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50105-Z
�o'110F souryO`o Town of Southold # * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46090 Date: 04/08/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 510 Gull Pond Ln Greenport, NY 11944 Sec/Block/Lot: 35.-3-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/24/2023 Pursuant to which Building Permit No. 50105 and dated: 12/08/2023 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 front covered porch, rear entry 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-23-0555 2/27/2025 ELECTRICAL CERTIFICATE: 24-96647 10/01/2024 PLUMBERS CERTIFICATION: T& F Plumbing 10/14/2024 Authori ed Si ature o�oSUFFOc,c�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50105 Date: 12/8/2023 Permission is hereby granted to: Maldiner, Kyle 290 Gull Pond Ln Greenport, NY 11944 To: Construct a new single-family dwelling with HVAC system as applied for per Trustees, DEC and SCHD approvals At premises located at: 610 Gull Pond Ln, Greenport SCTM #473889 Sec/Block/Lot# 35.-3-7 Pursuant to application dated 10/24/2023 and approved by the Building Inspector. To expire on 618/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,971.00 CO-NEW DWELLING $100.00 Total: $3,071.00 Building Inspector Certificate of Compliance .................................................................................................. �.: ............................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. . ' 188' PARK AVENUE . , AMITYVILLE, IVY 11701 OCT 2 2 g P: (631) 598-5610 ............................................................ ........................................................... ............................................................... - CERTIFIES THAT �'.•juit odd = Upon the application of. Upon premises owned.by Puccio Electric Contracting Modern Age Home Builders _Inc. :510 Gull Pond Lane 21 Frowein Rd Greenport, NY 11944 Center Moriches, NY 11934 ; -Located at: 510 Gull Pond,-,Lane, '_Greenport, NY 11944 Application Number#:24-96647 ' Certificate#:.24-96647 Electrical,License#: 4806-ME ; Section: Block: 'Lot: . Building Permit#: 50105 Described as'a Residential occupancy,;wherein the premises-electrical-system consisting of• ' _ electrical devices-and wiring', described below, located in/on the premises at: New House w/200 Amp Service Equipment./Air Conditioning Equipment ( 2,Units) - ROUGH COMPLETE 6/18/24 A visual inspection of the premises electrical system, limited to electrical devices-and wiring to•.•W the extent detailed herein, was conducted in accordance with the requirements of the applicable 1 code]or standard,promulgated by'the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on.the 1st day of October 2024 " Name ' QTY ARC-Fault- 20 Amp,,'120V. 5' ' Meter-200 Amp, 240V- 1 Duplex Receptacle-.15 Amp, 120V ' 45 Recessed Fixture 15 Amp, 120V ' ' 27 Exhaust-Fan- 15 Amp, 120V2 Exhaust Hood,-,-20 Amp,,120V 1• Service Disconnect',-200 Amp, 240V 1 Switch - 15 Amp, 120V 28 Electrical Inspector: Anthony Giordano k o.APP:�OVED o ir `. ;y$` . - .I,:_ - � - - '�� '_ � 'l l-' � -- _ :f 1, � ',I •l � ..r , I .i - � -. - - - � ,' J, Certificate-of,Compliance ... - .... ..... .. - ..L...... .... CERTIFIED ELECTRICAL'INSPECTIONS, INC: _I .188 PARK.AVENUE ,. �.I. AMITYVIL;LE; NY'1170'. :;! 5610,• - - = .................................................. - ,::. _ .. ...... 'CERTIFIES:.THAT ' ; -Upon,the-application of'.- - - Upon premises-owned by �- i?uccio EI_ectric Contracting Moderri'Age Home Builders' - - Inc.: -_ -_ '�H;., :510 Gull Poi 'Land = _ 21 Frowei,n Rd','. _.'1 _ ;,' _ ry' Genter Moriches, NY 11934 'I" Greeriport,.,NY-11,944 ,Located at:�510'Gull P-o_nd'La1 _Greenpo4,'NY'11944 ''Application'Number,#: 24-966417 Certificate'#: 24=9664T: . =-Electrical License#:=4806-ME - Section:, Block: "- 'Lot: Building IPermit#: 50105 ',V, - _ _ ;Name _ -___: QTY,, , '_. 1'iI �. .'• - - I,'I I ' +l ..� ,� = �, , I�' ,!I n,II Iif==i. •� ,_ ,I,'I �'._ -j' - '' _ 11 = ' b� , ,AC Blower 15-Amp,, 220V _ 2' _'AC Condenser'=v30 Amp,-220V' ;�2 ARC-Fault- 1;5'Amp';'120V' I�I� �I,r l I, Dis_hwasher,Circuit=20 Amp, 120V 1, _ -' Fixture Outlet'- 15.'Amp; 120V - 13 if GFI Receptacle-'15;Amp,. 2&V' 4'' =Power Panel - 200-_Amp,:-240V Range Circuit;-60Amp;''2202 . V :- - , - -L I' '_ i =3. __ - Service''Feeder--200-Amp - ' 'r'r Special Receptacle 50 Amp, 220V-: Ele6tri6al_Inr�pector:'4nthony'Giordano"- if 0 . ' - _ •'i, _,Ll'lI� i I' _ .APAROVEDj� ig . yam' - 'i � _ - ',� -' ','I' '- I' '' �" •i' '('_ ,' - - Ali- ',._ ,I'' - .I; /,��/ ''�����\` 'I - � '_ _ill �`'- ,- '_ - � ? ' - 'I ' - ,;� - - ' _ _ I ' 'i`'_ , . - �i ,,I ' ; i I f ___ - Ali 11I� ,I• - - i -If � - ' f' ' - __ ` if ;J' -__ ''' _ i� - - '� - .I , - l '• - 'fit I' - 1.,'I - _11'�- + - I' _ I , -- ,;.{!-- -_ 'i'. - 11 -- - �i�_ _ _ ,,, ..-�I,�� .. ' - --�J'� -_ _ - 'I-_- I' _ = .Ir l,` ' I,'j• I. ' l' _� � _�- 'l,l - _ --,� rl:'- II, , ,,I - _ �r� - -__I,; -_ L'{ _ ,n Ib: - 'I. - __ -'- ,,. j,l � -,•' - _{ -- - ' o��S�FFOL�-�oG (9�11 -cv�d Q.�L Town Hall Annex �� y, telephone(631)765-1802 54375 Main Road a P.O.Box 1179 co Southold,NY 11971-0959 0 �I • MAR 2 1 2025 BUILDING DEPARTMENT Building Department TOWN OF SOUTH.OLD Town of Southold I CERTIFICATION I Date:' 1 — Building Permit No. 56 ` S Owner: QA°-3 k- (Please print) Plumber: ✓ Nq (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. �I (Plumbers Signature) Sworn to before me this day of 220� /1 ���•'41NE I ...BU•',ice• STATE •,f, GJ, NEW YOP K 7� Notary Public, S J\�X- County �J NOTARY ar tRr�r - Q�b SvfR)ik Count j 01141 o l 1111111���`` 1 i OF SO//lh°�o # # TOWN OF SOUTHOLD BUILDING DEPT. coul m, 631-765-1802 INSPECTION [ F DATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: 7r�-,j7v� 1�,, FJ Ao �)mo c rov.-�66kM bv✓J viv;ee l d'� • DATE INSPECTOR ��ol OG, ��OF SO(/lyO # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ vrFOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ J)] RENTAL REMARKS: DAM,p ,pao - O DATE INSPECTOR OF SOUT,�,°� # # TOWN OF SOUTHOLD BUILDING DEPT. 60, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O [ ] RENTAL REMARKS: kp, n ez. s i AA aV Oki &A-Gk �rplAc �h i2uKo.G�. �IiC. V��u��cs DATE INSPECTOR 5010' aq SOUTh, # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [Ae'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: (9UMuk,(( 4R-Jpj0lkwD� . 4zevt1"<, )Jo-� -� DATE INSPECTOR oF souTyOlo # # TOWN -OF SOUTH-OLD BUILDING DEPT. 5o�a. o � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ OUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] ''FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. 'j ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O [ ] RENTAL REMARKS: S u^t 6i �az6 u at, C) DATE INSPECTOR OF 50UlyOlo * # TOWN OF SOUTHOLD. BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1SULATION/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: 1n Rl +�`�'` DATE. - = ? INSPECTOR OF SOUly�lo . # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] I 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: 2C, o �,J 49MOJ P00tZS1 YuSU1145 4- wu n uc6s. S0412 ru ela s 4vuo _AvkMoiM toolJQ9., C YI ct?_ on e_&td. o� Poe- cx • DATE : INSPECTOR I'I'il illl II'+I y 111116a 'I�Ii'hl I 'I°III!ill I�tl�!'lii I II�� %�Ii;i!I I II I!� III'diV ' II Ile u 1+i81llu'It,,. it II, I,a Ill,l,p IF '����II II a • ,. tiit, 'illlll LIPA� � 1 I ' I,III i�III III I I � Long WI Md Power'Autlaority it Illllii - -- - --- - - -- _ _ - -` 2�:12 C4ntbustion S�l�etY TestingFoirm i tli!tl,l'ht �'�,' + ;lu i I+;P;,lll!I'l R lllI4tq•I,I�I+i,lii;+p}Irl � LIPA:ENERGY�STAR• flumes �•.� Ir 113�'h�' 'i i► ��II� l I6 �I�II�� �I l����1 l� �Il�� I�,I ''�I � Colored buteAddrew ,510"Gull.'Pond Lanel' IIia{�I � I 'Ih Ht,IIII '; � I u ,,', li,+ ;i � >� I . :In'iu l i' I' i�l` ill i llj�l•Ilili�l DuilderTlame• Motlern'Age Horne�,6u'�Iders,i�LL'G I , IlliO'll i ` °� ulldeiTrcl�it",'rll�i,! '.ff+ I d lil! IIIIII I�I��`r,�`i�ll ,II I'I I 4tlll,l nll II.-Iril + ` Ib. ,u IG I(Ip. n I'. rc ell n i+I"Ill'�Vlln( '11,1 !11 II II lit 1^Ij!,iin 11 11,q';!, �.e: �.. �lt.,a II I ��1 ' i'I! 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II<iASo°(�ressµre 'i' '0 pn, � CA7'��Ambient CO+I �,t"+�,I,1�tu!tr ; ' �t;i , A .:k'Plktt I�h�lpall��+t'rii;il'�ii,I 111II li to III 'il u" t�lll�"llut,rl��lc �i' 1 II�II 11!lil 1;1'Cst 1E'ressure „ `S.�J pn Appliances/Fig eplecc Simulked for-Tesur `,Yes No{ I,a �11111114 r'I f ' - - ' , '' `7 mll,I N { II I tV` �111i t 11 5�tljj ' 'i ��. r" �CSJlIQ/tl/O-frQ1L5J 11 Ihho'+i Ike • 1VetChunge III pn: ff.Ycs,TotaICFMSitnuiated, F�, o•r Ftreplac iisl'a sealed unit wifh'all.cambustian air from outside.-., ; ,^.!I Aea�trig Sysfern Primary: Yes ✓ No' Tvne: Furnace ✓ ;Boiler Heat r''unt 01ht f �'!i�'lu .F effn �iFir[J T Vratlrte''!l➢eJ I '�la r_sscc �'S J. AJJOPt }r�'f+;'1,�0:1, + Co ° I� jll�tf' rjl ` :Ease rJhrraf arc aluicf';;., _._. ,' � I atiroJ "s vorar ►�Il �r'� VwsrG � � 11 — —., N✓ P_4-11 N V fvl Sr' Pa.' Pass ✓'Fail Poss�,Fa�l�t� ,: 1�71 P I� r _ _. _ ii ( M 7 .PNIvI YC3!,✓ T r�tc, Standard Tank Indinxx_____Tank6s `,' r Slae•, `II,'', 'liy�c co:"kM i"Vent 0 W.t71erHeale Primnrd „ 'II„ T{91__.. ltlstitmane dug C0iM' isncfitl Sew Note s ——� w✓ �( bdoiti) (Gattur�r)I I I Stand Alone $� lu f eh t�ll � Maas f a! f° Cfrde= M)_ AarraJ "' titOrrC.C[irG (, of,r F it,li lll,q l �NOIAN C'R73YI.: Oh1rAJ+'":f b,t EF: M S.✓ - Pa Pass, I'arl Ptiss✓Fa 46, f>PNiI` 46 [�I►M Oven;;Is Electric or No Oven Exists ,I IR Oi+enlRange Hood Vented to Outside Yes ✓ No II Oven CO Pi'M ,. Ambient CO(During Oven CO'Testfng) a pPM yq ,a r flealing System cfcncy., Enter AME for furnace or bolter;HSPF°for heat pump,,COP if heat pump is geothermal Fue!Type: N =Natural Gas P=Propane O=Oil E_llectric II ,, I; h 'tJeirrfngType N =Natural/Atmospheric V NaturaUAtmospheric PLUS Vcgt Damper.,, M =Mechanically Assisted_> S —Seated(Two Pipe) 1 I jr4oTC If thaYenting Type sch.%ned Is M.no-Draft test-is•required fur that appliance H 1, Ifthe Vcnting Type sc I�ct�d is S.,no Draft arSpilloge tcsts are rryuirLd for that app(itulcr, jt, ,1 .l Al 'F�i rlllllti!cl�Ili l �t.i t' ? A CO lest`fS REQUIRED Ia�.all appLancCs regardless of Vcntinp Type,if the exhaust vrnt is access►blc.' l F I K'afer IteQterStVler ,i Comrnoril Vented-with Hidaiiri�S stem or Stand Alone Indc cndent[4 Vented or O barre1.d ',' s Wate`r'lleafer,Eff�clency If Water Healer Type,Is/edfrrct,no�EF entry is required,,' ' �. ht, S t�<I r .' ! 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',.III,,Irhl(:�1,(II.II �i,: !i'�l'{ il'I�•ll',,j,lII lil 1. II:'�i�ll i.I1i�i`l,,,Il'11l Ilia. ,. l � llll i'IIIr,,IIq-,S(II Illd fl!l1llil��l4' ill l�+Il IIIIIi ►I��'Ilil ,I►I ll{I�I I' 111 I'I�+� I I I�1,ltl.{I ill;llll I'+'I`i 11 .I�liil�� �,�. ,I i I��IiII�I!I�,�,�I,Itii�I�I,IIInIiI:I�i�II.III�IIJ:Ii�IiII�I,III��.liI�11..........���l�il,��l��lll���l�lllli��1�V'�IIiI,II��!�Ill,4ulll��ll�kt�ll �.111.':�'. +� TOWN OF SOUTHOLD BUILDING DEPT. t. r 631-765-1802 INSPECTION [ ) FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING =� j FRAMING /STRAPPING [ j FINAL } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION NY-E000 2020 Certificate ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 510 Gull Pond lane, Greenport, NY 11944 ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL Building Envelope Insulation Ceiling R-39.0 Above Grade Watts R-20.0 EMMRS: Foundation Watts R-13.0 Exposed Floor R-30.0 Stab R-0.0 Edge, R-0.0 Under o Infiltration 1917 CFM50 Duct R-8.0 Total Duct Leakage 40.00 CFM @ 25 Pascals Window Data U-factor SHGC Window 0.300 0.270 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 96.6 AFL COOL: Air conditioner, Electric, 16.0 SEER. DHW: Instant water heater, Natural gas, 0.96 EF, 0.0 HERS Index: 56 Builder or Design Professional signature i REM/Rate - Residential Energy Analysis and Rating So �/' ��� INSPECTOR vt6.3.4 Build: 1013 i i, oil, j ,'f 7 �`Yh6 F 1 �( f HOr�_e_ Energy R- t= n.g G.eirt fi at_ Property, 'HERS: KyleMaldiner RatingT.ype: Confirmed rertified',EnergyRater JerryDAmaro 510:Guft Pondlane Rating DaEe 2024-11-18 -Rating Number: `2023_614 Greenporf;.,NY i:1944 Registryaq:. .360,977.9.65_ EsttimatedAnnuat.Enemy. Cost Use MMBCd Cost Percent HERS Index:-56: Efficient Home,:Comparlson:, 44161`:Better Heating 55.3 $574 1:9%- Generdt-hif ina q'i n- cooing: 18, 101 ; Condid ned.Area 4613 sq: it., House Type.- Single family detached Hdt,Water i 1:.6 $124 4 Conditioned Volume 40670 cubic ft: Fdundatidn Conditioned'crawlispace Ligfits/Appliances 3t8• $17.93. 60% Bedrooms- 4 PhotoViiltaic3' 00 So 09K, 5ervice_:Charges :$409 i;4%: Mechanical Systems Features �l Total' 1005. $3008 1096 Heating:- Fuel fired arr drstribution; Natural ga's,,`96 6 AFUE., - _� Heating: Fuel fired arr'distnbution,Natural gas,.96 6 AFUE. Criteria M►a1 er:Heating; Instant waterheater;.Natural;gas,0':96 EF, 0 0 Gat. ' is homemeets or:exce0s the�niinimum:cnreria for--the fohowing: buct Leakage to:0utside- 20 OOCFM25` ECCC'New YoFk`:State2020 Venti(atiori-Syst m: Balanced:ERV,.U5_,cfm„96.O:watts: .Programm6i6tfiermostat. Neat=Yes;'Coot=Yes $wilding Shetl.features . .Ceilij':Rdt. NA Slab R-O o'Edgel-R-O.O Vhder SeatedAttic R=3:9 0. Exposed:Floor: R46'A. Vaulted Le111h NA _ Window Type-- UN 0 300,SHGC 0.276 _ •Abdve-GradeVells RIMO lnfrltration,Rate 19Y7CFMW(2'83ACH50)- Foundation Walls: R 11 `t+oingd -8lowerdaor " ;Jerry D'Amaro, HERS Rater- D'ArTiaip Eng rieenng And 5uiveying Lights-and Appl af*e Fedtures. 20'Manpo'sa Lane: Interior Fluor Lighting;(;�), 0.0.1 Range/Oven F661 Electric Manornlle;NY 11949 Intenor LED Lighting.(%)`: 1000 Clothes Dryor,Fuet: Natural gas:° ;:63T 878 7808 Refrigerator(kWhLyr}: 848> Clothes Dryer CEF" __1 i Dishwasher(kWh/yr; 270; Ceiling Fan (dffiZ Natt) :0X0: 4 Ce'r`tified`Fnergy:Rater. , REM/Rate Residenkial Energy.-Analysis and RatingiSoftyrare yi6 3 4 Build i013 - T,. any.`vwarranty of energy costs or savings m 1985 2022 NORESCO,:boulder,Coto,ado. The.Home Energy Rating Standard:Disclosute forth s',home i available from:`.the ratmg.proy der UR INSULAVION 675'Elton Street, Riverheatl,:NY,11901 6.(631) 283-4120' October 15,2024 RE:, 510'Gull.Pond Ln,Greenport. To Whom It May Concern, This is to certify the insulation at the above referenced house was,installed as follows Roof line was sprayed with 10"R-38 open cell foam with spray applied thermal barrier. Rim joist 2"R-14 closed cell foam. Basement watts3"R41 blanket. t .Exteriorwalls,3'VP R-1541berglass. Fire caulking. Air seat. Sincedr Art- e Welsh Over Five Decades of Quality and Seruice Bunch, Connie From: Goldsmith, Glenn Sent: Friday, March 29, 2024 11:53 AM To: Bunch, Connie; Dwyer,Tracey Subject: Fw: Maldiner, 510 Gull Pond Lane, Greenport Attachments: 03202024 Trustees.cloc Follow Up Flag: Follow up Flag Status: Flagged From:Goldsmith,Glenn Sent:Wednesday, March 27, 2024 4:14 PM To: Horton, LisaMarie Subject: Re: Maldiner,510 Gull Pond Lane, Greenport Hi Lisa, The Trustees approved the following application, as submitted, during our March 20, 2024 public meeting: Christopher F. Dwyer on behalf of SPEONK LAND DEVELOPMENT, LLC requests and Administrative Amendment to Administrative Permit #10473A to install a 1, 430sq. ft. Asphalt driveway with a 10 ' diameter drainage pool for runoff in lieu of the originally proposed 1, 680sq. ft. Asphalt driveway. Located: 510 Gull Pond Lane, Greenport. SCTM# 1000-35-3-7 Unfortunately, due to a staffing shortage,the printing of the actual permit will be delayed. I've attached a copy of the minutes from our meeting that outlines the approval on page 10. Please let me know if you need anything else. Thanks! Glenn From: Horton, LisaMarie Sent:Wednesday, March 27, 2024 4:00:32 PM To: Goldsmith,Glenn Subject: Maldiner,510 Gull Pond Lane, Greenport Hello Glenn, 1 Oasis 2-R-8 For 510 Gull Pond Lane HVAC Load Calculations for Modern Age Home Builders, LLC 3080 Route 112,.Suite C Medford, NY 11763 Full HI H AC L ADs � +�•.�,t. .a Prepared By: y b "40 Jerry D'Amaro s s a= D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane a c�00" Manorville, NY 11949-3356 O •• Sao�� 631-878-7808 '� • °•••��`��� Friday,-July 21,2023 of �� 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. 1-Rhvar- IRestlential&Light Commercial H1/AC LoadsE6te,$oftware Development,Inc.; Home Ene _ . .. rgy Comphance.Raters : _ _ Oasis 2"R S For 51U GuII-Pond Lane; Brookhaven NY 11719 Page 2 Pro"ect Report General"Pro ect`Information.. Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-510 Gull Pond Lane.rh9 Project Title: Oasis 2-R-S For 510 Gull Pond Lane Designed By: Jerry D'Amaro Project Date: July 21, 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: Reference City: Westhampton, New York . Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 12 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 'Check`Fi'ures Total Building Supply CFM: 1,342 CFM Per Square ft.: 0.284 Square ft. of Room Area: 4,723 Square ft. Per Ton: 1,520 Volume(ft3): 40,670 buildirig Loads Total Heating Required Including Ventilation Air: 58,936 Btuh 58.936 MBH Total Sensible Gain: 29,839 Btuh 88 % Total Latent Gain: 4,106 Btuh _; 12 % Total Cooling Required Including Ventilation Air: 33,945 Btuh' , 2.83 Tons(Based On Sensible+ Latent) ..3.11 Tons(Based On 80% Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program.: Calculations are performed per ACCA Manual J 8th Edition,Version.2, and,ACCA Manual D. All computed results are estimates as building use and weather may.vary..- Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, July 21, 2023,4:59 PM T Rhvac Residential S Light Commercial HVAC Loads'_ Elite Software Development,,Inc. Home.Energy Compliance, ters m _Oasis 2-R-S For 51 O;Gull Pond Lane ... Brookhaven NY'1171 a e,3 Miscellaneous Report " Sysfern 1..Lower.. i. Grains Outdoor Outdoor Ouftloor Indoor Indoor` Input Data Differenc Dry Bulb WetBUlb Rel:Hum ReLHu'm Dry Bulb '.e Winter: 10 9 80% n/a 70. n/a Summer: 85 71. 51% 50% .75 26.83 System 2 Upper Grains Outdoor Outdoor, < Outdoor Indoor Indoor Input Data Differenc Dry Bulb 1NetlBulb Re1:Hum Rel.Hum Dry Bulb- e Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.83 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 Winter 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. 8,067 Cu.ft./hr 1,303 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: 11.00 = (1.10 X 1.000 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent.Gain Multiplier: 18.23 = (0.68 X 1.000 X 26.83 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.97 = (1.10 X 1.000 X 60.60 Winter Temp. Difference) Writer Infiltration Specified: 0.282 AC/hr(122 CFM) Summer Infiltration Specified: 0.126 AC/hr(55 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: 11.00 = (1.10 X 1.000 X 10.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 18.23 = (0.68 X 1.000 X 26.83 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.97 = (1.10 X 1.000 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, July 21, 2023, 4:59 PM T t Rhvac-Residential&Light Commercial HVAC Loads;, .:Elite.6gM"re Development,lnc. Home.Energy Compliance Raters _, _.`; `' Oasis 2-R-S For 510 Gull_Pond.Lane Brookhaven NY,11719" Pa e,4 MiscellaneousRe ort cont'd - $r a•: ,z ��;• OiltsldeAlrData. �Gr uY k u . N. Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 2,034 Test AC/hr(Selected): 3 Friday, July 21, 2023, 4:59 PM Rhvac"1Residential&#Light,Co mmercal HVAC`,Loadsc t4 a rra EhtexSoftviiare{Development,Inc: Home"Energy CompliagceRaters Oasis 2 R S;For,510GuIhPond Larie Brookhaven'-.NY' 11719., !>' Pa Load Preview Report Net Rec ft. Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss CFM FM CFM Size Building 2 83 311 11520 4 723 29,839 4,106 33,945 58,936, 741 1,342 �1,342. System 1 1.661 1 82 1 895 3,443 17,438 2 514 19,9524 44.542, 568 ,-_-_787 10x13 - Ventilationi 137................ ...... ........... --...----------._..-...—__.._.....—_._._:..-...- --_--------i Blower _ _ 850 850: Zone 1 _ __- _ _3,443„ 16,451, 1,602` 18,053' 43,717 568=20ij__§qq,_ 787Y 10x13 1-Crawlspace _ _,_ ___ ___.---_- __ _ _--,_- 1,732,-_ 41.3_ 77_ 490,_25,861 0-0*2-DiningRoom/Foyer -- _ _ _ __286 -_2,129__ 47 _2,176_ _2 918 38102 1-6 3-Kitchen/Family Room _ 928 10,930 1,369 12,299 9 370' 122 523 3-8 j 4-Powder Room _ _ _ _ .....44 f.189. 22 __ 211 -. 961.��:-.,._ 12ry 1-4 5-Master BR Suite 1 - _-___ _ _ _ __ 303 2,400, 38 2,438 2 368' 31 -115' 1-6 6-W.I.C. First Floor , _ 53 _130 24 __154 1 081 6 14 1-4 7-Bathroom First Floor_ _ _ 97 260 _.__25 285 1 158 12 15 1-4 System 2 - - - - - 1.17 1 29 1 991 ,281 12,401 1,593 13,994 14 395 173 556 556 - - ----- � 8x13 Ventilation 180 1,193' 1,372_, _ 1079' Blower --- --- - - -- - - ---- — - 850---- -=850------ -- Zone 1 _ 1,281 11,372 400, 11 772 13 316 1731 `556 8x13 8-Master BR Suite 2 _ _ _ 239,_ 3,266 _4W 3,666 2,254 29® 160 2-6 9-Master Closet___--.-_ _--.._...._.._. 75 296 0 _296 _. 274 14____ 17, 1-4 _. - - - - 10-Bedroom 3 _ _ _-„- ____ - -216 2,087 0 2,087 __2 164 28 _ 102 _ 1--6 11-Bedroom 4 __ _--_2131 2,251, . _2 251, 2 094, 27' 110' 1-6 12-Hall/Linen/Upper Foyer 297 2,232 0•--2 232 3,203 42 109 1-6 -- 13-Family Bath _. _._ __._ _. .._. _56 _.... 68' 0 68 336 3 4 1-4 14-Master Bath. ---- -- - ----- -- . . ...._139...- .. 501y - 0 - 501. -1.31-3,---17 —25' ..__1-4 -- 15-Laundry - - .. - - = - - . --..46 .........670 - 0•---.--670_............678 -- 9. -- _33.._._.1-4. Sum of room airflows may be greater than system airflow because s stem room airflow option uses the greater of heating or cooling. Friday, July 21, 2023,4:59 PM •G , Rhvac ResrdentW-'&Light Commercial HVAC Loads s Elite Software Development,Iqc ; o'Brookhaven NY 1'1719 3 =� "'` �Pa`e.6.' Duct Size.Preview Room or Minimuml Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Reg Duct Name Source Velocit Velocit Factor U100 Loss Velocit Length I Flow Flow Flow Size Size System 1 Supply Runouts_�._ Zone 1 _ ---- -------------- 1-Crawlspace Built-in 500; 750 0.01, 01 0 ® 20" 336 0 0' 2-Dining Room/Foyer Built-in 500 750! 0.01 0.1 518.6 38 102 1 6. 3-Kitchen/Family Room Built In ` 500 750 0 01 _ 0.1 4991 122® 523 3 8 - -50 - - -4-Powder Room , Built-in 500 750 _ 0 01 01: 143.1; _ -®� 12 �� 1 4. 5-Master BR Suite 1 'Built-in, 500 750; 0 01 0.1 584.6 -----_-_- 31 115 1 6 - - --- ----- - - _.._... -, 6-W.I.C. First Floor Built-in, 500 750: 0.01 ir. 0.1 160.9, _" ® _ 61_ 14 1 4 7-Bathroom First Floor Built In 500_ - _ _ 750 0.01; 0.1 _ --_ 172.4_ _ ® _ _12' 15 _ 1 4 - ---- - --- Other Ducts m System 1 - .. _ Supply Main Trunk Built-in 700 900 0 0003 01 871.4 568®�-_787 10x13' - - _ _... _ System 2-- - Supply_Runouts_-__. - -------- ..--- - Zone 1 8-Master BR Suite 2 Built In 500 750 0 01 01" 406.5 29®I__ 160 _ 2 6 - - -- 9-Master Closet Built-in 500 750 0.01 0 1 189 7 ® 14' 17 1-4 10 Bedroom 3 Built-in 500, 750 0 01 01' 519 4 28. 102 1-6 .. -- -._ .. ... .-_ 11-Bedroom 4 Built-in 500 750. 0.01` 0.1 560.2, 27 110> 1-61 _.. -- - - - - -- --" 12-Hall/Linen/Upper Built-In 500, 750 0.01 0.V 555.6; 42 109' 1-6 Foyer - - -.- - - -- 13-Family Bath Built-in 500` 750 0 01 0.1 50 3 4 1-4. ----- - -- - -- -- 14-Master Bath Built-In 500 750 0.01; 0.1. 280.8' 17 25: 1--4 ._-.. .. _.. . - - .-. . -- --_ - -- -"-- ----- - - 1 5-Laundry Built-In 500 750 001 ' 0.1 375.3 9 33 1 4 - ---- ..... -. Other Ducts in System 2--_ _______.___.___..__1- _ ---. - -- Supply Main Trunk 'Built-in 700 900 0.00031 0.1 769.5; 173=l 556 8x13. Summary Heating Flow: 568 Coolmg_F low 787 - - -" ----------- System 2 Heatinq Flow 173 _ _.. -- ..... ......_ . Coolinq Flow: 556 Friday, July 21, 2023,4:59 PM ,Rhyac-Residential B Light commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance Raters y Oasis,27R-S:For 510 Gull Pond Lane, Brookhaven'NY 11719 '. ,. .; Pa a 7 Total Building Summaly 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 7,082 7,082 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 84 1,411 0 2,304 2,304 U-value 0.28, SHGC 0.31 United Window: Glazing-JTD United Windows and Doors, 22 396 0 331 331 outdoor insect screen with 100% coverage, light color drapes with medium weave 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 13,772 13,772 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 8,871 396 238 634 Ventilation: Winter CFM: 115, Summer CFM: 115 1,903 2,104 317 2,421 Blower Heat Gain, 498 watts: 0 0 1,699 1,699 AED Excursion: 0 0 1,575 1,575 Total Building Load Totals: 58,936 4,106 29,839 33,945 Friday, July 21, 2023,4:59 PM Rhvac-ResidenUal;B Light Commercial HVAC Loads`° Elite Software Development,Inc.' Home Eriergy Compliance Raters ;; `°' _Oasis 2 R-S For_510 Guil Pond Lane'. Brookhaven NY 117t9 Pacie 8 Total Building Summaly Loads cont'd �.... ..., 52�ti�,3't.,..: ,� a...."t7'z+.��a'��4 .,.'�''y '��sx��S�sr N� . {� �, ;�n .��-e r�°'n� .:.wr�ay-.�� � � � :'�. ' ....... •„``' .:'a^ f,�i, D.esCrl tlUn z`aa ` * h ,.s ,y €. kQUan�r .Galn. ca:. Gain... n h A ) n f :. q s k;w R tf Tw r XS " Clieck�Fl...ures�; E> ,: b � , W� Total Building Supply CFM: 1,342 C,FM, Per Square ft.: 0.284 Square ft. of Room Area: 4,723 -Square ft.,Per Ton: 1,520 Volume(ft'): 40,670 Buildin Loatls - k` � '" Total Heating Required Including Ventilation Air: 58,936 Btuh' 58.936 MBH Total Sensible Gain: 29,839 Btuh' 88 % Total Latent Gain: 4,106 Btuh 12 % Total Cooling Required Including Ventilation Air: 33,945 Btuh 2.83 Tons(Based On Sensible+ Latent) 3.11 Tons (Based On 80% Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version.2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, July 21,2023,4:59 PM Y . 1Rhvac Residential ,Light`CommercW HVAC Loads Elite Software Development,Inc.; Nome Energy Compliance Raters Oasis 2 R S:.For 510 Gull Pond Lane_ `Br60k6av6n'NY-,;-j,j7% Manual S Performance Da#a.- S stem 1, .,Lower Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 17,438 Outdoor Wet Bulb: 71 Latent Gain: 2,514 Indoor Dry Bulb: 75 Total Gain: 19,952 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 787 Entering Dry Bulb: 75.6 Entering Wet Bulb: 63.1 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 44,542 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.7 Indoor RH: 30 Supply Airflow: 568 E u 'ment Performance Data.at S stem'Desi n Conditions T This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model' ML14XC1 S024 230A**, Indoor Model: CH35=2413+TDR+TXV" AHRI Reference Number: 9148105Nominal-Capacity: 24;000, Manufacturer::LENNOX EDR EDB EWB Air.Flow ODB Total °F CFM °F Capacity In71 put Sensible Sensible; Btuh kW ;. :SJT r Capacity S/T Capacity:; Btuh777777 Btuh 725 24000 132 0.77 18486 0.91' 2184_ 63 ---- 815 85 _24600_ 1 32_0 79, _ 19434 0.95;_ 2337 • 725 25006_. 1.32 0 61' 15250 0 74 1850. 67 <815, 25800, 1.32 0.62 15996, 0.77 1986 Interpolation Results: Percent Load of Load Sensible Capacity: 19,503 17,438 112% Latent Capacity: 4,938 2,514 196% Total Capacity: 24,442 19,952 123% 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 44,542 97% i Friday, July 21, 2023,4:59 PM Rhvac Resdent�ar&Light Commereial HVAC Loads' Elite software Development,rnc" Home Energy Compliance Raters _` Oasis 2 R S For 510 GU Pond Lane„ Brookhaven°NY°7:17f9 Pa a i0,i Manual S,Performance Data - S stem 2_ Loads and'Desi n Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 12,401 Outdoor Wet Bulb: 71 Latent Gain: 1,593 Indoor Dry Bulb: 75 Total Gain: 13,994 Indoor RH: 50 Load SHR: 0.89 Supply Airflow 725 Entering Dry Bulb: 76.2 Entering Wet Bulb: 63.6 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14,395 Indoor Dry Bulb: 70 Entering Dry Bulb: 64.3 Indoor RH: 30 Supply Airflow: 173 E ui "menf Performance-Data at S stem`Desi n Conditions. This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model ML14XC1 S024=230A**, Indoor Model: CH35-24B+TDR+TXV ,AHRI Reference Number:914810514nminal Capacity:.24,000,.Manufacturer: LENNOX. f "`EDB EDB EWB Air Flow OQB' Total ,:Power. 75°F '80°F Capacity" '°Input LL T CFM °F Sensible 4 Sen is b etet Btufi kW S(f Capacity' S!T Capacity Btuh.. Bfuti'! . 63 24000 1.3 0 77 18480 0.91 2184 67 72, , 8 25000 1.32 0.61' 15250 0.74 1850 Interpolation Results: Percent Load of Load Sensible Capacity: 18,798 12,401 152% Latent Capacity: 5,352 1,593 336% Total Capacity: 24,150 13,994 173% ,. 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 14,395 299% Friday, July 21, 2023,4:59 PM ,Rhvac-Residential,&Light commercial"HVAC Loads:" Elite Software,Development,Inc. Home Energy Compliance_Raters Oasis 2-R For 510 Gull Pond Lane ':Brookhaven NY 11719 Page 11 S stem 1 Room Load Summaiy Htg Min Run Run" Clg Clg. Min" Act Room Area `Sens Htg Duct Duct Sens Lat Clg No;Name SF Btuh CFM Size, vel Btiih 'Btuh CF"M , CFM ---Zone 1--- 1 Crawlspace 1,732" 25,861 336 0-0 0 •413 77 20. ' 336 2 Dining 286 2,918 38 1-6 519 2,129 47 102 70-2 Room/Foyer 3 Kitchen/Family 928 91370 .122 3-8 499 10,930 1,369 .523 523 Room 4 Powder Room 44 961 12 1-4 143, 189 22 9 12 5 Master BR Suite 303 2,368 31 1-6 585 2,400 38 115 115 1 6 W.I.C. First Floor 53 1,081 14 1-4 161 130 24 6: 14 7 Bathroom First 97 1,158 15 1-4 172 260 25 12 15 Floor Ventilation 825 137 912 ; Blower Power 850 System 1 total 3,443 44,542 568 17,438 2,514. 787 .787 System 1 Main Trunk Size: 10x13 in. Velocity: 871 ft./min Loss per 100 ft.: 0.103 in.wg Coolin System Summa Cooling. Sensible/Latent;; Sensible} Latent;; TotaL Tons S 'lit Btuh `' Btuh`: $tuh' Net Required: 1.66 87%/13% 17,438 2,514 19,952 "Recommended: 1.82 80%/20% 17,438 4,359 21,797 Actual: 2.00 80%/20% 19,200 4,800 24,000 I'Equipment Data + Heating System Cooling System Type: Propane Furnace" Standard Air Conditioner Model: EL296UH045XE36B-* ML14XCl S024 230A** Indoor Model: CH35-24B+TDR+TXV Brand: ELITE 90 . MERIT ML14XCl SERIES Description: Natural Gas or Propane Furnace . Efficiency: 96 AFUE 16 SEER Sound: 0 0 Capacity: 43,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 24,442 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 19,503 Btuh Latent Capacity: n/a 4,800 Btuh Adjusted Latent Capacity: n/a 4,938 Btuh AHRI Reference No.: n/a 9148105 This system's equipment was selected by accordance with ACCA Manual-S. Manual S equipment sizing data: SODB:,'85F,SOWB: 71 F,WODB: 1OF; SIDB: 75F, SIRH: 50%,.,WIDB:70F, Sem gain: 17,438 Btuh, Lat. gain:2,514 Btuh, Sen.,loss:44,542 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB: 63.1 F, Entering htg. coil DB: 68.7F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 787 CFM, Req. htg. airflow: 568 CFM Friday, July 21,2023,4:59 PM i Rhyac-Residential$Light Gommerc7aI,HVAc Loads' = Elite,Sof6vare Development;anc. _ _ .._. Home Energy Compliance Raters ; Oasis 2-R-S Fm510 GuII Pond''Lane', Brookhaven NY,11719 Pa a 12 System 2 Room Load Summaly Htg x Mln Run Run Clg ; Clg Mln Act;;; � Room" Area'` Sens y Htg Duct`>" Duct ti`,SensLat" r CIg Sys a 'CFM'' ---Zone 1--- 8 Master BR Suite 239 2,254 29 2-6 407 3,266 400 160 160 2 9 Master Closet 75 1,274 17 1-4 190 296 0 14 17 10 Bedroom 3 216 2,164 28 1-6 519 2,087 0 102 102 11 Bedroom 4 213 2,094 27 1-6 560 2,251 0 110 110 12 Hall/Linen/Upper 297 3,203 42 1-6 556 2,232 0' 109 109 Foyer 13 Family Bath 56 336 4 1-4 50 68 0 3 4 14 Master Bath 139 1,313 17 1-4 281 501 0 25 25 15 Laundry 46 678_ 9 1-4 375 670 0 33 33 Ventilation 1,079 180 1,193 Blower Power _i 850 System 2 total 1,281 14,395 173 12,401 1,593 556 556 System 2 Main Trunk Size: 8x13 in. Velocity: 770 ft./min Loss per 100 ft.: 0.097 in.wg Coolie S'stem Surnma r y` Cooling nSenslble/Latent F Sensible,4 ;�` L'atent r 4 ` ,Total r r it• Btuh. Btuh; tuh Net Required: 1.17 89%/ 11% 12,401 1,593 13,994 Recommended: 1.29 80%/20% 12,401 3,100 -15,501 Actual: 2.00 80%/20% 19,200 4,800 24,000 E `ui merit Data 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 24,150 Btuh Sensible Capacity: n/a 19,200 Btuh Adjusted Sensible Capacity: n/a 18,798 Btuh Latent Capacity: n/a 4,800 Btuh Adjusted Latent Capacity: n/a 5,352 Btuh AHRI Reference No.: n/a 9148105 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODS: 85F, SOWB: 71'F, WODB: 1 OF, SIDB: 75F, SIRH: 50%,•WIDB: 70F, Sen. gain: 12,401 Btuh, Lat. gain: 1,593-Btuh, Sen. loss: 14,395 Btuh, Entering clg. coil DB: 76.2F, Entering clg. coil WB: 63.6F, Entering htg. coil DB: 64.3F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg: airflow: 556 CFM,,Req. htg. airflow: 173 CFM Friday, July 21, 2023,4:59 PM �. ^�� _ _ Examiner"al Plans Review Form A . RPER 1.:01 Akcad XirgCa,�am�soram • ` :w• - - • •. • • • - i. l 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information . REQUIRED ATTACHMENTS' ATTACHED Contractor Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Formz(and supporting worksheets): Yes❑ No OX OEM performance data(heating,cooling,blower). Yes'[—] No.O Building Plan# Sys. 1 Manual D Friction Rate Worksheet: Yes❑ No 0 Duct distribution system sketch: Yes❑ No Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION ORC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) Northeast Indoor temperature 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms 0 Total.heatloss 44,542 Btu/h Summer Design Conditions Conditioned floor area 3443 Sq Ft Outdoor temperature 85 OF Number of occupants 2 Indoor temperature 75 of Windows Roof Grains difference —97 A Gr @ C�.% Rh Eave overhang depth 2. Ft Sensible heat gain 174,3a Btu/h Internal shade �— Eave Latent heat gain 9514 Btu/h Blinds,drapes,etc Depth Window Total heat gain 1 9959 Btu/h Number of skylights EQUIPMENTHVAC • 40 Heating EsluiDment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 7197 CFM Model EL296UH045XE36B-* Model ML14XC1S024-230A** Cooling CFM 787 CFM Heating output capacity 43000 Btu/n Sensible cooling capacity 1 9503' Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 493.9 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 24442 Btu/h lHVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601 .1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the •.• calculation, equipment selection, and duct system design were rigorously performed based on - building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required.Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated-by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. ,%� R- d n . . P - R- - o � Form ._ ACCP. _ RPER01 ar ycmo-amsar, • `�V S! — — •. • • • -- ` &Mar IG County, Town, Municipality,Jurisdiction' . Header Information , REQUIRED ATTACHMENTS' ATTACHED Contractor Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical,License# or MJ1AE Forme(and supporting worksheets): Yes❑ „ No.0 OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.2 Manual D Friction Rate Worksheet: Yes❑ No❑X Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#, Block,Subdivision) iHVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) Northeast heast North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperatureQ OF Number of bedrooms 2 Total•heatloss 14-395 Btu/h Conditioned floor area 1 281 Sq Ft Summer Design Conditions Outdoor temperature 85 OF Number of occupants Indoor temperature 75 OF Windows Roof Grains difference —97 A Gr @ % Rh Eave overhang depth 1 Ft Sensible heat gain 1 9401 Btu/h Internal shade Drapes Eave Latent heat gain 1593 Btu/h Blinds,drapes,etc Depth Window Total heat gain 13994 Btu/h ' Number of skylights EQUIPMENTHVAC • 41 Heating Eauipment'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 55�j CFM Model EL296UH045XE3613--* model ML14XClS024-230A**: Cooling CFM 59;R CFM Heating output capacity 430- Btu/h Sensible cooling capacity 1.8798 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 5359 Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 24150 Btu/h DISTRIBUTIONHVAC DUCT •1 Design arrflbw 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■100)•TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be Subject to review and verification. ......... Contractor's Printed Name Date Contractor's Signature Reserved for use by COLinty, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. CELD INSPECTION REPORT DATE CO MENTS UkA — or O m FOUNDATION (IST) n --3 wv ---------------------------------- avg.2-,.2 FOUNDATION (2ND) z c.0 /•cues. �.- c7 4-a C J y V.1 ROUGH FRAMING& PLUMBING vJ Ov INSULATION PER N.Y. STATE ENERGY CODE PCs u17's a` aA4trv`,/s. yCllb �i2c� cS}� l o�� c 0• FINAL ADDITIONAL COMMENTS -2 9- 2q -FoundA OL5 c h-� i . m M 3 So �� r-CSC• � d�, �'! � r-� I ' y • �-f • a w ' s e b a 0 z w x d b y �SUFFot�oo TOWN OF:SOUTHOLD"-]BUILDING DEPARTMENT y�• "' Town:Hall Annex 54375'Main Road P. 0. Box 11.79:Southold NY,11971-0959 oy. • o� Telephone(631) 765-1802::Fax (631) 765-9,502 liftps://www.southoldto=.gov . . . . .. . . . . . . . . .... ... ..: ... ... Date Received APPLICATION FOR BUI'LDING.P:ERMIT ,.�. 1, :A . , 'For Office Use Only. PERMIT N.O. Q O Building Inspector: ` ` O CT-2 -4`2023- - -_-- Applications and forms must be filled out in their eritirety. Incomplete , applications,will not be accepted. Where the Applicant is not the:owner,an �"� Owner's Authorization form(Page 2)shall be completed: T`'a``'� Date:'8/8/23. . . .. .... . OWNER(S).OF PROPERTY: Name:Brookyln Timber LLC sr-M:#1000-035.00-03.00-007.000 Project Address' 510 Gull Pond:Lane, Greeri ort, NY, 11944:. Pno•rie#:.631-512-4522. Email:monumentalprope.rty@yahoo.com: Mailing Address3080 Route:112.Suite B, Medford NY, 11763' : . CONTACT PERSON: Name:Christopher F. DWyer; Associate,_LKMA. Mail ing.Address:437 South Country. Road,. Brookhaven, NY, -1'1719. Phone#: ' Email: ' 63.1-286-8668- � cdwyer@Ikma:com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele;; P.E., Executive Vice President, L.K. McLean Associates.;:,P;C Mailing Address". 437 South :Country Road,,Brookhaven, NY 11719 Pnor,e# 631-286-8668 '- Email:rsteele@Ikma:.com CONTRACTOR INFORMATION: Name;:Oasis at Mattituck Corp. .. :Mailing Address:. 3080 Route:l'12 Suite C, Medford, NY 11763 :: - :- Phone•#:.631 '767-480.7 .: Email:.peter@modernagefiomebuild`ing:com DESCRIPTION OF PROPOSED CONSTRUCTION RNew.Structure ❑Addition .ElAlt6ration EIRepair Demolition Estimate -Cost ci Project: . •... ❑Other Will the lot be re-g aded? ®Yes:❑No•:: Will excess fill.be:removed from premises? RYes -]No PROPERTY'INFORMATION . . Existing use of propertyVabant Intended use of property:.Sihoe Famil Re.Sldence Zone or use'disti ict:in which premises is.situated: : :Are there,any:covenants and restrictions with respect to.. this property? ❑Yes ®:Nd-:lF.YES, PROVIDE.A CQRY,.: ❑ Check Box Af ter.Reading: The owher/contractor/design professional is responsible for all drainage and storm water'issues as provided by , Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone. Ordinance of the Town of Southold;Suffolk,County,New York arid.other applicable Laws,Ordinances or Regulations;for the construction of buildings, _ additions;alterations or for removal or:demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections:False statements made herein are . punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York.State Penal Law. Application Submitted By(print name): rlStO . e.r Wyer: : BAuthorized'Agent ❑Owner Signature of Applicant: — — Date:. .0 ^ STATE OF NEW YORK) SS: COUNTY OF ) Christopher F....Dwyer being duly sworn,deposes and says that(s)he is the applicant Name of individual.signing contract a ove:name Agent ' (S)he.is the -. :.:. (Contractor;:Agent,Corporate Off.icer,etc.) of said owneror.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.m ` . ay of ; 200-3 r CHRISTINE:ViIIEGAND Yorks Notary Pu i N PUBLIC to . NOTARY PU.B t ffol si, k co 02 110 :No,01W162103 Ys®� . .... .. t 17 .. ling,sld. uolsS/ • . to fission Expires Au. .. J y Comm . .. �Mo ela S lZgl wcuoJ:.:: PROPI ( OWNER AUTHORIZATIC °�,�l JS ?8� ab1N: .... ... . . .. djV Where the applicant is not the owner 1L 1�HC.'. 'ON I, ah .,�ll�r i-�:►.:%Li residing.at:: :': 3 f �rsD �►.e,•J . Ny: .���i9 do hereby.authorize tiN �e : to apply on my behalf to the:Town of.Southold Building Department for approval,as described herein. . Owner's,Signature Date , . : Print Own .r's Name 2 Glenn Goldsmith,President _````�O� SQ(/Ty Town Hall Annex OVA Ql A.Nicholas Krupski,Vice President Q . 54375 Route 25 P.O.Box 1179 Eric Sepenoski J [ Southold,New York 11971 Liz Gillooly cam+ ,c G Q Telephone(631) 765=1892 Elizabeth Peeples Fax(631) 765-6641 Zm z R BOARD OF TOWN TRUSTEESr, TOWN OF SOUTHOLD 0..0 t 2 3 2023 Permit No.: 10473A C Date of Receipt of Application: September 20, 2023 ` Applicant: Speonk Land Development LLC SCTM#: 1000-35-3-7 Project Location: 510 Gull Pond Lane., Greenport Date of Resolution/Issuance: October 18, 2023 Date of Expiration: October 18, 2026 Reviewed by: Eric Sepenoski; Trustee, Project Description: Install a 1680sq.ft.*asphalt driveway and 10'.dia. drainage pool. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations;as indicated on the site plan prepared by L.K. McLean Associates, P.C., received on August 8, 2023, and stamped approved-on October 18, 2023. Special. Conditions: None Inspections: Final Inspection. . If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit Will be required. This is not a determination from any other agency. Glenn,Goldsmith., President Board of Trustees i $D l; Glenn Goldsmith,President Town Hall Annex A% 54375 Route'25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski # Southold,New York 1197:;6 Liz Gillooly G ?: Tel h e 1)�6589 Elizabeth Peeples ',�► • �� 1ax31 86. 641 Ma� 212 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD gueld'ere3 Dopel TOV40 01 CERTIFICATE OF COMPLIANCE 4 2223 C Date:..Nlarch 17:202 : TffiS CERTIFIES that the:itistailation of a 1430sci ft:asphalt'driv—wa*,and l`0`'dia..drainaae 000i. At.510 Gull Porid-Larie:.Greeriport, Suffolk County Tax Map#i000=35�3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated.,September,.20 2023`,pursuant to which Trustees Administrative Permit 0473A' Dated bdtobier 18.2023,was issued and Amended Mac6h`20 2024i conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of a 143Usq-ft asphalt driveway and l0'diar draiaa�e noo1. The certificate is issued to K LAND DEVELOPMENT LLXZ owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Division of Environmental Permits,Region 9 SUNY®Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-03651 F:(631)4440360. www.dec.ny.gov p E I V. E November 28, 2023 NOY 3 0 2023 Building Department Brooklyn Timber LLC Town of Southold c/o Robert T Ike 3080 Rte 112, Ste B Medford, NY 11763 Re: Permit No. 1-4738-04965/00001 Facility: 510 Gull Pond Ln, Greenport, NY SCTM# 1000-35-3-7 FWW# GP-13 Dear Permittee: . -. .. In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address.Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincere) , Ma MacKinnon Permit Administrator cc: LK McLean Associates, PC, BEH, BMHP, File vEW Department of rows Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 _ 1 ` PERMIT ,Under the Environmental Conservation Law ECL Permittee and Faci!#y Information Permit Issued To: Facility BROOKLYN TIMBER LLC BROOKLYN TIMBER LLC C/O ROBERT T IKE 510 GULL POND LNI1000-35-3-7 3080 RTE 112 STE B GREENPORT,NY 11944 MEDFORD,NY 11763 Facility Application Contact: CHRISTOPHER F DWYER LK McLEAN ASSOCIATES PC 437 S COUNTRY RD BROOKHAVEN,NY 11719 (631)286-8668 Facility Location: in SOUTHOLD in SUFFOLK COUNTY . Facility Principal Reference Point: NYTM-E: 721.948. NYTM-N: 4555.0693 _ _..... .......----...___.............. . . Latitude: 41106'598" Longitude: 72°21'23.1" Project Location:>510 Gull Pond-L-n,Greenport SCTM#1000-35-3-7 Gull Pond Authorized Activity: Install an asphalt driveway,drainage structure and temporary construction entrance. All work must be done in strict accordance with the plans prepared by L`K McLean Associates, PC,page DEC 1 last revised 11/15/2023,page DEC 3 dated April 2023 and all pages stamped NYSDEC approved 11/28/2023. Please note,based on the information you submitted,the Department of Environmental Conservation has determined that the above property west of the functional, asphalt road(Gull Pond Ln) greater.than 100 feet:m length, which was constructed prior to August 20, 1977 as seen on the Tidal Wetland Map# . 722-554 and IR#355, as shown on the site plan noted above, is.beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661),no Tidal Wetlands permit is required to conduct regulated activities for this parcel. Also note,the rest of the proposed project: construct new single family dwelling, garage , I/A OWTS and drywells are greater than 100' from the freshwater wetland, as shown on the site.plan noted above and verified by our field biologist, is beyond the jurisdiction.of the Article 24 Freshwater Wetlands Act. Therefore, in accordance with the current Freshwater Wetlands Regulations (6NYCRR Part 664),no Freshwater Wetland permit is required for those activities listed(sfd, garage, I/A OWTS and drywells). i 1 1 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 Please be advised, no construction, clearing, and/or ground disturbance may take place within 100 feet of-- NYS regulated freshwater wetlands or within 300 feet of NYS regulated tidal wetlands without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation beyond the property boundary which may Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-04965/00001 New Permit Effective Date: 11/28/2023 Expiration Date: 11/27/2028 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditioins included as part of this permit. Permit Administrator:MARY A MAC KINNON,-DEPUTY-REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: Date' Distribution List CHRISTOPHER F DWYER Habitat Bureau of Marine Habitat Protection File Mary MacKinnon Permit Components NATURAL RESOURCE PERMIT CONDITIONS . GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 NATURAL RESOURCE PERMIT CONDITIONS.- Apply to the Following Permits: FRESHWATER WETLANDS I.'.Post Permit Sign The permit sign enclosed with this permit shall-be posted in a conspicuous �- ......-4ocation--on-the:worksite andaadequately:.proteeted from 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by LK McLean Associates,PC page DEC 1 last revised 11/15/2023, page DEC 3 dated April 2023 and all pages stamped NYSDEC approved 11/28/2023. 4. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with-the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date.-of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 5. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded-with an appropriate perennial grass,and mulched with straw immediately upon completion of the project;.within two days of final grading, or by the expiration of the permit,whichever is first. 6. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall"be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 7. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. S. Silt Screen Prior to commencement of any construction activities, a continuous line of silt screen (maximum opening size of U.S. Sieve#20) shall be staked as shown on the approved plan. 9. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. 10. Maintain Silt Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function,until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04965 11. Area Limits The limits of clearing, grading and ground disturbance line is equal to the line of the proposed silt fence, as shown on the approved plans. 12. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of.clearing and ground disturbance shown on the approved plan. 13. Clean Fill Only, All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag,flyash,broken-concrete, demolition debris,garbage, household refuse,tires, woody materials including tree or landscape debris,and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 14. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body,wetland,or wetland adjacent area. 15. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 16. Stormwater Management All drainage structures within 100 feet of the freshwater wetland boundary must be installed..as shown on the approved plan. 17. State Not,Liable for Damage The State of New York shall in no case be liable for any-damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improirement of navigation, or-forother purposes, and no claim or right to compensation shall accrue from any such damage. 18. State May Order,Removal.or Alteration of Work _If future operations by the.State of New York require an alteration in the-position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural.work,obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Maw Facility DEC ID 1-4738-04965 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,.epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order'the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,.including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this1Permit to Other Department Orders and Determinations Unless expressly provided for,by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. - 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or..supplemental information the Department requires. Any,renewal,modification or transfer granted by the Department must be in writing. Submission of ' applications for permit renewal,modification or transfer.are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; Page 5 of 6 J NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4739-04965 C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or._applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to)actual transfer of ownership. NOTIFICATION OF OTHER PERMITTER OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees; and agents("DEC")for all claims, suits,actions,and damages,to the extent attributable to the permittee's.,acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to'any claims; suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, `suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision. under federal or state laws. Item b: Permittee's-Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the" permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 o�gUFFOtIr�oG BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 y Temporary Certificate # ©3 Date Low f 2024 Customer Name odW p A,,Ae Voww MAve Electrician Name yg,_' i7eCM; Cclw"Anq Address SLO a / oh jy 14 « or Phone ta311 • 5 10 • 5l 3 e-mail jy� o f� ` «frit or o� e-mail ti,%SO G� IQ �� J ;Cecyp Phone S Lo 9 • 4+SI 3 License# 4 5N. - PA E Size oLOo A Phase 1 Overhead Underground #of Meters l Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service Y N tg Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days the date above. Authorized by � ECE0WE Fat/( BUILDING DEPARTMENT-Electric I pedgp — 6 2024 �O Gy TOWN OF.SOUTHOLD H x' Town Hall Annex- 54375 Main Road - Pon oou aold t ^+` Southold, New York 11971-0959 Telephone (631-) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.4ov - seandC�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All.information Required) Name: Address: Cross Street: Phone No.:(j51_,51Vq, 4SJ5 Bldg.Permit#: 50 105 email: Tax Map District: 1000 Section: Block: Lot: OF WORK:INCLUDE SQ OOTAGE'(Please Print Clearly): A00 k o 1+ ,�Ir"ce , N& House d w�l tn3C Square Footage:', Circle All That Apply: C&-Qk Is job ready for inspection?: Pr YES❑NO XRough In 0 Final Do you need a Temp Certificate?: YES NO � 4 y p � �. ❑ Issued ���n3 �Wla�.��.CQ � Temp Information: (All information required) Service SizeV1 Ph❑3 Ph Size:QDD A #Meters I Old Meter# VfNew Service❑Fire Ri onnect❑Flood Reconnect❑Service Reconnect❑Underground DOverhead # Underground Laterals 2 R H Frame Pole Work done on Service? WrY N Additional Information: PAYMENT DUE WITH APPLICATION loo Z 12-� �a�eo� lJ��1�� T015-0 V,,C C-A� (off 1 a� 47 �' J sUiFQ STF O�]E�.I��[\WA�C']E]E� Scott A. Russell SUPERVISOR MANA\(Gr]EMHEN�F z SOUTHOLD TOWN HALL-P.O.5ox 1179 p �, 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Town of S'o u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANTiI # � ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) �j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — {; !� APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Christopher F. Dwyer Date: 8/9/23 :i' I$,�nalulel er cdw Ikma.com .. Contact Information: cdwyer@lkma.com IL Yelephnne Numhetl \ 631-286-8668 j Property Address / Location of Construction Site-, 510 Gull Pond Lane, Greenport, NY, 11944 S.C.T.M. #: 1000 District 035.00 03.00 007.000 Section Block Lot "i TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT is .. 0 - Area of Disturbance is less than I Acre. No S P.D.E.S. Permit rs Required ! Project does Not Discharge to Waters of the State. No ST.D.E.S. Permit is Required i - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly '. to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ® - Area of Disturbance is Greater than'l Acre & Storm-m-•ater Runoff Flows Through Southold Town's MS4 Systems to Waters of'the State of Ne\,v York. THE APPLICANT MUST OBTAIN =3 a S P D E S' Permit through the Southold Town Engineerme Department_ Prior to Issuance of a Building Permit. Date: I': Reviewed By: FnR M = qM(-P -Tr)',- nrrnhar 9n I q //P^stewart TITLE , 1 , y.. March 9, 2023 The Town of Southold Building Department 54375 NY,Route 25 Southold, NY 11971 Re: ADVOCATE'S ABSTRACT, INC. Agent ID 322753 Title No.ADV-10367-S Owner(s): Brooklyn timber LLC Premises: 035.00-03.00-007.000 Dear Sir or Madam: Please be advised that as of March 9, 2023,ADVOCATE'S ABSTRACT, INC. is a duly authorized agent of Stewart Title Insurance Company.As such, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,omit title exceptions,collect title premiums and issue Title Insurance Policies and Endorsements thereto. e truly yours... ayne Plevrite Assistant Vice President Cc: ADVOCATE'S ABSTRACT, INC. Stewart Title Insurance'Company 2 Grand Central Tower 140 East 451'Street,33'd Floor New York,NY 10017 (212)922-0050 main stewart.com/new-vork t , t ' r ADVOCATES ABSTRACT, INC. Issuing policies of AlLstewaft Title No. ADV-10367-S -SINGLE & SEPARATE SEARCH STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) STEPHEN M.RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.',an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 035.00 Block: 03.00 Lot: 007.000 That such search includes a chain of title as to the premises and all of the adjoining lots. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC., as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 9`h day of March, 2023. s KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Coun Commission Expires '7'3 6302 Route 25A • Wading River, NY 11792 631-929-6686 • 631-929-3708fax SUBJECT PREMISES: 1000-035.00-03.00-007.000 Lillias Corwin Dated: 04/24/1905 to Rec'd: 04/24/1905 Herbert L. Fordham Liber: 566 Page: 321 (Part of premises) Arthur L. Moore, Wm Clifford Moore Dated: 05/23/1911 and E. Hicks Herrick, as Trustees under . Rec'd: 06/02/1911 the Last Will and Testament of William H.H. Liber: 765 Page: 503 Moore (Part of premises) to Herbert L. Fordham Sarah E. Wickham, James Wickham, Cora Wickham, Dated: 07/22/1911 William H. Wickham, Florence A. Wickham and Rec'd: 09/21/1911 Julia M. Wickham Liber: 786 Page: 131 to (Part of premises) Herbert L. Fordham Sterling Cemetery Dated: 07/12/1911 to Rec'd: 07/13/1911 Herbert L. Fordham Liber: 776 Page: 408 (Part of premises) Herbert L. Fordham died on 09/10/1953 leaving entire estate to his wife, Inez Fordham. Inez Fordham died on 10/21/1954 leaving entire estate to Austin Davison. Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 91h day of March, 2023. Gzc.e�at`�• �.�d�.e_e-� Page 2 of 10 KAREN L.RICHARDSON - NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk ounty Commission Expires 3 3 Continuation: 1000-035.00-03.00-007.000 Austin Davison Dated: 12/04/1958 to Rec'd: 01/23/1959 Robert H. Preston Liber: 4577 Page: 528 (Premises and more) Robert H. Preston Dated: 05/07/1959 to Rec'd: 06/16/1959 Ruth F. Preston,Ida Belle Latham and Liber: 4642 Page: 146 Robert L. Muir (Premises and more) Ruth F. Preston,Ida Belle Latham and Dated: 12/31/1968 Robert L. Muir Rec'd: 01/21/1972 to Liber: 7091 Page: 492 Irving C. Latham and (Subject Premises) Ida Belle Latham,ux. Ruth F. Preston, Ida Belle Latham and Dated: 12/31/1968 Robert L. Muir Rec'd: 01/23/1972 to Liber: 7184 Page: 187 Irving C. Latham and (Re-Recorded) Ida Belle Latham, ux. Irving C. Latham and Ida Belle Latham, by Dated: 10/30/1995 JoAnne K. Hecker, as Guardian Rec'd: 11/08/1995 to Liber: 11749 Page: 330 Carlton Terry Latham (Subject Premises) . Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9'day of March, 2023. p w Page 3 of 10 KAREN L.RICHAROSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk oun Commission Expires S1 �!'� Continuation: 1000-035.00-03.00-007.000 Carlton Terry Latham Dated: 09/10/2001 to Rec'd: 09/26/2001 Gull Pond Inc. Liber: 12143 Page: 824 Gull Pond Inc. Dated: 10/08/2002 to Rec'd: 10/29/2002 Jacob Anteby Liber: 12211 Page: 273 (Subject Premises) Jacob Anteby Dated: 08/23/2005 to Rec'd: 09/13/2005 Alexandra Jones Liber: 12408 Page: 990 (Subject Premises) Alexandra Jones Dated: 01/05/2007 to Rec'd: 03/05/2007 Kyle Maldiner Liber: 12494 Page: 899 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9'day of March, 2023. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C un Commission Expires� 3 23 Page 4 of 10 PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-035.00-03.00-006.000 Lillias Corwin Dated: 04/24/1905 to Rec'd: 04/24/1905 Herbert L. Fordham Liber: 566 Page: 321 (Part of premises) Arthur L. Moore, Wm Clifford Moore Dated: 05/23/1911 and E. Hicks Herrick, as Trustees under Rec'd: 06/02/1911 the Last Will and Testament of William H.H. Liber: 765 Page: 503 Moore (Part of premises) to Herbert L. Fordham Sarah E. Wickham, James Wickham, Cora Wickham, Dated: 07/22/1911 William H. Wickham, Florence A. Wickham and Rec'd: 09/21/191'1 Julia M. Wickham Liber: 786 Page: 131 to (Part of premises) Herbert L. Fordham Sterling Cemetery Dated: 07/12/1911 to Rec'd: 07/13/1911 Herbert L. Fordham Liber: 776 Page: 408 (Part of premises) Herbert L. Fordham died on 09/10/1953 leaving entire estate to his wife, Inez Fordham. Inez Fordham died on 10/21/1954 leaving entire estate to Austin Davison. Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9"day of March, 2023. o c,6 Page 5 of 10 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Cpunty Commission Expires 'j Continuation: 1000-035.00-03.00-006.000 Austin Davison Dated: 12/04/1958 to Rec'd: 01/23/1959 Robert H. Preston Liber: 4577 Page: 528 (Premises and more) Robert H. Preston Dated: 05/07/1959 to Rec'd: 06/16/1959 Ruth F. Preston, Ida Belle Latham and Liber: 4642 Page: 146 Robert L. Muir (Premises and more) Map of Fordham Acres Section 1 at Greenport, Filed on 03/07/1962, Map #3519 (Lot 6 - Subject Premises) Ruth F. Preston, Ida Belle Latham and Dated: 10/13/1964 Robert L. Muir Rec'd: 10/28/1964 to Liber: 5641 Page: 33 Roman Wdowiak and (Subject Premises) Regina Wdowiak, ux. No Proof of Death for Regina Wdowiak. Roman Wdowiak Died on 05/08/2003. Continued.... ADVOCATE'S ABSTRACT,INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9th day of March, 2023. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01 R14837291 Page 6 of 10 Qualified in Suffolk qounW Commission Expires. 3 Continuation: 1000-035.00-03.00-006.000 Anne M. Hale and Roman Wdowiak, Jr., Dated: 11/01/2003 as Sole Distributees and Heirs-at-law of Rec'd: 11/24/2003 Roman Wdowiak Liber: 12285 Page: 807 to (Subject Premises) Keith L. Woodside and Kyle Maldiner (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 91h day of March, 2023. sandx3 uolsslwwo0 KAREN L.RICHARDSON f4uno0 wiln's ut paulleno NOTARY PUBLIC,State of New York I,6ZLC0I, 1 W 01 R14837291 )Iio�maN 10 81e}S'oi-iond Ailb10N Qualified in Suffolk ou ty NOSO8dH0121'1 N32lV>I Commission Expires 3 Page 7 of 10 PREMISES ADJOINING WEST OF SUBJECT PREMISES: 1000-035.00-03.00-013.002 Lillias Corwin Dated: 04/24/1905 to Rec'd: 04/24/1905 Herbert L. Fordham Liber: 566 Page: 321 (Part of premises) Arthur L. Moore, Wm Clifford Moore Dated: 05/23/1911 and E. Hicks Herrick, as Trustees under Rec'd: 06/02/1911 the Last Will and Testament of William H.H. Liber: 765 Page: 503 Moore (Part of premises) to Herbert L. Fordham Sarah E. Wickham, James Wickham, Cora Wickham, Dated: 07/22/1911 William H. Wickham, Florence A. Wickham and Rec'd: 09/21/1911 Julia M. Wickham Liber: 786 Page: 131 to (Part of premises) Herbert L. Fordham Sterling Cemetery Dated:07/12/1911 to Rec'd: 07/13/1911 Herbert L. Fordham Liber: 776 Page: 408 (Part of premises) Herbert L. Fordham died on 09/10/1953 leaving entire estate to his wife, Inez Fordham. Inez Fordham died on 10/21/1954 leaving entire estate to Austin Davison. Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 91"day of March, 2023. c Page 8 of 10 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York DIR14837291 Qualified in Suffolk Qounty Commission Expires 3 Continuation: 1000-035.00-03.00-007.000 Austin Davison Dated: 12/04/1958 to Rec'd: 01/23/1959 Robert H. Preston Liber: 4577 Page: 528 (Premises and more) Robert H. Preston Dated: 05/07/1959 . to Rec'd: 06/16/1959 Ruth F. Preston,Ida Belle Latham and Liber: 4642 Page: 146 Robert L. Muir (Premises and more) Robert H. Preston,Ruth F. Preston, ux., Dated: 12/28/1979 Robert L. Muir, Helen Muir, ux. and Rec'd: 02/22/1980 Ida Belle Latham Liber: 8781 Page: 523 to John A. Costello John A. Costello Dated: 04/30/1980 to Rec'd: 06/30/1980 Peconic Holding Company Inc. Liber: 8831 Page: 294 Continued.... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9th day of March, 2023. Page 9 of 10 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk oun Commission Expires �'� Continuation: 1000-035.00-03.00-011002 Peconic Holding Company Inc. : Dated: 06/04/2004 to Rec'd: 06/17/2004 John A. Costello and Liber: 12325 Page: 523 Carlton T. Latham John A. Costello and Dated: 12/28/2004 Carlton T.Latham Rec'd: 01/11/2005 to Liber: 12365 Page: 383. Sterling Cemetery Association (LAST DEED OF RECORD) PREMISES ADJOINING EAST OF SUBJECT PREMISES: Gull Pond Lane Dated: March 9, 2023 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 9'day of March, 2023. � �j�G�.e-ti off°. • KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C un Commission Expires 202,3 Page 10 of 10 al ria o� . So3�^7 Pool Issues with construction at 510 Gull Pond Lane 1. Began construction this morning, including dropping lumber, hammering and using a nail gun, at 7 a.m. 2. Garbage strewn along road/yard: empty water bottles,food waste, sandwich wrappings, etc. 3. Parking on edge of road and leaving ruts in our yard 4. Encroaching on cemetary/Peconic trust land 5. Removed property boundary location, but are operating very close to the edge— distance of building from edge before easement is required? 6. Mud in road—no effort to remove it. 7. Someone must have complained about the mud, because at one point,they were using a gas-powered leaf blower to blow dirt, including onto our property, resulting in a film of dirt on our vehicles 8. No safety measures evident 9. Undocumented workers? Purchaser: Brooklyn Timber LLC Represented by: Patricia Moore J L11AA 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 MATfHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. August 9,2023 Town of Southold Building Department 54375 Main Road, P.O. Box 11 Yaphank, NY 11980 Re: 510 Gull Pond Lane,Greenport,NY,11944 Letter Requesting Building Permit LKMA Project#:23043.000 SCTM:1000-035.00-03.00-007.000 To Whom It May Concern: In order to obtain a building permit for a property located at 510 Gull Pond Lane, Greenport, NY, 11944, we are submitting the following: - (1)Original Building Permit Application:Signed and Notarized • (1)Original Signed Survey • (4)Original Signed Sets of Architectural Drawings - (1)Copy of SCDHS Approved Plans - (1)Original ResCheck, Manuals, HVAC loads,etc. • (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,AC. CFD:fp Enc(7) Cc: Brooklyn Timber Investors LLC w/enc. LKMA File Copy TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 LKARA L. K.McLEAN ASSOCIATES,P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 03/19/25 1 PROJ NO.: .23043 437 SOUTH COUNTRY ROAD A Whom it May Concern BROOKHAVEN,NEW YORK 11719 a E: TO: Town of Southold Building Department 51 G I Pond Lane,Greenport,NY 11944 S437S Main Road 25 Final CO Submission P.O.Box 1179 MAR 2 Southold,NY 11971 �o_.par4rve�t eRc4�!�9 f . We are sending you Ex Attached EN0yAAcirfQ@t ??81r via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Other: Certifications Copies Date No.Sheets Description 1 3/19/2025 1 Final As-Built Survey(SCDHS Green Stamped) 1 3/19/2025 1 Solder Certification 1 3/19/2025 1 Combustion Safety Testing Form 1 3/19/2025 1 HERS Certificate 1 3/19/2025 1 Insulation Certificate 1 3/19/2025 2 Electrical Certification(House) AF�- These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File Signed: Jake Ortiz-VanEvery Generated by REScheck-Web Software Compliance Certificate Project 2023_014 Oasis 2-R-5 s Nary Energy Code: 2018 IECC e��•�p�` Location: Greenport, New Yorker w t E Construction Type: Single-family ,* Project Type: New Construction Orientation. Bldg. faces 45 deg. from Nort % U0• ,o 0 Conditioned Floor Area: 4,613 ft2 �i� •� •��°°••e�g�\`��� Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 510 Gull Pond Lane Modern Age Home Builders, LLC Jerry D'Amaro Greenport, New York 11944 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: 0.2%Better Than Code Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. 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 014 Oasis 2-R-S Report date: 07/29/23 Data filename: Pagel of 8 Gross Area Cavity Cont. Prop. Req. Prop. Req. 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.Orientation: Right side 116 13.0 5.0 0.057 0.060 7 7 Wall-Back main:Wood Frame, 16"o.c. 966 15.0 5.0 0.053 . 0.060 40 45 Orientation: Back 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 13.0 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 0.047 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 Equipment _ . . 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 b 'ng has been dened to meet the 2018 IECC requirements in REScheck Version : REScheck-Web_and to comply with the mand ory quirements in the REScheck Inspection Checklist. Jerome T. D`Amaro II` Zf�Z Name-Title Signatu ate President, D'Amaro Engineering and Surveying, P.C. Name-Title Sign ure Date Project Title: 2023_014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 2 of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Feld Verified #, Pre Inspection/Plan'Review Value Ualue Complies Comments/Assumptions 103.1, :Construction drawings and _ i" `:,❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate , ❑Does Not [PR1]1 j energy code compliance for the 0 ;building envelope.Thermal [:]Not Observable envelope represented on ❑Not Applicable s:. t r w,. construction documents. 103.1, ;Construction drawings and ;i` ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 j energy code compliance for [PR3]1 ;lighting and mechanical systems ❑Not Observable , ;Systems serving multiple ❑Not Applicable OID dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. ys�+ 302.1,. 4 Heating and cooling equipment is: Heating: ; Heating: ;❑Complies :Requirement will be met. 463.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA L , Manual]or other methods Cooling: Btu/hrg ❑Not Observable approved by the code official. ; ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2; Medium Impact(Tier 2) 3f Low Impact(Tier 3) Project Title: 2023_014 Oasis 2-R-S- Report date: 07/29/28 Data filename: Page 3 of 8 Sect ion e Field ie Plans Verif i 1 Comments/Assumptions o- Value Valuemp ies. - E4i,Req.,I Dz 402.1.1 1 Conditioned basement wall R- :E]Complies :See the Envelope Assemblies :0 D I Not table for values. [F04]1 :insulation R-value.Where interior: oes R- R- 36 !insulation is used,verification 1 may need to occur during I bNot Observable Insulation Inspection. Not :E]Not Applicable :required in warm-humid locations: in Climate Zone 3. DComplies ;Requirement will be met. 303.2 Conditioned basement wall (F05]1 :insulation installed'per '' '�' IDDoes Not :manufacturer's instructions. E]Not Observable E]Not Applicable 402.2.9 lConditioned basement wall ft ft ;E]Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or PDoes Not table for values. !distance from top of wall. :,E]Not Observable El Not Applicable 303.2J,_,, A protective covering Is installed DComplies Exception- Requirement is [FQII]2,,.,.,to protect exposed exterior E]Does Not not applicable. insulation and extends a minimum of 6 in. below grade. E]Not Observable' El Not Ap plicable Snow ElComplies ;Exception, Requirement is 403.9 and ice-melting system [FO12]2 controls installed. ElDoes Not not applicable. 09 E]Not Observable ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3=) Project Title: 2023—014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 4 of 8 R Sectron`- Plans Verified Field Verified • Framing/ Rough In Inspection Complies Comments/Assumptions" • &,Req ID' Value Value • 402.1.1, 1 Door U-factor. U- U- ;❑Complies ;See the Envelope4ssemblies 402.3.4 :❑Does Not table for values. (I]' ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, I average). ❑Does Not ;table for values. 402.3.3, 402.5 I ; ;❑Not Observable jFR271 1 I ❑Not Applicable C� 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 w;w ,`r, 3 r ,. ❑Complies :Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not U instructions. ❑Not Observable ; I ❑Not Applicable 402.4.3 ;Fenestration that is not site built "•.❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 Y, ❑Not Observable or has infiltration rates per NFRC I �❑Not Applicable 400 that do not exceed code { I limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. (FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 405.2 All ducts in unconditioned spaces ; R- R- ;❑Complies ;Exception: Ducts located [FR25]1 or outside the building.envelope :❑Does Not completely inside the are insulated to zR-6. :building envelope. ;❑Not Observable ❑Not Applicable 463.3.5 Building cavities are not used as i' ❑Complies ;Requirement will be met. [FR15]3•. ducts or plenums. ❑Does Not ,AY ,: ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- :❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids I ;❑Does Not below 55°F are insulated to zR- I 3. ;❑Not Observable I ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 ;piping. ❑Does Not not applicable. v I ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are "°❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable • ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 r5 J Low Impact(Tier 3) Project Title: 2023_014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 5 of 8 Sectionti " i -Plans Verif ied'-, Field Verified. pl,i !Is & C 4 Value Value,i7!7 3031,! All installed insulation is labeled ElComplies I Requirement will be met. ON13P.Ir":','�;or the installed R-values LJ Does Not provided. 4 E]Not Observ able 4" E]Not Applicable 402.1.1, 1 Floor insulation R-value. R- R- DComplies ;See the Envelope Assemblies 402.2.6 Wood F-1 Wood PDoes Not table for values. El Steel E] Steel ;E]Not Observable :E]Not Applicable 303.2, 1 Floor insulation installed per ,V ElComplies Requirement will be met. 402.2.8 :manufacturer's instructions and E]Does Not [IN2]3 in substantial contact with the E]Not Observable :underside of the subfloor,or floor E]Not Applicable ',framing cavity insulation is in. !contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, *all insulation R-value. If this is a I R- R- :LJComplies ';,See the Envelope Assemblies '402.2.5. I'mass wall with at least Y2 of the ❑ Wood ❑ Wood PDO'es Not table for values. 402.2.6 ;wall insulation on the wall E] Mass E] mass :E]Not Observable [IN3]1 :exterior,the exterior insulation I I [] Steel E] Steel UNot Applicable !requirement applies(FRIO). 303.2 all insulation is installed per 0 plies com Requirement will be met. [IN4]:L :manufacturer's instructions. E]Does Not i",[:]Not Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) J Project Title: 2023014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 6 of 8 .Section Plans Verified "Field,Verified # Final Inspection Provisions-. Complies? "Comments%Assumptions &>Req:ID Value value 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, j ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [Fill' ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per '❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not {F12]' !Blown insulation marked every 300 ft-. ❑Not Observable ❑Not Applicable 402.2:3 " 'Vented attics with air permeable *' ❑Complies ;Exception: Requirement is LFI22]z insulation include baffle adjacent n ❑Does Not not applicable. to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]' ;ach in Climate Zones 1-2,and PDoes Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; I ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;,Exception:All ducts and air (FI27]' determine air leakage with ftz ftz PDoes Not ;handlers are located within :either: Rough-in test:Total !conditioned space. ;leakage measured with a �❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including Ithe manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a ,pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air ;handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F[4]' .cfm/100 ft2 across the system or ftz ftz :❑Does Not !handlers are located within <=3 cfm/100 ft2 without air i ;conditioned space. handler @ 25 Pa. For rough-in ;❑Not Observable I :❑Not Applicable tests,verification may need to occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies :Requirement will be met. jF12471 by manufacturer at<=2%of "�"` ' "' ❑Does Not design air flow. ❑Not Observable I ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2. installed for control of,primary Y ❑Does Not heating and cooling systems and initially set by manufacturer to "❑Not Observable code specifications. ❑Not Applicable 4,03.1:2 Heat pump thermostat installed ❑Complies :Exception: Requirement is MAP !on heat pumps. ❑Does Not 1 not applicable. ti{ ; ❑Not Observable ; I ❑Not Applicable ' 40351 Circulating service hot water ❑Complies :Exception: Requirement is [Flll]z' systems have automatic or El Not ;not applicable. accessible manual controls. , �� ;mots []Not Observable i❑Not Applicable 403,E".1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]z fans not part of tested and listed `❑Does Not HVAC equipment meet efficacy and air flow limits per Table 3, f , ❑Not Observable ; R403.6.1. ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact{Tier 2) 1 3,, Low-lmpact.(Tier 3) Project Title: 2023_014 Oasis 2-R-S Report date: 07/29/23 Data filename: Page 7 of. 8 Section "PlEinsVerifidd 4 ela'Veirliied. Final Inspection Pro isions Complies tomirne�t'�h�sqinp ns Value a Valu 403.2 Hot water boilers supplying heat Elcomplies :Exception., Requirement is [F126]2 • through one-or two-pipe heating oes Not not applicable. systems have outdoor setback control to lower boiler Water E]Not Observable 1]temperature based on outdoor E]Not Applicable �temperature. 403.5AJ Heated water circulation systems ElComplies :Exception: Requirement is [0128]1 have a circulation Pump.The E]Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply E]Not Observable pipe. Gravity and thermos- E]Not Applicable syphon circulation systems are -',Z' not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pumpMp when water is in circulation loop is at:set=pbint fen ure and perat- n e no demand for hot wat r exists 403.5.12.' Electric heat trace systems ElComplies Exception: Requirement is tF12912 comply with IEEE 515.1 or UL KIDoes Not not applicable. 515.Controls automatically adjust the energy input to the E]Not Observable El Applicable P heat tracing to maintain the Not desired water temperature in the A piping. I 403.5.2' Demand recirculation water OComplies :Exception: Requirement is [F130]2 ;not applicable. systems have controls that E]Does Not manage op eration of the pump and limit the temperature of the E)Not Observable water entering the cold water []Not Applicable piping to<= 1049F. 403.5.4 , Drain water heat recovery units ElComplies Exception: Requirement is [FI[31]? tested.in-accordance with CSA E]Does.Not 1 not applicable. B55.1. Potable water-side pressure loss of drain water heat E]Not Observable recovery units< 3 psi for E]Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 :90%or more of permanent ElComplies Requirement will be met. [F16]1 ;fixtures have high efficacy lamps. 0Does Not []Not Observable E]Not Applicable '.b ElComplies ;Requirement will be met. 40. 4.1.1 Fuel gas lighting systems have (17123]3 no continuous pilot light. LJDoes Not E]Not Observable E]Not Applicable 401.3, Compliance certificate posted. "Z ElComplies :Requirement will be met. c" [F17]z " ODoes Not E]Not Observable ..... E]Not Applicable 303.3 Manufacturer manuals for ❑ElComplies ;Requirement will be met. '[FI18]3 heating mechanical and water E]Does Not systems have been provided. ONot Observable -,E]Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 2023, 014 Oasi's 2--R-S' Report date: 07/29/25 Data filename: Rage 8 of 8 SURVEY OF PROPERTY SITUATE AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK I. MAIN RDAD S,Re. 25 MAP OF FORDHAM ACRES, SECTION ONE AT GREENPORT, FILED MARCH.7, 1962 AREA OF. PARCEL = 25,394t SQ.FT. OR 0.583t ACRE IN THE SUFFOLK COUNTY CLERK'S OFFICE AS-MAP NO. 3519 �. w. o I. 3 I W L17T 6 LOT 0 \ B, DEE XFENCE X72 \ \ E 200__ 00" ll NOTES. - MAP LINE MON MAP LINE --.--- _ _ N 65'08�03' xa.a ' - -- C - / _ 2 LIPA.#3 1: MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. $LUPE�S ?65.0 j .. _ Z LONG ISLAND -. RK STATE PLANE COORDINATE... SYSTEMNAD 1983, .. - BEARINGS SHZo ARE IN NEW YORK X8.2 xa� _ _ � �� / 3. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. -- _"` -----` \ / // d 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED, --_ - / LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE X1B.'5 �i'� -!''000 -8-� --- / I ' ''V NEW YORK STATE EDUCATION LAW. \ \ X77 7.7 X 8.4. / I_ I 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WRHAN ORIGINAL OF Z A \ \ \ : 8- - - - THE LAND SURVEYORS'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE .. O. '\ - \ \-/ -- - .. .. -VALID TRUE COPIES. .. WOOD LINE.. - \ X76 X � x72 W 6.• CERTIFICATONS INDICATEDHEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN . W .' 2 ACCORDANCE WITH THE FJOSTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW PORK STATEASSOCIA77ON OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEYIS PREPARED AND ONHIS BEHALF TO THE TITLE COMPANY, . J I GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE Q A X8.4 X8.5 // ��\ "X7.1 .- ` - ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TOADDMONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �. X8.1 X8.1 � ��----- - X7.2. _ X RIGHTS-OFWAYNOTSHOWNARENOTCER7IFIED. Z �A 6. THE SURVEY CLOSES MATHEMATICALLY. - '\ �� - - ,'^` 9. .UNDERGROUND UDLITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT X8.1 /���6 X7.3 // - %J \ LOCATED ON THE GROUND ANDIOR RECORD PLANS.BEFOREANYEXC4VA770NISTO V' \ X er / X 6.7 ti �� X 7.1 BEGIN,ALL UNDERGROUND UTIU77ES SHOULD BE VERIFIED AS TO THEIR LOCATION, SMEAND TYPE BY THE RESPECTIVE UTIUTY COMPANIES. \ X7.8 / X6.6 C \ 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO I \\ X76 .I �' \ J _ ANYEASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY \ REVEAL nJ / R1 7- ,\�) W 11. APPROXIMA7ELY3.OFSNDW COVER ON GROUND ON DAY OF SURVEY. I 4' ,6 / l X6.7 X6.5 I rw �,, _ 6' .6' / /_ o X6,5 NOTE: .. . ,,,o X7.7 .ALL BURIED U17LMES(WATER,ELECTRIC/TELEPHONEAND GAS)SHOWN ON THIS SURVEY ARE. X / / o � BASED UPON AS-BUILTINFORMAT/ON PROVIDED BY THE OWNER/DEVELOPEROR THEIR DULY X7a 6.9 0 AGN / i AUTHORIZED REPRESENTATIVES(INSTALLER)MEASUREMENTS. X 7.4 / SET-IN ROOT` WZN'-fREE \.. .. .. .. MON -- - _ I .1. X6.5 .- 77 NON .© . LEGEND UTILITY POLE S 65°08'03' W 200,00' , - � . \ ® .. •: :• GAS METER _ CONIFEROUS BUSH NG CEMETERY .. N/F STERLI ASSOCIATION 1 �(`l!F +VEfy 1 I • : DECIDUOUS TREE pd, :• WATER VAL VE L. STD y�L F--- . ...: . GUY WIRE OVERHEAD WIRES' . Z / 050528-: �4 i 05/25/23 T.L.S. I Boat removed from property T.L.S. ����� DATE ,- BY DESCRIPTION APPROV. BY REVISIONS CERTIFIED TO: Town. of, Southold .Suffolk County, New York Speonk Land Development LLC 510 Gull Pond Lane WesfcorLand Title Ins.Co. Green ort, New York Eminent Abstract :. Property' .Survey " SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. DISTRICT 1000 I hereby certify that.this map was made from an actual survey L.cIINSUL..MCLEANE S ae LAND ASSOCIATES, .C. VEYORS SECTION 035.00 completed by me on-O7J27/2023. 497 SO..COUNTRY ROAD, BROOKHAVEN,NEW YORK BLOCK 03.00 . ... � Q .Fleld Survey By. CMM Sheet No. Swle:" 1'.= 30' LOT 007.000 TAMARA L:STILLMAN,P.L.S. Brd.a.Byi GLB 'Date:-'March 3 2023 Il Pi\23043.000 510 Gull Pond Ln Greenport\Survey Dept\Draw/ngs\23043.000 Survey.dwg 8/10/2023 3148 PM Tamara Stlllnan - NYSPLS N0.:50528 Il Approved By. •TLS Flee No. 23043,000 AI BUILDINGS: t LAND N/F NC1J�'TH ROAD EXISTING VACANT I � } KEITH WOODSIDE AND KYLE MALDINER ' t : DEVELOPED ® PROPOSED 2 STORY RESIDENCE PUBLIC WATER \ :..�.�'.. ��=•'� ,• �.� -�� p � W/ 4 BEDROOMS N 6 S 't�0 /03 // 200, 00 / �7 ?' SITE DATA: a ; - - - - - - - - - ; SCTM#: 0100-035.00-03.00-007.000 _ '.."J \ \ S� i SITE AREA: 0.583 ACRE " c�' - GENERAL NOTES 1. NO EXISTING SURFACE WATER WITHIN 100' '2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150 OF THE PROPOSED SANITARY PROJECT o / � ,. , SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200 OF THE PROPOSED SANITARY LOCATION M M -TI� _ M, --� M/ / �-M----M M �-'M= M-= SYSTEM _7 " i 3. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. DW ,,` i 5. ALL PERCOLATION TESTS FOLLOWED DOH-1327 GUIDELINES AND WERE COMPLETED USING A STOPWATCH. A� " J8f E �' I 6. ANY UNSUITABLE MATERIAL FOUND DURING EXCAVATION MUST BE REPLACED WITH PROPOSED GRAVELESS \``F 9 GEOTEXTILE SAND �': . ASTMC33 SAND (SP OR SW). ' `� DM FILTERS FOR FUTURE ^ I 'j PROPOSED s M r EXPANSION. \ � I , . , . i SURVEY NOTES: }. SILT FENCE CO ----\ ` I � AS DETAILED 2 STY. 4 S I � BEDROOM I- -1 F -� -1 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS..�. ^I � i' - RESIDENCE I ( I I I I 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. W/ CRAWL SPACE F.F.=11.5 _� 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. = 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE ' - COONCRE E NEW YORK STATE EDUCATION LAW. LOCATION M A P \ _ AREA 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF LAND N/F I { \ i ! i i i -�- t THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO N.T.S. STERLING _ _ ^ BE VALID TRUE COPIES. CEMENTERY I� I \"..�_� / I I I I I 16. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ASSOCIATION I \ 3 / `` I I I I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS DEVELOPED u J ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND PUBLIC WATER L I I L \ SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM \ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, ' PR POSED �........ ........ GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ' GR VELESS O \ ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE GEOTEXTILE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. GARAGE SAND FILTERS "' 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. F.F.=9.5 - i - ...... ^I _" i �$•- THE SURVEY CLOSES MATHEMATICALLY. V / / OC. 1 78'-0"MAX, C.t DW I DW / w1?4k J rn PROPOSED CONSTRUCTION . 77 m LL 1 " .' - •1 Y � t ENTRANCE AS ` =W DETAILED 1�.- ;'� yx)) U. CID / IDW DW .. f(J y �� 50' MIN. f�''• ,.:� / TO BUT SUMCIENT KEEP - h" "�I / PROPOSED _ SEDIMENT ON SITE PERSPECTIVE VIEW `9 ' HAY BAIL AND/OR . t AIDS 5""STRIP sLT FENCING DRAIN a II _ I _ Off 36" MINIMUM 2 x 2 3r ` FENCE POST n ( -\ w :.;`,.• �, yw. ,.,..< , ��,,((pp.•'!a+, ___ �. _,j•> : w h`v.:`4::...r`:r.,. '• -.:a;•<"R„-''.�'..K`}.•..°'.�.• .•:r:r-?"�°'.r.4 S`' K i �_ � `: _w•p' <ti'i�i�'l r.... �.1,:1t. r.4t.,. ��b,:..•`aa'^)., •S• + - r F�'15 ti•. '1P WOVEN WIRE FENCE �f (6x6 10/10 WWF) r�r .: fir, r::-.•.:,� t-�� ,y }'s .y.wy-,w. ';^rr � I -. �`i•Y,'n.+,' .. t. : .ty_�y_.e.:'; �•t. �-.i, Ir5 / r °..,•y.. r^('1 Y" 1X/ \ _ i. } Ei;Y: 4�'{."t:f. '� Yy.,ifi� :�•w 0 / //�� / i:•`••T { ;r--'< p" FILTER CLOTH � '+.kyYw�•s"F;.Y S.-�?;7•:�CM>.,�>.<..:>, .� ..L?�4:F•`'r.•a w,l:�"+.Oz§ �,''ti: •• ` N �9:.'+,.,' '��. Yam,��.w S 6S 0-8 W 0�� w. <:., ._ 4' y , y4-si\ � � VwFy!;• �;• a:�:_.�.ha-Ak?. �,'',•.Y, .1?, .y. �, �a:. i '^'� '}:' `w • `.:'1'.t::';..•:�?d`^ # top / LAND N/F ":::'h''� •_ \ • !• ", EMBED FILTER CLOTH ODE STERLING CEMENTERY ASSOCIATION CONSTRUCTION ENTRANCE-FOUNDATION OF COM ACTED MIN. 6" INTO GROUND ' 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPRO D R.C.A. Z DEVELOPED I FILL Miff'(Mln.)ABOVE EXISTING GRADE FOR DRA NAGS In PUBLIC WATER C NOTE: a) PLAN VIEW MAXIMUM DRAINAGE AREA E 1/2 ACRE / 100 LINEAR FEET u, SECTION DETAIL C) R 0 A D EXISTING GRADE SILT FENCE DETAILS TEST HOLE BY MCDONALD GEOSERVICES CONSTRUCTION ENTRANCE-FOUNDATION of COMPACTED SCALE:NTS 3/9/2023 MAY BAIL AND/OR 3/4-STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. SILT FENCING FILL Mir(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. GROUND 10' o Mixed sane!and 14am CROSS SECTION ��� Fw` Water in mixed sand and loam 0 LIMIT OF FRESHWATER WETLANDS �,r TEMPORARY CONSTRUCTION ENTRANCE SAND BAG 3: 1.0 --------- t" AS FLAGGED BY GARY GENTILE Fw. SCALE:NTS ° Water in dark brown sandy organic clay CAL R.L.S. ON 6/6/2023 o O IMPERMEABLE 0.0 __,-- --- �' A A ;., SHEETING Water in dark brown bog p1\ LEG END: 0_ --------- 8' � SECTION SIDE SLO EVER - Water in dark brown sandy organic clay OL - - - - PROPERTY LINE A� --2'0 - �`` 1 1 EXISTING CONTOUR o O Q O O E,yt 8" THICK REINFORCED CONCRETE CONCRETE SLAB BELOW GRADE OVER 10 PROPOSED CONTOUR �� o' Water in brown clayey sand SC E SURFACE AS PER SITE PLAN LIMIT OF TREE CLEARING CONCRETE WASHOUT DETAIL. -� --- _. 12' SITE PLAN �� � -�- PROPOSED LIMIT OF GRADING AND SILT FENCE N.T.S. O / SCALE: 1 °=15 N I ODM PROPOSED DISTRIBUTION/SAMPLING MANHOLE u N RECAST CONCRETE 9CO PROPOSED SANITARY CLEAN OUT CHIMNEY s PROPOSED SANITARY PIPE Q Water in brown tine sand SP STORMWATER DRAINAGE ROOF LEADER FWL FRESHWATER WETLANDS BOUNDARY DATE BY DESCRIPTION APPROV. BY CALCULATIONS: TRANSITION z III II ®� ® �® ® AS FLAGGED BY GARY GENTILE, R.L.S. ON 6/6/202:3 II-1111 REVISIONS 0 CAST IRON CLEANOUT "T" o 0 ® � --e PROPOSED U.G. ELECTRIC REQUIRED DRAINAGE CALCULATIONS: BRANCH WITH BRASS OR g IIIII� 8" ADS DRAINAGE PIPE na 12 6" A DRAIN 510 GULL POND LANE (2" RAIN EVENT) BRONZE THREADED PLUG v ®®I�® � s" ADS DRAINAGE PIPE FOR w- PROPOSED U.G. WATER SERVICE TRENCH D N ONLY. IMPERVIOUS (ASPHALT DRIVEWAY) _ 2,,,5 SF 4" CAST IRON PIPE ®®�®� G R E E N P 0 RT NY 11944 C=(2,115 X 1)= 2,115 1% MIN. PITCH _ O� PROPOSED CEN5 I/A TANK 0 _�O 1$> 2.115 X 27/12" (gAINFALL)= 352.5 CF GRADE Q "• - IMPERVIOUS (ROOF) - 2,500 SF o PROPOSED RESIDENCE _ WATER ENCOUNTERED 3.8 BELOW SURFACE C=(2,500 X 1)= 2,500 SF - , n = r JPROPOSED GRAVELESS GEOTEXTILE SAND FILTER ,500 X 2; 12" (RINFALL)= 416.67 CF HIGHEST EXPECTED GROUNDWATER ® EL. 3.2 01 " L TEST HOLE ;PROPOSED DRAINAGE CALCULATIONS: S T O R M W A T E R MANAGEMENT N A G E M E N TM[A = O N.T.S. ASPHALT DRIVEWAY (DWl) , " 352.5 CF REQUIRED -5'-0"� 8" ADS -Iilll l\�� PROPOSED 10'0 DRYWELL P��-ON O SITE PLAN 1� • 10.0 DRYWELL- 352,5 CF/68.42 CF/VF= 5.15 VF SLOPE ® 1% :�,• t`'tZ F SITE PLAN DATA• PROVIDE: (3)100 LEACHING STRUCTURES 02' DEPTH = CLEAN SAND & " °s , UTILITY POLE GRAVEL FILL • L. K. McLEAN ASSOCIATES P.C. N o BROOKLYN TIMBER LLC ROOF (DW2 & DW3) ROOF LEADER DOWNFALL DETAIL GROUND dg . GAS METER a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 416.67 CF REQUIRED N.T.S. WATER Ni 510 GULL POND LANE GREENPORT, NY, 11944 CONIFEROUS BUSH 4, O > >0'0 DRYWELL= 416.67 CF/6$.42 CF/VF= 6.08 VF CLEAN SAND & THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS - 4, Sheet NO. 2'-0" Mi 8'-0" Diameter 2'-0" Mi 1 000-0�5.00-03.00-007.000 PROVIDE: (4)100 LEACHING STRUCTURES ®2' DEPTH GRAVEL FILL. DECIDUOUS TREE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \ - Designed By: MF CFD Scale: AS NOTED WATER VALVE AND/OR THE ACCOMPANYING SPECInCATKHJS, UNLESS R'S / SITE AREA: 25,394 SF 0.583 ACRES ,, � / I'x+ ENGINEER, WHERE SUCH AL1I77ATIONS ARE MADE,THE � N UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \\ O 7 _ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND - �' �� Drawn By: MF Date: APRIL 2023 Q LIMITS OF GRADING: 16,730 SF /0.384 ACRES TYPICAL SECTION @ LEACHING POOL (DW) GUY WIRE DESCRIBE,HE FULL EXTENT OF THE aTE,uRON ON THE C 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW n Scuk Nrs - OVERHEAD WIRES SECTION 7209-2). 4 Approved By: RGD File No. 23043.000 LAND N/F -- HMTH ROAD KEITH WOODSIDE AND KYLE MALDINER PROPOSED MAC'R'AM ILEGEND: DEVELOPED BLOWERS YODEL 11ACSORE ON O PUBLIC WATER XNtD CONCRETE ITTED To CONTROLLER TO BE ' —�--� PROPERTY LINE N 6 S 008'03"' E 200,00' PROPS PFULA CLEAN --1,-- EXISTING CONTOUR CONTROf \ NEVA 91 ENCLOSURE PROPOSED CONTOUR �_WI PROPOSED DISTRIBUTION/SAAIPUNG MANHOLE f -CO PROPOSED SANITARY CLEAN OUT ;. 6 �-- PROPOSED SANITARY PIPE •`1' � f —ra— FRESHWATER WETLANDS BOUNDARY AS PUGGED BY GAILY GENTILE, R.L.S. ON 6/6/2023 ROJECT P PROPOSED U.G.ELECTRIC LOCATION \ wVFFMt�lf�1� N %UW TC t I. CIMRCDAL R 3 18'YtN. I I —�— PROPOSED U.G.WATER SERVICE ABOVE/ GRAK-R<iiiDOW3 8 10'W. OR DOOR. N\ I tO] PROPOSED LENS I/A TANK _— PROPOSED GMVEIE55 /f(���I (T 10' YW. 3'3x GEOTE%T1tE SAND c y �) 14H DM FILTERS FOR FUTURE I r--, IF EXPNaION I PROPOSED GRAVELESS GE07EXTI E SAND FILTER �0 I 2 STY. 4 6 s z IL I (vl (� I BEDROOM fir. ]4' , I RESIDENCE 'w IYW�I I I � tiI' /OW , PROPOSED 10'a ORYWELL W/CRAWL SPACE F.F.=11.5 \ I I I I 11 I� �I `' 3 / Is I B I 0 TEST HOLE LOCATION `rhTt LAND N/F PERCOLATION TEST LOCATION LOCATION M A P I —7— - N.T.S. STERLING '"N UTILITY POLE PERCOLATION TEST TABLE CEMENTERY I "� I TZI I I s' GAS METER PERCOLATION TEST ASSOCIATION / 1O I I I DE TH DEVELOPED 'LL^' 9' \ CONIFEROUS BUSH TEST HOLE N0. LEST HOLE P IN. SOIL PROFILE DESCRIPTION-PRESOAK TRIAL 1 2 3 4 TYPPUBLIC WATER` �6/ / L I I -4Ts I^ DECIDUOUS TREE I 29' mwDi oounoim 6/5/23 TIME 2:0 2:39 3:12 2:16 PF)POSEDV J / WATER VALVE 6/6/�_23 \ _ GO TEXTILE TEXTILE A —i' t' C , \ / / GOVERHEAD WARES UY RARE TRIAL 1 2 3 3 GAE SAND TERS F.FR-B.S _ /i... - I `V / / / / 6/6/23 32" �.uu arcuRn�am 6/5/23 TIME :W 1:5 1:55 N/A _ _ I DW I DIN I TRIAL 1 2 3 3 roEa s+ro wO Ywr 1 I I I I / `�.. POSED 6�6%3 26• w Rma mmurrom 6/5/23 TIME :95 2:15 :27 :50 NO SWIP I DINi DW Q AS REPORTED BY L.K. MCLEAN ASSOCIATES, P.C. �/ - — '��-✓--�'' �P�y�f9 / / SANITARY SYSTEM SIZING CALCULATION PROPOSED 4 BEDROOM RESIDENCE D / \ � / I/A OWTS SYSTEM REQUIRED 440 GPD OF TREATMENT USE FUJI CLEAN CEN21 AS APPROVED BY SCDHS {/ LEACHING SYSTEM O ` \ ( MEASURED PERCOLATION RATE (AVERAGE) - 2.5 MIN/IN (1-5 MIN/IN) S 65 0 /�03/�W 200,_90� 1/ APPLICATION RAZE: 1.2 GPD/SF 61 / \ LENGTH OF SAND FILTER REQUIRED: LF(AS PER TABLE11) / LAND N/F TEST HOLE BY YGDONALD GEOSERVICES LENGTH OF SAND FILTER PROVIDED: 64 LF LF(2 ROWS O 32 LF EACH) / STERLING CEMENTERY ASSOCIATION 3/9/2023 FUTURE EXPANSION: 32 LF �( DEVELOPED .ROUND -7.0 IPUBLIC WATER µ,led sW and loam /L P JF�O,j T'_e , ('}Y rA E ■ V Ell /Sl I{` }I.-�7 EIJi----- Water in mixed amid and loam__ 6BOARD OF EES Wa1m n tlark brown sandy organic day OL 8 Water in dark brown bog PnCL TOWN OF Sr.-G /2023 Water In dark bows Sandy organic day OL/ uthold Town Water Water in brown clayey sand 8C oC.j� !S ,Z0Z� o �BDardOfTrustees LIMIT OF FRESHWATER WETLANDS 1x - c AS FLAGGED BY GARY GENTILE r~ I R.L.S. ON 6/6/2023 p u ° BUILDINGS: I Water in brown fine sand SP EXISTING VACANT o PROPOSED 2 STORY RESIDENCE ra J rn W/4 BEDROOMS I 3 D SITE DATA: SITE PLAN = SCTM#: 0100-035.00-03.00-007.000 d 1e ' SITE AREA: 0.583 ACRE SCALE: 1'=3o I WATER ENCOUNTERED 3.a'BELOW SURFACE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HIGHEST EXPECTED GROUNDWATER O EL 3.2 GENERAL NOTES T HOLE 6/8/23 FP AS PER PERCOLATION TESTS AND WETLAND PUGGING CFD 'D. _ O[ �" DATE BY DESCRIPTION APPROV. BY 1. NO EXISTING SURFACE WATER WITHIN 100' � 1 r� REVISIONS 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM 7, 3. NO DRAINAGE STRUCTURES WITHIN TO. OF SANITARY SYSTEM K ^ U 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. � C` r C I 510 GULL POND LANE = 5. ALL PERCOLATION TESTS FOLLOWED DOH-1327 GUIDELINES AND WERE COMPLETED USING A STOPWATCH. O� GREENPORT NY 11944 3 6. ANY UNSUITABLE MATERIAL FOUND DURING EXCAVATION MUST BE REPLACED WITH ASTMC33 SAND (SP OR SW). C, i PROPOSED RESIDENCE SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. r W T 2. BEARINGS SHOWN ARE IN NEW YORK STATE PUN COORDINATE SYSTEM, LONG ISLAND ZONE. SANITARY PLAN 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. �L f` r 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209. SUBDMSION 2, OF THE NEW YORK r STATE EDUCATION LAW. y �+ / 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S 'EMBOSSED"OR "INKED' SEAL SHALL BE CONSIDERED TO BE VALID \\ 7` L. K. McLEAN ASSOCIATES, P.C. TRUE COPIES. (f^ ` / 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE r c ~ CONSULTING ENGINEERS u7 Sanx touxTRr Row.NroORHuvDL NEW TOIIX It7u r NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS- SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS FLS.?1T.) i a. Sheet No. r BE TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE "a,,,m."r':'�rnw„Krae r'..'rm.°rar w M I n Deaignea By: MF/CFD scole: AS NOTED NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENi OWNERS. _ 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. °iCiD1""o;;,.m,,,,n su sup e.c,w Drawn By: MF I Date: APRIL 2023 S 8. THE SURVEY CLOSES MATHEMATICALLY. `-' ''°":�„',�-;r "" APPro.9d By: RGD File No. 23043.000 LAND W/r ACWW FA4D KETT14 N000SIIE AND KYLE %kDIMEQ tWorory Wx T Am LEGEND: OVAXOPW _IAB.11101L 40010m CA Q N 65*08 `03 w E 200.00 CWnea toA¢w IF) ;1-- Oe3TNq�NrOUR i ��nor AY orsrauml —am_ ON "Wow nrmkmmv%%VLW F0o PRo►o�swarm utNR aw SL1elrm arcs, I - 1 AS t.Acm W DARY BErTIT1L R.LA ON$/6/= PRO�CT ft9CW `. LOCATION ° oolltmu.am,•tm ` 1 OW - -WW atelm sr er 7 �— ++braaEa ua soaa atRnCE N \-� .A{w•��►won a ova R� �� MTDel9m CM TNN Y Y_ �' -LA. gme 0R ra0'� 6 mSN r Ow r n aei�M.'ftwft �� L"031, r C--, PGW= AU=MUM!MO fie l, I 2 STY. 4 , ' rwh n U I4 Boom IKs11p10E ?��r . }�.w __;_$. I ti 9rACE fr s Ls I, { I v \ W Tav tAOI•LOCAIDN LOCATION MAP s�10rERLNNI�c \ I 4~ "' I I I a , PUTS. DEVELDPED • ; "� l 4 .j� 00MR10"PAWPUREC NATE7t Y � L' �.r �JEW1ElV!ItFE U1+J -t WWWAL "/23 Jts:ti �� e�tuE"�`E R rs•s/ans `^ airar4s y •e o o, C&AM E JI nA►Rna j.1L �, O11041' 0 ISM t 2 3 3 CI' I ►ssu '_ \ � i � � TIME T + I / OW I OW j I a { ` WW ele/23 �C DW I DW Y..- r AS REPORTED NY LK. MCLE.AN ASSOCIATES. P.C. SANITARY SYMM SMNC. ru nr aTM / r- PROP'pEfD 4 BEDROOM RCStDM 11A OM SYSTEM NEOUNED MO Oft Of TREATMEMT USE FW; CUDx ENFJS APPROVED Ff SCONS � jE,e1GH1�--SAY MEASURED� PUMATIOI RATE(AVERAGE) - 2-5 IiN/W (1-5 IW'F/W) �' S 65°Q8-'�J'3'�✓ 20�.Di�`' *PDN RXTE- 1.2 OPD/9F r� LEFICTII Or S D FILTIM R e1 LF((AS PM TABLE IT) i / stonal: '�'E 7 ASSMA.TIDM 3h/M �OF WE iTFR PRRDVaEO 3322 LF(2 Rots.32 Lf EACH} � tAYNa MIE oft i8off: i is SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES "WP,,,,riemEWeA,Rd, PERMIT FOR S NGLnLEPPROVAL OF FAMILY RESIDEO NSTRUCTION FOR A NCE ONLY swr..�elmabmmn RweF aFewa�I r .. VArwa Man—.rwaNswaft OL / •` s� -- -- ' DATE 7/21/23 H.SafZEF:NO. R-23-0555 tws■oo.neaR.rr,e tc APPROVED a, ,W OF � AN TLP mETL [w /�,.-� ] FOR MAXIMUM OF 4 BEDROOMS if.r' �e p "n`E f EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 Design Professional's Certification Required. �- tl/�m rA.aba.r M VArA t �+F f Submit P.E.or R.A.Certification For PROPOSED 2 SMR1.REyDpqU ,.� J The Installation and Construction of the Sewage Disposal System - W/ 4 BED00R5 Use Form WWM-073 =M#-. 010a_aTsR0.OD-w.0D-0o70D0 w SITE PLAN c rc SITE AREA: 0=OC E , SCALE !,.m meta eNOaememu Jul See•flea �o�0�W•EL 32 SUFFOIK COUNTY DEPARTMENT OF HEALTH SERVICES GENERAL NOTES C e/B/LI IT' AS PE11 PERCOU1110N TESTS AND WERAW FLAOCIFIG CFD _ 1. NO EXISTING SURFACE WATER WIT+iIN SOD' TEST F +—� DESCRPMN APPRO�' BY 2. NO PRNATE INAM WELLS ARE LOCATED IWrHW 150' OF THE PROPOSED SAIITARY SYSTEM NO"CC WATER WELLS ME WIi}A1 20: OF --W PROPOSC, %W417AR- S`•STEM CFI--���� REVISIONS a ND ONNM 5 �`�M95 SI ED A tALARY OF 510 GULL POND LANE PROPOSED SMNrMT SYSTEM b ED 011E0 FOR A TOTAL a 1 S ALL P'ERCOe/LTRON TESTS FOLLOWED DOM-1327 ClUi 0F1Mf5 AND HERE LdM1f1ED J9Nf.A st�WATCN. �. L ANY UOMNTMR.E "TOW FMW DLRPIG EXCAVATIM MUST BE ROKAM MTN ASTMC33 SAND fW OR SW) NP Y-11944 SURVEY NOTES: PROPOSED RESIDENCE 1, MEASURCENM ARE M AOCOROANCE WITH U.S. STANDARD& 2 BENWW SWORN Am Ke W110 PORK STATE PLAN COORDWTE SYS'EY :ONO CRATD ZONE 3 DZAT06 SWW HERE ON RDIRI NU ALIYD 11188. Of 0 4. UPOW NDRIZED ALTERATION oR ADORION M A SURVEY MAP EIFARWC A 64DES ED M IOM ND SUNvvM SEAL CS A NOIAT 01r WPM 7 0O m.WM%? N Z, OF TRe e[W Voft As SANITARY P LA N STATE ETNIUTKTM LAW- y • 5. ONLY CODES FROM TIE ORO%k OF TN6 SURVEY MAI = WTN AN ONOW OF TFE L+MD SURVEYOR'S 'Li6OSSED• OR 1R(ED•SERA %*-- w m000rm rc DE Vk$' TRUE OOPIES.L CaMnCAT)OK NCCATED 49 M SS WY TFYS IM SURVEY SIRS PREPARED M AOCORWAM WnN TW ETa¢M CODE OF RIACTICE FOR IANO SURVEYJRS#awiED m Ae •i��Mwv ca i AffiNew N Afomm to-.W R K WW P.C. mtWaten aTealoas 4o tAl11Y tmme AF RAeemWARe.Imo Yea InN NEW LF stATE uE COTRON , VERISL WIAL LAND suR,AEYORs 5Aw CERIKOCA1JS SHER N °1°MY'°THE 1G*U P IE J -B+E s RVEYS"I'U C REPMRm AND oN SEEATTACHED SPECIAL CONDITION, Z'9�'�.,iC.T.,.C.�. ..,,: OWW-S Pr MF/CFO seaVe AS NOTEDEEItMF TD iNE T11LE COIPANY,oOVE»RSExrAI AGE)K1'Anu LETIDRIG e6TTTiltIDRt t14TED REAEOAI AND m THE ASS10AtEE5 OF T1E :E110NG tNSIrtUr1OA1 eERTRSIATDsa ARE o .� .mowNOT TRMMJFMk&E TO AODITOAk e1STTTU00MS OR SU@SWUNT OWNERS. ++��++�� ..�..7. RODS-OF-WAY ISM WWII ARE NOT CERFIFTED. '`F A. THE SURVEY CLOSES MATIIE"710CA,E•Y. GRADING PLAN AND/O R PLOT PLAN. .e o...a ey MF Deta APRIL 2023 S71 ..... •�.�e.:�. .,. r.. orn I .,... I sna it Mn POWER WIPLY CONNECTED TO O DICATM $20.AC.SW U PHASE. 2DA CIRCUIT MAKER M THE him ELECTRICAL PANEL FW CLEAN CONTROLLER AND ALARM PANEL PROPOSED NIC *R'RSOR AM SLOWER, FOMER CONNECTION TO SE 111ARDENNED TO CONTROLLER AS Ppt SCDHS a W1N10ACTUREAS REDUIREME11( . 2i'P (2' MIN.) MOPE VENT W/ CKARCOAL FILTER IS' Mal ASOK GRADE 30'MN ID FROM ANY WOW OR DOOR F.F-•1 5 10'■ 15'OUAZTE PLASTIC COWER Ism ENCLDSIR E IWTN 1T COVER PVC PIPE FROM MAC ' PVC NPf F4OA1 UK `R• CONCRETE SAFET" JD BLAMER TO AIR INTAKE P'OLYLOK 20' COVER STOPPER OR ETD PELlO SLOWER WA AIR 4RIRE PgOP06E0 a{I AS Put IyWUFAL'T'•RIfR`S Y/p crlrp ON PLASM A" 3) As PEJT MA74uFACTLKelTN'5 T EiEi.'TTWC � *� RL�R crw Kr Au � 41N. ♦' W. EL BA In+tNTs SDR 35 PVC PIPE PUCHILD POLY" Bpi CRUX — - MIN. 1/8' PER I' INV.-6.94 RISERS PROPOSED U.cL9 .. PSCTRIC , 2 6;Iwl POLY" 20' '•DEt 1 IASTRIBU110N BOX SDR 35 PVC PIPE ♦' r DC ENAP TYPE PTaED ARFL T/4•Pot 1• LEVEIJNG DEVICE LCW fD E7MAT N Pft TO PENE MIN. 4' DO, R%RDATION WALL M. 2' WIN SDR 35 PVC PIPE P1ICHED • Tae t MIN. 1/8' PER 1' W,-6.77 rPROPOSED, oRW "v' SDPW PVC PIPE PIPE 7'PEADor - j-Ppt FT�D FAIN. 12' COMPACTED SAND OR 7 MIN M I 4EN tNv•T.D O(JWN- BOVET PEA CtWEL LEVEUNG PAD BUILDING CONNECTION DETAIL N.T.S. DISTRIBUTION/SAMPLING MANHOLE 1WiWS OW F1 E1�PIr[fWD Tffi T+1gPD4WCONCRETE 1/A O)MM FUJ{ CLEAN CEN 5 BUOYANCY CALCULATtONS: % DttEAowwN (t'e �SEE anscilimummmaL oOTTOM OF TANK r/ Dodo•or sup -SL4 LW/CF a �,A DETAa 0090TY of CONCOM(OM) . IN uva Demur,of ooNpRh(AZW m) 57.E UVO L�orIxI� - Itewa A OWTS FUJI CLEAN CEN5 500 GPD OMIT w so"mom GROWt(ZA mcw - w WTs oxwxm 7.8 wffm of S7WNCRINE EIEIWAON .2.A HOW?of 9WII%W LCDW GOP-7.52-1.A- I r4 CRCs UnCli AL AIRA OF VA O.W.T.S - 3O.es IN A, WEnR m CC_ �• rut rn a MBA OWTx e1CiOSFL 44 sw-34 ME '�FaED A'11 1�-30 an wr- ORY RWIi(PER MANJ IAOo t8s "' ;sac-A' .!f'1F` w 11DPE MIT Lm w It-��M Ih IL *m F,rarrEt 71f0I f4 '_11 r TOP OF Pti E: sin e WTIa/r er mrt�TE .e..r.tAosi AtiDY[ "Itcla OF --32s InCOgL71ETE OFALWIDN 4a+Rl.MIOm)-2 A(t,OH F IA1 x Tw 7 DI u/TS �. TMOP IF+1gp+E` L& -^ 1� 121 611,11 OOfa ]C VAX WMW OF SAflAtWm*%W%L-2 If(3`L x I.LFW)E ,3.Wl-ZW)H-.de OF R TO Ia/V E CURI4 FRd -319.2 uR ONO rc INDOW OF DRY WIdOtL-2 Y(3'L x+DT)x h.Y-3Js• 'lA-3aAW CF i Tto LAAI TROY a7yA6e r rKCT1`^It TOTAL HOD DORN FORM- LOOS LRT.sm Lft- 476 IA.21124 LM .-. 4AP3 U75 N C A1�E W1CIRV Lg 0. IIDWT OF STIIIFCRAW WELOW NAM 1.14' � M7911%6 1-W:MNUTFD PER SURFACE NFA .mm9 � SEE ATTACHMENT(S) IWILUME OF DISPLACED WATO1 .30AE V x 1.14'.safe 0 WSrTw a rim AFDC r1W� �1�1A[1O gob(As1W WE1L1ir OF OmpvCm eNTER ->IT 1e Q x m a r/rs.s 1K".,r a s: C33 lMal Mn, MOTRAI U t11E1IL� WITH&%%7Y FACTOR OF •..5 .3'm in ,- EL Cprm w rLass om, �rAr or I-a I M/RIFP' D � 4.503 LIS>3.253 JS(OK; COL - 5: ELJEN SAND FILTERS —2 ROWS IN WIDE TRENCHES. EACH 32' LONG SLCTION A—A *-s SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES rLmFM!!IED.01 IE L r P A'4 so is FK PIPE cwrs A71011 VA _*1U PEIWomma s r 0 _. dF 1F001AL s' 111.-� OIR ;SEED" we -1W rw; bpi tv 90L WI Alt 1 OYSOCY(Yw.) t i +s'Mh �- ,YOTE71E.t FIBK •rc is MAx\ RPE AF FE! MPOFsT,ucnic �WMIuncTlwcna or am*rtum PENKABJ LIICRILL OR 9R 1 a]C',YLx FE7AEAR7 A1-4C WIN Jr-'.TTP 7 ONif R�' DESCRIPTIONMPRON. By Pp°°°U`rtO" m a REVIS ONS a.o L T.AI ��° Mwra PEA ho rn 7 -�� \O ° M IT, FOA+I W`E'"°R' 0N1'°" 7 w 1 0 G U+L L POND LAN E elaaT 1 mnor+� 7 -- ( ( 1 1944 3 ! I TIP,) IWF�I TD � FROPOWL tARn. -!I RA�TA E1�w'Dos�reH, IsmMh CLENWaU�; r � „+>� ,-� � � PROPOSED RESIDENCE ukwm 4'1NON ,T opoUNOIWL'EA —�PLAN VIEW — —4� � ~ 4 ��°T��'0� SANITARY DETAILS ELJEN GEOTEXTILE SAND FILTER DETAIL. (TYP.) ESN N.T$ . ,.,, L K. McLEAN A8SOCIATE3, P.C. ELJ€N-_GEOT XTILE SAND FILTER_ DETAIL �TYP.� gyp - 00101"R"E'"'0 �10AlW WN".somwiE Nor"m pins mla.E WNID R,a car)TnE Was EXT SECTION 8-8 � =-- - �_�- D--v-4 Wr MF/cFD scaP AS NOTED IID1E ZI1FuCTIAW(Q 0-w I►•b•q@ s ,..e:r,•s si.v aw v.w°,erA�=n xanx7a SAAD mm IDSF'i r"v 943 .,E K Wr NF a— APRIL 2023 S'�7 NCE tmrtwE(S) IS W7 H-20 RATED """-'-s w•'� - APvo.44 A RGD 23043.000 �D.-:�it.Tt tla NOGe I I t1ALt1W t 1 10""OR l• wr,Too*., 41r Fi as VO Ae txN - 2 2.9 _ _3.S__ y (t61)• eIa 6D SO 100 r PSI L 7.2 F.;, P.6 Mareol vtllWte ape f6 - I._ Rated 4GltG e v &Cleo D Frequency M! 60 i I Potter tbnSum"1 w S7 6t !d I i Its. AD:rcl.' A�irar.�7 ADO�or.'+ ( A cn;hD.W.T.S. NOTES: trrlOnt to AO::.._y AGarer.5 RYvroi _1 d ! ItP t t e t P r t! Il!asN Te i A[P - !/+• t' 1 ME SUP Tlti MIC113 ORCIP m AWOL ON-SII'11(wla A IEtllW 00110MEH _._ F M YIIaAPe-1ollQ. P/wGr GOrO tan9tn inch e'2' _ �.�• 2 'CIE OE M DORM SWLL Mom M aR T.f -we To NOv1t Am I71A4 WSW 7fmw. T I la AtAnter - F.aa lA2^ _ _ !HE OWYNACOM!w: MOTS'71E 9UM EMOMEEP OF JOTNOW0 SO®UI[Q CULT a6--10M6 M r. IAYNefy Of or 1GIn :e0eo __ AAWIM Or OW.tltE OMMInCM 9MU WWv=M FW bPW=R/44 FMOW ----- -- ' 3. tNe Olamac7cel %ru P4TAR[ A fnliMCtffi $' 00 OF Ally C33 WM R TM W"M Of TW Iphtietl►e/OOstalias a 011141 IX1 latter 1E M�'S TI14 Weum � tomom E�YASM � \\ - Ittatttt oloGar are of"Ntrr ►asa. frau*a deeiw,r rer".et ae c AM WWAL Su Im end Protect "Glatt Orroct fuel Gp,, Twat:.m�/ORM 1/e pm Inspect MM Clean Yntet Rrl all •IIY/ once Nrrt S Ovet Ea. t JqA• LotAtp/S Mom AfE APPommDE Ord. 7 a IN wAramm1rr Or wC ammom m 7o Recommend/1"llre9a/ eel0 "essaiT 'e1laot + O*[e fle'l aElaF+'Tmw SOdd01& t2 Mentts. Mslu a warn 11rDerep a ,1 fr eGrr tar Aetayt c-3raD tntrrf-Isa_ i tr 6 M 4E5P00Ntr OI t1E COWNCT(M It rfSlarE Aln Of URM ACAS. 1p - Pi rat/matt sere '1 11".1 YM 'meRNct ion Maim a. ALL dAIG1Alr P/e111, VNIC11011S. AM A980eAttID &-FU"DUAM VOLL E capa RXylso A 3 QLAL STAEMIM vteod Or PPLLANS we WITNIEW a rORR$8100E Ot 0ft STEW OCR DINER 7/NM 9110tA-FAAKr REtiDDKXL W70 AK7 2' 2a2D. fYE ONSTe 7AASTMTEA 7IEArWW SYSTEM ))OtItALLP SHKL NOEL APPIROPOWIT OiDOR»1IS MOW SA#rMx Cp1Nrr DEP INDIF Of SE1rNCts WO SM"E AN A1111tONLOD MISTALLM d 09 01WM OW&LER Sift. WWTElt M 0WIE "IEAT14W VMW OWN SIMM X CUM DOAIttllolr Or HudTN 1 ° e an EA3 WTO lA MMN Am NWRD rICE COHtt11L7 ETWM TIE tlmwnw= Panel AM TIE r a ! Awapatr 011EA OW.L E tt"M 10 9110 a COIA/T'r OEPWMEIIf Of IIOLN M CM 10.A tiWOM QMW 9tILi OW K P6TNIFD uPeweEAd o1 r.E a y-s, N t I It.ALL I3LCNOM a01S POW 719§L%Ma f0 TIE�/A O.m.TA, CONiROI 10011M S'MLl BEEMCL*1W M %06WJ AO PIC AND w1MIM1 A YNnAI EARN COWER Or 30 1m4SS5 COWAYER 074P is 4=111W A ANOWFAC7MpL tZ ALL 40e11171RAMM alto INIE 0.w2A.StolL.K--AW 400 1100 %a,fNl JA aM iS- SWLa WI' 1lgOleAr rE GAM" WIEA PIPMq 01 M PROeOSID BULDM tp I ti • � i MOEIIhNY YEM11A10 S IEOIlIt[D Oo I i Ail Drewomg motmirseents n IDCIIGstmi. ME , Arwme)PALOaTt -),!I- ` A3 ujIMAC VOW - —! ,S. S*dW.MMnr lY two i -7i4 Aaeeaha[itsAuoa[1�Aar + _;MI -7 AAPia I rAYC lrlWAwP L'11e11M� Y Af JrT P IA/ l%IMhlar,tYlwuAm �i - J int'ttel'I T," der 'ta C7Ltmltlr(OPmOIAU P P KR telltEr P'IP'[ A t to r^ !A Urnr6d MwMu P pE , "�`' temd t Aea1a SEadl. WE lop Madie tr for •let. SEE ATTACHMENT(S) MET © to tR PUMP lei F rn rr u an w- � lan _ 0WInissom tr LUW?W Iablow 2-1/r larn010111 P IY%Iit J /3-AN ma. - tEomOu,AnDN (MfA"oom100 It naa aroallo t». PLAN VIER' _ Ir AOCOS tr Acam 2-.ADOEss cA11o�Bi tOPN7lw fn.-AG�ta:37w --� arowlc :. r tit 'CMTW MEX4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I, + pUF gr OE50AtPteDM APP". BYr A-� i e•� ! try � REVISIONS ' m 510 GULL POND LANE R NY 11944 _ Ate"'' PROPOSED RESIDENCE SECTION A-A VIER SEC ION WR VIFR SANITARY DETAILS 2 on _ j L K. MCLEAN ASSOCIATES. P.C. I A OWTS FUJI CLEAN CEN5 5.00 GPD 1 a"9`-'aD" M "'°""omww "g0101O°""'�'""_ - ..�.arNf.LlLa"r ! syass tlra-of MF�CFO sallr AS NOTED Srrl Ilw N.T.S. _ =M w '3"p1�. - noon er MF Owl APRIL 2D23 C 2 J J RGD rAr Ia zao4a.aoo srs�►A INDOORS W OUTDOORS KomCWCR U VhAf N r n.f1d -- n �Asrtw>n�: - za-IS- POWER I CONIRM PAla IN 100 Owm ODNTAOL PAWL I I I ONE 20k r-P0.E CIACUEr I -a-•Y --- FtLWM/N DOOM PANEL IIE•^lON�t �JrrtNQ 19 9iDlrt/t CON+'NOl NrNINL T17 OILrTt Yl WnN1Nc S/M1' 'E I r BOTTOM vE7 TO►TWtr OIR AWAY vEr I ` [ sE AtiFD 1N91DE Sa HFDULE rr __YAC 'K 1r1W R A�NIEIN TLI K CONDu.♦ A2Ei L0AX s -- Nr�WlliE6 tL C/J"TA06 pMNE4 T Rlovoic t� cowwssw Ak JNC t'0 mm ' I i ' nNrsHRo aRAOE on 11E�TAGLf PSimOL M art To A ma / *AULArfz all FMGLosm -__- J007.To .0 iLC[ ON EAC� 01�SrtE w�sTowlrQe M �}. � L- ,_�__ fr- d ODMCRE�E !l.06EWW fAC rA1rRAL*,,K TwrASNNNEAn sYSTtA1 -- DISTRIBVTION BOX DETAIL TYP.) OWTS SINGLE LINE DIAGRAM M.tS KtS. CONT -L PANEL . BLOWEP-- ETAIL _ 11.s. sDrat7 7 iW1:r� f0•�TT swnacwE ttd A O.W.T.S NOTES avn 11I". K TFlm n*Wfb r*0rw3S Palo Tr.mnfr ow-m w c A Mrmm ANTMCLG Nr n"MYWiY AENE �F n11 amlow TaR 5AIT s1w a" 'J TE o.�:s. r1Nm T C S wN p0WC ST6101 sra►- In tr>a re nc rr� ROL oa OF 613 s.+ri.L«tv1N'T C- :�OU 04PNUWj - 1 ROO OIV *N 11c AT tDS-Uof.s-NaFa m r Iowres o<.art W.1E ccMNWNIWC7M 9WI1.nQWr•tOOMt w f1VE:.11o►�ors WWDOWrI� nE miftclup s1r. --I~ • aawvjcv t r 10)OF wu = b%w TIE song or M , r.w jr 6sOr 1" t7M1MIwm Aw. %ou w "f -ONE Lm%mr," -/0- 'tit cohrr --w q#"P1A.E 11E .,A 007Z 0r 114 IrWE MW WOO WX AMO/v MMM� %Ae IMAM 47W 00 "N W m TAIL 11w Ti MrgMT i Is wcH A4A'Ar'w"Wt omm, 1 • V%M LOCUbwS 090^ MR NPOOMMIdn OINK n S TWl 1E7P7WNL^ OF TW CON'R*=W TEWY"CK :0CAIOM F'1Ls SECTION A-A 9 T1t M SIAVAIN1W Y 104 J7M0WCt'71 IT AEsro1M Ar'WUNNET M AA 3 PROPOSED TUF—TITE 24" SAFETY LID c ft- sw4w Amw, STR1c-urrs me A mma m .Poa+EwrcE= sw.. R -X 'ft)m s N.T.S. OF RA mo °`mwrim'ps""901 pmk{'T y""�"�'� TYPICAL CLEALIOUT DETAIL Q'HP-WAFT 9MA.E•sANr FE5c1ENCr%OAT@ AV:' 2?1TC KTS YK OM M W ASTI TP irEA'1CM''iYMO 3"0"T4 rWsl�iEF fK�wJT: volo ma 9000EIEX .47.sAMX"am ow w'wvr 7 WEjL`N s5w,ces;Awc U4_ OF AA A MMOOF R+"tTWEE ! "k OWlr`. 1Ya.4up sm% 1C:ac•u I'D 7wsm 1MATMEWf. s5mT or. -V;;Xjr 5:+: DF WR1Ip1"IF HWL 1, a [Wm-m a-awoft we ww?fw ct awivcr or-WtWt 114 v wnwNct aaa10EM ANC �- AggvPWr OMNtW 004-t o'ROV=1r-N-09 x OOWMIr. OF1'AR"ADIT 01 HMT"SEWrn •Gllaa[aMMA swu Nv' a +altars us-p"w OF-NE a.M— ` to aic3w% -mu nww TNi BMAK'O 1AE A OA.TS =11TWk MwG **- R MAM EC1E'OLN/40 RC 4C MIrNTAM A WIN"wm.=J0 Cr Ta- UI,=OSAIP CMF 6 WWW L 7t7NErEA;WTtiO.are"WE=r,-: s _ BE:Xtt 4%our} 'r_w tT* 1.'A D A" 8N4. 4w 'rt'.-i:2 W14 mftff. 5Fmu r us .0900 - slaw* •- AzormoMLL W u"IIII.s WRA K- .ION A-A . SEE ATTACHMENT(S) sEcnal A_A PROPOSED TUF—TITE 20" SAFETY LID N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -mom MW$s«u W K A UK To.= Ll Lao WY w (T`w.%pft 0 W, wMNN1no1W) !•srANana srm alwr taarco ay sr.MAas sTm afMas c*ti. wcWNcc ATTAGET TO 1rA,Ow Rc - -- iATE 9• DES�NIdt APc1aOv. eT .p.M W �" or REVISIONS M 11o0M(TYD O< 510 GULL PONFLANE RE NP RT NY 11944 1 MIN. 6. PROPOSED RESIDENCE 3"7''""' SANITARY DETAILS 3 1 r 12'--- DEADMAN TIEDOWN DETAIL ," L K. MCLEAN ASSOCIATES, P.C. 1` C71lILTMa cMOsmf M mmm Cam w mawaft Ip1 qIM 11Tf oftv-d BY MF/CFD salmi AS NOTED + � O1ow1 tNY MF tlwt APRIL 2023 S 4 "� AM. Dr. RGD F1r w. 23043.000 SURVEY OF PROPERTY SITUATE AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK I MAIN READ S,RL 25 I MAP OF FORDHAM ACRES, SECTION ONE AT GREENPORT, FILED MARCH 7, 1960, AREA OF PARCEL = 25,394t SQ.FT. OR 0.583t ACRE t n IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 3519 LOT 3 LOT 6 0 Lj:=Xb MAP LINE I 17M TLr \ 65'08'03' E 200'D�MAP LINE NIOrEs LIPA #3 1. MEASUREMENTS ARE AVACCORDAN.'CE KITH U.S.STANDARDS. I 2 BEARINGS SHOANAREIN NEW YORK STATE PLANECOORLNIIATESYSTEMNAD IM TONG ISLAND ZONE SLOPE IN l •�� J .1 ELEVATIONS SHOWN HEREON REFERENCE NAVD 19A NI I.. 4. UffAUTHORIZEDAL7ERAl7ONORADDR70VTOASURVEYM1UIPBE4RJNGAUCENSED 4 5 87i 7Z © LAND S RK�STATE EDUCA710N fAWTIONOP SECT ION7209,SUBDMSION Z OFTHE --- ------------------------- 6.6' N 6.1'H 2Q5' \ a ONLYCOPIESFROM THEORIGINAL OF THIS SURVEY MARKED K77HANORIGIML OF Z \ " A THE LAND SURVEYORS'EMBOSSED•OR'1NKED'SEAL SHALL BE COVSIDEREDTO BE O N tp� ,` VALID TRUE COPIES ~ vapD FOUNDATION N � 6. CERTIJTCA71ONS INDICATED HEREON SIGNIFY THAT INS SURVEY WAS PREPARED IN ACCORDANCE KITH THE 00SIWG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATEASSOCNATTON OF PROFESSIO.YAL LAND `u ' j0 &p• 877� 'V p SURVEYORS.SAID CERvF1CAT101NS smm RUN ONLY TO THE PERSON FOR K7f0'A --------------- -------------- ti S J THE SURVEY IS PREPARED AND OYHIS BEHALF TO THE TITLE COMPANK L7 ~ v 7 GOVERNMENTAL AGENCYANO LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING IIISTHU170AL CERTIF7CA77ONSARENOTTPANSFERABLE TOADD117ONAL INS7ITUROVS OR SUBSEQUENTOWNL'RS. � n Ixl 36' POST 7. RIGHTS-OF-WAYNOTSNOKNARENOTCERRHED. 0 Z ,A 6.5 ti % B. THE SURVEY CLOSES MATHEf,+A71CALLY. N y/y 1V 1.7' O1XI N9. UNDERGROUND UnLITTESIFSHOKN ON THIS SURVEYAREFW.I UNLNYMARKOUT N ? \ LOCATED ON THE GROUND ANOOR RECORD PLANS.BEFOREANYO(CAVATIONJSTO V \ O. K w1 p BEGW,ALL UNDERGROUND UDLITIES SHOULD BE VERJRED AS TO THEIR LOCA71Ok ty SO' 23,7' Q7' Ih = SIZEAND TYPE BY THE RESPECTIVE UTIUTYCO.Y.PAIVES. Y J 10. THIS SURVEY WAS MADE l51THOUT THE BENEFIT OFA TITLE REPORT.SUBJECTTO rl' GAR. N N j ANNYEASOVENTS,CONDMONSORENCUMBRANCESANUPDATED77ILESEARCH6aY REVEAL Ott N FND, a ' 11 11. APPROMIA TELY X OFSNOWCOVER ON GROUND ON DAY OF SURVEY. 4' .6 > \J 6 2a7' I � NOTE: p ALL BURIED UTILITIES(WATER,ELECTRIC/TELEPHONEAND GAS)SHOWN ON THIS SURVEYORE I BASED UPONAS•BUILT INFORMA71ONPROVIDED BY THE OWNER/DEVELOPER OR THEIR DULY CAI % i AUTHORIZED REPRESENTATIVES(INSTALLER)MEASUREMENTS. I OK=6.87 10 I TVINITREE ROOT RON 4X4 CONC "O" _® LEGEND S 65008'03' W 200,00, -0 • ••••• • UTILITY POLE a ® • ••••• • GAS METER N/F sk • ••••• • CONIFEROUS BUSH STERLING CEMETERY ASSOCIATION I 01 : ..... • DECIDUOUS TREE dtj • VATER VALVE GUY WIRE hi' --OHS. ..... . OVERHEAD VIRES Ilk F E B 1 4 2024 DATE I BY I DESCRIMON JAPPROV. BY 1�aF NEB► F'' ,r.)a 7 ;titr-2,. REVI3ION3 �'' S � ri CERTIFIED TO: '; Town of Southold Suffolk County, New York Speonk Land Development LLC 510 Gull Pond Lane Q`�Q Westcor Land Title Ins.Co. Green port, New York Eminent Abstract FOUNDATION AS-BUILT _ ;'FOLK COUNTY REAL PROPERTY TAX MAP NO. !C/T 050528 O� 1 hereby certify that this map was made from an actual survey L. K. McLEAN ASSOCIATES, P.C. DISTRICT 1000 (V completed by me on 0212712023 and updated 0211012024.. CONSULTING ENGINEERS & LAND SURVEYORS SECTION 035.00 LAND BLOCK 03.00 LA ND5� d&w 014- d�, ' FWd—Y BTe CNI ROAD, BR11-3V SN, NEW S YORx Soda !'=3D' Shael No. LOT 007.000 TAMARA L.STILLMAN,P.L.S. Avm Bye GLD Oalm February 12,!E1 H\23043000 510 GuH Pond Ln Greenport\Survey Dept%Aroeh9s\23043000 Fnd AsRdig 211412024 9,48 AH Tamara StA(man NYSPLS No.50528 Approved BY, TLS F o Na. 300 FINAL AS-BUILT SURVEY OF Pl ' t YE NI GRE -Tu ORT MAIN ROAD S7R,. 25 TOWN O TD2 2025 SUFFOLK CO ,NEW YORK MAP OF FORDHAM ACRES SECTION.ONE AT GREEMPORT, FILED MARCH 7, 1962, IN THE SUFFDLK COUNTY CLERK'S OFFICE AS MAP NO. 3519 LOT 3 I 1 LOT 6 o AREA OF PARCEL = 25,394t S �I � RE Xr�X xi2s Town of x� 6 C) EP 6.96 NOTES N 65 08 03 E 200,00 j MAP LINE NON MAP LINE _ _ _ 4.43 - J-LIPA 83 1. 71.EASUREIl.EfIrSARE1NA000ROANCE 1S1Nf U.S STANDAR0.S. -_ PDDL FRT£R - �s - 5 i txf 2. BEARNIGS SHO•AHAREINNEIY YORK STATEPLANE COORIXN41E SYSTEM IIAD 193Z X 'POST_AND RAIL FENCE 4.15 X 02 j LONGISLANOZO NE, 10.29 . X TV S42 � c X % X, i� 9°0 7.24 � a ELEVATIONS SH011NHEREONREFERENCE/FAVD 19S8. � ``.� ¢ 001 �Ir MIDED 4. UNAUTHOReEDALTERAnONORAWMONTOASURVEYIAAPBEAMUCAUCENSED NEXIST. SEPTIC SYSTEM, . A/C 0.il`. G LAND SURVEYOR'S SEALISA V10LAnON OFSECTION 7209.SUBINVISION Z OF THE -� • -- �- \ - 87,4F AEVIYORX.STATEEDUCATIONLAW. A B . . 1. �r \ - - ---------a� ----- EP 695 ♦ 5. OhZYCOPFES FROd THE OR7G/NAL OF THIS SURVEYI/ARXEDWITNANORIGUFAL OF 1 63' 23.5' / 1\ i DRYVELt j SANITARY PB I \ /sr I\ THE LAND SURVEYORS'EM_BOSSEW OR 7NKE0 SEAL SHALL BE CMIDEREO TO BE ti �,py t---- SVIT Ip \ L,�'� 7.19 � VALID TRUE COPIES - 2 65.5'29.0' CN I E � � x 3 65.5' 34' Q 7Cq I �� av. _r I� 3.. Pa ---- l� 6. CERTIRCATIOl7SINIXCATEOHEREON SIGA7FYTNATTHIS SURVEY iYASPREPAJ7E0 RI 3 EINAUST FANS ` W ACCOROANCELSITNTHEEMSTING CODE OFPR4C77CEFQRUWD SURVEYORS 4 40.5< 59'' U . S - `_ ` ADOPTED BY THENEW YOM STATEASSOCFATION OPPROFESSIO.YAL LAND 5 69.5'40.5' G�j .('u �33,8'- v FF.=1266 �' - -- 875 -`' p �1 SURVEYons SAID cERnFICATIONS SHALL RUN ONLY TO THE PERSON FOR rwav [�1 ------ _ THE SURVEYIS PREPAREDAND ON HIS BEHALF TO THE TITI.ECO,V.PAUX 6 461 , 631 ti j - '_ - NI 2 STGRY yy I EXIST I GOVERWENTALAGENCYANDLENOfNGINSITMOTIUSTEDNEREONANOTOTHE Q + 1023 I a{ la3 - ASSIGNEESOFTHELENDINGINS77TVnOId CERnFICAT10NSARENOTTfLVISFERABLE 3 �1 FRAME q SEPTIC �? TOADOVT70NALINSnnmays ORSUBSEDUFMOLSrXRS 1 r I DWELLING a7 � r 5 SEE NDTE 7.x 7. RIGHTS-or-WAYNOTSHOISNARENOTCERT°9ED. j Z� I U 1 h I a 3b $ 11 4 I a THE suRYErclosesManlEewTlcaur. TT I ' ` 2rc I 8/ ;^J 9. LWOERGROUNDuTiLrnESIFSHO4SNOtinOSSURVEYAREPRO.AVnuTYMARXOUr 7.11.�-� LOCATEDON THE GROUNDANLlOR RECOROPIANS..BEFOREANYMCAVATIONIS TO V ♦ _ I N ¢ .d I w 4 l \I x BEGIM ALL W4MGROWFD UnUT7ES SHOULD BE VENFIEDAS TO THEIR LOCATIO14 a. BH.F.O LI' S2EANDTVPEBYTHEREsPECnvEunuTYCOYPANIES G Z DLmRs I I� i 4 .6 LuaitiELL I R! '0. nos SURVEY WAS MADE RITHOUT TIFEBFj.rvwDFA TmEREPoRr..SURIECTTO C C 2 CAR ( J ANr.EJ7SBIMTS.COhD7nONS OREKCUNBItAIICESANIA'OATE_O TITLE SEAR_CHI.fAY J REIEAL- . PB• ' 2 � GF=1Rlj VAY GF=1 I ` PB at. slgRRR 654 I �i,----- - i uX I LL10 VL>N PA �a X r/ NOTE: - -- ---- ------- /� T - IN 1823 'ALL BURIED UTILITIES(WATER,ELECTRIWELEPHONEAND GASISHOWN ON THISSURVEYARE BASEDUPONAS-BUILTINFORM 77011PROVID£OBYTHEOWNERIDEVELOP£R*OR THEIR DULY . � �•� _- AUTHORIZED REPRESEMATIVES(INSTALLER)MFASUREM_ENTS. I �i iV599 EP6.16 . \�_ DRYV£LL 1NDRYVELL �I PB. 6.74 10 X6.53 . '\ R23 I 1 I `--- DRYVELiTV A eD/ �TONc R£T. vaLLTvlla6 vmD£B SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES T Nary r l r�nre EP 6.i3 APPROVAL OF CONSTRUCTED WORKS FOR x6s1 ASINGLE FAMILY RESIDENCE 13'- �� FDLS 227E 6'D£ER FENL'E - 7.73 VJN 70' pg BJL=G87 Fll1N _ p ' ' SET IN ROOT LTF 65 . 08/03,P W 200,00j TVIN TREE 2/27/25 R-23-0555 Date H.S. Ref. No.--... . N/F STERLING CEMETERY ASSOCIATION I The sewage disposal and water supply facilities at this location have been inspected and/or cerVied by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. LEGEND ��:oF Ntipr= JO .T wN Pal PE. CHIEF ev P L. STA O�P L Offioe of Wastewater Management D4 • ••.•..•..WATER VALVE EP • •••••••• • EDGE OF P/aVEMENT ��P � ® -WATER METER X6.51• • ••••• • SPOT ELEVATION QS • ••••• •• • SANITARY MANHOLE PB PLANTING BED - DATE BY DESCRIPTION 1APIPROV.,Dy -¢• •••••••• ' UTILITY PALE RID. •.•.•.•. .'ROOF OVERHANG REVISIONS GUY WIRE Ff• FIRST FLNL"!R ELT 4 J j Town :of Southold 050528 --• •- � Suffolk.County, Ne* York.: . • •••••••• • DECIDUOUS TREE GF• •••••••o GARAGE FLI10R 510 Gull 5 Pond Lane LAND i I G = . • •••••' CONIFEROUS SHRUB TW TQP: 'VALL reen ort, New York FINAL AS-BUILT SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. -v- UIVDERGR17UND WATER A/C •~•.••.• •AIR CONDITIONER 1 hereby certify that this map was made from an actual survey L. K. McLEAN ASSOCIATES; P.C. DISTRICT 1000 -tat-• ••• •..• • OVERHEAD WIRES Lb CONSULTING ENGINEERS & LAND''SURVEYORS completed by me on 1112212024. SECTION 035.00 437 so. COUNTRY ROAD, HROoKHAVEN, 'NSA XOR$ BLOCK 03.00 o'ttL L !}!� nde s.,.r ex,r/w seams 1'=30' -t No, Qit; --: g LOT 007.000 TAMARAL.STILLMAN,.P..L.S. Groin Br• DN oat«December 1,2024. R\23043000 510 GuII Pond Ln Gree7port\Survey Dept lDrarfngs123D43000 Mal As-BtdLtohg 11/22/2024 Hatt Froschelta NY$PLS NO.50528 1 Approved Ilp TLS FH Na 23043,6 ROL APPROVED AS NOTED •L - BP5I O 5 COMPLY SAROD � . NEW YO K TTE&TON CODES J 3,0�ey AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE \�7 f9= FOLLOWING INSPECTIONS: FOUN DATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING R 55 }ID 7-2l-23 INSULATION FINAL.-CONSTRUCTION MUST BE COMPLETE FOR C.06 ALL CONSTRUCTION Ste-MEET THE DO NOTIROCEED WITH REQUIREMENTS OF THE CODES OF NEW FRAMING UNTIL,SURVEY YORK STATE. NOT RESPONSIBLE FOR OF FOUNDATION LOCATION DESIGN OR CONSTRUCTION ERRORS HAS,BEEN APPROVED. ELECTRICALlt `SepSTat�011 INSPECTION REQUIRED m4ufred as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT CCUPANCY Must provide Manuals CERTIFICATED9 r and S as per SOLDER USED IN WATER WS Energy Code SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEADS PLUMBING TRUSS PLACARDING REQUIRED L PLUMBING WASTE & AtER'LINES NEED TESTING BEFORE COVERING Blower door and ductwork RETAIN STORM WATER RUNOFF testing mqWm' PURSUANTTO CHAPTER236 OF THE TOWN CODE Tf OASIS TOWN COMMENTS o A allAL I TY NEVI HOME MODEL B3Y � MODERN AOE HOME BU I LDER5, LLO o 0 w O III H I IL (V r, Q cV r- I # I � - S w O dJ : dJ FINISHED SEGOND FLOOR O F- N :o : O FINISHED FIRST FLOOR - - - - - - - - - _ " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINISHED GRADE m F- `^ Z W d) � I I I I I I I I NOTES INDEXED TO THE Q !- f O - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - L - - - - - - - - - - - - - - � -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - 2020 ENERGY CONSERVATION GON5TRUGTION z to z - � I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - i- - 1 - -1- - - - - - - - - - - - - L - -�- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J GODS OF NEW PORK STATE 0. IU > a �l) (� Q-a ' O RIOTS COMPLIANCE: This building was designed and shall be I- In 1Y constructed to meet the 2020 ECGGNYS. Both REScheck(U.S. ILO N Department of Energy) and REM/R (N ate oresco) computer (� software was utllitzed to demonstrate compliance. All " " Z Q mandatory provisions of the 2020 EGGGNYS - Residential -7 Provisions are In force. FRONTELEVATION R10522 WRITTEN STATEMENT: To the hest of my knoNledge, Z SCALE: 1/4" = 1 ft belief and professional judgement,these plans cormpiy with the Energy Code. Furthermore,as a RESNET certified rater (ID. a I No. 26143cr), I certify that these plans comply with the Home LOOfiZ J` Energy Rating System (HERS)program. A signed certification AREA TLJL of compliance with the HERS program (HERG) will bce submitted FIRST FLOOR of the constructed building to demonstrate compiloine. ".Po""''`•"°"�• 17' 02 sf R301.1 CLIMATE ZONE: 4A Suffolk,NY ° � r SECOND FLOOR 1,175 5fp GARAGE 556 sf R4012 COMPLIANCE: This project complies with 2) 5e<ction R405 GRAWLSPAGE 1152 9f - Simulated Performance Alternative,and the provlisions of z I — PORCH I'15 sf Sections R401 through R404 labeled "Mandatory." S J I Mandatory requirements: '�»t �'a i1y^ yP� A LIVABLE FLOOR AREA 2Abl 5f R4013 CERTIFICATE: Builder to post per Code. �Q F R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 - - \ - - - '� a (INCLUDES RO UDES ATTACHED GARA 3,56a sf GH F HERS 40h ULLI In glans. — — Factory I-P O I R402 42 FIREPLACES: f a tort' built 2? doors. ING 6E AND R402,4.3 FENESTRATION: See window/door schedule <: — _ DOUBLE F.A. FOR SPACES >IS ft) R402.4.4 FUEL-BURNING APPLIANCES: All room heating and hot water heating appliances to be direct vent with both [� ( /:_��� JUL 2 c 202 o m �_ _ -_- - ____ oo I CONDITIONED FLOOR AREA 4,615 sf Intake and exhaust pipes Installed continuous to the - - - - -- - - - R402.45 RECESSED LIGHTING: IC-rated and labeled as ' oy --------- ----------------------- � - ----- ---- ---------------- � (INCLUDES GRAWLSPAGE) having an air leakage rate of not greater than 2.0 cfm } 1 AVERAGE E FEVATIONAW of THE INFILTRATION VOLUME 40,6'10 0per Gode. EXISTING NAL GRADE (INCLUDES ATTIC $ CRLSPAGE) R402.5 MAX. U-FACTOR d SH6G: See window schedule.ADJACENT 77RUGTURE _ '7.&' R403.1 CONTROLS: See plans for thermostat Information. O R403.32 DUCT SEALING: All duct joints shall be 130 V d — mechanically fastened and sealed with duct mastic 0 -1 —� }''� �I sealant. Apply mastic to duct seams. r 13 �0 INDEX TO JJ R J` N I 1`05 R4033.3 DUCT TESTING: A duct air-leakage test Is not j"� L/ required under exceptions I and 2. O� ELEVATION OF THE EX15TINO WEIGHTED G R4033.5 BUILDING CAVITIES: Framingcavities shall not be NATURALGRADE GENERATED O 0 �A Q to 0 � m 8Y THE ENTIRE LOT = -1.0' DRAWING NO. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate use as c or plenums. tL COVER 4 ELEVATION A-1 mechanical system piping carrying hot water to an a ELEVATIONS A-2 R-value of not less than R-3. « Z R403.5.1 HEATED SERVICE HOT WATER(5HPV CIRCULATION FOOTING PLAN A-3 -_1 = SYSTEM: Not In project. FYi� MI I7 L,�V�1 - i�ONTELEVATION FOUNDATION PLAN A-4 R403.6 MECHANICAL VENTILATION: ERV continuous — ~ t FIRST FLOOR PLAN A-5 ventilation system specified in the plans exceeds the (� Z SCALE: I/I6" = I ft 2nd FLOOR PLAN A-6 minimum efficacy of 12 cfm/watt. r iXIL WALL BRACING PLAN A-7 R403."1 HVAG EQUIPMENT: Sized In accordance with ALGA O 0. Q IX ROOF PLAN Manual J and Manual 5. O I O IU R403 8 MULTIPLE DWELLING 5YSTEM5: Not applicable O O Z IUIL A_g SECTIONS 4 DETAILS A-a R403A SNOW MELT: Not In project. Q O Q NOTES A-10 R403.10 POOLS AN SPAS: Not In project. ,1 ' TJI-DETAILS A-II R403.11 PORTABLE SPAS: Not In project. LH V 3 R404 LI6HTIN6: Builder to Install high-efficlency lamps in of W to V least clO% of permanently Installed fixtures. Q Zlu z � I �t R405 SIMULATED �PERFORMANCE ALTERNATIVE: This method was X used to show compliance with the Energy Code. REM/Rote Q Q <,y w software was used to model the building performace - see I-Z Q I �k '�� 0 I 2020 IECG Energy Cost Compliance report provided with Z O I Permit Application. REScheck was used to model the building V �/ performance based on national standards - see RECcheck -� O z Compliance Certificate and Inspection Checklist provided with Y l Permit Application. -t p O O Q IK o - - - - - - - - - - - - - - - I LL 0d� - --- --- O �imm� mEvm® I AVERAGE ELEVATION OF THE ❑❑❑❑ 00❑❑ EXISTING NATURAL GRADE O _--_----_---_---- poflo -- ,C7APo -- ---- --- ADJACENT TO 5TRUGTURE 000 [30013 c, I - WEIGHTED AVERAGE DATE: JULY 2023 ELEVATION OF THE EXISTING NATURAL GRADE GENERATED BY THE ENTIRE LOT = '7.O' COVER 4 ELEVATIONS F'rRAM I I ) LAN - SIDE ELEVATION DRAWING NUMBER p - SCALE: I/I6" = I ft A == 1 m � 0 Z 11 T 11 11 IT 1 11 IIITII 111111 1111 11 111 11 11 1=1 11111 0 IL uj o � z _ � n - - - - - - - - - - - - - - - - - - Q cv LU 11 V T 0 L Wm z Z z <� o REAR ELEVATION o (v }- 4 - � p SCALE: 1/4" = 1 ft Z o z O �- } >x W Q J -� 0 Q� � }CL � < I� csl Clio � Z 12 .pE..•..0 a•p h^�. �"rn a 4�^�'�•/"' d K DELIVERED JUL. 2 9 2023 it u OFQ- , in 4 `} 4tL - - - - - - - - - - 12 - - - - - - - - - - - - - - - - - - —,4 O3 IL _ H � U-I O o O w p� u- Coll ® � �l ® - W � a 0 - ® ® ® ® - 4z JU 13El El ® El � ~ x� � - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -El 0-0 0-0 El - - - - o °a zEJ -- - - LD - - - - - - - - - Y_j w � 0 El LEI Lj IL IL- o � � � p m DATE: JULY 2025 SIDE ELEVATION SIDE ELEVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR $ SIDE ELEVATIONS DRAWING NUMBER A - 2 m z O i= FOOTING NOTES I. ALL FOUNDATION HALL AND PIER STRIP FOOTINC75 ARE 10" DEEP REINFORCED N CONCRETE. z CONCRETE MINIMUM f'c = 3,500 psi AT 25 DAY5 0 STEEL Fy =60 ksl 2. TRANSVERSE BARS SHALL BE #5 REBAR AT MAXIMUM 15" ON-GENTER. O 1L 3. LONGITUDINAL BARS SHALL BE #5 REBAR. (� FOOTINGS 3 ft HIDE SHALL HAVE (3) LONGITUDINAL BARS. FOOTINGS 4 ft HIDE SHALL HAVE (4) LONGITUDINAL BARS. F- FOOTINGS 5 ft HIDE SHALL HAVE (5) LONGITUDINAL BARS. Z N LAP SPLICE LENGTH = 24" MINIMUM. m 4. PROVIDE 5" BAR COVER FROM BOTTOM OF FOOTING, 2" BAR COVER AT SIDES OF FOOTING. N 5. TOTAL AREA OF STRIP FOOTIN05 = 1,300 sf 6. STRIP FOOTIN55 ARE AN ENGINEERED DE51ON FOR USE ON SOILS HITH LOH r LOAD-BEARING VALUE. A PRESUMPTIVE LOAD-BEARING VALUE OF 1,000 psf HAS USED FOR DE510N. y — 21'-6" 4'-0" 5'-O" 45'-10" P.C. FTG f — 7 L _ J L _ J L _ J - - - - - - - -- - - - - - - -'- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � 1t_4�� �3�_a�� 4'-O° - t- g — — — — — — — — — — — — —— — — — — — — — — — — I N - - - - - — - - - - - - - - - - - - - - - - - - - -� m ,^ N N I I 3,_Btt gt a v OL m Z I r� lu I 1'-0. 1l ! V z W � v dz � Q Z o V d o > < II I - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --I I oa `'I o Q I I I 3�- '-O" ' "�' IS'-6" 4-O 48'-4" 4'-O" Ifi -,II t n n i n n i u u �I-2 8 I� -O 8-4 14-b 17'-4" i I i — - - - - - -- - - - - - - - - - - - - -� N L - - - - - - - - - - � CAE IVERED !UL 2 9 D23 N - - - - - - —� — — — — — — — — — — — — — — — — — — — — — — — — N W I 1'.i .',/�",✓ir 11'-S gii It_a I in � - - - - - - - - - - - - - - - - -, —1 I N -- I — -- - - � lu — — — — — — — — — — — — — — — — — I 0 F - -1 I- - -1 4 oo I I I I I N I 0 r L _ J - L — J _ _ _ _ �— — - - - - - - - - - - - - - - - - - -� ^' - - - - — - - - - - - - m m — — — — P.G. FTG ~ ca z ` A O O V Q OI LL O _ Q a z 25'-6" 4'-0" 16-4" 2 6'-S" 25'-4" Lu ILL!LI 2tt Q z l z -ill-loll � (L Y J xz OL '62 u lu o� Q � ao d) EOOTI NO FLAN to 50ALE: 1/4" = I ft DATE: JULY 2025 FOOTING PLAN DRAK NO NUMBER A == 5 m 2x8 [UG35] P.T. LEDGER 235# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER 1/2"4) x 4" GALV. LAO 5GREW5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Z PP [R507.2] O F- No. 15 ASPHALT FELT UNDERLAYMENT [R905.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 DFC- 51.-0.. 42'-b" 2'-O" SELF-ADHERING POLYMER-MODIFIED N BITUMEN ICE SHIELD BARRIER[R905.1.2] Z 18 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 24-S b-4 10-O 14 V : 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES IX '-O' -b I- _ _ _ _ _ _ - 1/2" STRUCTURAL PANEL SHEATHING [R803.2] IL A I DECK LATERAL CONNECTION [R507.q.2] R-3q GLOSED-CELL SPRAY FOAM (5PF) INSULATION f) SIMPSON DTT2 tjj j A_q - - - - - - - - - INSTALL TAW MANUFACTURER'S SPECIFICATIONS 1- (TYPIGAL-2) SOLID WOOD BLOGKIN6 Z N O� 4 1 (2)-2x8 P.T. GDR+ O�_-- - t- m N U all CEILING JOIST d - - - - - - - - - - - -� - - -p_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q tV (- DECK , �""_�Ixb DRIP EDGE [RgO5.2.8.5] T x 'd ABOVE i WOOD FASCIA - -- - - -I 1/2" GYPSUM WALLBOARD - SOFFIT VENT T, I 9 � r - - - ►a . I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH R161D BILCo DOOR I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.21 INSULATION TO WOOD FRAMING PER 51ZMANUFAGTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RE515T A MINIMUM 28 psf LL - I f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I i SUCTION LOAD (EXPOSURE B) OR 40 psf CUSTOM INSULATED AND I (EXPOSURE G). - - - AIR-SEALED DOOR PANEL LPG OAS CONDEN51NO BOILER - DHW NOTE: NAVIEN NPE-24052-LP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CLA55 IV DIRECT VENT, ZERO CLEARANCE HOLDDOWNS ARE I -I INSTALL IAW MANUFACTURER 5 INSTRUCTIONS � NOT REQUIRED FOR.11 I HEATING GAP: 13,500 - Igq,g00 Btuh;AFUE = q6.0 THIS PROJECT. I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM d) I `? I INSULATION. INSTALL AND TAPE ALL SEAMS PER HVAG EQUIPMENT ►N GRAWLSPAGE z I I 2x4 WALL STUDS AT I6" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703.2] _ _ I X PROPANE FURNACE: LENNOX MLIL16UH045XE56B GLASS IV I _ R-I5 UNFAGED FIBEROLA55 BATT INSULATION i I (- -' - - - - - - - - - - - - - - - - - - - - -i I - y DIRECT VENTED TO OUTSIDE;AHRI 204454167 H I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) HEATINO GAP: 43,000 Btuh;AFUE = qb.b < Q - I I 1/2" 6YP5UM WALLBOARD RIGID FOAM INSULATION. INSTALL USINO - - � - CAP-HEAD NAILS WITH A MINIMUM 3/4" r 1 I 1 I DOUBLE FLOOR JOISTS UNDER INDOOR COIL: LENNOX GHX35-24B+UDR O I R-13 2" GLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND I WATER HEATER CLOSET OUTDOOR UNIT: LENNOX MLI4XGI5024-23OA;AHRI 204503265 N w - I I (ALSO AT RIM J015T IN SECOND 16 O.G. FIELD. COOLING GAP: 24,000 Btuh;SEER = I6.00 z I I FLOOR PLATFORM NOT SHOWN) 1/2" STRUCTURAL PANEL 5HEATHIN6 INSTALL TAW MANUFACTURER'S SPECIFICATIONS � � I z I J 3/4" STRUCTURAL PANEL 505FLOOR z I � 24" x 24" GMU PIER ON - r 2x SOLE PLATE REINFORCED GONGRETE STRIP FOOTING GRAWL SPAGE I I `� 2x BAND JOIST I� i Ii I (TYPICAL-7) 2" P.G. RAT SLAB 2x6 PRESERVATIVE TREATED SILL [UG2] I I -� WATER HEATER (ABOVE FLOOR) I L - 1/2" GYPSUM WALLBOARD cv I C1 O I I I I I I FLOOR JOISTS COPPER TERMITE SHIELD ?, L - - - 1 -- - -- - - - - -- L -�- -t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I OVER SILL SEAL m I �QI I (2)-1.75A4 LVL GDR EXTEND 510INO TO WITHIN 12" OF FINAL (ENGINEERED DE51ON) I - WOOD SILL PLATE TO FOUNDATION ANGHORAOE [R403.I.6] GRADE FOR HISTORIC DISTRICTS - - - -- - I MINIMUM Y2" dla. ANCHOR BOLTS SPACED NOT GREATER i tV - -- - - -- - -- - -- - -- - -- - - -- THANINTO FEET CONCRETE ON-CENTER GROUTED EMBEDDED D NOT OF CONCRETE UNEXGAVATED I BEAM POCKET I m FINISHED GRADE (TYP-2) MA50NRY UNITS. THE BOLTS SHALL BE LOCATED IN THE 12" x 12" AIR „ „ MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND TRANSFER GRILL I 6-4 6-6 b-6 6-6 b-6 6-6" b-6' b-4 I - WA5HER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. IN FIRSTPLATFORM I - - - - - - - - - - - - - I r THERE SHALL BE NOT FEWER THAN TWO BOLTS PER ® I u PLATE SECTION WITH ONE BOLT LOCATED NOT MORE �p O THAN 12 INCHES OR LE55 THAN SEVEN BOLT DIAMETERS l u tf1 11- t(1 I I I I (3.5") FROM EACH END OF THE PLATE SECTION. WALLS ; f m, O lz i- I 24 INCHES TOTAL LENGTH OR SHORTER SHALL HAVE NOT v I W Z z I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE CENTER w I ° THIRD OF THE PLATE SECTION AND SHALL BE ATTACHED } a 0 8 POURED CONCRETE FOUNDATION STEM I - _ J 1s O_I W �O I I I TO ADJACENT WALL PANELS AT CORNERS AS SHOWN IN APPROVED DAMP-PROOFING BELOW GRADE [R406.1] fA z W WALL UPON REINFORCED CONCRETE - c0 I VO I I STRIP FOOTINO (SEE FOOTING PLAN) o I I ITEM q OF TABLE R602.3(I). 11lQJ ," 10 O Z Q I I - - - - - - - I I 1- 2" RAT SLAB OVER 6 mil POLY Q z IL Z - O aQ I I - - - - - - - - - - - -� Q Q I Lu >' � � ® o _ = I1 IL - - - - -�II L - -- - - - - - - I - - - - - - - - - �I II �c �Q III I O , y THICK M W _ PT Ily POLYURETHANE FOAM (SPF) WH OwV z APPROVED INTUMESCENT CATINO Z � --- - - - - - - - - - - - - - - - - - < d) Q I I I f dJ - m I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILLDECK xP.T. LED6ERLE55 THAN OR EQUAL To 8 ft: CONTINUOUS = dJ ( v, ABOVE I I I/2' x 4" GALV. LAO SCREWS I - - HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR REINFORCED CONCRETE FOOTING L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z - -- - o iV AT D.G. 5TAOOERED [R507.q] I WITHIN12 INCHES OF THE TOP OF HALL STORY AND N � i I I I ONE No. 4 BAR NEAR MID-HEIOHT OF THE WALL (SEE FOOTING PLAN) x L - - - - - - - - -- - - - - - - - - - - - - I STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)] [- - -- - - - - - - - - - - - - - - - - - - --j < - (2) 2x10 P.T. GDR �- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - -� Rr J , - - - - - - - - - - - - - TYFIGAL hIALL SECTION - - - - - - - - - - - - - - - SCALE: NT5 A .;, . A-a VERED JUL 2 9 2323 22-10" T-2" 13'-O" IO'-O" 22'-0" to 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON - 12"<P P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O N 24" x 24" x 12" DEEP P.G. FOOTINO WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM Q IL MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TT P-6) m O lu to (ENGINEERED DE516N) Z () 'z Q FOUNDATION PLAN 6x SCALE: 14 - 1 ft O O IIO Ll lu 0 O OW < O W 6 tL� L1 STRUCTURAL DESIGN NOTE v �D IL Z In accordance with the 2020 RGNYS; structural 4 rV WINDOW AND DOOR SCHEDULE elements such as engineered wood steel and X J v steel/wood composite columns, beams, headers and p No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: <�_z nl �- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS Z - O W - 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 J 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-1 l C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3116" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sfJ 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design 43 -1 Q 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 LL 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 a dJ 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 sfl 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance: with 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/AWC NDS-2015 with 2015 supplement. H PELL4 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 I 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 THERMA-TRU FIBER-CLASSIC FCM65/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: JULY 2025 L C.H.1.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t 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 -22.0/-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 THEIRMA-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 of the 2020 RGNYS 0 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 TYPICAL WALL SECTION were designed In accordance with ASCE '1-16 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[_sfi 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 DESIGN." A == 4 z O -15-49" z 42'-b" 01. O IL CLOSED-CELL 5PF 61-41 10,-5.1 141-6" tu f MAJE5TIG GUARTZ 52 DIRECT Its) VENT OAS FIREPLACE. z INSULATE $ AIR-SEAL ALL j' A HALLS, GEILINO AND FLOOR OF m7 &YP5UM BOARD THE CHASE. INSIDE HALL CONTINUOUS BEAD OF WOOD STEPS SURFACES SHALL BE 5HEETROGKED AND TAPED. < SEALANT W-C)" HALL SHIELD AND GEILINO FIRE5TOPS SHALL BE CAULKED GYPSUM BOARD ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3b] DEGr, WITH CAULK HAVING A 300° F INSTALL 2"CP VERTIGAL5GHEDULE bO PVC, CONDUIT N ik 514x(b DECKING MINIMUM CONTINUOUS EXPOSURE ALL HALLS TO ATTIC, WITH TEMPORARY PLUGSRATINO. COAXIAL VENT HAS 13 (2)-l.75 x 143VL HOR OR GAPS AT EACH TERMINUS [E3802.3.2]. I OUTSIDE COMBUSTION AIR - 1 LON(5 INTAKE. CONTINUOUS BEAD OF LL LINE ABOVE SEALANT 4040 CONTINUOUS MINIMAL ----------- - M -1050 EXPANDING FOAM AT WINDOW 5000 5L 6000 SLDR 30610 SL (2)-135 x 11.875 LVL HDR UNIT PERIMETER NOTE: 2x6 STUD L-----I BILCo DOOR I I I I OK ------------------ HINDOH UNIT HALL IN ROOF 51ZE G -- ---------t OVERHANG AREA ILI NOTE: Cl'-O" GEILINO HEIGHT Ij r---WALL LINE ABOVE--------------- ------------- KITGHEN THROUGHOUT FIRST STORY II CONTINUOUS MINIMAL Q PLATE Ht. 5'-5' ASF PLATE Ht. cf'-I" ASF I I (EXCEPT FOYER) EXPANDING FOAM AT WINDOW IZ __ 11 UNIT PERIMETER ------------------ - II cc,:)(V T 23'-4 1/2" 0 0O 6 1/2" 5ANOV41GH FJ BETWEEN (4) RR cckb(0) 6- FAMILY ROOM _j C) USE Z-5/4" x 10" THROUGH BOLTS > z _j < CONTINUOUS BEAD OF AT CONNECTION IL SEALANT --------------- LL x in I 4'-3" ly 6 PLYWOOD SHEATHING UNDER 1(3 Q ILI T z PLYWOOD SHEATHING UNDER GYPSUM BOARD FORI IL r H5P GYPSUM BOARD BRACED HALL LINE --I GYPSUM BOARD FOR H5P iL------------ A BRACED HALL LINE < > R EF 7 GARAGE d) <I Pro I TECHNOLOGIES C) CONTINUOUS BEAD OF cv 5" P.G. SLAB 1'-5 1/2" MODEL T-105 x Lu ADHESIVE x (j) f SMOKE 4 G.O. x PITCHED TO DOOR n -2 1z PROORAMMABLE DETECTOR (T*(P) dj THERMOSTAT SEALANT HALL LINE ABOVE 2"�'_70 I II2e"10 Cc, 25 r-fm CONT. I < SELF-CLOSING 20-min 11 -V x7" PSL COLUMN CONTINUOUS BEAD OF Y 0 (D TO ERV I F.R. DOOR [R302.5.1] 135 x 16 LVL FLUSH HDR (M1505.41 4x4 GL LN 2" CLOSED-CELL 5PF (01-0.1 2'-1" 7- ---------------J = P05T- 4x4 V (2)4-75 x (b LVL FLUSH HDR POST (3)-135 x 16 LVL DROP HDR TIC (ENGINEERED DESIGN) -..a 4x4 —--—---—-�U-—--- 4x4 4x4 BATH (ENGINEERED DESIGN) POST 4. POST-/ 12" x 12" AIR—,, POST 16-10 M ul TRANSFER GRILL 19 M z --------------- IN FLOOR PLYWOOD 5HEATHINr, UNoER,/_L__ 0 Q 'z Lu 0 V I CONTINUOUS BEAD OF (5-�P%M E30ARD FOR IN (2)-2 W 515 n 1 20 cfm GONT. Z <V SEALANT INTERIOR 5-ARA&E HALLS: __7 \\BRAGED NALLL-INE 24-70 TO ERV z -1 u- =4 Lu R-15 BAIT INSULATION IL I z lu cz GYPSUM BOARD E I GLI = [M1505.41 < — Y2" GYPSUM BOARD q, q _j I ()z T7 7 T_ 2E'10 L=7— < i6 = FOYER OPEN TO ABOVE z d) c� C7ARA&E CEILING: I — lu 13 ., L� Y2" GYPSUM BOARD 2'- 1 ILI F uf (N x x [TABLE R502.6b] 24-TO < D < CONTINUOUS BEAD OF d) M MASTER BR SUITE 1 0 a) w PININO R00 > SEALANT Ln < () Lu < PLYWOOD SHEATHING UNDER-- 1 3 1/2" 1 Q Lu 12'-5-1 10'-3 1/2" < CONTINUOUS MINIMAL 7 GYPSUM BOARD FOR H5P I I < EXPANDINO FOAM AT WINDOW BRACED HALL LINE < UNIT PERIMETER 1z POR PLYHOOD SHEATHING UNDER K C) x T IL d) J� HEAT DETECTOR GYPSUM EOARD FOR H5P BRACED WALL LINE------------L----j ju ABOVE z SHOWER z F 30-10/(2)-10'10 5L WINDOW UNIT(OR 0 �"I -L l5 HALL LINE HEATHER-PROOF DOOR) ELE0. PANEL/ 221-111 TYPIC BEARINO �7 z -1 1 n d) HALL (SHADED) -1 iv 0 n -----------------------------7----------- - 7Z'/7/7"1 r,77-7 7-77-7-7-777-7 HALL LINE ABOVE 3050 3050 (2)-135 x II.b-75 LVL HDR CONTINUOUS MINIMAL PORGH L1050 yl EXPANDING FOAM AT WINDOW 20 ofm CONT. 5/4x& DEGKINO 24-70 UNIT PERIMETER TO ERV yfiAe [MI505.41 5 1/2" 3 1/2 s' PROVIDE RE,�ERVED SPACE IN SERVICE PANEL FOR �'J� 14'-5" 6'-b 1/2" FUTURE 50Lt R ELECTRIC INSTALLATION [TI03A] -7" x -7" FINISHED COLUMN j (oxb P.T. POST PLATE Ht. &'-5" ASF PLATE Ht. a'-I" ASF (TYP_3) (2)-l.-75 x Ilb-75 LVL HDR Tr CONTINUOUS BEAD OF —M 11 SEALANT (2)-2x12 P.T. HDR C1050 HOOD STEPS1 0YFI5UM BOARD VERED JUL 2 91 2 u'l 3 CONTINUOUS BEAD OF 10, (5'-4" _O.. 6-4" (0. '7'-b 14-49" ADHESIVE CONTINUOUS BEAD OF 221-e)" -11-411 10.-0.. SEALANT 22'-0" -75'-0" 2" CLOSED-GELL 5PF O? --� tL Q GONTINUOU5 SILL SEALER - FULL WIDTH OF SILL z O � X O V FOUNDATION HALL Z0 LU 0 lu 1L CONCRETE SLAB < OFIRST FLOOR PLAN STRUCTURAL DESIGN NOTE! tu lb x z SCALE: 1/4" 1 ft v OL /X In accordance with the 2020 RONYS, structural tu elements such as engineered Hood, steel and < 9tCCl/H00d Composite ColUMMS, beams, headers and /X1 6 girders that: z OL 1) resist gravity loads, and LU 5 2) are not contained in the prescriptive design provisions of the 2020 RCNY5 IL IL NOTE: IT 15 THE INTENT TO PROVIDE FORA n 0 CONTINUOUS AIR BARRIER ALIGNED WITH THE P4,cra designed in accordance With THERMAL ENVELOPE. THIS DETAIL SHOWS AN5VAHO NDS-20195 with 2018 supplement. TYPICAL MET14005 OF AIR-SEALING USING VARIOUS BUILDING ELEMENTS, APPROVED ADHESIVES AND SEALANTS. FRAMING Structural elements such as walls and fenestration CIONFI&URATICIN5 NOT 5HONN, SUCH AS that: CANTILEVERS AND STAIRWELLS,SHALL BE SEALED IN A SIMILAR MANNER TO PROVIDE FOR DATE: JULY 2025 A CONTINUOUS AIR BARRIER ALIGNED WITH THE 1) resist Pqincl loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) ore, not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RONYS PLAN AIR 5EALINO' DETAILIS were designed in accordance with ASCE -1-16 Hind 'I i�X_ lu LS H 0 LR �) 2C 124- SCALE: 5/4" 1 f t provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 m A A-q Z O (�V 44'-10" I- z " O 7-4" 3'-4 3'-Cl 514" 14'-2 1/4" 6-4" 0 UJI I I Z m I I N I I }ll O Q (V I I Ll N I I T I I I I •• r--------------------------I- ---------------- -L----- #---------------- I WALL LINE BELOW 1 &t2 HAZARD GLA INO [R308.4] I I I I I I O I I _ I 2x6 GJ AT 16" o.c. 404 P G - I � OI � I 4040 PIG ----------------------------------------- -- -------------- I _ (2)-1.�5 x 11.815 LV_L_FL HDR -1 M BATH i ---- , '7'-O 1/2" (ENGINEERED DESIGN) -- n &'-0" G Ht 1 DOUBLE WALL STUDS - 4'-i l ----- 3 v2" 3 v iv BEDROOM 4 Q 3'-3 16 6'-a" - 2x8 PLATFORM ---- I W.I.G. 6-0" G Ht in oO I I I Q 20 cfm GONT. Z in n BATH I 4 TO ERV (h) N I 7 [M1505.41 7 I WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] v N �----J , LENNOX HEALTHY CLIMATE ERV5-Il5-TPD ENERGY RECOVERY VENTILATOR ix I = U I I j n INSTALL ERV UNIT IN CONDITIONED ATTIG. 24-i0 I i- cv 5'-10 I VENTILATION DUGT5 SHALL NOT BE GONNEGTED TO THE FURNACE /A.G. SYSTEM. 4'-0" -I I � ____ 20 cfm GONT. 4'-2 1/2" i 1 _ I I TO ERV Pro I TECHNOLOGIES I _ = I _ ZZ 12 A i [M1505.41 _N v PROGRAMMABLE o cn HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL L I I Z p ® I n n Q THERMOSTAT I 2a1 ---------i INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. 4 ______ m I m N i w I SHOWER I STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE 1 = I 24-fo 2a70 I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL C15P01 (V _ Q � 1 36" GUARD[R312.1] a i 47o r O 2e fo SLOPED CEILING �� 1 FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY HVAC EQUIPMENT IN ATTIC 1 ® �— — —171 'A.C. FETUURNI n 1 -------------------------- ---2&'IP 1 I --- - STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. SMOKE C.O. HALL � / / rn -t (2)-2x10 DOOR HEADER I I I I _: STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 PROPANE FURNACE: LENNOX MLICf6UHO45XE36B GLASS IV SLOPED x DETECTOR (TYP) DIRECT VENTED TO OUTSIDE;AHRI 20445416"i GEILINc i I �— — — J IN BEARING WALLS AS SHOWN o i m ALL DUCTS SHALL BE 6 Clio (OR EQUIVALENT), INSULATED TO R-4.2 Imo— — —�I (2)-1.75x11.875 LVL FLUSH HDR (TYPIGAL-5) 1 - HEATING GAP: 43,000 Btuh;AFUE = q6.6 ___________________ -- -- POST UP - -- I i i N SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE (MI505.4.41: _ ----=--------- ------ INDOOR COIL: LENNOX GHX35-24B+TDR N 2e7o 2a-lo -- _ TRIPLE GJ UNDER P05T i i r MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I" RIGID IN5UL I BEARING WALL (ENGINEERED DESIGN) ® AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. OUTDOOR UNIT: LENNOX MLI4XGI5O24-23OA;AHRI 204503265 ON ATTIC i 12" x 12" AIR c, N 36" GUARD [R312.1] S � v i i m KITCHEN EXHAUST TO ERV 15 NOT REQUIRED IF A RANGE HOOD 15 INSTALLED AND INSTALL�AW MANUFAGTURERStSPEGG AT�ON� ACCESS DOOR Z TRANSFER GRILL O n /x I 1 VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. Oo I 2844 0�,N LAUNDRY IN GEILING ,V\ v z f � — —� z X Z N 01 MASTER BR SUITE 2 v DRYER EXHAUST DRYE WASHER OPEN TO BELOW Q Q q' Ht TRAY CEILING i a W•I•G• i i I i (n W to Z [Mi502] - -� I Ja-1 �.! Z 1�1 I N I V � I I � I } � .G Q U1 2x8 GJ AT I6" o.c. I N I J O I _ -- Z 4 tt iv BEDROOM 3 Q `fl N 12" ABOVE PLATE I d I 6-0 1/2" &'-0" G Ht v m 3 1/2 3 If2 I 2°30 0 } f ---------- 10'-O" 14'-5' 1 O Z (L r N DOUBLE WALL 5TU05 i 3__1/2" O i cvUJ Q (� J u� l o „ _(2)-2xI0 HDR i i 1L O O > No Q 267 12-5 5 4 EYEBROW PIG = --------------------------- ---A O X (2)-1.75 x 11.875 LVL HDR SLOPED CEILING ��\ " " ZQ 0 _ I �I WALL LINE BELOW r = (ENGINEERED DE51GN) Q in r------------------------------------------------------------- n I 6452 2x6 GJ AT 16 o.c. n i O Z ol PLATE HEIGHT i - < j O 6452 cf'-5" ABOVE SUBFL_bOR (� I I I !•_! I I I I I 1 1 I I AIR SEAL.I NO NOTES I I I ,�` y,s ♦,e.P WALL LINE BELOW _� TABLE R402.4.1.1 -2020 L--i----------------- - R ,} AIR BARRIER AND INSULATION ------------------ ----- ------- -- ��� �o�..� � t , I I R L-------------------------------- _--------_-- "1 �` Ai.,� •:,+�. ff,t P ire+ F , INSTALLATION ,4 ,.- R1ERCRITERIA INSULATION INSTALLATION COMPONENT AIR BAR 4d A CRITERIA --------------------- 4 A continuous air barrier shall be installed in the building envelope. L----------------------------- Air-permeable insulation shall not be used as A. General requirements The exterior thermal envelope contains a 6'-6" „_,• �.., continuous air barrier. a sealing material. 2'-6" 3'-O" U r p ` pj 2 3 Breaks or joints in the air barrier shall be sealed. — t R � J u L3 6-4" The air barrier in any dropped ceilinglsoffit shall be 13'-O" 10'-0" I5'-O" aligned with the insulation and any gaps in the air barrier shall be seated- The insulation in any dropped ceiling'sofflt . Ceilinglattic shall be aligned with the air barrier. 4cl-10" Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be seated. Cavities within corners and headers of frame l l The junction of the foundation and sill plate shall be wafts shall be insulated by completely filling Q v sealed. the cavity with a material having a thermal � GO�` �OO PLAN, resistance of R-3 per inch minimum.Exterior thermal envelope insulation for A D Walls The junction of the top plate and the top of exterior walls shall be sealed. = framed wolfs shalt be installed in substantial p�_q SCALE: 1/4„ 1 ft Knee walls shall be seated. contact and continuous alignment with the air (� barrier. IL "- Windows,skylights and doors The space between winclow/doorjambs and framing.and skylights and framing shall be seated. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. 0 3 Floor framing cavity insulation shall be — installed to maintain permanent contact with ► } ^' the underside of subfloor decking. Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation (t1 Z and floors above garages_ edge of insulation. shalt be in contact with the top side of 1' 1 sheathing or continuous insulation installed SOLAR-READY O O O� l � O on the underside of floorframing:and CERTIFICATE Z extending from the bottom to the top of all O Otu O 0 erimeterfloorframin members. Q Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided � This home has STRUCTURAL DESIGN NOTE UJI v O p- 3 � Z Crawl space walls covered with a Class i vapor retarder with instead of floor insulation,shall be Incorporated features at overlapping oints taped- permanently attached to the walls. the time Of initial UL Z Duct shafts,utility penetrations,and flue shafts In accordance with the 2020 RGNYS; structural— <Z Shafts,penetrations opening to exterioror unconditioned space shalt be construction to enable the _ sealed. installation of solar elements such as engineered wood, steel and �� � Batts to be installed in narrow cavities shalt steel/wood composite columns, beams, headers and p < t�1 electric. girders that: tV be cut to fit or narrow cavities shall be filled Z — Narrow cavities with insulation that on installation readily O Q_ c conform sto the avai[able cavity s ace. The solar-ready roof 1) resist gravity loads, and vJ Garage separation Air sealing shall be provided beNfeen the garage zone is shown on this and conditioned spaces. construction Ian excerpt .a b O Recessed light fixtures installed in the building Recessed light fixtures installed in the p p 2) are not contained In the prescriptive design O Q � Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight I�II and is free of IT surface. and IC rated. GO Uk obstructions that would provisions of the 2020 RGNYS ILO Q O In extenor walls,batt insulation shall be cut ❑ limit placement of solar O LFn neatly to fit around wiring and plumbing or Plumbing and wiring insulation that on installation,readily panels. were designed In accordance with ANSI/AWC NDS-2018 with 2018 supplement. m conforms to available space,shall extend behind piping and wiring._ Plastic conduit for future Structural elements such as walls and fenestration The air barrier installed at exteriorwalls adjacent to El electric wiring has been ShosverRub on exterior wall showers and tubs shall separate the wall from the Exterior walls adjacent to showers and tubsToo shosverortub_ shall beinsulated. � installed through walls at that: DATE: DULY 2023 The air barrier shall be installed behind electncal CONDUIT the locations shown to 1) resist wind loads, and Eiectricallphone box on exteriorwalls and communication boxes. Alternatively,air-sealed the the Installation boxes shall be installed. ■ ■ ■ of wiring between th HVAC supply and return register boots that e 2) ar HVAC register boots penetrate building thermal envelope hall be sealed electric service panel and e not contained in the prescriptive design 2nd FLOOR ve s to the subfloor,watt covering veor c pe penetrated roof mounted solar ROOF SOLAR-READY provisions of the 2020 RGNYS PLAN ZONES bV the boot. panels. Where required to be sealed,concealed fire were designed In accordance with ASGE 7-I6 wind sprinklers shall only be sealed in a manner that is provisions and acceptable engineering practice. Concealed sprinklers by the manufacturer. Caulking or recommended D I NG NUMBER other adhesive sealants shall not be used to fill where such elements occur In the plans, they are voids between fire sprinkler cover plates and watts annotated "ENGINEERED DESIGN." A == & orceilings. CONTRACTOR TO AFFIX CONTRACTOR TO AFFIX ABO�GERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANELTO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] O f3HL A BNL 13 E3NL C, E3NL 0 E3NL E EW4L F 5'-,b -411 z LL E3NL 1 -127II J, -T-----iI --- IU LU 211 a La iJ- -------- Lo < C� 51-611 4 oil BHL 2 1-11-1011 61-61, BRACED WALL PANEL CALCULATIONS CD 41 Oil 11'-2 Wind Adjustment Factors -Table R602.10.3(2) (p.187) M Upper Story 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 Story Height 0.93 0.93 81-8" 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 ------------ ------------ Wind Factor Total 1.185 1.458 -411 T'r 41-611 Braced Wall 140 mph Total Bracing Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status Line Method (ft) Bracing (ft) Total Bracing Provided (ft) Length (ft) 1 WSP 10.75 3.19 1.185 3.78 25.19 OK 2 GB 12.33 6.55 1.185 7.76 52.69 OK 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK 55f.,OND STOR%r BV4L PLAN A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK SCALE; 5116" 1 ft B GB 10.58 5.76 1.458 8.40 17.67 OK z C GB 12.00 6.40 1.458 9.33 23.00 OK V OL D GB 12.50 6.63 1.458 9.67 25.42 OK DA to b E GB 9.58 5.50 1.458 8.02 17.83 OK LU M 4 F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK 0 z "r, LU Z <4 Z I W 13-1 M - d�z < r- 0 Wind Adjustment Factors -Table R602.10.3(2) (p.1 87) Z DA 0 W Lo wer Story > BHL 6 BNL H E3HL I E3HL K IV <-1 Garage Garage Dwelling Dwelling Y =! W 221-511 V-711 a- > < Numbered Lettered Numbered Lettered Comment 43 V Y V q) " () < Exposure Category 1.00 1.00 1.00 1.00 Exposure B z ------- 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 dd Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5,4 Dwelling Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 N/A 41-4l' _611 Gypsum Board Fastening 1.00 1.00 1.00 1.00 N/A I Wind Factor Total 0.970 0.970 1.600 1.450 V Total Required Braced Wall 130 mph Braced Wall Bracing Wind Factor Bracing Line Spacing Required Length Status Line Method Total Bracing (ft) Bracing (ft) Length (ft) Provided (ft) Garage E314L 5 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 7 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK 2 9 202"' ERED JUL G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK DEV PLrHOOD 5HEA1,11,46 E3HL J H WSP 22.42 5.48 0.970 5.32 6.00 OK PLYWOOD 5HEATHIN6 i II UNDER NALLBOARD PLYWOOD SHEATHING UNDER WALLBOARD Dwelling -J, UNDER WALLBOARD CS-WSP 17.08 6.98 1.600 11.17 17.25 OK ' ' a ' i 7 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK id In N 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK E3HL & 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK H WSP 8.58 4.50 1.450 6.52 15.58 OK I CS-WSP 24.78 9.67 1.450 14.02 29.08 OK lu V _WSP 21.88 8.66 i CS 1.450 12.56 20.42 OK PLYWOOD SHEATHING PLYWOOD SHEATHING K CS-WSP 32.75 12.46 1.450 113 UNDER WALLBOARD 18.07 35.67 OK UNDER WALLBOARD V PLYWOOD SHEATHING UNDER WALLBOARD ��` i '- (� O O Z tL 7 tu z IL 13 tu < JU LU 3: w tu lu Z <Z < o < BHL -7 ------ z 4'-10" tu tL CJ LL 101-011 tX _J I ---------- 221-011 21 1-cl 11 DATE: JULY 2025 WALL BRACING PLAN FIRST STORY' E3NL FLAN DRAWING NUt-OEIZ SCALE: 5116" 1 ft J/ u A -7 m z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,g GROUND SNOW LOAD(psf) z 20f 30 � RAFTER RAFTER V SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 120 1 28 136 tL Required number of 16d common ii tu nails', per heel joint splices'a,e O SOLAR-READY ZONE [TI03.3] 12 4 6 8 10 4 6 8 11 z PROVIDES 56" WIDE ACCESS PATHWAYS m FROM EAVE TO RIDGE WHERE SHOWN 3:12 16 5 8 10 13 $ 8 11 14 V [R324.6]. THE SOLAR-READY ZONE SHALL 24 7 11 15 19 7 11 16 21 � REMAIN CLEAR OF OBSTRUCTIONS SUCH AS <12 3 5 6 8 3 5 6 8 N VENTS, ETC. [TI03.4] i (TYPICAL-2) - 1 4:12 16 4 6 8 10 4 6 8 11 r 24 5 8 12 15 5 9 12 16 # 12 3 4 5 6 3 4 5 7 1 5:12 16 3 5 6 8 3 5 7 9 ATTIC PATHWAY FOR SOLAR ELECTRIG [TI03.8] 24 4 7 9 12 4 7 10 13 INSTALL 2"0 VERTIGAL SCHEDULE 50 PVG ROOF LINE CONDUIT THROUGH ALL WALLS TO ATTIC,WITH 7:12 16 3 4 $ 6 3 4 $ 6 0 TEMPORARY PLU65 OR GAPS AT EACH TERMINUS [E3802.3.2]. WALL LINE WALL LINE 24 3 5 1 7 9 3 1 $ 7 9 I � ROOF BELOW ROOF BELOW 12 3 3 4 4 3 3 3 4 ° ., a _,.__,- _- ._:: o +v 1 9:12 16 3 4 4 5 3 3 4 5 � w;;,._..m,�. _._ . .. �; 1 24 3 4 6 7 3 4 6 7 _ 1z j 2x10 RR AT I6' o.c. 2x10 RR AT 16" ox-1 ' N E d 12 3 3 3 3 3 3 3 3 ROOF OVERHANG BELOW Q � I ' 12:12 16 3 3 4 4 3 3 3 4 LU ROOF LINE 24 3 4 4 5 3 3 4 6 N WALL LINE For SI: 1 inch=25.4 mm, 1 foot-304.8 mm, 1 pound per square foot=0.0479 kPa. u « I r ` 1 a. 40d box nails shall be permitted to be substituted for 16d - - J common nails. , a --- 2x6 RR - --- --- --- -- s� ,Pvv b. Nailing requirements shall be permitted to be reduced 2$ AT 16 o.c. o percent if nails are clinched. c. Heel joint connections are not required where the ridge is supported by'load-bearing wall header or ridge beam. Q Q % d. Where intermediate support of the rafter is provided by AGGE55 ROOF vertical struts or urlins to a load-bearin wall the _ _ p o x ll - tabulated heel joint connection requirements shall be - - J� ° � �' ° permitted to be reduced proportionally to the reduction in __ _._. . — ) i x x :... / spa d ceiling I r 1 j I e. Equivalent nailing patterns are require for fling joist to ceiling joist lap splices. ►.-rs x 14 LVL s % f. Applies to roof live load of 20 psf or less. - Pp ' \ TRUGTURAL RIDGE \ \` r cv g. Tabulated heel joint connection requirements assume Z v POST RIDGE DOWN TO BEARING / 0 that ceiling joists or rafter ties are located at the bottom I 1 WALL AT 12 O" ON-CENTER OR LESS ' 2x12 RIDGE P05T DN I ties are 1 I 1 v of the attics ace Where ceiling joists or rafter t' � m W 2x12 RIDGE; � p g located higher in the attic,heel joint connection ((� m z requirements shall be increased by the following factors: / d1 z EXTEND RIDGE TO y <J�_ O J w i 4 I BEARING WALL AT o r O z GARAGE ROOF BELOW if% ALL VAULTED ; - Hc/HR Heel Joint Connection Adjustment Factor Q (n — F P�GGE55 ROOF GEILINGS 1/3 1.5 Zvv 43 N 0 1/4 1.33 0. �. d1 0o® w 1/5 1.25 iy ((��// d m QC V - ? Q 0 1/6 1.2 O O > Q < Q l { \ATI�6" O - 1/10 or less 1.11 l� (� N O Q N x �, +�L .. .. , 4 a where:=xH H i ht e of ceilin 'oists or rafter ties measured verticall c g g J Y 2x6 RR AT I6" o.c. x above the top of the rafter support walls.HR=Height of roof ridge measured vertically above the top of the rafter su ort walls. 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. z ppWALL LINE2x10 RR AT I6" o.c. ROOF LINE I ROOF LINE < ROOF BELOW PORCH ROOF BELOW A `"� .` ✓r �� N WALL LINE 1 2 9 24 3 U I� JUL - 1,DRED _I.I D� ROOF LINE - 1 m ROOF PLAN m o � m SCALE: I/4" = I ft O 3 T_ oO z p O Oo tL < Oo O STRUCTURAL DESIGN NOTE LU U O W J JU 7— In accordance with the 2020 RCNY5y structural < 0. elements such as engineered wood, steel and 0-< — steel/wood composite columns, beams, headers and girders that: +^i Z _ 1) resist gravity loads, and 0_1 _V-4 L 2) are not contained in the prescriptive design O Q provisions of the 2020 ROWS IL O UN were designed In accordance with m ANSI/ANC NDS-2015 with 2015 supplement. Structural elements such as walls and fenestration that: DATE: JULY 2025 i) resist wind loads, and 2) are not contained In the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed In accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." I ROOF ---------------------------------------F --------------------------------------------------------------------------------------------------------------------------n 2x EXTERIOR WALL - I z I Im i v 1 I _ - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - _ z — — — — — — 6" 6L05ED-6ELL SPF INSULATION Q STUD TO JOIST I 5 MP5ON GOI L STRAP W } ------ --- ------------------------------------------I _4---------------------------------------------------------------f------------------------------------- y (4)-8d NAILS AT EACH END O GEILIN6 LAUNDRY I I I FAMILY BATH �- I MASTER BATH 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ LL _ _ _ - - - - � 2xRIMOARD W j > � > I > I I I > I > I > I > CANTILEVERED FLOOR JOIST — V - I - wG - - - - - WG - I I m WASHER I i I I LAV. ' I I LAV. I LAV. F- 1 3/(6" 05B d VINYL SOFFIT 0 N TUB I I TUB r, FLOOR JOIST TO WALL: SHOWER I I 51MP50N H2;(5)-8d NAILS TO FJ $ (5)-Sd NAILS TO STUD �] 2nd FLOOR I I I I I I 2x EXTERIOR WALL — -------------- --- ----- --- --- ---- a ALTERNATE WHERE FJ/STUD M15ALION5: -- ---t------- 2" W --- 311 w-------- -1/2' W-r--r----------- 1-1/2" W I-I/2" w 2" W 3' w 2 w I ------------------------------------------------------- 22 WN FLOOR J015T TO PLATES: G.O. I 1 G.O. 2 W 3" W I I G.O. 2" W 311 Y1 I i 51MP50N H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES -------------------------- --------------------------------------- -- ------------------------------------------------------ PLATES TO STUD: I SIMPSON H2.5;(5)-8d TO PLATES,(5)-8d TO STUD GEILIN6 — — KITCHEN — — — — — — —. — — — — — — — — POWDER— — — — — — — BATH i 2x ROOF RAFTERS AT 16" O.G. O 1 USE 6ALV. HURRICANE TIE BETWEEN >1 >1 >1 — — — >T — — — — }1 — — — — i EVERY RAFTER AND THE ROOF BEAM �'i �'I I I I DETAIL AT FLOOR 2x GEILIN6 JOISTS AT I6'I O.G. V CANT I LEVERS SETBAC,1<S USE (JOIN NAILS CT RAFTER 'I ' I I HEEL JOINT CONNECTION =v^) WG I WG KIT SINK DW I LAV. 3 LAV. I i SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) N m m I I AS EMBLE WIRTHAIO-d NA LSD I 12" O.G. STAGGERED ALONG LENGTH SHOWER I I Ist FLOOR VENTED VINYL SOFFIT Ix8 TRIM BOARD -------------------------- --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- --------- --- ------------------ 2" W 1-1/2" W 3" W 1-1/2" W 3" w 2" W UPLIFT GONNECTION5: C518 GALV. COIL STRAP G.O. 2111� G.O. 211W 31W G.O. 211W 311W I USE (2) AT EACH POST,TOP $ BOTTOM -------------------------- ----------------------------------------- --- --------------------------------------------- -- ---- ---------- ----------------------------------------- _____________ I 5/4"x6" DEGKIN6 (4)-IOd NAILS AT EACH END PERPENDICULAR TO JOISTS GEILIN6 C.O. 4 W 4' W (2)-Sd THREADED NAILS OR 4" H r- - J — —D F.A.I. (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN 4 EACH SUPPORTIN6 MEMBER I [R50 ] UG3B PRESERVATIVE TREATED 77 REST DIRECTLY ON FLOOR BEAM j FLOOR BEAM (5EE PLAN FOR 51ZE) I FLOOR JOISTS UG313 PRESERVATIVE TREATED 1 (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS PLUMB I NO RISER D I AORAM L UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] SCALE: NTS HOUSE TRAP I I SA ARYOVED5Y55TEM GRADE I 4x4 WOOD POST ` BASEMENT FLOOR i UG3B PRESERVATIVE TREATED zv ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� (� PB44 HOT-DIPPED GALV. 1�-- P05T BASE ANCHOR 'f ' m w JtJA m z 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 Z Q VERTICAL REBAR ON }- .[ J Z 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 _ q REBAR EACH WAY, REBAR 4" ABOVE (� Iv ,-- i TYPICAL ROOF R-3 Q BOTTOM ASPHALT ROOF SHINGLES OVER 15# FELT OVER W z Z " STRUCTURAL PANEL SHEATHING OVER < ,' � O 2x10 RAFTERS AT 16" O.G. TY 'I GAL i�Oi�G�-I DETAIL. L75 x 14 LVL STRUCTURAL RIDGE HITH 6" THICK GLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) O y Q (SEE ROOF PLAN FOR P05T LOCATIONS) WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER[R316.4] SCALE: NTS �/ N vO OR WITH AN APPROVED FOAM PLASTIC, ASSEMBLY [R316.6] 7- 4 ROOF TENSION STRAP: 12 < A WRAP STRAP OVER RAFTER 8 (5) 10-d COMMON NAILS AT EACH END OF STRAP Z I I I I 11 11 11 J1 11 1111 111.1 'C� I I I 1 I 1 I 1 I I 2x4 COLLAR TIE GABLE WALL INSULATION AT 48" O.G. CONTINUOUS: R-5 I-INGH RI610 FOAM XPS� (OPTIONAL) I I R� ♦ '*'w CAVITY: R-13 2" CLOSED-GELL 5PF SEALED ATTIG (INDIql GTLY CONDITIONED) 2" SOLID MT53OG STRAP-TIE WOOD BLOGKIN6 EACH RAFTER (BEYOND 5EGTION) +�• C 1. -. �� 0 2x6 GJ AT 16" O.G. SMOKE 8 G.O. o �� DETECTOR IN ATTIC 114 WIDE -GUAGE GALVANIZED STEEL STRAP RAFTER TO STUD: TYPICAL EXTERIOR WALL R-20 NOTE: ALL DUCT5 SHALL BE / A:" q *' < LOCATED IN THE ATTIC, 1/2 GYPSUM 11_OII EACH 51DE OF WINDOW AND 2x4 5TUD5 AT I6" O.G. DOOR OPENIINGS, INSTALL WRAP STRAP OVER RAFTER INTERIOR SECOND STORY BOARD FINISH (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 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERN15E NOTED ON PLAN J1 FLOOR PLATFORM. MIN. R-6 - PLATES TO JACK STUD. �' ��2, R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. - MINIMUM LENGTH BELOW DEL: VETED JUL 2 'IAW MANUFACTURER'S SPECIFICATION VINYL 51DINO OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL 5HEATHIN6 C5-W5P z-�, dJ - HEADER = LENGTH ABOVE BOTTOM OF HEADER <c o R-13 2" CLOSED-CELL i HALL LAUNDRY W.I.G. SPF AT RIM JOIST z ry _ N m ul BEYOND SECTION •1 (2)-1.75 x I6 LVL DOUBLE-FRAMED § 3/4" L1 Q STAIRWELL (TYP) 5UBFLOOR a O d� 16" TJI•-360 FJ AT 161, O.G. IL a a Q F- _ r TYPIGAL INTERIOR WALL N I I z 2x4 STUDS AT I6" O.G. j 1(2)-1.75 x I5 LVL 1/2" GYPSUM w lu to Q HALL STUD TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE a 3/I6 � ° � FL HDR BOARD FINISH a _ STRAP OVER OR UNDER SHEATHING Ys" GYPSUM WALLBOARD ON BOTH SIDES I i O 3 r (4) 8-d COMMON NAILS AT EACH END OF STRAP O O — SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET cl Ist FLOOR PLATFORM " 2x8 PLAT �mm I WOOD FLOORING OVER R-13 2 CLOSED-GELL O Q lJJ z TINS I ON STfi� P I NO Q 3/4" PLYWOOD SNO OVER SPF AT RIM JOIST Ly ti i Q 11 lu ll.875 TJI-230 FLOOR JOISTS AT 16' O.G. ^I IL (a GROSS BRIDGING AT MIDSPAN AT i' `4ALL OPEN I NOS O Q t - Q IL IV SILL CONSTRUCTION: W I/2' 6YP5UM I I HALL PANTRY SCALE: NTS J b Q I I p' O 2x6 P.T. (UG3B BOARD �) SILL ON TERMITE SHIELD FINISH G 3/16" I 0 111 ON SILL SEAL WITH 1/2" ANCHOR BOLTS p lu (SEE TYPICAL WALL DETAIL) INI5HED FLOOR Q z 1/2" GYPSUM 4 < BOARD FIN15H (2)-1.75 x 14 ~ 5030 DOOR m [R302.13] LVL 6 CRAWL SPACE 1RDER INI5HLO GRADE v OQ- Z ry STUD TO SILL PLATS: FINISH GRADE (BEYOND) � (INDIRECTLY CONDITIONED) � -1 !L WRAP STRAP UNDER 51LL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING jn PLASTIC CAPILLARY BREAK cv Y J U (6) 8-d COMMON NAILS AT EACH END OF STRAP 2" RAT SLAB OVER 6 mil POLY TOP OF SLABIL 0 Q SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET aF I TO ' -4 8" POURED CONCRETE STEM WALL ON 24" x 24" GMU PIER ON m REINFORCED CONCRETE FOOTING REINFORCED CONCRETE FOOTING (SEE FOOTING PLAN) (SEE FOOTING PLAN) R-13 2" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) WITH APPROVED INTUME5GENT GOATIN6 [R316.6] DATE: JULY 2025 FLAME SPREAD INDEX 5 75 MAX. SMOKE DEVELOPED INDEX S 450 [R316.3] SECTIONS 4 DETAILS H I Ott-N I ND UPLIFT STfi AFF I NO SCALE: NTS D NG NUMBER S�GT I ON � NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft _ STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM GORE: All work shall conform to the New York State Uniform Fire Prevention and Butlding Code - 14 NYGRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. z0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be issued by the 1= WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V and approved construction documents all be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until po eat completion. y p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN shall SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hazards.atr-ouncil.or FOR THE PROJECT LOCATION: °.: '_. p p pWeathering Termite HAZARDS https://hazards.atr-ounc.1l.org C g lC) LOAD (miph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.1168 W "i2.3561 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is 0 WIND DESIGN IS NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amaro v 25 psf 128 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F 1?301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G.("Designer") to provide professional engineering services. However,the Designer has a MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 0 R301.2(3)] AFFIX THIS SIGN IN ACCORDANCE WITH supervision nor Inspection,and therefore is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude temperature coolie Immediately notify Designer, In writing, If there is a W heating cooling factor p 9 difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT Li discrepancy found between field conditions and la 12 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)1 dimensions,especially with regard to existing construction. Z N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plF (28'-O" roof R3o12.1 WIND DESIGN In accordance with Figure R3012(5)13,wind m Cooling temperature Wind velocityWind velocity Coincident Winter Summer gur y Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R802.11] design is not required. This building Is designed In difference heating cooling wet bulb humidity humidity accordance with the wind provisions of the 2020 RGNYS. N WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf 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 4 R3012.12 PROTECTION OF OPENIN65: This building In not located UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Windborne Debris Region. r- OF ALL BRACED WALL PANELS [R602.3.5]. R3012.4 FLOODPLAIN: This building Is not located In a flood hazard area. } _ 111 R3015 LIVE LOA05: Minimum uniformly distributed live loads: 1UyC LU Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf,Rooms other than steeping rooms 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 psf,Sleeping rooms 30 psf,stars 40 psf R301b ROOF LOAD: Roof Design Load Is based on the greater zl of the Ground Snow Load (20 psf,applied per ASGE-I) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table OF FASTENER SPACING AND LOCATION IT DESCRIPTION OF BUILDING ELEMENTS OF FASTENEW,b,c SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf round snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c DESCRIPTION"°h OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. THICKNESS Roof Floor (inches) (inches) (inches) support R301.6 NOMINAL SIZES: Dressed lumber dimensions specified on �� �� 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 y x 0�113 ),or 4-8d box(2/ x 0�113 ), or t; (LVL PSL I-outs, g 3-8d common(2/ x 0.131 ) or 3-8d common(2 Y2 x 0.131 )• or Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing j glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3" x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-1Od box(3"x 0.128"); or Toe nail Staple 15 ga. 1 Y4 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails projections shall be located at least 5 feet from lot lines and Up to Y 0.097-0.099 Nail 2/4 3 6 are not fire-resistance rated. 8d box(2%"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 Y4 3 6 4-8d box(2%"x 0.113");or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 y" x 0.131"); or Rim joist,band joist or blocking to sill or top plate 8d common(2 Y2"x 0.131");or 0.113 Nail 2 3 6 WALLS AND GEILIN6S: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also =_ __ _= 19 s having a FSI = 15 (req'd max. 200) and a 5DI = o (req'd max. 3-10d box(3"x 0.128");or ( pP ) 10d box(3 x 0.128 ),or 6 o.e.toe nail /2 and/ Staple 15 and 16 ga.2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 Y4 4 8 __ __ 1 =_ __ Staple 14 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or p g 4 8 INSULATION: Exposed insulation that is not installed to 3 partitions [see Sections R8023.1,R802.3.2 and Table 3-16d common(3 2"x 0.162");or Face nail 2-8d common(2%"x 0.131");or 23 3 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/ 1 surfaces shall have a FS1 < 25 and a SDI < 450. See plans ( )� ) ( )' 0.097-0.099 Nail 2/ 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) p g 4 8 R302.11 FIRE BLOGKIN6: Use approved material to flreblock 4 [see Sections B.8023.1 and R8023.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135"); or Staple 14 ga.2 Y4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 2-16d common(3 subfloor to joist or girder 1 „x 0.162) Blind and face nail 0.113 Nail 2 Y4 3 6 where otherwise specified by the 2020 RGNYS. 3-16d box 3 Y"x 0.135" • or 1 Staple 15 a.21/4 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. 4-1 Od box(3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) ( )' At each bearing,face nail P g 5 Collar tie to ra:Fter,face nail or 1 Y4"x 20 ga.ridge strap 3-1Od common(3"x 0.148");or Face nail each rafter 2-16d common(3 Y"x 0.162 to rafter ) 0.097-0.099 Nail� 4 c 8 R302.13roject und�eroExceptton 4 FLOORS: Not needed for this 4-3 x 0.131 ) 3-16d common(3%"x 0.162"); or SPACING O FASTENERS 4-1Od box 3"x 0.128" or NOMINAL MATERIAL " h R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3 y"x 0.135" • ( )� DESCRIPTION a, OF FASTENER AND LENGTH ( ),or 2 toe nails on one side and 1 toe 26 Band or rim joist to Joist :: := End nail THICKNESS Edges Body of aneld luminaires shall be 10-rated I/A/W N1102.4.5 with separation 3-10d common(3"x 0,148"); or 4-3 x 0.131 nails;or inches (inches) g Y P 6 Rafter or roof truss to plate 4-1Od box(3"x 0.128");or nail on opposite side of each rafter 4-3"x 14 ga. staples,%6" crown (inches) (inches) (inches) from insulation per listing. Z or truss' R306.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboardf-fiber-cementh other approved safety glazing material shall be Installed In 'I , O 20d common(4 LU m W at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m z IU 4-16d box(3 Y"x 0.135");or L 3-1 Od common 3"x 0.148" or 1 Od box 3"x 0.128" • or 24" o.c. face nail at to and bottom 3d corrosion-resistant ring shank nails •• < W ( )' Toe nail „ ( „ )' p g 3 6 R30a.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch } Z dJ z 4-1Od box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle m - - --t u- O AI 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 entry doorway. 1) \ d- p z 7 And: Staple 18 ga.,%long,l/4 crown !- to � � to minimum 2"ridge beam 2-20d common(4"x 0.192") or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the Z O d) a z 3-16d box(3�"x 0.135") or Face nail at ends and at each splice %4 builder's responsibility to verify that window units supplied by a- t- O W 2-16d common(3 y"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 with the dimensional requirements for a �` !Y -1 ' End nail =_ _: 8 8 emergency escape and rescue openings where required. < O 3-10d box(3"x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for the finish) g y Pq O �/ _! to V d 3-3"x 0.131"nails 4-16d box 3 Y"x 0.135" • or 1 a long,No. 8 x.375 head diameter,ribbed wafer-head screws R3I1 1 STAIRWAYS= Interior stairways shall be re-assembled n- O V ( )� g g wood units. The maximum riser height shall be 6-1/4 inches and (�/ ,n N O 4 Wall 3-16d common 3�"x 0.162" or (for tile finish) the minimum tread depth shall be q inches,plus nosing where "' v t Z 28 Ledger strip supporting joists or rafters ( ), At each joist or rafter,face nail 1) 16d common(3 Y"x 0.162") 24" o.c. face nail 4-1Od box(3"x 0.128");or Plywood required. Provide handrolls per Code. A < 8 Stud to stud not at braced wall panels) ( ) 4-3"x 0.131"nails 1 I/4 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above ( P ) 1 Od box 3"x 0.128" ;or 16"o.c. face nail 1 3 6 grade,and steps leading thereto,shall have guards that Z 3"x 0.131"nails 2-1 Od box(3"x 0.128");or 2-8d common A and%6 12/ga. (0.099 )shank diameter conform to Code. 1 �� �� 29 Budging or blocking to Joist (2�"x 0.131"); or 2-3"x 0.131"nails Each end,toe nail � 3 _ 16d box(3/ x 0.135 ) Staple 18 ga., /, /6 crown width 2 5 R3122 WINDOW FALL PROTECTION: Windows with sills less than 9 Stud to stud and abutting studs at intersecting wall ' °r 12"o.c. face nail SPACING OF FASTENERS 1� 3 is 1 1 1/4 ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade 3"x 0.131"nails � corners(at braced wall panels) 732,/, /2 and/ I 6 8 shall be protected per Code. 16d common(3� x 0.162 ) 16 o.c. face nail ITEM DESCRIPTION NUMBER AND a h Edges Intermediate 12/ga. (0.099 ) shank diameter 16d common(3 V"x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ° '` g h supports"," 1 1/2 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected -• .,., 10 Built-up header(2"to 2"header with%" spacer) (inches) smoke alarms,carbon monoxide alarms,and heat detection 4•a*� f. '" 1 n r: _= inches 19 5 23 3 1 n 3 6 16d box(3/ x 0.135 ) 12 o.c.each edge face nail (inches) /2,/, /2 and/4 12/ga. (0.099 ) shank diameter alarms shall be Installed at all locations shown on the plans. 5-8d box 2 z x 0.113 or Wood structural panes,subfloor, w g a ga., " " • Wd sttl panels, roof and interior all sheathing to framing particleboard wall sheathing to framing Staple 16 1 Y 6 8 4•�e� t t f°.,,, m, ( ), R315 CARBON MONOXIDE ALARMS: Install at all locations ;. F• ° � :: F $, yt :� see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 11 Continuous header to stud 4-8d common(2� x 0.131 ), or Toe nail [ O P g g - •� tvd� 4-1Od box(3"x 0.128") 3 �� - �� 6d common(2"x 0.113")nail f 1 72 long ring-grooved underlayment nail 6 6 R317 WOOD DECAY PROTECTION: Lumber specified In the plans 1 =_ :: �� 30 / subfloor wall ' 6 12 as pressure preservative- treated (P.T) shall be In 16d common(3/ x 0.162 ) 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 p p t _" accordance with AWPA UI for the Intended use and location. T.• ; ((/?..` '` ' 12 Top plate to top plate lOd box(3"x 0.128");or 31 I%2" - 1" 8d common nail(2 y"x 0.131") 6 12' Staple 18 ga.,%long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12"o.c. face nail steel silicon bronze, copper or 1/2" diameter or greater ,, ( ) Particleboard 3"x 0.131"nails 32 1 I/" - 1 y" lOd common 3 ,x 0.148 nail or 6 12 steel bolts. °pp g ,, ,,'.i' '`° 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 .,�23 9 Y4 3 R401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest on r r 9 LL= Other wall sheathing Staple 18 ga., /long,/6 crown 3 6 undisturbed soil with a m►nimum load-bearing value of 2,000 0E�,1� ��i'� ��[- / 8-16d common(3 Y x 0.162 );or Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 1 y galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-16d box(3 Y"x 0.135");or (minimum 24" lap splice length 33 %" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 Y4" ion 3 6 e 3 Include 6WHgl6P-gr v lsa d sandy gravel;6 a,46G-s 12-1 Od box(3"x 0.128");or p g g Staple 16 ga., 1 y long,/crown 3 6 g gravely Sity each side of end joint) `� 12-3"x 0.131"nails 3 :: � :: an c ayey sand. Unsuitable subsoil material encountered g 1 /4 galvanized roofing nail, /6 head 3 6 Y2,s 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and relplaced in-situ m 34 2532" structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 Y4" long s 3 with /a crushed stone to a minimum depth of �6 Inches or AOBE. p g � g Staple 16 ga., 1 /long,/crown 3 6 P 16d common(3%"x 0.162") 16"o.c.face nail 1 d 1 y" galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls, exterior O Q Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 „ 7 7 walls and other vertical concrete work exposed to the O 1 long; 1/ screws,Type W or S For SI: 1 inch=25.4 min. "I' I- 14 g( panels) 16d box 3�y"x 0.135" ;or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum blocking not at braced wall anels ( ) 3 compressive strength of f c,-3,000 psi at 26 days. Porches, 3 x 0.131 nails s �� d 1 /4 galvanized roofing nail; staple galvanized, ^�" 9 P y • O� 36 / gypsum sheathing s " s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage In to 3-16d box(3%"x 0.135"); or 3 each 16" o.c. face nail 1 / long; 1 / screws,Type W or S gp floor slabs shall be air entrained stone concrete with a O �/ Bottom plate to joist,rim joist,band joist or 2 each 16"o.c.face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of/6-inch on diameter except as noted. minimum compressive strength of Pe,-3,500 ps,t at 28 days. Q W 15 2-16d common(2%"x 0.162")• or P m lu blocking(at braced wall panel) ' c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. O 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 Q 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s tems shall extend below the frost line, e., ' z _37 4" and less I to a minimum 8d common(2 Y x 0.131 )nail O _j 4-8d box(2%"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. epth of 3'-O" below finished grade. 3-16d box 3%"x 0.135" or „ - 8d common(2 Y2"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. V-f in } 1 ( )� 38 / 1 I „ 6 12 R404.1 1 BAGKFILL= Backfill shall not be placed against to tY M Z N Toe nail 8d deformed(2/ x 0.120 )nail f, Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace to O ~ O 4-8d common(2%" x 0.131"); or �s• p � 4-1 Od box(3" x 0.128"); or '/ IOd common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. O� O � •� 4-3"x 0.131"nails 39 1 7$" - 1 y" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R5o2.t WOOD FLOOR FRAMING: Load bearing dtlmenston lumber O O w � li- the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer p 3-16d box(3%"x 0.135")• or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LvU shall have a minimum Fb=3,100 psi and modulus J V � T Z 2-16d common(3%"x 0.162"); or End nail 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. - - W IV V � 3-10d box(3"x 0.128");or R&O2 WOOD WALL FRAMING: Load bearing dimension lumber shall 1 -�V D- LU O 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 Douglas fir-larch No. 2 or better. Studs shall be a minimum f sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. a J � Mk J 3-1 Od box 3"x 0.128" ;or 0.192 inch 20d common nail 90 ksi for shank diameter lar larger than 0.142 inch but not lar larger than 0.177 inch and 100 a,b,c " Z N ( ) ( >> g g WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2 y GYPSUM BOARD: All Interior walls t be covered with e z Q- 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise ~ O Z N 3-3"x 0.131"nails noted on plans. U 0- - b. Staples are 16 gage wire and have aminimum/6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v �/ MINIMUM WOOD MAXIMUM PANEL NAIL --t 3-8d box(2%"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V"tt 1703.3 SIDING: Exterior wall covering shall be vinyl siding tested -t LU S d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed pp 2-8d common(2%"x 0.131");or Y Y p pp Y• PANEL (mph) with fasteners in strict accordance with the manufacturer's O Q DC 18 1 brace to each stud and late :: :: . Face nail PANEL SPAN SPACING p 2-1 Od box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table R6023(2). THICKNESS Instructions for high-wind regions. Use stainless steel nails for tL O ( )� Penetration Edges Field Wind exposure category 9 f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P g rY la_- O 2 staples 1 3/" P g g g pp inches (inches) ) inches o.c, inches o.c. fastening vinyl st Ing on buildings located within 3p00 feet of p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (• ) (• ) (• ) B C D the ocean line. m 3-8d box(2 I Z 6d Common 1.5 24/0"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 16 6 12 140 115 110 R602.I WOOD ROOF FRAMING= Load bearing dimension lumber 2-8d common(2 z"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and telling joists shall be 3"x 0.128"),or 19 1"x 6" sheathing to each bearing 2-1 Od box • Face nail Douglas fir-larch No. 2 or better. ( g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 Y4" long sheathing shall conform to ASTM C 208. (2.5"x 0.131") 1.75 24/16 16 24 6 12 140 115 110 R606 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 Xso of the area of the DATE: JULY' 2023 3-8d box 2%"x 0.113" or vented space within the soffit. Attic Is unventted. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RCIO52 ASPHALT SHIN6LE5: As halt strI shingle wrappers shall Pp Y g q g• g g p g P iP p p 9 pP 3-1 Od 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-7156 Glass 6 3 staples, 1" 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 ASTM D-5161 Glass F,and shall be fastened to NOTES Pp Y g g accordance with the manufacturers instructions to achieve 20 1"x 8" and wider sheathingto each bearing =_ :: i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use g Wider than 1 x 8 Face nail J P g J p 9 p P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%"x 0.113" or the opposite side of the rafter shall not be required. g q saltwater. ( ); Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2 Y2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall.be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128"); or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling _ I 4 staples, 1" crown, 16 ga., 1 Y4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Yz")at Load bearing or braced/shear wall m 12"on-center above(must stab..over wall below) Load bearing or braced/shear wall above Plate nail, Blocking panel: Rim ( present) ALLOWABLE HOLES TJI Joists z Plate nail, 16d(0.135"x 31/•�") When sheathing thickness exceeds%8", 2x stud wall at Floor panel nail- g p ® must stack over wall below when resent - at 16"on-center at 16"on-center - p ® ® No load bearing Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center �"TimberStrand LSL or TJI joist. %"hole may be cut O 9 P Web stiffener 1 wall above Min.distance from Table A Min.distance from Table B y 1Ya"TJ®Rim Board,1Y4" required on both Plate nail-16d(0.135'x 3/2") Blocking panel: anywhere in web out- TimberStrand® LSL or at 16"on-center* Web stiffeners required on 2x4 minimum Web stiffeners Do NOT side of hatched zone V sides at A2W ONLY 1Ye"TJ®Rim Board, cut or notch flange. Sheathing both sides at A3.4W ONLY squash blocks required each side 9 TJ10 joist Floor panel nail- g 1Ya"TimberStrand® LSL 8d(0.131"x 2Y2")at 6"on-center"' boundary nails, at 63W ONLY or TJ joist 8d(0.131"x 2/z")a 1Ya"TimberStrand® Web stiffeners 6" •• O 6' Z Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Ys" O j required on both V nail each side at A3._W ; B 1 B 1 W sides of both joist 6" L, 2 x D, D, Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail-10d(0.131" Toe nail, Toe nail, ® When sheathin ends at 64W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut 1�"TJ Rim Board(A3/A3W 9 x 3")at 6"on-center notes In the sou perimeter holes In holes 10d(0.131"x 3') 10d(0.131 ..3") TJI®rim joist thickness exceeds 7/", 12" Web stiffeners required Do NOT (applies to all holes group P larger only)Or min q End Of joists at cut holes In cantilever hatched except knockouts) meets requirements for hatched than 1'/a"In at 6"on-center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue on both sides a:B1 W centerline zones round or square holes. zones cantilever TJI®rim Dist at rim board For rim board thicker than 13/4" reinforcement. q Q Web stiffener -Attach TJ Joist to rim board with one 10d(0.128"x 3") and B2W ONLY of support W Toe nail-10d(0.131"x s") Table A - End Support � required On both Must have 1314"minimum Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required O at 6"on-center P P 9 9 P Y q * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe 62 62W Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or B4 64W Minimum distance from edge of hole to inside face of nearest end support Z to Al Al W O rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board, walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE m O O *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 1k DEPTH 2" 3' a" 5 61/z" 7' a% 11' 13^ z^ 3' a" s' sY" 7" s%^ 1t^ 13^ N O O Nail through 2x_cantilever,wood backer and 110 1'-0" 1'-6" 2'-0" T-0' 5',0' 1'-0" 1'-6" 2'-6" T-6" 4'-6' O O O O Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ®Rim Board or 1Ya"TimberStrand® LSL. TJI@ joist web with 2 rows 10d 0.148"x 3" Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ 9001. Blocking 1 ( ) 9Y" 210 1'-6' 1'-s" 2'.6' 3'-6" 5'-6° 1'-0" 2'-0" z'-s' 4'-0" 5'-0" Q 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'-6" 2'-0" z'-s• 3'-s" s'-s" 1'-0^ z'-o^ 3'-0" 4'-6~ s'-o" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y2"TJ I® 360 1'-6" 2'-0" T-0" 4'-0" s'-o" 1 6" 2'-6" 3'-s" 5'-0" 5'-s• f with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" F-0" T-0' 2'-0" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- ® ® schedule. 110 1•-0" 1'-0" 1'-6" 2'-0' z'-6• 3'-0' 5'-6' 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0' reinforcement and filler 16"deep blocking panels;6"diameter IV'TJ Rim Board 1Ya"TimberStrand 210 1'-0~ 1'-6" 2'-0' 2'-0' T-0" T-6" 6'-0' 1'-0" 1'-6" 2'-6" T-0" F-0" 5'-0" 6'-0~ 4'-0"length of 7 "_ block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%- 230 1'-0. 1'-6" 2'-0" 2'-6" T-0" 3'-6" 6'-6" 1•-0" 2'-0' 2'-6" T-6" s'-6• 5'-6" T-0" J-�1 9 8"diameter maximum hole for 11/ g 9 P P 3/"reinforcement on 16"deep blocking panels;6"diameter with 91z"and 11%"TJI® or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Yz") 3so t'-s" z'-o" 3'-0^ 3•-s° a'-s" 5'-0" 7'-0• 1'-s• 2'-s'• 3'-s^ a'-s" s'-s^ s•-s" 7•-6^ �] 8"diameter maximum hole for 11 Attach reinforcement to joist nail at each corner F1 applies to 560 r-6^ 2'-6" 3'-0' 4'-0" 5'-6" 6'-0' 8'-0' z'-6• T-6' 4'-6^ 5'-6" T-0' 7'-6~ 8'-0" 7 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. 11 pp 110 1'-0" 1'-0" 1'-0• t'-0" 1'-6" 2'-0' 3'-0' 5'-6" 1'-0' 1'-0" 1'-6~ 2'-0" T-6" 4'-0" 6'-0" e'-0" Web stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2/") Horizontal blocking uniformly 210 1'-0^ 1'-0" 1'-0" 1'-6^ T-0" 2'-6" 3'-6" 6'-0" 1•-0• 1'-0" z'-o" 2'-b" 4%0' 4'-6~ 6'-6" 8'-6- Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJO Rim Board 1Ya" nail at each corTer panels between each loaded joists 14" 230 r-0" T-0" r-0" r-6" z'-s" 2'-6" 4'-0" T-0" r-0" 1-4' 2'-0" T-0" 4'-0" 5'-0" T-o" 9'-o" ,(� sides at E1 ONLY panels 9/"deep or shorter than TimberStrand®LSL,Nail with joist.Nail to top plate with only. 360 1'-0" 1'.0" 1'-6' 2'-6" T-6" 4'-0' S'-6^ a•-0" 1'-0- 1'-6" 2'-6" 4'-0" 6'-0' 6'-6" 8'-0" 9'-6" v , 12"long. 10d 0.131"x 3" nails,one 3 " b 560 1•-0" 1'-0" 2'-0' T-0" 4'-6" 5'-0' 6'-6" 9'-0" 1'-6' T-0" 4'-0" 5•-0" 7'-0' T-6" 9'-0- 10'-0" ( ) 12"lengti of/ connections equivalent to Wood � O �s" Do not cut flanges. 1Ya"TJ®Rim Board or 1%" each at top and bottom flange. reinforcement on floor panel schedule. backer a� �e� O��`l� 210 1'-0" r-0" r-0• r-0~ 1'-0' r-s' r s" 3-s" s'-0• TimberStrand® LSL.Nail with g �e5 R` (��`� ads 16" 230 1'.0. 1'-0" 1'-0• 1'-0" 1'-6" 1'-6" T-W 4'-0' T-0" 1'-0- 1'-0" 1'-0" 2'-0~ T-6" 4'-0~ T-0" 9'-0" 11'-0" " one side at E5, 12°length Of q° l� gt \O 360 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 reinforcement on ones e 1�2 e'l 1ct` - • Id �� �O 560 1'-0" 1'-0" 1'-0' 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0" 1'-0" 2'-0" 3'-0" each at top and bottom flange. joist web with 3 rows Full depth verticala� �r �� 10d(0.148"x 3")nails at 6 blocking between at E7,both sides at E8 F1 ° �e�`g l`� a" s•• 6" 7^ 8" 10" 12^ 15" 17^ a" 5^ 6 7' e' 10" 12' 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 18^ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0~ 5'-s" 10'-0" 1'-0" 1'-6^ 3'-0' 4'-6" 6'.0' 10'-0" 11'-0" 13'-6" 2x4 minimum I to joist flan a with " 7 " E7 E8 Less than 5" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2•-0" T-6" 5'-0' 6'.6" 8'0" 11'-0" 12'•0" 14'-6" J 9 2' t(` rows with 9y2 and 11/a Less than 5" squash blocks p" 8d(0.131"x 2Yz'")nails at 6" a+`� TJI®joists. 3so r-o~ r-o° v-0" 1'-0" r-o~ 2'-0" 4'-0" 7' " 10'-6" r-0" r-0" 1's^ 3'0" a's^ e'0 1 r-s• 1a'o~ 15'-s" O O Gap*: WEB STIFFENER ATTACHMENT 20" sso 1'-0" 1'-0" r-o" 1'0" r-°° 74)" a'-s• 9'-0^ 11'-6" r-0" 1'-6" 3'-s° 5'-0° 7-0" 1Ys"TJ®Rim Board or Mtn on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. Face grain �a'F both sides,stagger nails. �)g"minimum transfer load around TJI®joist E1 E1 W Nail with erS (0.131"x 3") E2 E3 horizontal E4 Not for use with 3'/2"TJI®joist flange widths 1" r 2�4"maximum Table B - Intermediate or Cantilever Support O O nails,one each at top and O O (1Y"for TJI® i Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE / subfloor TJIsjoist blocking with end DEPTH 2- 3" 4" 5" 6Y" 7" 87/" 11" 13" 2" 3" 4" 5" SY" 7" B%" 11" 13" EXTERIOR DECK ATTACHMENT Apply � Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span See sizes below. *With point toad from above,and no support 110 2'-0' 2'-6" T-6- 4'-6" T-6" 1'-6• 2'-6" T-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using 210 z'-o" 2 6" 3-0" s'-o° a'-o" 2-0^ 3'-0" a'-o" s's" 7'-s^ Hanger height must ® contact surfaces below,install web stiffener tight to top flange 9y Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Y4"overhang two 8d(0.113"x 2y") Tight fit* 230 2'-s" T-0" 4'-0" 5'-6" 8'-6" 2%0" T-6" 4'-6" 6'-6" T-6- Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Flashing 9 (gap at bottom flange) OffOlstdepth Halls Or 360 3'-0" 4'-0" 5'-6' 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" nails when possible. flange with face mount hangers). a1` Nailing Requirements 560 3'-6" 5'-0" 6'-0• 7'-6" 10'-0" 4'-0' 5'-6" 6'-6• 8'-0' 9'-0• Clinch nails when possible. Treated 2x_ o`S�sP 2)z screws, TJI®Joist Series Depth Stiffeners Size Type . Number Nails 110 r-0" r-0" r-6" 2'-6" a'-o" a-s" e'-s" r-0" r s" 2'-s^ a'-0~ T-0• T-0• 9'-6" ledger 9� a YP (in.) yP 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0' 9'-0" 1'-0' 2'-0" T-0" 4'-6" 8•-0" 8'_0. 10'-0" _ g � t�` End Intermediate See fastener " 1 110 All %"x 2%s'") 11%" 230 1'-0" 2'-0" T-6' T-6" F-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" 5'-0" 8'-6' 9'-0" 10'-6" t•=�' lY8 TJ®Rim Board or 1/a" 360 2'-0' T-0" 4'-0' 5'-6" T-o' T-6" 11'-0' 2'-0' T-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0" table below.Maintain 210 All %"x 2s/6"") 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230&360 All 7/"x 25/6""1 (0.113"x 2Yz") 3 3 110 1.0' t'-0" r-0" 1=0" z=o" 2.6" 14'-6" 8'-6- 1•-0" 1 0" s=0" 2-6" 15'-0' 16'-0. 1s-0' 12'-0' hanger edge of ledger to fastener. Option#2: 210 r-o" r-0" r-0" r-0" 2'-6" T-0" 5'-6" 9'-6" 1%0" r-0" 2'-0" T-6' 6'-0" T-0" 10'-0' 13'-0' 2x_strapping installed at Y 16d 14" 230 1'-0. 1'-0" 1'-0' 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 11•-0" 13'•6" Face mount Backer block joist-span locations using two 2 560 All 2x4 both sides of web Allowable Load(Ibs) (0.135"x 3y") 360 1'-0" 1'-0" 2'-0' T-6^ 5'-6" 6'-0" 8'-6" 12'-6" 1'-0' 2'.0" 4'-0" 5'-6" 9'-0' 10'-0" 12'-0' 14'-0- hanger Y2'screws per joist,typical 18" 4 4 561 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6' 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 15'-0" with single TJI®joist Fastener 1Ya"TimberStrand® 1�"TJ®Rim Board LSL rim board 560D 20 2x4'21 16d 5 5 210 1'-0. 1'-0" 1'-0" 1'-0" 1'-0• 1'-0^ 3'-6" 6'-0" 10'-0" 1'-0" 1'-01. 1'-0" 1'6" 4'-6• 5''" 10'-0" 12'6" 16'•0" Option#3: "a 230 () 1'-0" 1'-0" 1'-0' 1•-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" Fo- 6'-0" 10'-6^ Web stiffeners required if sides of Yz'lag bolt 610 480 Direct) a lied ceiling 22 (0.135"x 3Yz") 6 11 16^ 13'-s" 16'-6^ hanger do not lateral) support at With top mount hangers,backer block required only y pp g 360 r-o" r-0~ 1'-°• r-o~ T.0' 4'-0' 6'-6" 10'-0" 13•-6" r-0" r-o" 2'-0" 4'-0" T-6" 8•-6" 13'-0" 14'-6" 17'-0" H 1 9 Y PP H2 for downward loads exceeding 250 Ibs or for u lift H3 • Corrosion-resistant fasteners required for wet-service applications. 24"t3j 6 13 least 8"of TJI®joist top flange g p LA PP PB1 When specified on the layout,one Of S 560 1'-0" 1'-0" 1'-0' 1'-0" 2'-6" T-6~ T-0" 11'-0" 15'-0" T-0" 1'-0" T-6" 5'-6" 9'-0' 10'-0" 14'-6" 16'-0" 18'_0 conditions.For nailing requirements see page 5,TJ- O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above is required 2 Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12^ 15" 17" 9001, Weyerhaeuser Installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 r-°" 1'-0° r-0" r s° 3'-0" 6'-0° s'-0" 15'-0" r-0" r s" a'-o" s'-s~ s'-o^ 14'-6- 1s'-s" 1s'-s" Roof Framing,TJ-9001. q 1e sso 11 r-o" r-0" r-o~ 2'-0" 6'-0" 10'-0" 16'-6^ r-0' 3'-6' s'-0' e'-6" 11'-s" 16'-6" BEAM DETAILS FASTENING of FLOOR PANELS 20„ 360 1'-0" 1'-0" 1'-0" o" 1'-0^ 3'-0~ s'-o" 11'-0" 15'-6" 1'-0" 1'-0" 1'-6" 4'-0' T-0" 12'-6' 16'-6' 1s'-o" 21-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" v_n- TJI®(1)(z) Rim Board 11/Z• TJI,Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. lu to Nail Size 110,210, 360 and ® TimberStrand®LSL Microllams Parallam® 9Yz"or 14"or 18"or 7 14"or 18"or Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut Joist flanges. LU m Z BEARING FOR DOOR BEAM TO BEAM BEARING AT a TJ Ri 1% 9Yz"or 9Yz"or 14"or BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 117/„ 14" 117/„ 16" 11'/• 16" 20" 11/e" 16" 20" • Tables are based on uniform load tables in current design literature. Z OR WINDOW HEADER CONNECTION CONCRETE WALL s 7- Z Q tt -lu 8d(0.113"x 2Yz"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3^ 3" 3" Filler Block(1) 2x6+%a' 2x8+%" 2x6+Y2" 2x8+jz" 2xl2+Y2" Two Two Two - - _I W J W 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located - Z W 1�"TJ®Rim Board Or Strap per Code if top plate 10d(0.148"x 3"),12d(0.148"x 3Ya") 14 6" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 4" 4" at the center of the joist span provided that no other holes occur In the joist. �- 4 O Z 1Y"TimberStrand® LSL or is not continuous over 3 „ Q 16d 0.162"x 3Yz") 6" 6" Cantilever 2x6 2x10 2x6+%8 2x10+/ 2x6+Yz^ 2x10+)z" In blocking for lateralsuppOrt header ( s a 4 8 6 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable°t Not applicable ALLOWABLE HOLES - Headers and Beams z Z o Z (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 a licable < a W ® JU O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) .55E TimberStrand® LSL Headers and Beams p- Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. e " a " s " 7 " 7 " -J O plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/z"and staggered, (Detail F7 / or/ /a or/e / or 1"Net 2x6 2x8 2x12 O -_I a/ Q over column (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the > Q Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 13/"(to avoid splitting). (1)Ifnecassary,Increase filler and backer block height for face mount handers and maintain/s"gap at top ofjoisY see detail W Filler and backer largest hole(minimum) Q hanger block dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). ((�/ 0 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). Y depth Allowed hole zone - - ry Z Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawngs supersede hanger wood from direct recommendations listed above. (� X contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor 1-] O y L4 concrete and Roof Framing,TJ-9001. o O O Z L1 L2 L3 See current Weyerhaeuser ■Nailing rows must be offset at least Yz"and staggered. o 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P g j cantilever and end bearings by blocking 9 Depth e t z Hole Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers, joist.ct attachment to 8" �j p p TJI® "Dist framing does not a rim board or rim joist. 8" 11Ya"-11�^ 3%" Fastener Installation Requirements j g Ell 14"-16" 4%' Piece #of Fastener require bridging or mid-span General Notes See illustration for allowed hole zone a �." ••r."r•,,p Width Plies Type Min.Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams with .•`�• t" uniform and/or concentrated loads anywhere along the member. -"'r r ,,•","f •°->":: i rp <' d, •«�1 sides,stagger fasteners on the second e Round holes only 10d nails 3" 3 y BEARING AT f�1 12" side so they fall halfway between e No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4" 2 One side fasteners on the first side. Screws 3%"or 3Yz" 2 24" H2 , 1. .. 10d nails 3" 3(z1 DO NOT bevel cut joist Y� „ I Other Trus Joist® Headers and Beams A �;; �: �, i -1 nails 3 2(z1 12" Both sides Al0 between joists ; beyond inside face of wall. Microllam®LVL B • , - ti A Rim board Dint 3 12d 6d Y4" E2 1 DO NOT overhang seat cuts 9 1.3E TimberStrand® and Parallam®PSL 13/4' 3%"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24' Load must be applied evenly across 3. largest hole minimum • 5^ One side entire beam width.Otherwise,user I . . face ofsupportmember, 9 ( ) Verify column capacity 10d nails(9) 3" 3(2) connections for side-loaded beams. of NOT cur,notch or drill and beam bearing (3) 1 2) (per ply) except as indicated in 12" One side L5 length.See current 4 12d-16d nails 3/4" 2 d holes In headers or beams r ®EL VERSO JUL 2 9 2il23 O Weyerhaeuser literature. 5"or 6" " Both sides o _ o o illustrations and tables. y o 0 0 Screws 2 24 Multiple pieces can be nailed or bolted together to CS 6%4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllame LVL and Other Trus Joists Beams 2 Screws 56 r 6 2 24 One side maximum width of 7" Both sides 18"TJ®Rim Board or 1Y" Parallam®PSL Header or Beam Maximum Round L3 TimberStrand® LSL. allowed hole zone Depth Hole size m 3Y" 3-„ O Y2'bolts 8" 2 24" - middle Y3 span 4%" 1" O Q (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SOW,WS,or Truss-LOK-EWPTM' • "-2 12" r B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7(/4"_20" 2" � COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustretloin for Allowed Hole Zone 5 (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 O B2 Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON Round holes only Q tL ,'�, NAILING AT BEARING FLOOR L5 No holes in cantilevers. O O lu COLUMN CAP (FLOOR) B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist No holes in headers or beams in plank orientation. I Z t „ ® (Load bearing wall above) O 3 _ 1/a TJ Rim Board or .n 1%"TimberStrand® LSL. Joist may be shifted up to 3"if O Use B1 or B2 at WARNING U 1 QOne 10d(0.128"x 3") floor anel ed a is su orted P B4 g - t6 pC ,}Z P 9 PP intermediate bearings One 8d(0.113"x 2Y2") nail into each flange and span rating is not exceeded. ,n m ~ O N nail each side.Drive with load bearing or Joists are unstable until braced laterally �1, O p[ Do not cut joist flanges. r IL nails at an angle at Plumbing Drop braced/Shearwall Bracing Includes: O Z Q tu O P1 least 1Y"from end. from above • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist O IL O End of Joists O O jU � !L �- 3Y2"minimum at centerline 11!1� L2 I J pC Also see detail B2 of support ''II '' V O Q COLUMN BASE 13/"minimum end bearing intermediate bearing T /' J-�-1 single-family applications 5Y4"may be required lu for maximum H1 � _ Q Z Shear transfer:Connections equivalent capacity OI)L to floor panel nailing schedule • r9 r� x Rim to TJI®Joist O . DO NOT valk on joists DO NOT walk on joists DO NOT stack building 'd Z until braced. that are lying flat. materials on unsheathed O O(>_ Z N ,'fir:.� •.'.. " 3 :::?' ~'*'• '' 1�"TJ®Rim Board, TJI®560 rim joist:Toe O y g ;•L:;:.;p• j Additional joist is required if INJURY MAY RESULT. joists.Stack only 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O % y over O J P2 TJI®110 rim joist: nails,one each side of ® or if span rating is exceeded. O •• O +� WARNING NOTES: beams or walls. Exterior Deck Y 111 One 10d(0.131"x 3")nail TJI Joist flange TJ Is 560 �• ~ O LA DO NOTuse sawn Lack of proper bracing during construction can result in serious J Attachment lumber for rim into each flange floorjoist • ' '' .•.••.: •:'' :, < Structural accidents.Observe the following guidelines: O O TJI®210,230,and 360 rim •' ' O board or blocking, 1.All blockin tL O INSTALLATION TIPS sheathing g,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. Dist: 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 ELEVATED j s s y. COLUMN BASE ( y2 ) •Subfloor adhesive will improve floor performance,but O after accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. O�--� One 16d 0.135"x 3 " nail P' Y P rY P ( 9) 1 IV minimum bearing Into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to faach lh Top View O joist.Without this bracing,Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. ) g,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI"joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1�"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint anldlor coating on this DATE: JULY 202 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shank flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAIL grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBS This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth TrusJoist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. - I I