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Home My WebLink About49708-Z . Zll o�OS11FFOCkC� Town of Southold 6/24/2024 P.O.Box 1179 o _ �` 53095 Main Rd l �ao�.� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45305 Date: 6/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 705 Nokomis Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/7/2023 pursuant to which Building Permit No. 49708 , dated 9/18/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, front covered porch and attached garage as applied for. The certificate is issued to Shepherd,Kate&McManus,Miles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1914 6/13/2024 ELECTRICAL CERTIFICATE NO. 49708 6/10/2024 PLUMBERS CERTIFICATION DATED 5/30/2024 P Rupp Au or ze 'gnature �ao�SUFFOL/ oG TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49708 Date: 9/18/2023 Permission is hereby granted to: Shepherd, Kate 235 E.22nd St Apt#16.1 New York, NY 10010 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: / 706 Nokomis Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-3-25 Pursuant to application dated 8/7/2023 and approved by the Building Inspector. To expire on 3/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,395.20 CO-NEW DWELLING $50.00 Total: $2,445.20 Building Inspector pE SOU�y�I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kate Shepard - Address: 705 Nokomis Rd City:Southold st: NY zip: 11971 Building Permit#: 49708 Section: 78 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X . Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 25 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt 5 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 4 Single Recpt Recessed Fixtures 75 CO Detectors Sub Panel A/C Blower 4 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Puck Lights $ Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 4 Switches 46 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Hood, W/D, 200A Panel 40 Circuit/ 33 Used (10)15A Arc Faults (1) 20A Arc/GFI (3) 20A Arc Faults Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: June 10, 2024 S.Devlin-Cert Electrical Compliance Form i °iV sooty Town Hall Annex .IL Telephone(631)765-1802 54375 Main Road en Fax(631)765-9502 P.O.Box 1179 A- Southold,NY 11971-0959 BUILDING.DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3� Building Permit No.4�1 —1 12 Owner: 2L)"1�- (Please print) Plumber•.�C�y\ \ (Please pr nt) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Phobeis Si ) Sworn to before me this C day of 201a'�A L Notary Public, QJO(S�ZQ V County Dina Andriello NOTA_RY PUBUC,STATE OF 14EW YORK Rgiwa6oa No.01 AN6364554 Quli6ed in NassaaCowly Commission Expires 1111912025 / SOUTyo� V I ! 1-T c), t) -70S N�A(2,mll Tzd, # # TOWN OF SOUTHOLD BUILDING DEPT. cou 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 LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I DATE INSPECTOR OF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPEC 7ROUGH ION [ UNDATION 1ST 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: L -e* ©u-, 0 z DATE 3 INSPECTOR �o��OF SO(/l�°� qq�� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH 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: PL Q4A v n�,U a G�! k-i rw o,- l oil lope, Q, b A 6 nee.W- ee-lati DATE INSPECTOR OP SOUTyO� 4 0 �vCd.T 1 lVV -- TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] 'FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY' [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) �ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: ::Lz wit-P L&I IX a ldsD DATE INSPECTOR TEHN'DESIGN GROUP; ARCHITECTS 1257 Udall'rd. Bay:Shore , NY 11706 January-12, 2024 Prgject# 23029 . -Town of Southold'Building Department Twon Hall Annex Building . :. 5.4375 Route 25 . :Southold , NY 11971 . SBL: 78—3_-25: q. Re: 705 Nakomis Road,Southold. This is to.certify that the insulation.backed HardiePlank.siding board installed:is an acceptable equivalent to r-3-insulation board;specified on the approved pans and has been installed:in accor ance with the filed plans and specifications as submitted to:your office, and.are in:accordance with building and related code requirements of-the State Code of New York and adhere to all recognized National.. ...Standards'. O AR H T TE14 CO Lu ¢ 1 lit e ry u .. STgT0E 209? Emanuel Te n Addy R.A. T:'631-888-7318 -�` ' . Rocket Insulation,LLC(367) Job Number: 6588017 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 6AM Attic Mate Foam Rafter 22"x 48" 8.4'x 200'SC15100C 1.5MIL Poly 8.4'x 200'SC15100C 1.5MIL Poly Attic Slope Ceiling BASF Enertite Gold Open-Cell 10.5"R-38.85 Attic Walls BASF Enertite Gold Open-Cell 5"R-18.50 BASF Enertite Gold Open-Cell 5"R-18.50 BASF Enertite Gold Open-Cell 5"R-18.50 Foam Seal Door And Windows CF812 Foam Sealant CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) R-13 15"x 93"-Kraft-Batts R-15 15"x 93"-Kraft-Wood Framing Exterior Walls R-15 15"x 93"-Kraft-Wood Framing Exterior Walls R-15 15"x 93"-Kraft-Wood Framing R-19 16"x 96"-Unfaced-Metal Framing R-30 16"x 48"-Kraft-Wood Framing Basement Ceiling R-30 16"x 48"-Kraft-Wood Framing Flat Ceiling R-30 16"x 48"-Kraft-Wood Framing WL1100A Powerhouse White 11oz *Fiberglass blow has no settling factor for R-values Job Name: 705 Nokomis Road Southold,NY 11971 Job Address: 705 Nokomis Road SOUTHOLD,NY 11971 Date Completed: �/ r � Insulation By: (p,� '� Home Energy Rating Certificate Rating Date:2024-05-30 Final Report Registry ID: 785317935 Ekotrope ID: 21mMD47L - - Home: HER$8 • • ' • • • - score - - ® _ _ . . • 71 .- score. number, 45 7 he - - - • - - - • - o • - 5 -_ . - - •- • - _ - • _ •- • - • • 1 -Sli Your Home's Estimated Energy Use: This home meets or exceeds the Use EMBtul Annual Cost criteria of the following: Cleating 54.8 $1.891 2020 NeivYork ECCC Cooling 1.5 $86 2015 International Energy Conservation Coale Clot Water 13-7 $469 Lights/Appliances 22.8 -$1,299 Service Charges - - $120 - - - - Generation(e g.Solari 0.0 $0 Total: 92.8 $3,864 •- Mcme Features summarr. Hating completed by: PMrXeTFP)L- s- � EnsygyRatQr.A�� ell F its ® azn Comm i2n,ity- A iliElf IlJ➢ a t7nmes : bpi ocsliAlosard4 a �13fe i ��MCDm;Fap-EfYiogy'T--5rrgSatmF,tffi a� Ifldutr r�IBe trc 164B IMMIA E ni ne URR F,BnhamgiL Its'11716 APB oIn � IRn r fl araa�� i4�r-�lil- Ad�W� W11 24 -2EU IAa►rmta�ycCs�lrm � S+nr�mzLSmr-�I4s►c-llm�fa i}3a�-tn�lRraaiJr7�:fBawing�Ad►enc�ll w.r ® IArtnt�rar�Q'�ILarfFn�tttim� [l�t�a�i�IQriHr.�i'dl�(kl��rtu1,�IFa�IItcwr �DB�zc117/.��t�aTicrs�,IFIkL�Ad� ! \. IDlutfltlL�alE�g�t�o(�utti dhrlIlF :�ir �� ! 1>�r,�rm-Ir� �u-m�v,�cm�,�+►t�:m�n / �� lrtar�Cd awlsy ! � Ikaetm iQmQt?AUX USfi � s, . � IfiranmaclfRka�c � fill'�hta�ll,c�rm'�i"ts4l�r�plF3�sr l l�r for r!1:l' a o•• ,. • The o •Disclosureforthis home .• • Approved R • • • 705 Nokomis Rd Southold NY HERSO Index Score: Rating Date: May 30,2024 59 HERS Registry ID:785317935 Annual Estimates: R®ting 660®ny: Electric(kWh): 7,254.9 Energy Testing Services Oil(Gallons): 491.6 Rating Provider: CO2(Tons): 8.6 Building Efficiency Resources Ratingg Provider Address: Approx.Energy Cost: $3,864 PO Box 1769 Brevard,NC 281712 Home Feature Summery: MDMKMW Single family detached,4 bedrooms,2,913 fe ISO 1ao Heating:86 AFUE Honors Igo Cooling:16 SEER 120 Referencet'R Ito Hot Water.0.79 Energy Factor Nome zoo se Air Leakage: eo 826 CFM50(1.49 ACH50) ` 7e Ventilation: so 84 CFM•30 W•Exhaust Only ihflHome Duct LTO:Untested Forced Air Isi Above Grade Walls:R-18 rw I• Ceiling:Vaulted Roof,R-38 Zero E"0"10 ° Window:U:0.3+5HGC:0,31 una.ny Foundation Walls:N/A • ee + ekotrope " 1 �l•a!!'♦ �f!'1'r+. k!._ .`f'�`"�..f: >:♦ '+^•.i': •1: .ti -/y ^_;' ;Y. J.. �t`> '"lam a .+••f• •\ ,.,Y ! •�> •l 1• `�?ts�M;." r•4444l1`a4+eyi'if.f' 4lflfl. ! f stPi s tt�ay`4 ji!1!f f•� tl ►a �t� f� r/•,.9�f't �! 3'(. .: t•;t�ls a 1.-f ,>, r•:�+';��'. trrii: Yi 44.a' •t.I'- t (a. t .1 d�ytl�l,t•+lt G.T ."l i4,114:4}till,t fs� t.t44/ltat�.yifl;l,ff' y. 4 illt:+tkr 1.,,ljac (t 1;►il;l Mill.+.drat.. \� �(yi Fth 2t.4ylFbiuF. j` a ..`y ,l `.' t :c �• 1. + .ft �+..i��i r �t[,�!1a4. + .11 i.(.f it .+" �[ft{j �aa 705 Nokomis t�> ti ..•f is.a , a'! f[} •it•. (t •iF ti. .�: i f/ a d1. { YT .s' 33 a .r. •Southold, NY 11971 'wy Builder:Sligo Construction ' =��: �H[S HOI�itE �.S CER�'IFfED �'O E,E�THE NEIJ'If PORK ECCC 20�20� :�. ♦ ��: _ry .•� - BuildineFeatures GEMIng Vaulted Roof,R-36 Duct Supply R-&O,Retum R-8.0 18 •army ( -c.t . - A s'G .t - t- 0 CI _. '( n t t IB !ti 3 i +t Framed Floor R-30 Heating Boiler'i Oil :. 1'1�R4. -ter n � • Slab N/A?AO s ., .'pI�: '4.i.. •�[f \ aaYl� l 4 v•.t -r. lnr Ge r. + ' __ Aim <aa•ne a n rw.l n .- i'm n _ 1.<; =a: EGir..d a ..Y,d< . i 1 I0..' •�r--ale= _ •`.:�:. _ ,'<oa 1i '•.Ywt !ln to�nn u�lna, •ty Y- A .r,.'Nna:. v I�n i T i Y ::([( t 1•G 1 „r Name:t ! n e�lti ; ;y 11 q. r"a n Emaqff-ff,ems u i co saw sawMeB .'' t03 ra r�tl• Ekolrape RAM. r o �+ a;� 6i (i LC4Ml0 c.. -.nay : m.a:o ::aa � <ny.: i ulut•<uN N l:i B•.:UN i� aan wi:n: -,to .; �}r \` M.• 1'W Y�a119<".1. i i{� ...•Y:N Iti1Y i.'1ti'rl ' `::.ti' 1:�.."a• Y N Y^it:� . ::M1a i ♦Y.+/yl �� a (ara•(tY>:l,G ::Y l'I•I,f t N:' la, i la :alaMt {w� +•" 1 F' li "a 1 �) rl j e ri 1�y ' � ll , A 17 t�a ''•(' )a, y, 1 •�.+ •J '.al '4a ifa it .a'.' ' S tf •i�.. /,1. •s1 �f•• •1.• i+,:'�*��.i'y�.t.�►'.v• a!a(tj..•►',1!t•l(H�t•j;yh..jti.y.y,' j.ff'tr/4t!;tl(4�: 1r1a: . ...}t i4 f•s I111.h'Y(� 'ton,f+,il•i i .:. y••,a!r tNrlal•'i'4•, .A�I/ ity{f•4 - "'[4•'r• ..�a•/hiy IJa3/,�..fr'.' a,i•' ,'•�,7l/r I/�Y •+4.•' +4-11 i S'iJ.i 1.t11 [3-}:atjl 4: :.t i.�.lf tl't•1q#l+Ir .�3f►�►i:,l t# 'II.4��+r j` .�•r� f '�d yy�./ 5.•f,>1.ltr�a a�i�;.r '�•talJtl.,�;}.�Y�,t�/ ti�fi1�,��1�,.,�•11;IY�r.. 1+.•ifd�w„•3Y{.►l�r/ ♦�4►1..��i^.��1: - O�';4�1ii;,!»'>;1�h�+�/ 1a{�l�l.�i.3+/�j A../ � ��f(,;t. Energy Testing Services 2024 Combustion Safety Testing Form Certified Home Address: 705 Nokomis Road City: Southold Builder Name: Sligo Construction Corp. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if snore than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 05-30-2024 Outdoors Temp During Test: 58 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Q No❑ Tvne: Furnace❑Boiler 91 l Heat Pumper Other❑ t z Venting Type 3 Drat Spillage Sip liar- CO CO Efficiency Fuel Tvpe Circle T .Pascal (Worst Case (Natural) orst Case) Natural e Rating:86.0 N[:I P❑O❑✓EE] NQNaMO S_0 N/A Pa. Pass❑✓ Fail❑ PassR Fail❑ NIA PPM NIA PPM Yes ❑✓ Type: Standard Tank ✓alndirect Tankless ❑ Size: 50.0 Style Common Vent Water Heater Primary: No Instantaneous Commercial See Note 5 below (Gallons 4 Q ❑ fl( ) ) Stand Alone s z Venting Tvne 3 Draft Spillage. Spillage(Nannal) CO CO Efficiency Fuei Tvpe Circle � (Pascal)( Type) ( l) (Worse Case)) _ (Norse Case) (Natural) EF: 0.79 1 NQ PQ O ✓jE❑ N ✓❑M OS❑ N/A Pa. Pass❑✓ Fail❑ PassoFaill] N/A PPM N/A PPM Oven . Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes —rZ No❑ Oven CO 1 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci /� Rater Number: 8619824 Rater Signature: 2 Z// _ Date: 06-04-2024 4 I Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 " Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction General B iHil Information `' Number Of Bedrooms 5 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 2,913 Has Electric Vehicle Ready Space No Unconditioned,attached garage? Yes Conditioned Volume[cu.ft.] 33,249 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number - Model Community RESNET/IECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Walls 01. 0161 �' t r , ;s. � _ '# `f1 A �`�.•$•,•. ,'•, " None Present I F6i nd`atidift, ll'L=YNN None Present I Slab-�'rfirt`"`�'``� awl, . 1.�Tl. ¢ ' None Present I tip. n'A'4^.:�:,,�.4,:i. �*�. k a 2;1`'Ct'" - .'., '•,✓ ,M1� , Y#, Slab Ubrary List �� ,, �- � i, ,,"µ{,�Y�,, . .� ,Y,., • �: "•% -,f' ,X;"1�, •,y.:� F- ,::y{.. None Present I , ' •r rme d ',,' A&Tlel, Name Library type ,Carpet R Floor Grade Surface Area Location FloorAbove Basement 30(16/9.5)2(9.5)H Exposed 1 Above Grade 1,465.0 f? Uninsulated Unconditioned Basement 1 • "'I .tl Building Summary Property Organization Inspection Status 705 Nokomis Road. Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, „ NY 11971 Builder Initial House Design Slig,Co�Construction •e' ' .-#r<".rlg_ fit•• ��k '=y I - t,, _ - t ,. ... i M1;' Framed FloorLibrary List. ?` r 1" '.. e f J +F, .t 77 w :a+r.3�c �"yY '�JrTti Name Effective R-value 30(1619.5)2(9.5)H Exposed 25.004 % ' I e a'r,� �v4' . 'i +n .F '1t gay S t i'Sly,r 5 Rim Jo'istl :> d �' ,,.� , Iw= � t tt � { (Y�t 4 x+ � ',t',' .•m ,jSrt��ka 7v, M.N N ,,wr,:";'�'� ' Name Library'Type Surface Area Location Rim Joist Ambient R15+3 136.0 ft' Exposed Exterior Rim Joist Garage R15 25.0 ft' Unconditioned,attached garage ' Rim ay .. .' ;Y' --r:' .:�,...Fl:. 1 -N:.;,• 1''d,,'i,'h,.Vk.}. .L,. .C.e,a" JoistaLilra ;'List �: Name Effective Insulation R-value , I R15 15.00 R15+3 18.00 I, 1i Wall 7 `` ..: ::�' y.` �; =, , Name Library Type Surface Color Surface Area Location Ambient Wail R15+3(1613.5)1(.5) Medium 2,480.0 ft' Exposed Exterior i Basement Wall 15(16/3.5)2(.5) Medium 324.0 It'Uninsulated Unconditioned Basement Garage Wall R15(1613.5)2(.5)(IGW) Medium 225.0 ft' Unconditioned,attached garage r„ Wall Library List Name Effective R-value 15(16/&5)2(.5) 12.074 R15(16/3.5)2(.5)(IGW) 11.421 R15+3(16/3.5)1(.5) 16.659 I Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction •- V; Glazing � s Name Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment If 1 e 30 30 Ambient Wall Yes 0 0 0 East 41.0 It' 'W ff 2 e(Rear) 3030 Ambient Wall Yes 0 0 0 East 19.0'111 t If 2 s(Right) 3030. Ambient Wall Yes 0 0 0 South 27.0 IF ff 2 w' 3030 Ambient Wall Yes 7 1.6 5.6 West 12.0 ft' ff 2 w(Front) 3030 Ambient Wall ;!; Yes 7 1.3 5.4 West 27.0 tt' ff 3 e 3030 Ambient Wall Yes 0 0 0 East 40.5 it' t ff 3 w 3030 Ambient Wall Yes 7 1.3 5.4 West 40.5 ft' s11 a 3030 Ambient Wall Yes 1 1.3 3.8 East 13.7 ft' r., sf 1 e 3030 Ambient Wall Yes 1 1.2 2.9 East 6.0 ft' sf 1 s 3030 Ambient Wall Yes 0.8 3.1 7.2 South 13.5 it' sf 1 s 3030 Ambient Wall Yes 0.8 9.1 13.2 South 13.5 ft' sf 1 w 3030 Ambient Wall Yes 1 1.3 5.4 West 13.5 IF sf 1 w 3030 Ambient Wall Yes 1 1.3 3.8 West 18.0 fl' } sf 2 e 3030 Ambient Wall Yes 1, 1.2 5.3 East 27.0 ft' sT 2 w 3030 Ambient Wall Yes 0.8 4.1 8.2 West 27.0 ft' sf 4 w 3030 Ambient Wall Yes 0.8 4.7 10.8 West 49.5 ft' Glazing Library List " I k, .A4r�x� ' '� .' r'`'' �' a ;rya1 "sd•fk a `'� Name Shgc U-factor 3030 -0.3 0.300 Skylight None Present n i t , Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-2"-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligb Construction Skylight Library;Listi None Present Paque Door ��,'*�,;•�q'� 'S .wk T. �}�`t. l�i.l:i t. •�} ri�,,^f .5".i .Y Name Library Type Wall Assignmenti Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment, Absorptance Basement Door Fiberglass Door Basement Wall 0.9 0.75 Medium 17-8 it' Uninsulated Unconditioned Basement Front Door Fiberglass Door Ambient Wall '' 0.9 0.75 Medium 20.0 H= Exposed Exterior Garage Door Steel Door Garage Wall 0.9 0.75 Medium 17.8111 Unconditioned, attached garage Opaque Door.LitiraryfList`;, r Name Effective R-value i Fiberglass Door 5.00 Steel Door 5.00 Roof Insulation '.. ' .,.•.•. ;, '' Name Library Type Attic ExteriorArea[ft'] Clay or Concrete Roof Surface Color Surface Area Location Tiles Roof SA R38(16/9.5)1 1,619 No Medium 1,619_0 ft2 Vaulted Roof Roof Insulationlibra :;XL M' •�-',',5, 'S"' .8, .t �x� �$� .'r,ya '',g {R Ni1r. 'p:t�'�:pa:'r <«;r Name Has Radiant Barrier f,i, Effective R-value SA R38(16/9.5)1 No. 31.381 ' 4 Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder : Initial House Design Sligo Construction .1 '4' a ''� .' :�'„. '• ;r, Vllhole'Housea'nfi'Itr '.;fix .° Infiltration Measurement type Shelter Class I 3ACH at 50 Pa To be blower-door tested 4 I Mechanical Ventilaf] PIM on, Ventilation Type Ventilation Rate[ft' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] per day three hours Percent Exhaust Only 120 CFM 24 30 Watts Yes 0 '.,�T'�`{ .cl.f.„ :c t.:' " Tr.:l.w.t a - .. �'iJ� ,J,�'t r. -3„•°'�.: ;�P:: � , L] htin w:,,�R• _ t 7q►R v:' s =JF''k.,, F _F �+,< - �+ '..i'� f'ria.'r'w ! -' s`+`�n','- M" M `'M %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 h �4, bl N• ,y.�"4 1+fe.::",�.` •f ;'�;- 'iY`.'.f. •If' d4 �.. .�,' ''. 'r 1.,:f•. Onsite.Gen � er..at]on .} \ ,�' , , �•,r v wll -C' x-ea e�6 +t� 1 �.x..,,-y. 1°' ' Fyd�1 None Present Onsite Generation`Libra 4F Li'stri, `` None Present .. ln• >:�. ��F.'.Ft•t 1;<Yi._,��;;c�.,. .,I +'K" m� Solar Genera'tioi ={>; �.:, �.*: :fir:. None Present •y:. r r•.'.'!='" Dehumidifier f.. A•5 '`}fvx�'ti, 'f:Y'b .5,: y}^` .t t$' 1� :cr<..,9'•,1',`.� *;••f T', 'z-. None Present - I ' 5 Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services I,. Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Cesign Sligo Construction Dehumidifier l-lbrary Lisf L` None Present " • Whole House Fan" None Present ;q; Whole House Fan,Library.List None Present Conditioning Equipmelnt Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Cooling System 1 16 SEER2 23.6K 0% 50% 0% Unconditioned R07958879) Basement/Crawlspace Cooling System 2 16 SEER2 18K 0% 50% 0% Conditioned/Sealed g07904371) Attic Healing System 1 85%AFUE Hydro-Coil, 50% 0% 0% Unconditioned 60k OIL Basement/Crawispace Heating System 2 85%AFUE Hydro-Coil, 50% 0% 0% Conditioned/Sealed 60k OIL Attic Water Heating Standard Oil Boiler 0.85 0% 0% 100% Unconditioned Basement/Crawispace Equipment Type: 16'•SEER2 18K (2079043,71)'',,, EquipmenfType Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heat Pump System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity[kBtu/h] - 18 _ i r •p; 6 Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold.NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction Equipment Type =16SEER223?6K --Equipment Type` - -" Air Condifiorier - Fuel Type - - - - -__ .---- Electric Distribution Type - ` - -Forced Air Motor Type PSC(Single Speed) Heat-PurripSystem Type-'--- - -` `-" " 'Unspecified' - Cooling Efficiency 16 SEER2 - - -Cooling-Capacity[kBtu/fi]--- -" --- "- - -- 23.67 Oro, , . rye [MstributionTyoe quEpm' enfi Type,�� % ' -Coil 60 OIL, , . 85 AFU,E Hydro. k uipment Type Boiler el T- e - - - Oil YP . - --"--ForcedAir--otor-Type ECM(Vanatile Speed)ating Efficiency ' -85AFUE AV ating Capacity[kHfu/h) 60e defauifEAE NoE[kWh] Equipme.nt Type::.Standalyd2.0i1`Boil.er EgwpmentT ype Bailer Fuel Type - - Oil l Distribution Type` -_ - - Hot Water Efficiency 0.85 Energy`Factor Tank Capacity(gal.) ,I 7 I I .I • .I Building Summary Property organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauct 631-2"-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction :Distribution.System: , . Distribution Type - --Forced Air - Heating Equipment -' Heatirig System 1 Cooling Equipment Cooling System 1 Sq.Feet Served 1,465 ' #Rm ------- 1 _ -- Supply Duct R Value - 8 Return-Duct R Value __ .._ 8 _ Supply Duct Area[ft2] 395.55 • .; . Return DuctArea'[ft2J - _--•--- _-_ __- 73.25_ . ----- - _ �'. Leakage to Outdoors 58 CFM @ 25Pa(3.96/100 ft2) TbU'Leakage 58'CFM25 _ Total Leakage Duct Test-Conditions Post-Construction use Default Flow Rate - Yes Duct 1 - - Duct Location `- Basemerif(i"nsulated'ti rnbnt ceiling) - -! Percent Supply Area - 100 Percent Return Area - - --`--�-- -100- - - - Duct2 - - - Ducf Location - Conditioned-Space' Percent Supply Area 0 -PercenfReturnArea - -- _ --- ---- - -- '-0--- - - -i Duct - -- - _ - - -- Dtict Location `- Condition6d'Space Percent SupplyArea 0 Percent Rettirrl Area - -0 - Duct 4 - -- — - - - - - Duct-Location Condi4ioried-S ace Percent Supply Area -0 Percent Return Area _0. Duct s - - - Ductlocation - Conditioned'Space Percent Supply Area _ 0 Percent Return Area '0 .. Duct 6 - - - Duct Location - - "- "-- Conditioned S pace " Percent Supply Area 0 Percent-Return Area- - - -- -0 - - -- -- t t ril, Q I Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder,.' 1 Initial House Design Sligo Construction = l Distribution°System-. Distribution Type Forced Air Heating Equipment Heating System 2 Cooling Equipment Cooling-Systern 2 Sq.Feet Served - 1,448 - !; #'Return Grilles - - 1 Supply Duct R Value 8 - - Return Duct R Value - 8 Supply Duct Area-[ft9 390.96 Return DuctArea ft -72.4 Leakage to Outdoors 25 CFM @ 25P6(1.731100 W) Total Leakage Untested - Total Leakage Duct Test Conditions No Test Use Default Flow Rate -Yes_ --_-•- !',. -- __ -- - -.. - ._...._-- Duct 1 - - Duct Location Conditioned Attic(insulated walls and _ roofdeck) Percent Supply Area 100 Percent Return Area - 100 - Duct 2 - - - - _-Duct Location-- �-- _-- - - - --___-_ `ConditionetlSpace`- Percent SupplyArea_ - - - 0 Percent-Return Area _ 0._ Duct 3 - Duct Location -- ` Cond_itioned"Space'- Percent Supp-ly Area- _ 0 Percent Return Area - - 0- Duct 4 Duct Location - - Conditioned_-S_pace - Percent Supply Area 0 Percent-Returri Area 0-- Duct s - Duct Location . ...... Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 - DucfLocation`' Conditioned-Space' Percent Supply Area -- 0 1 Percent Return Area -- - -0, HVAC Grading ,.,, -HVAC Grading Not Conducted - Ceiling Fan , Has Ceiling Fan _ _ — No Cfm Per Waft 70.42253521 . 9 Building, Summary <<I Property Organization Inspection Status 705 Nokomis Road Energy iTesting Services Results are projected Southold,NY 11971 Michael,Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction Water Dist�ibution4° -" ` Water FiktUre Type___ - - - -Standard Use Default Hot Water Pipe Length - No Not Water Pipe Length[ft] - 52 At Least R3 Pipe Insulation?T - Yes Hot Water Recirculation System?__ - No Recirculation System Pipe Loop Length[ft] 170' Drain Water Heat'Recovery? -No--_._ Clothes f a ai _Cef---- Fuel Type _ - - -- Electric - - -- - - Field Utilization Timer ontrols - = Is Outside Conditioned Space No i - - -Clothes Dryer Available" _-_---`_' Defaults Type T. -HERS Reference Clothes Washer Label Energy_ Rating -` 400 kWh/Year Annual Gas Cost - 27.00 Electric Rate - $0:12/kWh` - _.. Gas Rate -- $L09ITherm Capacity` -3 Defaults Type' - - - J -----"- HERS Reference Load-Type - _-- Front-load Loads Per Week - - - 6 - - - Is Outside Conditioned Space - No Clothes Washer Available Dishwasher" -Dishwasher Efficiency 270-kWh - Dishwasher Size, Standard Annual Gas Cost $28:00 Electric Rate - - $0.12/kWh -Gas Rate - - -- -- $1.0.9fTh_e_rni_ is Outside Conditioned Space - No - ,l9 Appliances°and Controls,, < Prograinniable-thermostat! ` -` Yes Range/Oven Fuel Electric Convectlon"Oven? Induction Range? RangetOven Outside Conditioned:Sp_ace? Refrigerator Consumption _ 691 kWhNear. Refrgerator"Outside Conditioned Space?---- -No - ' I Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-2"-2627 , Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction "I MINES y'! .♦ J^' '?'A�%r I I I I •I. ail I ,I �II .I 'I . I y� I I I 11 ' ;I 9, P I • Load Short Form Job: MF439 'Date: Aug 01,2023 System 1 By: Michael Fauci ss•,rc Energy Testing Services" 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 705 Nokomis Road, Southold, NY 11971 Phone:631-765-5555 Design Information Htg Clg Infiltration Outside db(7) 19 82 .; o Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)./2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/3.0 0232 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT, COOLING EQUIPMENT Make Generic Make Carrier Trade. Sample Trade 15 SEER2 AC Model AFUE85-1650 Cond GA5SAN42400WA0 AHRI ref 0 Coil FML14Z3000AL1 AHRI ref 207958879 Efficiency 85 AFUE u, Efficiency 13.0 EER2, 16 SEER2 Heating input 170000,Btuh Sensible cooling 16520 Btuh Heating output 165000 Btuh Latent cooling 7080 Btuh Temperature rise 191 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.84 I ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 255 3024 4940 146 207 Dining Room 169 1640 3155 79 132 Bath 63 820 524 40 22 Powder ' 42 0 53 0 2 Living Room 331 4488 3447 216 144 Foyer 112 2806 1191 135 50 Bedroom 1 200 2064 2835 99 119 Hallway 122 0 53 0 2 Computer Room 144 ° 1495 2594 72 109 Calculations approved by ACCAjo meet all requirements of Manual J 8th Ed. - - wrightsoft^ 2023-Aug-01 08:21:31 Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 �+ ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MA Front Door faces: W l' System 1. 14,37 16337 18793 787 787 Other equip loads 0 0 Equip.@ 0.87 RSM 16387 Latent cooling 3475 TOTALS I 1437 I 16337 I 19862 I 787 I 787 I . 'u I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig htsoft^ 2023-Aug-01 08:21:31 Right-Suite®Universal'202323.0.01 RSU30008 Page 2 +� ...Corp-705 Nokomis Road,Southold,NY 11971.rup Cale=MJB Front Door faces: W Load Short Form Job: MF439 Date: Aug 01,2023 rrestnc System 2 By: Michael Faucl Energy Testing Services .1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Sligo Construction Corp. "' 705 Nokomis Road,Southold, NY 11971 Phone:631-765-5555 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 70. 75 Shielding/stories 3(partial)/2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm Daily range - L u` Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 I 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Sample Trade COMFORT 15 SEER2 AC Model AFUE85-1650 Cond 24SCA518WC0300 AHRI ref 0 Coil FML14Z3000AL1 AHRI ref 207904371 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh Sensible cooling 12600 Btuh Heating output 165000•'Btuh Latent cooling 5400 Btuh Temperature rise 250 °F Total cooling 18000 Btuh Actual air flow 600 'cfm Actual air flow 600 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 3 156 2613 3269 99 148 B3 WIC 39 546 82 21 4 Laundry 39 100 318 4 14 Bath 2 62 717 255 27 12 Master Bath 150 1445 688 55 31 Master WIC 2 145 562 85 21 4 Master WIC 86 1611 234 61 11 Master Bedroom 401 4849 4561 183 206 Bedroom 2 163 2665 3613 101 164 B2 WIC 32 421 64 16 3 Hall 147 ;,, 377 87 14 4 i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofft- 2023-Aug-01 08:21:31 ^� ,W—I Right-SuiteO Universal 2023 23.0.01 R5U30008 Page 3 / + ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W 'l System.2 1320 15906 13256 600 600 Other equip loads 1 0 0 Equip.@ 0.87 RSM 11559 Latent cooling 1381 TOTALS I 1320 15905 l 12940 I 600 l 600 1 1 1I J 1 1 , I Calculations approved by ACCA,to meet all requirements of Manual J 8th Ed. -�- wrightsoft' 2023-Aug-01 08:21:31 ,r,,•,. ..,�.. Right-Suite®Uni%ersal202323.0.01 RSU30008 Page 4 A+& ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJB Front D,,?,r faces: W Buildin Anal SIS Job: MF439 g Y Date: Aug 01,2023 j s<,•.us System 7 By: Michael Fauci G r� Energy Testing''Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 'Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 -Project Information For: Sligo Construction Corp. 705 Nokomis Road,Southold, NY 11971 Phone:631'-765-5555 t Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD (°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling ,p Moisture difference(gr/lb) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm ri Component Btuh/ftz Btuh %of load Walls 2.4 3886 23.8 Glazing 15.5 3160 19.3 VWis i; Doors 14.9 305 1.9acts Ceilings 1.9 293 1.8 I Floors 0.0 18 0.1 Infiltration 2.9 3778 23.1 'lIl 1RI Ducts 4898 30.0 ;I Piping 0 0 y� Humidification 1 0 0 oaft Ventilation 0 0 Adjustments .0 aha \Infiltration Total 16337 100.0 Component Btuh/ftz Btuh 1 % of load Walls 0.5 860 :4.6 NIs Glazing 21.5 4402 23.4 Doors 6.6 134 0.7 paft Ceilings 0.6 9,1 0.5 Floors 0.0 2 _1,0.0 Infiltration 0.2 237 1.3 IrtardCfirs Ducts 3581 19.1 Ventilation 0 . 0 Oha Internal gains 9485 50.5 I Blower 1 .0 ' 0 , Adjustments 0 Dr 11 Total 1 1 187931 100.0 Latent Cooling Load=3475 Btuh Overall U-value=0.058 Btuh/f:2°F, Window/Floor Area=14.2% Data entries checked. ` _rk wrightsoft- 2023-Aug-01 08:21:31 �� •-• ^- Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 Al: Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W l,l Building Analysis Job: MF439 Y Date: Aug 01,2023 System 2 By: Michael Fauci serrccs re Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@eA6rgytestingservices.com Web:www.energytesOngservices.com License:8619824 __Pmect Information For: Sligo Construction Corp: 705 Nokomis Road, Southold, NY 11971 Phone:631-765-5555 Desiqn Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 fi. Elevation: 7 ft Design TD (°F) 52 7 Latitude: 41°N Relative humidity(%) 50, 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.6 37.0 I' Dry bulb(°F) 19 82 Infiltration: { Dailyrange (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm • Component Btuh/ftl Btuh % of load Walls 3.3 '3695 23.2 Glazing 15.5 2186 13.7 MIS Ducts Doors 0 0 0 Ceilings 1.9 2502 9�.7 Floors 0 0 0 Infiltration 2.9 :3380 21.2 Ducts 4143 26.0 HumiPiindification '0 0 aaarg Ventilation 0 0 Irfiitraicn f Adjustments 0 Total 15905 100.0 Oilirgs 5 ,'u e a! Component Btuh/ftz Btuh % of load I I IAtlls Walls 0.7 818 6.2 5 " Glazing , 23.4 3304 24.9 1 Doors 0 .0 0 a.i I 'C;Tilings 0.5 665 5.0 Gazirg� Iliad Ctrs Floors 0 0 0 Infiltration 0.2 212 1.6 Ducts 3102 23A Ventilation 10 0 Internal gains -5155 38.9 III G. Blower 0 0 ' Adjustments 0 Total 13256 106.0 Dx� Latent Cooling Load 1381 Btuh �I Overall U-value=0.250 Btuh/ft�-°F, Window/Floor Area=..10.7„% Data entries checked. -Pk- wrightsofFt- n 2023-Aug-01 08:21:31 r; •�•-• - -„ Right-Suite@ Universal202323.0.01 RSU30008 Page 1" core-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W A' i Job: MF439 Project Summary Date: Aug 01,2023 System 1 spa«; By: Michael Fauci Energy Testing,Services'' 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 -Project For: Sligo Construction Corp.', 705 Nokomis Road, Southold, NY 11971 Phone:631-765-5555 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions ,, Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 70 °F Inside db 75 °F Design TD 52 'F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11440 Btuh Structure 15212 Btuh Ducts 4898 Btuh Ducts 3581 Btuh Central vent(0 cfm) 0 Btuh Central vent.(0 cfm) 0 Btuh Humid fication 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 1633.7 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 16387 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm,,t Structure 2653 Btuh Ducts 821, Btuh Central vent(0 cfm) 0' Btuh Heating Cooling (none) Area(ft2) 1437 1437 ,,q Equipment latent load 3475 Btuh Volume(ft3) 14083 14083 ' Air changes/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 19862 Btuh Equiv.AVF (cfm) 67 30 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Sample Trade 15 SEER2 AC Model AFUE85-1650 Cond GA5SAN42400WA0 AHRI ref 0 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 185 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh . Sensible cooling 16520 Btuh Heating output 165000 Btuh Latent cooling 7080 Btuh Temperature rise 191 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat. Load sensible heat ratio 0.84 j Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rIn-wriht igsc ft` 2023-Aug-01 08:21:31 4-. Right-Suite®Universal 2023 23.0.01 Rk30008 Page 1 ��+ ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Project Summary Job: MF439 Date: Aug 01,2023 System 2 By: Michael Fauci Energy Testing Services , 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Proiect Information For: Sligo Construction Corp. 705 Nokomis Road, Southold, NY 11971 Phone:631-765-5555 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions fI Outside db 19 °F " Outside db 82 °F �4 Inside db 70 °F Inside db 75 °F Design TD 52 °F DDe aill9 an e L °F Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11763 Btuh Structure 10154 Btuh Ducts 4143 Btuh Ducts 3102 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15905 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 11559 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories _ 3 (partial)/2 . Pressure/ACH/AVF 50 Pa/3.0/1232 cfm Structure 674 Btuh Ducts 707 Btuh 1. Central vent(0 cfm) 0 Btuh Heating Cooling (none) p' Area(ftz) 1320 1320 Equipment latent load 1381 Btuh Volume (fN) 10560 10560 , s' Air changes/hour 0.34 0.15 Equipment Total Load (Sen+Lat) 12940 Btuh Equiv.AVF (cfm) 60 27 Req.total capacity at 0.70 SHR 1.4 ton J` Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Sample Trade COMFORT 15 SEER2 AC Model AFUE85-1650 Cond 24SCA518WC0300 AHRI ref 0 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh Sensible cooling 12600 Btuh Heating output 165000 Btuh Latent cooling 5400 Btuh Temperature rise 250 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure •0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 I Calculations approved by ACCA'to meet all requirements of Manual J 8th Ed. -Fk-=1gtrtse f - 2023-Aug-01 08:21:31 �•�•_ Rig ht-Suite@ U niversal2023 23.0.01 RSU30008 Page 2 ...Corp-705 Nokomis Road,Southold,NY 11971.rup Cale=MJ8 Front Dbpr faces: W I I Duct System Summary Job: MF439 Date: Aug 01,2023 Eg ""p. System 1 By: Michael Fauci Energy Testing Services „1 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project For: Sligo Construction Corp. 705 Nokomis Road,,Southold, NY 11971 Phone:631-765-5555 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.181 110.069 in H2O 0.181 /0.069 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) I. 431 ft SupplyDetail Table 'I Design Htg :Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 820 40 22 0`.''060 5.0 Ox 0 ShMt 44.3 255.0 st3 Bedroom 1 C 2835 99. 119 0.061 7.0 Ox 0 ShMt 53.3 245.0 st3 Computer Room C 2594 72 109 0.062 7.0 OX 0 ShMt 58.5 235.0 st3 Dining Room C 3155 79 132 0.060 8.0 Ox 0 ShMt 33.5 270.0 st3 Foyer h 2806 135 50 0'.058 8.0 Ox 0 ShMt 42.0 270.0 st3 Hallway C 53 0 2 0.066 4.0 Ox 0 ShMt 50.8 225.0 st3 Kitchen C 2470 73 103 0.061 7.0 Ox 0 ShMt 26.0 270.0 st3 Kitchen-A C 2470 73 103 05064 7.0 Ox 0 ShMt 13.8 270.0 st3 Living Room h 4488 216 144 0.061 9.0 Ox 0 ShMt 25.3 270.0 st3 Powder C 53 0 2 0.062 4.0 Ox 0 ShMt 31.5 260.0 st3 Supply Trunk Detail , • Trunk Htg Clg Design"v Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 787 787 0.058, 644 14.0 8 x 22 ShtMetl st1 st1 Peak AVF 787 707 0.058'' 644 14.0 8 x 22 ShtMetl 1 I r I II I7 _ Bold/italic values have been manually overridden 1 ' I ` Aa-wrrightsoft- 2023-Aug-01 08:21:31 19 Right-Suite®Universal202323.0.01 RS1f30008 Pagel Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W .1 j .. 4u I . Return Branch-Detail Table :III Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 30 787 787 119.0 0.058 564 16.0 Ox 0 ShMt I I I ;I I 'lli7. I I I II .1 I •'III I tSl I, I t w ight a 2023-Aug-0108:21:31 Right-Suite®Universal 2023 23.0.01 RS630008 Page 2 AC CA ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W tl Duct System Summery Job: MF439 Date: Aug 01,2023 *`n rfSystem 2 By: Michael Fauci Energy Testing Sery ices .'1,: 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627, Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 - Project Information For: Sligo Construction Corp. 705 Nokomis Road, Southold, NY 11971 Phone:631-765-5555 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.209/0.041 in H2O 0.209/0.041 in H2O Lowest friction rate 0.065 in/100ft 0.065 in/100ft Actual air flow 600 cfm 600 cfm - Total effective length (TEL) 382 ft Supply Branch Detail Table Design Htg Clg , Design Diam I H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk B2 WIC h 421 16, 3 0.075 4.0 Ox 0 ShMt 32.3 245.0, st5 B3 WIC h 546 21 4 0.065 4.0 Ox 0 ShMt 29.5 290.0 st5 Bath 2 h 717 27 12 0;066 4.0 OX 0. ShMt 26.8 290.0 st5 Bedroom 2 c 3613 101 164 0.069 8.0 Ox 0 ShMt 39.5 265.0 st5 Bedroom 3 c 3269 99 148 0.070 8.0 Ox 0 ShMt 42.3 255.0 S1:5 Hall h 377 14 4 0.070 4.0 Ox 0 ShMt 17.3 280.0 st5 Laundry C 318 4 14 0.:069 4.0 OX 0 ShMt 27.8 275.0 st5 Master Bath h 1445 55 31 0.071 5.0 Ox 0 ShMt 20.8 275.0 st6' Master Bedroom c 2281 91. 103 0.070 7.0 Ox 0 ShMt 17.3 280.0 st6 Master Bedroom-A c 2281 91 103 0.072 7.0 Ox 0 ShMt 33.3 255.0 st6 Master WIC h 1611 61 11 O'W4 6.0 Ox 0 ShMt 35.8 245.0 st6 Master WIC 2 h 562 21 4 0.071 4.0 Ox 0 ShMt 29.8 265.0 st6 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name' Type (cfm) (cfm) FR (fpm) (in) (in) Material ('Trunk st5 Peak AVF 281 348 0.065 522 10.1 8 x 12 ShtMetl st2 st6 Peak AVF 319 252 0.070. ,, 575 9.6 8 x 10 ShtMetl st2 st2 Peak AVF 600 600 0.065 600 12.4 8 x 18 ShtMetl Bold/italic values have been manually overridden 77 ` wriglhts®ft 2023-Aug-0108:21:31 �C� ,.. , �.�..._w, Right-Suite@ U niversal'2023 23.0.01 RSU30008 Page 3 /AC+'�+t'� ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) MY FR I (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x 23 600 600 62.8 0.065 561 14.0 Ox 0 ShMt J. I ' I ' ;I I I I I I I 11 111, I ; •¢�' Wf 7ghtCsof— 2023-Aug-01 08:21:31 Right-Suite®Universal 2023 23.0.01 RgU30008 Page • CCA ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJS Front Door faces: W I , I 'W Manual S Compliance Report Job: MF439 Date: Aug 01,2023 E"r pT-V.i, System 1 By: Michael Fauci 5an,ces Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 705 Nokomis Road, Southold, NY 11971 P hone:631-765-555.5 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 18793 Btuh Entering coil DB: 76.5°F Outdoor design WB: 72.0°F Latent gain:l 3475 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F 'Total gain: 22268 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z3000AL1 Actual airflow: 787 cfm Sensible capacity: 18601 Btuh 99% of load Latent capacity: 5033 Btuh 145%of load Total capacity: 23633 Btuh 106% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 18.57 Heat loss: 16337 BtUh Entering coil DB: 68.6°F Indoor design DB: 70.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler . Manufacturer: Generic Model: AFUE85-1650 Actual airflow: 787 cfm Output capacity: 165000 Btuh 10106/o of load.. Meets all requirements of ACCA Manual S. wrightsof - 2023-Aug-0108:21:31 Right-Suite@ U niversal 2023 23.0.01 RSU30008 Pagel ...Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W . .I Manual S Complianc'e Report Job: MF439 Date: Aug 01,2023 filar Ves 1 q System 2 By: Michael Fauci f Energy Testing,Servi&es 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project For: Sligo Construction Corp.' 705 Nokomis Road,Southold, NY 11971 Phone:631-765-5555 . 'ur • • • Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 13256 Btuh Entering coil DB: 76.8°F Outdoor design WB: 72.07 Latent gain: 1381 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.07 Total gain: '! 14636 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at;Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: :24S,A518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 14853 Btuh 1121/o of load Latent capacity: 2947 Btuh 213%of load Total capacity: 17800 Btuh 122%of load' SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 15905 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: 'AFUE85-1650 Actual airflow: 600 cfm Output capacity: 165000 Btuh 1037%of load Meets all requirements of ACCA Manual S. I e Vllrf'iglltitSOTC° ' 2023-Aug-01 08:21:31 ,� ...._�r..�., Right-Suite®Universa1202323.0.01 RSU30006 Paget � Corp-705 Nokomis Road,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W • I ' I a 1� Residential Plans Examiner Review • Form AlCk.^. for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 At[;aub�rgCtxa�sdso,ata .� Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 705 Nokomis Road, System 1 HVAC LOAD CALCULATION ,0 Design Conditions auilding COnstru-ction_InfO-Lmation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 'F North,East,west,south,Northeast,Northwest,Southeast,southwest Total heat loss: 16337 Btuh Number of bedrooms: 1 -Conditioned floor area: 1437 ftz Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 !oF Indoor temperature: 75 F Windows Root Grains difference: 37 gr/lb @50% RH 'Eave overhang depth: 1.0 ft F Sensible heat gain: 21551 Btuh Internal shade: blinds nave t dr apes,rapes,etc. Latent heat gain: 3985 Btuh Blinds, �eplh wlnctcstiv Total heat gain: 25536 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 He_ating_Equip.mentData Coolirng_EquipmentD-ata BlowerD-ata Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 787 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 787 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE85-1650 GA5SAN42400WAO+FMU4Z3000AL1 Fan's rated external static pressure for design airflow Heating output capacity: 1,95000 Btuh Total cooling capacity: 23633 Btuh Heat pumps-capacity at winter design ouoor conditions Sensible cooling capacity: 18601 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 5033 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 787 cfm Longest supply,duct: 312 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 119 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective,length(TEL): 431 ft Available static.pressure(ASP): 0.25 in H2O Friction rate: 0, 8 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x I declare the load calculation,equipment,equipment selection and duct 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. I Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist f -F�-w�ightsoft" -- Right-SuiteO Universal 2023 23.0.01 RSU30008 Residential — Review • Form �� • • r • . • Equipment, RIPER 1 At-If15 Mar 09 �• .j. Prl'adSrr•gCtrCacttisdArmta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 705 Nokomis Road,System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions aui[ding ConstEuction_Inf_ormat[on Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 15905 Btuh Number of bedrooms: 3 Conditioned floor area: 1320 ftz Summer Design Conditions u,Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Rovf Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 15202 Bt Blinds,drapes,etc. uh ,Internal shade: blinds Eave Latent heat gain: 1583 Btuh t7eplh 4Vlndgw Total heat gain: 16785 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating_Equip-meat_Data Cooling_E;q.uipment-D-ata Blower-Data Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 600 Furnace,Heat hump,Boiler,etc. Air Conditiorfer,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE85-1650 u, 24SCA518WC0300+FMU4Z3000AL1 Fan's rated external static pressure for design airflow Heating output capacity: 1,95000 Btuh Total cooling capacity: 17800 Btuh Heat pumps-capacity at winter design ouoor conditions Sensible cooling capacity: 14853 Btuh Aux.heating output capacity: 0 Btuh i Latent cooling capacity: 2947 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 9 600 cfm Longest supply duct: 320 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O l Total effective length(TEL): 382 ft Available static pressure(ASP): 0.25 in H2O Friction rate:� O•PA5 in/100ft Branch duct: Sheet metal Friction•R ate=ASP_(TEL x I declare the load calculation,equipment,equipment selection and duct 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: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist i wrigfhtsoft^ •�+••»•--�-.%ate•- Right-Suite®Universal 202323.0.01 RSU30008 r N ¢ ' I ,111 . I I ,I 1 I , c{ Level 1 p{ 11.I 7„ 5„ I,;I g„ 7„ 7„ 0 4" I 22x8 22x8 Basement 16= ' I .1 6 - I ,rl 1 I ,1 1 '1• " Illi. Job#: MF439 Energy Testing Services Scale: 1 : 128 Performed by Michael Fauci for: Page 1 Sligo Construction Corp. 1648 Locust Ave,Unit E Right-Suite®Universal 2023 705 Nokomis Road Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 2023-Aug-01 08:22:28 Phone:6a1-7s5-5555 www.energyteetingservices.com mfauci@energytestingservi :mis Road,Southold,NY 11971.rup i .I " r �'4r N - I I ,I -rll Level 2 • ®-119 cfm H-40 cfm 2-132 cfm H—103 cfm 103 cfm—® ;I Bath Bedroom 1 767 cfm I Kitchen 2 cfm Dining Room ' I Powder Garage ®--2' cfm .ru Hallway I •I Living Room Computer Room Stairs Foyer 135 cfm ®-1 o9 cfm H-216 cfm - I I • I I Job#: MF439 Scale: 1 : 128 Performed by Michael Fauci for: Energy Testing Services Page e 2 Sligo Construction Corp. 1648 Locust Ave,Unit E Right-Suite@ Universal 2023 705 Nokomis Road Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 2023-Aug-01 08:22:28 Phone:631-765-5555 www.energytestingservices.com mfauci@energytestingservic ...mis Road,Southold,NY 11971.rup f - I 1 .I I Level'3 148 cfm 21 cfm 27 cfm 55 cfm - 21 cfmi 61 cfm B3 WIC Master { ath 2i1, Master Bath Bedroom 3 i4 dm Master WIC 8„ Sundry 4,� 5„ 4" 6„ . ` A, 600,cfm 18x8 62 WIC 4', 16cfm 14cfm �"IHall 12x6 10x8 Master Bedroom 1 8„ 7„ 7„ Bedroom 2 tabs 2 OTB 164 cfm I 103 cfm 103 cfm ! '� mllj 1 Job#:'MF439 "! Energy Testing Services Scale: 1 : 128 Performed by Michael Fauci for: Page 3 Sligo Construction Corp. 1648 Locust Ave,Unit E Right-Suite@ Universal 2023 705 Nokomis Road Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 ' \ Phone:631-244-2627 License:8619824- 2023-Aug-01 08:22:28 Phone:631-765-5555 www.energytestingservices.com mfauci@energytestingservi mis Road,Southold,NY 11971.rup New York ECCC 2020 UA Compliance Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected" Southold, NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold,IVY 11971 Builder Initial House Design Sligo Construction This report is based on a proposed design and does not confirrmfield enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 42.1 51.6 Above-Grade Wails 155.1 167.8 Windows,doors and Skylights 142.2 127.7 Slab.Floor: 0.0 0.0 Framed Floors 68.9 58.6 Foundation Wails 0.0 0.0 Rim Joists 7.4 7.2 Overall UA(Design must be equal or lower): 415.7 412.9 Requirements «; .•; ••:R402:,i.�; �:.3`�+#aE:E�A�tEem�sve,ccstrrp9tat4cra passes#��;��aa:,zT�e pras�osed>ires�e m>~ets dYte;t3�',��q�itreaft�tat{�,�t�3�„ ..„ ,, c. ..... ... .. .. .... , ,- kiGG zrf 0.305s realer than fire maximum of 0.40. _ 402.3.2 ..,. .,.--__ : . . .• : :,.. ..i�3arcSHGC_0.40..,>..:-. <., Averse$ ,... .. :.�:':'.:;�• ,,.,::,,..<'.-...:..<:;:..:,,:.,,:..:.:.,:., ,,.;::.;,.;_..�,;,,:..:�„•.' ..<>,:.,,.. . Average SHGC.0.30 Ceakage;`Cestittg _ :..:.. lfgwr dot:#esC is;recjisi�eci to ven#X tPre art leakage fFree#s tiae r - %re`wire `eii# __ ,:. - .- - , .. - ._ .: . .-._•.. . .._.. ..,. _. ,. .. ,,,.. fit• Area-vreghte average fenestration SHGC is 0.3.The maximum allowed valu R402.5 Area-�vei kited avers a fines#ration SHGC A i d f t a is No Limi £' t E �. .� ra e:t ne atio" e€ r�-:i r e eve e s U a-R n- } 0,�of factures shall Lae kit h e ;At Least 90. .:;: .:�,.:...�.: ...,:_�..:..:,:__....,,,,:, .,.,,,._.:_:...: R404.1 ..-...Eihling EttipnZeht fftCaCj!�damps,,curren#ty#00,0°"a aFe High-. 4 0 ice Mandatory Ekotrog�m::..,,....:-..:..,k•,:>.,-_,.......r..,..:.....:..:......<: ,..,. ,:.' "•�,. �,�,;;:,v,;;.,,,:.., code Mandatory Checklist requirements met are not .._ New ,.-.,..,. e4v or an slaty Requirements marst be-checked as complete, - - - 8.6 R403.3.4 Duct Leakage Testing 4 ,.5. tiara t ettasulatsoxr. bra#:watet�'" t:ieast'.,r.4.,rrrdiame r;ri%cssfbe`irisuEaieal:taR=3ati�iiatisitarrt�':r,.s`=;�'"-, .:,:,'R.03 3,::.,,:.'.:..,•,�.,,.:tlo, ceE`, •_,:; f?11 :�.- te. Design exceeds.requirements for New York ECCC 2020 Prescriptive compliance by 0.7%. Name: Michael Fauci Signature: AlecAr"d fcucci, Organization: Energy Testing Services Digitally signed: 811123 at 11:16 AM Ekotrope RATER-Version 4.1.1.3210 New.York ECCC 2020 Prescripthre compliance results calculated ustag Ekotrops RATER`s energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rafing Tool.All results are based on data entered by Ekolrope users, Ekohops disclaims all liability for the information shown on this report. Energy Code Inspection Checklist Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,.NY 11971 Michael Fauci 631244-2627 Sligo Construction-705 Nokomis Road,Southold,NY 11971 Builder Initial House Design Sligo Construction General Building Information Conditioned Area(sq ft) 2,913 Conditioned Volume(cubic ft) 33,249 Insulated Shell Area(sq ft) 6,274 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The,inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name:Floor Above Basement (1,465 S.Q. L-311 R-0 continuous insulation,R;-30 cavity insulation Insulation Grade.11 Foundation Wall None Present Above Grade Wall Name:Ambient Wall(2,480 s.f.) R-3 continuous insulation,R-1 5 cavity insulation Insulation Grade-I Name:Garage Wall(225 s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade:If 3 Name:Basement Wall(324 s.f.) 1, R-0 continuous insulation, R-1 5 cavity insulation Insulation Grade:It Rim Joist Name:Rim Joist Ambient (136 s.f.) R: 18.0 0 Energy Code Inspection Checklist Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold, NY 11971 Michael Fauct 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction Name:Rim Joist Garage(25 s.f.) R: 15.00 Ceiling/ Roof -3 E Name:Roof(1,619 s.f.).)1 R-0 continuous insulation, R-38 cavity insulation Insulation Grade-I Opaque Door Name:Front Door(20 s.f.) R:5.00 Name:Garage Door(17.8 s.f.) R:5.00 Name- Basement Door(17.8 s.f.) I-J R:5.00 Glazing Name:ff 2 w(Front)(27 s.f.), U. 0.300, SHGC:0.3, Orientation:WEST Name:ff2w(12sJ.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 3 w(40.5s.f.), U:0.300, SHGC:0.3, Orientation:WEST L-31 Name:sf 2w(27s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(13.5s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf I w (18 s.f.); U-0.300, SHGC:0.3, Orientation:WEST Name:sf 4 w(49.5 s.f.), U:0.300, SHGC:0.3. Orientation:WEST 2 Name:ff 2 s(Right)(27 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH Energy Code Inspection Checklist Property Organization Inspection Status 705 Nokomis Road Energy Testing Services, Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis - Road, Southold,NY 11971 Builder Initial House Design Sligo Construction Name:sf 1 s(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH Name:sf 1 s(13.5 s.f.), U: 0.300, SHGC:0.3, Orientation: SOUTH Name:ff 2 e(Rear)(19 s.f.), U:0.300, SHGC:0.3, Orientation: EAST Name:ff 1 e (41 s.f.), U:0.300, SHGC-0.3, Orientation:EAST Name:ff 3 e(40.5 s.f.), U: 0.300, SHGC: 0.3, Orientation: EAST .011 Name:sf 1 e(13.7 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(6 s.f.), U:0.300, SHGC:0.3, Orientation: EAST 0 Name:sf 2 e(27 s.f.), U:0.300,. SHGC:0.3, Orientation:EAST Skylight None Present Mechanical Ventilation: .3" Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only,24 hrs/day,30 Watts Mechanical Equipment 01 Heating System 1 -Oil•50%Heating Load @ 85 AFUE Cooling System 1 -Electric-50%Cooling Load @ 16 SEER2 Heating System 2.Oil•50%Heating Load @ 85 AFUE Cooling System 2•Electric-50%Cooling Load @ 16 SEER2 Water Heating •Oil- 100%Hot Water Load @ 0.85 Energy Factor, Energy Code Inspection Checklist Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road, Southold, NY 11971 Builder Initial House Design Sligo Construction Air Leakage Control Test Status:To be blower-door tested House is air-seated as to achieve 1,662 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in.Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50**2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50, 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System I NOT entirely within conditioned space,testing required, Leakage to Outside specified as:58 CFM @ 25Pa(3.96 1100 W) Total Leakage specified as.,58 CFM @ 25Pa(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa(1.73/100 fe) Total Leakage specified as:58 CFM @ 25Pa(Post-Construction) 4 Energy Code Inspection Checklist Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,.NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold,NY 11971 Builder Initial House Design Sligo Construction Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 1100 sq It CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 I 100-sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 1100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in.Test without AHU-Total Duct Leakage<=3 CFM25/100 sq ft CFA. Note:IECC 2021 requires Total Duct Leakage<=8 CFM251 100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold.NY 11971 Michael Faucl 631244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo construction -P, �7,-MTN,, r -U-1%Q',M.�C, �d 5 NEI"" AIN rri 'f Eli Number Of Floors "Pon rie Has Elec#lic Vehicle Ready Space No y be 166.ft.]nditioned�l*lum.-,-� l�, Residence Type Single-f ia-mity d,e,fa,ched S AM, Ul— -6- Ild" Floor Number M 0 e n y "RESNEVIECC20M211.1 4A—`= its e 1077�7r MA, 6M "Q, -,TR,9 M, W-W M R 5 None Present MIM�%M/',.,�7��,�� % Y, e mgng A, -z q �g M. I MR ',57.11;11 1" 13 Rt4.o None Present r FRW ',17 r " FWIIT11117� M gp p',""'tp "'M EM v vpn,r-pi*`r Mm,s 7 None Present -W WN-T, u 17 77TUP7,7 F57MF777, wwn i, Ja a �77 None Present 46 .......... y', R,a 16 1,r1"',,k" Ile X�0 —4V�, r ;�' , 7,FIRE", Name Library Type Carpet R Floor Grade Surface Area Location X� FloorAtrove Basement fidd Building Summary Property Organization inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Faucl 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction 77-777MR g M B N�, W,MMU 7 _AM7 r. -1,3W 7 3 VITIRM �7 "M "a I' Z�' tg AM ,ftw 2", Name --iff-e-ciive R:G_Iue��' 30(1619.5)2(9.5)H 2 3M 24 7-57- T ........... ..... �p�, 4 o, w vuy, Q_M"'R ARA 'N 60 Name Library lype SurfaceArea Location Rim Joist Ambient 13&0 . ......... RA Rim Joist 25-0 !_ RIM= �s 77, MM,�,a �r Z M?� Mr," M MW 2 04','U, 2`�,MMI _,4 Name Effective Insulation R-value .................... piin A "Muall a, 111VIVall, *t,4, Kwlvl �1. its' �g q_ ON -N, ir, 0 Name Library on type Surface Color -S-ur-fa,cre Are-31",_ Location ;5 Exposed Exterior Ambient Walf- Mediuni' A Basement Medium 24_4fM,Uninsulated Unconditioned Basement ......... Garage Wallf- Unconditioned,attached garage V WC "T" 3, EEU wNrAU��, mn,0 .1 "5 11M Name Effective R-value 2 -4 Ell Building Surnmaq Property Organization Inspection-Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction A� Ti, 7 w,"N"g R'NE', I'll, ...... R�5o� If"IMAW1546,IF51,11 Name Lib Library Ty If Foundation"is�8pt`rZbi'e '8vv1`eranQ %�erangKNOMV 3,—n8Tt-76---0 SurfaceArea 040 Assignment Wall Depth Top* f" Assignment ff I e �0 a I Q Ambient Walf, yesf a 0 East 41.0 112 ff 2 e 461130� Ambient Wall Yes, 0 0 East 19.0 fr- 71 A ff 2 s(Right),, w Ambient IL ff 2 aver Ambient Wall, Yes;'; 1-6 5.6 "lest 12.0 fr- ff 2 w{Front)' �.90i Ambient 1-3 5.4 West 27-0 ft- 30' 0 0 East 40.5 R2 ff36� Ambient Wall, ff 3 WL Ambient Wall ye I.a 5A West 4%5 flz 1.3 3-8 East. 13.7 ft2 sf I ef:1-71"I"� _-,So Ambient WWI Yes��", 'I 1 st I el'i '*6 Z61 Ambient%lal Yesi:` 1.2 2,9 East 6.0 tF sf I Ambient"Alatt_ 3.1 72 South 13.5 111 13.5ft2 sf1s .-,��'._,_V* AmblPtrLWall, 13,2 South sf I W�fL_::, Ambient A ,3 &4 West 13.5 11-7 Yes' cszs sf 1 IN Amble W,waM 1.3 3.2 West 18.Dfr sf 2 30,1 Ambient Mif" Yes!, 12 5.3 East* 27.0 112 sf 2 4 Ambient Wad.I Yes"'." 4,1 6.2 West 27.0 W sf 4 W;, Ambient WAIF Yes` 0'.83, 4-7 10'8 West 49-5 f12, 'N'M S Me Name Shgc U-4factor 30 30Y., 0.300 ............. �M4 , Building.Summary Property Organization Inspection Status 705 NOwmis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Faucf 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sfigo Construction NV 1 r �11 + 'kX None�reseh t c. ,T Z EW N7 P i M Name. Library Type Wall Assignment Foundation Wall Emmance Solar Surface Cofor Surface Area Location Assignment Absorptance Basement D=?-, Basement Wall Rt Medium 17.8(12 Uninsulated Unconditioned Basement Front Door"; Fif)0614sstobr Ambient Waff, Medium 20-0 ft2 Exposed Exterior Sieei Mor, Garage Wal I-, Medium 17.8 ft7 Unconditioned.Garage Doc� attached garage Name Effective R-value, ........... Steel Doom:' 2M.2 Name Library Type Attie ExteriorArea(ftz] Ciay or Concrete Roef Surtace Color Surface Area Location Ttes Roo." Medium''. :; vaulted Roof "M 'g g FF� Name tias Radiant Barrier Effective R value SA R38(1619,6)1 31.381 Building Summary Property Organization Inspection Status 705'Nokornis Road Energy Testing Services Results are projected Soulbotd,NY 14971 1,4110ael Fauct 631-244-2627 Sligo Construction-705 Nokomis Row,Southold, NY 11971 Builder India]House Design Sligo Construction F7 g—, n. iz, TVIR, Infiltration Measurementlype Shetter Cuss 3ACHat50Pal"' 4 QUM Ventilation Type Ventilation Rate Ift' Operational hours Fan Watts Runs once every Energy-Recovery Model Number Manufacturer I Minute] per day three hours Percet Y, Exhaust Onfylll-�',�;,,--�-,.�-',,,��.��,.,I bF, 24 20- es, h. .............. ............. "MM V ,"R " ", tfq5 "I 7e7 W7 &R ' Jv.MMEM—L %Interior Fluorescent %Interior LED.Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting. Lighting Lighting .................. Do* '01•3 ,tsr 011A z-go, . ......... A;m 'Fig '!AS, ikwa W.,TW ;� --.— -i - None Present A None Present P, r.kk Ir"1,"'21 71, 7 5 WM - —74—T--�,,,X, 5T F" R754"'757),%533, Qr q 7 MOW \7 5F, F", ZR 12MA W "WeD [or �,N� e,at It V .......... R5 4,� ''M NEER, .............. ............ one Present `;w kn'...... ...... ........... ......... None Present 5 Building Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 14971 Michael Fauci 631-244-2627 SJlgG Constiuctlon-705 Nokomis Road,Soulnoid, W, 11971 Builder Initial House Design Sligo Construction M . ......... gg qj Zip, $ None Present 'K 7 "n, � r. None Present Z 7 702-7KR 7"r- 7, Z,;�,, T-A V3 M None Present mg N�TN� Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Cooling System I 2�,6k'- 50% - Unconditioned Basement i CravAs 79 pace Coofing System 2 Conditioned f Sealed Attic Reating System 11�` Unconditioned Basement I Crawlspace Healing System 2 -ItsolaAUFEzHydrb'-Cpit,,', 0 Conditioned t Sealed 'Ofcol— Atffc Water Heating 0 100w Unconditioned Basement t CravAspace loft..Fuel Type- ectrlc YP Nlott?rType ECIt9 tVariable Speed) nspeci le (;Doling l=Efrclency 16SE 6 Building Summary Property Organization Inspection Status 705 Nokomis Road ffirteW Testing Services Results are protected Southold,NY 11971 Michael Faucf 631-2442627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction ,Mb M M T "M W-C ,EqWOb*I1 T " —0 e- �Wditib Electric UW6646 T....... ................ ........ F &AV PT V,a 4- WQ ingle peed) ... ..... RPM, A NeWt P 30 0_- 1 MUM t. A EY"M!73, - 75MY-7,MW a 4' '3 Fuel TypeUl. S Otoe T FOM(1ijjj6b1#§ ing apact 60 N, W "114 In_'M "All Z n T if Ulf. U Pe YP_ n�T pi�,Peqv'DiWh If T Ra" R WOMY�:'I� 'Abf 11146ter 1EMcfency" 0.85 Energy Fa aar T, . .........AI Building Summary Property I Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Faud 631-2441-2627 Sligo Construction-705 Nokomis Road,Soutnold, NY 11971 Builder Initial House Design Sligo Construction .......... Wgfi........... ............ ^,V F, d'*,;N.-F�'-.,"',".-""", Y.. eating tgtliiprnent Heating System 1 ! -0- st .....*fffio CP V0010 0 "I.- Served' . . ,.. Sq:Feet _ 'Ila"' S60j fhi Odd R'Vat6e k SuPPIYlj6d A rea 6 VO @ Leakage to doors 8 CFM & , Uiakag b D56fTeAs, on itions fdon y Uct I 04666f8u&jArea 100 0Duct 2 0� AV "Ra 4:i is Pn ,!`T Percenf Suppdy4iea0 11t 16caffOW -t......d S__ . }yryy....ti 4M.-Y""Percent.Supply Area 0 PercUct 5 Percent Supply Area "D RA f L!' Percent Supply Area 0 Building.Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 fAlciriael Fauci 631-244-2627 Sligo Construction-705 Nokomis Road,Southold, w 11971 Bultdar India]House Design Sligo Construction MW" R "KiZ IRMT V14i MA.", T, 'Heiting Equipment„_.,,_ Heating System 2 ina,q' Y S, tt Supply duct R'ilaSue . as pPtyuct Area'M Rt :W AM -,Ift 14 6 Urn a V� aicaieo t,G b I.J i�00T"s 260:&I'd�6Pi ..1 Y,110 1 0 ft2) T A 111- R e Total tjEwiidii t�it�yact Test Conilrliaiis No T6sf perce -PdTteh1*R6t "Ar Ild ctCatitua:,..;.<.: W S 94 x -C 4S Perceftt Supply Area 0* _P"N" tR POP 1 %u 111- Ud" t % Percent.Supply Area 0, ,pm, 'R 'Peb6binit Supply Area -e Ott: '71M «:n 'M ah�6°ta,,, �' ,�,�mRhl r%''�` ,� "Ffr 4 �, 1�11t,�£� 'M�t�;�ro�r',`'�,�"r7�'� A � ��Rn' No "C#m Per Watt 7422b3521 Building.Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631244-2627 Sligo Construction-705 NoMmis Road,Southold, MY 11971 Builder Initial House Design Sligo construction 6'r,"Prpe Length NO 9. At Least R3 Pipe nsu a on Pipe oop Length 70 R ier MAN -'W K" W RE 1"N" 1005�2 E111 ki 11 0Wki 2N i A " ' 1 1 Electric 2 T T is uis ide 1j%n r di'ti on I e'-d 15'tpice y f-AVd0'0b,fe,- -y S"Ygg ME,3 WM� 3 F 7`14 1W W Labe I".E 0 i i'tg Y"Raffpo $27,0 trt �12 W 2 4— Gas Rate herm -z _J ty. HERS'R 00, Fronialoa wgr F"wvM;V.' 'M ".4" N'51 A, DishWnhbr Size ender 01; is Outside Conditioned pace 'g, NAU I'M 11"S�I zz . ....... . ................ ........ y .. g- friduction Range- No d' a, q�QA RO On Reffigerator Consumption 691 WhNe-a'r 10 Building.Summary Property Organization Inspection Status 705 Nokomis Road Energy Testing Services Results are projected Southold,NY 11971 Michael Fauct M 1-244-2627 Sligo Construction-705 Nokomis Road,Southold, NY 11971 Builder Initial House Design Sligo Construction W-,f"Y' Y% -AA ,M ,kll................. pF SO!/T��l . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 a �'y�OUNTI,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4, 2023 To: Chris Neimeth 1230 Watersedge Way Southold,NY 11971 RE: SCTM# 1000-78.-3-25—Shepherd/McManus,Determination of Merger Request Mr.Neimeth: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at(631) 765-1802. Respectfully Yours, Amanda Nunemaker, Plans Examiner IELD INSPECTION REPORT DATE COMMENTS C�7 J FOUNDATION (1ST) ------------------------------- z v�FOUNDATION (2ND) �1 z A o n l ra �a ROUGH FRAMING& PLUMBING L M V I� GStSW' r'`+l� ` � vl �.� CZeJ.. 40AA ill 6 GJL rL $ Ce 6 " orb— �t INSULATION PER N.Y. s ��"'-"- STATE ENERGY CODE (bl owl' 4-v 4 naR ok, �v Gam nee. I Y FINAL W . ADDITIONAL COMMENT to --� o o 123 l e a c. S/a re. c- 1 o 13 -Z m x b lc) O Z H � x d H =�oS coGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only MAR 0 8'2023 ' D PERMIT NO. Building Inspector: SI,Iili91N1a d.ILlaT. TZ)WN OFSOUTHOI_D Applications and forms must,be filled out-in their entirety. Incomplete applications will-not be accepted: Where'Ahe`Applicant is not'#he_owner,an. ,'Owner's Authorization form(Page=2).shall be completed. Date: �j3� Cl 1 Z oz-) ,OWNER(S)OF.PROPERTY: ; Name: C �5 � � A. 5 SCTM# 1000- �g Pro jectAddress: -70S /U6kU-v\,`S So,cL-oW & -1 Phone#: (`) Mailing Address: CONTACT PERSON: ---------------- Name: k.V' 1 Mailing Address:1 2-30 � U �y Phone#: C Email: DESIGN.PROFESSIONAL`''INF,ORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION;' Name: Mailing Address: Phone#: Email: nrce iiDTInN nc 6F2ADhcck-r ANCTa lf'Ti6M: _ ❑New Structure ❑Addition' QAlteration ❑Repai ❑Demolition Estimated Cost of Project: Will the lot be re-graded? ❑Yes [:]No Will excess fill be removed from premises? ❑Yes ❑No 1 -PROPERTY INFORMATION_,:'-. Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. •E]Check-13dwAfter heading:,The.own'er/contractor/design professional is responsible'for alfdiainage and storm water.issues.as provided.by. Cbapter 2 9 of-tlie Town Coder APPUCATIONJS HEREBY MADE,to the Building Department forthe issuance'of a Building Permit pursuant to the Building_2one ' Ordinance;of;the-Town of Southold;Suffolk,County,New York grid other applicable Laws;ordinance's or Regulations,for the construction'of buildings, addit(ons,Alterations or for"removal or demolition as Herein described:The applicant agreesio:comply with all applicable'laws,'ordinances tiullding code,, housing coile'and regulations and to Fadmit,authorized inspectors`on premises,and•ln,building(s).foi necessary lnspedions:Palsestaternents"made herein are;, ;punishable as a Class A rnisdemeanor.pursuant to Section 210.45 of the New York State'Penal Law:' a C Application Submitted By(pr' ame):�"- vv�l ❑Authorized Agent ❑Owner Signature of Applicant: D _ :/026_z�a . STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to,make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 Notary Public PROPERTY OWNER,AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 a FF04eo � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov BUILDING PERMIT APPLICATION INSTRUCTIONS& CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will,not be accepted. • The work covered by this application., including land clearing/site work, may not be commenced before issuance of a building permit. 11 • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ❑ Building Permit Application: Complete, signed and notarized. ❑A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. ❑Four (4) sets of plans bearing the signature and original seal of a NY.S licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contra.ctor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board,and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County El Flood Plain Development Permit Application (if applicable) ❑Southold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or. fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland. ❑1 copy of ComCheck/ ResCheck (if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) ❑Utilization of truss/pre-engineered wood/timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit (NYS or Suffolk County form 239F) (if applicable) El Original signed Owners Authorization: if applicant is other than owner. 3 TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502-https://www.south6ldtownn,�gov INSPECTION & CERTIFICATE OF OCCUPANCY INFORMATION It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months, or the permit may need to be renewed. Building permits shall be visibly,displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: • Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing, tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances,chimneys,flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval —original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at (631) 765-1802 to schedule your inspections. Please have your building permit number ready. - - 4 FFH-14 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ��.�j►� �O�� Telephone (631) 765-1802 - FAX (631) 765-9602 1 roaerr(a-southoldtownny.gov — seand(ED-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: e u b O ( Electrician's Name: a a U f,( License No.: 2 61 y\A C_ Elec. email: h� Gtlti-�r.��ectl'i� a �.�oM Elec. Phone No: 61 �S - I request an email copy of Certificate oft6moliance I. Elec. Address.: q04 13 LI:A t n 1b n ✓9*\-" \AJts} (3o�b t o n JOB SITE INFORMATION (All Information Required) Name: Pau � CL.\/e Address: ® I cl Cross Street: c1. ,(Ja.f d-,- An/ \,,)ij_ Q LL- Phone No.: U �: Bldg.Permit#: e mail: Tax Map District: 1000 Section: , g' Block: 3. Lot BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wome, �ba,, PLO YOOJ�C, Square Footage: I ra Circle All That Apply: Is job ready for inspection?: YES [gN0 ❑Rough In ❑ Final Do you need a Temp Certificate?: YE ❑ NO Issued On 6%a ,.d( �o�3u(23 Temp Information: (All information required) Service Size tlj�hF-13PI1 Size: 00 A # Meters Old Meter# 0New Se ice❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground verhead #Underground Laterals M 1 R2 0 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION In ( 3u�23 o��s�FFOIA'��G BUILDING DEPARTMENT-Electrical Inspector I y< TOWN OF SOUTHOLD o'- "' r" Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone(631)765-1802 , Temporary Certificate # 67 Date eY 2023 Customer Name 'Pak Electrician Name twba •e►- 94GC,6(. L L� Address705 o�OrK►� d. eu,- tLbIj Phone (D�� •s87 .375) e-mail e-mail 2la�Adr[U'�tu(yl` uJ C-Owl Phone 67(o • Q04 .-Ra 2'� License# 38 b� . VVI E. Size cPPO A Phase Overhead Underground #of Meters Remarks ', #of Underground Laterals 1 2 New, "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#7 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 rom th a above. Authorized by E>fQj . BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD -� Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerra-southoldtownn ..gov - seanda-southoldtownny.eov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: I C' Company Name: e u b O e( O$ cf(1 c, LUC, Electrician's Name: p i a U e,r License No.: ��b? Y�fE Elec. email: h�� Gll,C1Gr r✓(¢�'�riL �? .&r7M Elec. Phone No: S l request an email copy of Certificate o Compliance Elec. Address.: qo4 L1f i c% -tD n ✓Ox\-V-e Nest (335 )on & I l-7 0`f JOB SITE INFORMATION (All Information Required) Name: Pau ck\1(� Address: 0 9�, O �1e �r�,(' , C{d Cross Street: c,. 'xJaf&b Pry } G,\41)alov Phone No.: U ay - Bldg.Permit#: Tax Map District: 1000 Section: 0 Block: 3 Lot: BRI - N OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: c� Circle All That App Is job ready for inspection?: YES [�NO ❑Rouqh In ❑ Final Do you need a Temp Certificate?: YE h❑ NO Issued On 6,,kac3_L (, lol3ul23 Temp Information: I (All information required) Service Size �iF3P`h Size: 00 A # Meters Old Meter# 0New Se iceOFire ReconnectOFlood ReconnectOService ReconnectOUnderground ' verhead # Underground Laterals 1 2 D H Frame 0 Pole Work done on Service? Y N Additional Information: . /o d �5/c z s j,�'11 _1 of/ y� J oozv po PAYMENT DUE WITH APPLICATION —78 �e16S9-Z3 � a ( 3V) 25 PERMIT N Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW (3 Exhaust Oven WAD 5 Smokes DW Mini "—d-kA 1 Micro Generator _arbon 1 ombo �} Cooktop Transfer �C AH Hood Service Amps Have Usec 1 r pedal ,2�� ments 1 i i 8 Neubauer Electric,LLC A�� bauer 407 9 Lexington Ave� West Babylon,NY 11704 -,electric T 631-587.3761 pp neLibauerelectdc@qmaii.com F 631.321.0873 Paul Davey FINAL COUNT 706 Nokomis Road, Southold - New Home, New Pool House, New,Pool 200 Ampere Underground Service panel in basement Wiring of 2 zone oil-fired heating system with indirect hot water heater 2 Zones Electric Radiant Heat with 2 Separate 15 Amp GFI circuit breaker Wiring of'2 zone central air conditioning system Receptacle for washerwith separate 20 Amp circuit,AFCI1GFI Receptacle for electric dryer with separate 30 Amp circuit Redeptadle for refrigerator Receptacle for wine refrigerator at island Hook-up of dishwasher with separate 15 Amp circuit, AFCl/GFI Receptacle for gas range with seprarate 15 Amp circuit, AFCI Receptacle for microwave with separate 20 Amp circuit,AFCI Hook-up of exhaust hood with separate 15 Amp circuit,AFCI 1 -GFI Receptacle at panel box Wiring of gas fireplace Door chime system 63-Decorator Receptacles 6-TV Receptacles 5-GFI Receptacles 3-Weather-proof Receptacles 2-Garage door opener Receptacles 1 -Sprinkler Receptacle 1 - Island Receptacle 46-Decorator Switches 12-Decorator 3-way Switches I -Decorator 4-way Switch 8-Under-cabinet LED Puck lights I -Remote driver LED 75- Recessed fixtures LED 2-Recessed"adjustable" LED 2-Island fixture locations 1 —Chandelier location at dining room 1 -Chandelier location blank plate 4-Ceiling fan boxes with blank plates 4-Vanity fixtures 9-Exterior fixtures I -LED Flood Light 18-Porcelain fixtures, LED 4—total Bath Fans: 2-Nutone 50 CFM & 1 —Nutone 80 CFM& 1 —Nutone 110 CFM I -Nutone Energy Star exhaust fan, 150 CFM 1 -Programmable Timer 4-Smoke detectors 3-Smoke/Carbon monoxide combination detectors I -Heat detector(garage) 10- 15 Ampere Arc Fault circuits I -20 Ampere Garage circuit with GFI circuit breaker 1 —20 Amp AN GFI circuit breaker 3-20 Ampere Arc Fault &General Circuits continued on next page.:, rov ------------------- Neubauer Electric,LLC bauer 407B Lek' ington Ave West Babylon,NY 11704 electric T 631.587.3761 F 631.321.0873 neubagerelectdo@gmail.com 705 Nokomis continued Pool Mouse 1 —Wproof raintight panel box Electric hot water heater, 250 Volt 30 Amp 1 —Electric heater, 2',With integral thermostat 13—Recessed fixtures, LED I —Vanity fixture 2—Exterior fixtures 1 —Nutone Standard 50 CFM exhaust fan 1 —Utility fixture 1,—Fan box location with blank plate 2—GFI Receptacles 1 —Refrigerator Receptacle 1 —Wine refrig. Receptacle 1 —TV receptacle 9—Decora Receptacles 1 —Weatherproof GFI Receptacle 9—Decora Switches 1 —_20 Amp Bath circuit 1 —20 Amp Bar circuit 2—15 Amp AFCl circuits 1 - 1 *1/4" PVC conduit,with 100 Amp feeder 1 - 90 Amp Breaker in Basement panel box I - V PVC conduit from basement Future—Disconnect switch at exterior Future—Dedicated 250 Volt 20 Amp circuit POOL :: q oiv ( vo&11 D Scott A. Russell �.� °SMIr 2023 01K1\\1WA\T]E1K SUPERVISOR U ing rtm9M1\M[A\NA,G]EN\41ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p thoid 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of,Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT 1 ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) Ali— — — — i — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: (Print, I ii! ISigna el r (0 i- G , ii Contact Informa I tL:-Ntad&Telephone Number) /' i Property Address / Location of Construction Site: S.C.T.M. #: 1000 !' l� IC>�^ District ill 1"1 ��Jt � 1 Section Block Lot !' ,t i � TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Ili — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - � j ❑ - Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required ! j Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! it ❑ - Area of Disturbance is Greater than t Acre &Storm-water Runoff Discharges Directly jij to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit ji DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. i ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold �i Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN j a S.P.D.E.S. Permit through the Southold Town Engineering Department ,u ii Prior to Issuance of a Building Permit. jl; Reviewed By: ate: .I P'nR M 11 qM('P-Tnc nrtnl,Pr gn i c goce' vd' Fidelity National Title INSURANCE SERVICES,LLC i TITLE NO: 7404-015792 District: 1000 Section: 078.00 Block: 03.00 Lot: 025.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above=captioned property has been in single and separate ownership by Kate Shepherd and Miles McManus, being married to each other and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can'be issued based upon the information contained in the Certificate. Dated: March 7, 2023 FIDELITY NATIONAL TV INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA :7thdZoh,2023 CHR19TlNA 9USCHATZKF NOTARY PUBLIC,STATE OF NEW PORK Registration No.01 BU6373057 Qualified in Suffolk County Commission Expires April 2,2026 24 Commerce Drive • Riverhead, ew ork�11901 • (631)727-0600 •Fax: (631)727-0606 s lllll Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-015792 , STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: - That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-078.00-03,00-025.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-078.00-03.00-025.000 Cedric H. Wickham and Claretta S. Wickham,his wife Liber 2188 cp 101 TO Dated: 08/30/1941 Joseph Schimlick and Emelia Schimlick,his wife Rec'd: 09/16/1941 r Emelia Schimlick,surviving spouse of Joseph Schimlick, Liber 7793 cp 107 Deceased,who died on 0 1/1 l/1959 Dated: 11/28/1975 TO Rec'd: 02/05/1975 Theodore Schimlick and Bridget Schimlick,his wife Theodore Schimlick and Bridget Schimlick,his wife Liber 1,0596 cp 99 TO Dated: 04/21/1988 William P. Harding Rec'd: 05/05/1988 FIDELITY NATIONA TITL-E INSURANCE SERVICES,LLC Sworn to before me this JEAN A 7th day of Nota ub is FT A BU* N Z E ,STATE OF NEW YORKNo.01 BU6373057n Suffolk CountyExpires Afrril 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 Fidelity National Title ....U71 INSURANCE SERVICES,LLC William P. Harding Liber 10621 cp 481 TO Dated: 05/27/1988 William P. Harding and Kevin J. Harding, as tenants Rec'd: 06/10/1988 in common William P.,Harding died a resident of Suffolk County on 04/24/2006,surviving spouse Pauline K. Harding. Pauline K.Harding died a resident a Suffolk County on 01/02/2009,Surrogates File No.2010-207. Kevin J. Harding, individually and as Executor of the Liber 12633 cp 652 Last Will and Testament of Pauline K. Harding Dated: 07/23/2010 TO Rec'd: 08/05/2010 Nicholas J. Gibbons and Nanette M. Gibbons,his wife Nicholas J. Gibbons and Nanette M. Gibbons,his wife 1 Liber 13082 cp 134 TO Dated: 11/12/2020 Peter B. LoJac and Fernanda LoJac Rec'd: 12/11/2020 Peter B. LoJac and Fernanda LoJac Liber 13102 cp 142 TO Dated: 02/24/2021 Kate Shepherd and Miles McManus,being married to Rec'd: 05/05/2021 each other V LAST DEED OF RECORD PREMISES NORTH: 1000-078.00-03.00-024.000 I Cedric H. Wickham and Claretta S. Wickham,his'wife Liber 2575 cp 415 TO Dated: 05/31/1946 Peter J. Sarkus and,Nellie H. Sarkus, his wife Rec'd: 06/10/1946 FIDELITY NATIONPM TITLE INSURANCE SERVICES, LLC Sworn to before this JEAN A Ld NI'��?h, 2023 of c f�+8ljsCHA1Z� .. .. {VOTARY PUBLIC,STATE_OF NEW YORK Registration,No.01 BU6373057 Qualified in Suffolk County Commission Expires April 2,2026 24 Commerce Drive •Riverhead,New or 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Peter J, Sarkus and Nellie H. Sarkus,his wife Liber 11669 cp 738 TO Dated: 11/15/1994 Peter J. Sarkus Rec'd: 03/24/1994 Peter J. Sarkus Liber 12979 cp 71 TO Dated: 04/11/2018 Michael G. Sarkus, Trustee under the Peter J. Sarkus Rec'd: 09/19/2018 Irrevocable Trust dated 04/14/2018, as to a 50%interest And Michael G. Sarkus, Trustee under the Sarkus Family Irrevocable Trust dated 04/14/2018, as to a 50%interest LAST DEED OF RECORD PREMISES EAST: 1000-078.00-03.00-051.002 Cedric H. Wickham and Clarette S. Wickham,his wife Liber 3020 cp 301 TO Dated: 10/11/1949 The Town of Southold Rec'd: 11/25/1949 (premises and more) The Town of Southold Liber 10977 cp 448 TO Dated: 08/15/19899 North Fork Housing Alliance, Inc. Rec'd: 12/06/1989 (premises and more) North Fork Housing Alliance, Inc. Liber 11157 cp 515 TO Dated: 10/03/1990 Jose Sierra and Marilyn Sierra,his wife Rec'd: 10/22/1990 LAST DEED OF RECORD FIDELITY NATION TITLE INSURANCE SERVICES,LLC Sworn to bef e me this JEAN A 7th of Ma lh, 20 `2 Public Ct�fTiaT NA BUSCE'�tNM NOTARY PUBLIC,STATE ORK Registration No.01 BU6373057 Qualified in Suffolk County Commission!Expires April 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 = 'III Fidelity National Title .o. INSURANCE SERVICES,LLC PREMISES EAST: 1000-078.00-03.00-051.001 Cedric H. Wickham and Claretta S. Wickham,his wife Liber 3020 cp 301 TO Dated: 10/11/1949 The Town of Southold Rec'd: 11/25/1949 (premises and more) The Town of Southold Liber 10977 cp 448 TO Dated: 08/15/1989 North Fork Housing Alliance, Inc. Rec'd: 12/06/1989 (premises'and more) North Fork Housing Alliance, Inc. Liber 11144 cp 35 TO Dated:09/21/1990 Susan MacKenzie Rec'd: 10/11/1990 North Fork Housing Alliance,Inc. Liber 11178 cp 580 TO Dated: 10/13/1990 Susan MacKenzie Rec'd: 11/26/1990 Correction deed corrects deed in Liber 11144 cp 35. Susan MacKenzie Liber 12347 cp 894 TO Dated: 09/03/2004 l Susan MacKenzie and Glenn H. Jochum,husband and Rec'd: 10/07/2004 wife Susan MacKenzie and Glenn H. Jochum Liber 12523 cp 443 TO Dated: 03/21/2006 Susan MacKenzie Rec'd: 09/24/2007 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before s JEAN A 7th day ar , 2023 J Ch6RISTINA BU11! CWA714 ZKE' NOTARY PUBLIC,STATE OF NEW YORK 1 ublic Registration No.OI BU6373057 Qualified in Sufl`olk County Commission Expires April 2,2026 24 Commerce Drive Riverhead,New York 11901 0 (631)72 - • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-078.00-03.00-026.001 Cedric H. Wickham and Claretta S.Vickham,his wife Liber 2522 cp 383 TO Dated: 09/07/1944 John Verity and Helen Verity,his wife Rec'd: 01/22/1946 (Northerly part of premises) Cedric H. Wickham and Claretta S. Wickham,his wife Liber 9412 cp 346 TO Dated: 11/12/1941 John Verity and Helen Verity, his wife Rec'd: 08/25/1983 (Southerly part of premises and more) Helen Verity, individually and as Executor of the Last Liber 9484 cp 587 Will and Testament of John Verity, deceased Dated: 12/29/1983 TO Rec'd: 12/30/1983 Helen Verity (Northerly part of premises) Helen Verity, individually and as Executor of the Last Liber 9484 cp 589 Will and Testament of John Verity,deceased Dated: 12/29/1983 TO Rec'd: 12/30/1983 Helen Verity (Southerly part of premises and more) David Verity, as Executor of the Last Will and Liber 12636 cp 643 Testament of Helen Verity,deceased Dated: 08/31/2010 TO Rec'd: 09/08/2010 David J. Verity (premises and more) David J. Verity Liber 12652 cp 35 TO Dated: 02/15/2011 David J.Verity and Barbara Verity,husband and wife Rec'd: 02/23/2011 (premises and more) FIDELITY NATION TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN V 7th da of a c ,202 CHRISTINA B�S�l-l1� Ub11C �lOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BU6373057 Qualified in Suffolk County Com_missiA_n Expkes April 2,2026 24 Commerce Drive• Riverhead,New York 11901 * (631)727-0600 9 Fax: (631)727-0606 . I a / m!! Fidelity.Nation al' Title INSURANCE SERVICES,LLC David J. Verity and Barbara Verity Liber 12676 cp 926 TO Dated: 06/28/2011 Barbara J. Verity Rec'd: 11/07/2011 Barbara J. Verity Liber 12728 cp 692 TO Dated:'12/28/2012 James Tlockowski and Claire Tlockowski,husband and Rec'd: 05/03/2013 wife LAST DEED OF RECORD FIDELITY NATIONAL I E. INSURANCE SERVICES,LLC Sworn to before me this JEAN D A 77a ar ,2023 No is NOTARY PUBLIC,STATE OF NEW YORK Registration No.01OU6373057 Qualified in Suffolk County Commission Expires April,?,,2026 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOTS :25 LAND N/F OF q� •� � roveed � 3 I Z3 PETER J SARKUS JL33i��d�j�$'� SUFFOLIC COUNTY®EPARTNIEIV!O�HEALTH SERVICES IRREVOCABLE TRUST ";:" ° `. _:. PERMIT FOR APPROVAL OF CON' 1 R3JCTr®�FOR A #R-21-1914 DWELLING W/PUBLIC WATER E }�,� .. IIVCyL �FZM LY R S � II .�1DENCE AND ° N 84°21'00"E 150' 270.00' h Q V S ° o m I EL 17.4 MON. D Q r -- O I EL 18.1 PROPOSED POOL FENCE -. m 0 EL 16.5 N DATES 2y 71 2 APF2OVEL� I o r TOTAL.hIAXIMUIIM EE®RQO?aS F p n 32•MAPLE 32`TREE o,� o LU PROPOSED DRIVEWAY N rn EXPIRES THREE'SEARS FROUI DATE OF APPROVAL W �/�� 2"RAINFALL CALCULATION ` EXP V Vater O g� ¢� � )e(s)_At1F,/$�T � DWELING W/COVERED PORCH:2492 S.F. 150' LP (2)8'0x6'DEEP s�11Q��(r ,V 8 Se i(�S+ Crr 2492 x 0.166=414 C.F.REQ. I (n � ��COUnty�'h} 0{He�ec�ed,��i-�y 0 (2)8'0x5'DEEP DRYWELL=442 C.F.PROVIDED O 8'Ox5'DEEP LP Grrp� -J Ml ay '0 (18.5) 5C-57Sy elll/ LOT 1 \ (185) _. :;.• �'(' '�� Hours ! �e�rc�'s• tI'1 MAP OF POOL HOUSE W/PERGOLA:580S.F. !~ °W 1 •••..257'.'•...•••••• 580x0.166=96C.F.REQ. mFcea�e lnsp�e ¢ AdVe�Cei "HIAWATHAS PATH"#9151 rA •• W (1)8'0x4'DEEP DRYWEL—OVERSIZED F C.F. O I N �10 m�� S.T. �(s). W/PUBL CI WATER "'OVERSIZEb FOR z I O 1250 GAL. POOL WASTE WATER 150' 1 60.0' ::.;:43 C0 TYPICAL CLEAN OUT v1 ='•PROPOSED:::...:•rjlks� cu SHOWER ° SLATE OR STOPPER END '. ..... 4'A' O �� 8 ::.•::...2 STY FRM.:::::•:;;:. (17.5) POOLEQP. o SUITABLE COVER \ OR PLUG ELEV. 17.4 18"CEDAR DWELLING::::: DR BROWN ' ::::#705:::•::'•;;:::;; 8'x4'DEEP O a v POOL HOUSE Y O OL 0.5' J m ::••:4 BEDROOMS:•::':" PROPOSED m °\ OVERSIZED FOR LOAM I O W/HALF BATH N l 1 POOL WASTE WATER 2"CEDAR o : ':•::FFL(20.0)•;:•::'::: 30' :::.20'x40';:;:•:;:;:::::::::: 8.0' :::FFL(18.0):;:� T z x / m BROWN 9.0' 20 ML b 66.0' MON. 30 ELBOW SILT w W W W _ _ _ 60 WYE BROWN PROP.WATER LINE ••': E— SM SILTY SAND 30.0'::':::::':(; W W W W 4.0' FLOW_— PALE — I I PROP.U.G.UTILITIES (18.5) BROWN \ X is LOT 1 SP FINE E uV l 0 MAP OF SAND 16.0' J m "HIAWATHAS PATH"#9151 WATER IN ° 8'0x5'DEEP -0 V v PALE DWELLING m I V l0 W/PUBLIC WATER SID BROWN n� I N T 1so' FINE r I f rn z IV SAND 17' m O m p MAY 7,2021 32"DOUBLE McDonaind Geoscience O o � THE WATER SUPPLY, WELLS, DRYW£LLS AND CESSPOOL rEL16.0 ``7LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS PROPOSED POOL FENCE EL 16.0 AND OR DATA OBTAINED FROM OTHERS. MON. EL17.0 o21 r rr 270.00 ELEVATION DATUM: NAVD88 S 84 00 W :AREA 53,999.92 SQ.FT. or 1 .24 ACRES UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDIC47ED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U77ON Do IJSTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U710N, GUARANTEES ARE NOT TRANSFERABLE LOT THE OFFSETS OR DIMENSIONS SI/OWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE O_ MAP OF NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE EREC77ON OF FENCES, ADD17IONAL STRUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS "DAVID VERIFY at LAUGHING WATERS"#11889 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED.UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY DWELLING WIWELL OVER 150' ZONED R-40 SURVEY OF:DESCRIBED PROPERTY '` CERTIFIED TO: SLIGO CONSTRUCTION CORP.; _ HIAWATHA'S PATH FRONT: 50' MIN MAP OR FP,, SIDE: 15'MIN, 35' TOTALFlLEDc REAR: 50 MIN SITUATE° AT.SOUTHOLD TOVIN OF:SOUTHOLD 11 2023 SUFFOLK COUNTY, NEW YORK SENNETH M NOYCHUK 1�g and I sign C Professional Land Surve and DesP.O. Box 153 AqueboQue, New York 11931 �, t11 r6 „ �,r FIE #223-37 SCALE:1"=30' DATE:MARCH 15, 202 N.Y.S LISC. N0. o5o8s2 PHONE (e91)ass-1a88 FAX(891) 298-1688 _ , I REVISED 07-06-23 � S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S):25 LAND N/F OF PETERJSARKUS #R-21-1914 IRREVOCABLE TRUST DWELLING v p I r r' W/PUBLIC WATER 150' EL 17.4 MON. N 84021 00 E - 270.00' STK JJ/�(\ / ^/ !7 OCT z I I EL 18.1 A PROPOSED POOL FENCE li I 0 �0�� A O EL16.5 f 0 pT T�7�+ DE U P. O 4ur) JOAV )Q CJ3i�Yl11VN7 HJ�G . I o_ - O n / PROPOSED DRIVEWAY N / /`�� P wi G/ v 20'o/s 20'0/s EXP PROPOSED SANITARY O O �O SYSTEM 2"RAINFALL CALCULATION O0 DWELING W/COVERED PORCH:2492 S.F. CC F I �J� LP' (2)8'0x6'DEEP (n 2492 x 0:166=414 C.F.REQ. DR O (2)8'Ox5'DEEP DRYWELL=442 C.F.PROVIDED O8'Ox5'DEEP LP LOT 1 O = W.M. l 1 (18.5) ....25.T".. (1as) - D.W. �� c CS1 MAP OF POOL HOUSE W/PERGOLA:580 S.F. "HIAWATHAS PATH"#9151 580 x 0.166=96 C.F.REQ. S.T. (1)8'0x4'DEEP DRYWELL=177 C.F. DWELLING —OVERSIZED OVER IZEDFOTER O I "„�iiiiii1 W/PUBLIC WATERPOOL �Z O C.B iiiiiiiiiii '+, 1250GAL. 150' �� U TYPICAL CLEAN OUT A 60'0� """"��.4.3' 15'0/s 150/s 15'0/S' 15'o/s 70 C.O.i PROPOSED O iFOUNDATIONLOCATIONi SHOWER SLATE OR aka' PROPOSED OR PLUG STOPPER END ELEV. 17.4 (175) C.o p00LE0P SUITABLE COVER TOP OF FOUNDATION' PROPOSED (EL 17.7)11 ii,,,,� \ 8'x4'DEEP O� OL DR BROWN 0•5' PROPOSED m o ��i i i,�, o\ OVERSIZED FOR g LOAM 11.0 c��' "' i o 1 POOL WASTE WATER r !� 30' 20'x40' oy iiiiiio m POOL 5m iiiiii, /� m BROWN o.�..o, ML 9.0' '17.0'� 66.0' MON. 30 ELBOW SILT 3-0� (17.5) 60 WYE BROWN """' i — — — FOUNDATION LOCATION 10-04.23 w w w w ii,,, �� E— TOP OFFOUNDATION(EL16.7) SM SILTY SAND PROP.WATER LINE „�'��ii,,,, w wWA 4_0' FLOWS PALE — — 15'0/s 15'0/s 15'ols 15'o/s U.P. PROP.U.G.UTILITIES (18.5) _ I SP BROWN _ 8'0x5'DEEP v l LOT 1 FINE 1 a `r0- MAP OF SAND 16.0' D.W. J o V V "HIAWATHAS PATH"#9151 WATER IN 0 20'o/s 20'o!s � V V DWELLING PALE m� I 00 V W/PUBLIC WATER SP BROWN e5 0 I m 150' FINE r I ry rn z N SAND 17' X O m Op MAY 7,2021 O O 00 McDonalnd Geoscience THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL L�� PROPOSED POOL FENCE EL 16.0 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS MON. AND OR DATA OBTAINED FROM OTHERS EL 17.0 S 84021'00" W 270.00' AREA: 53,999.92 SQ.FT, or 1.24 ACRES Et£VATroN DATUM: NAVD88 UNAU7HOR12ED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA7701V OF SECTION 7109 OF 7HE NEW YORK STATE EDUCA770M LAW. COP/ES OF INS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 7o BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION po LISTED HEREON, AND 70 THE AS OMFES OF 7HE LENDING INS7ITU770N, GUARANTEES ARE NOT TRANSFERABLE LOT THE OFFSETS OR DIMENSIONS SHOWN,HEREON FROM THE PROPERTY LINES 70 THE S7RUC7JRES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE O_ MAP OF NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES ADD1710MAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENi7S "DAVID VERIFY at LAUGHING WATERS"#11889 AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY DWELLING SURVEY OF:DESCRIBED PROPERTY CERTIFIED T0: SLIGO CONSTRUCTION CORP.; HIAWATHA'S PATH WNVELL OVER 150' ZONED R-40 OR FRONT: 50' MIN FILEDMAP: SIDE: 15'MIN, 35' TOTAL SITUATED AT. SOUTHOLD REAR: 50 MIN TOWN OR SOUTHOLD KENNETH M WOYC�LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FOUNDATION LOCATION 110-04-23 � , �../ P.O. Boz 153 Aquebogue, New York 11991 REVISED Q7-06-23 FlLE �`223-37 SCALE: "=30' DATE:MARCH 15, 2023 N.rs usc. No. oso882 Fao7vs (esL)z9e-L689 FA%(esL) 29a-><see to S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 3 LOT(S):25 #R-21-1914 I LAND N/F OF V PETER J SARKUS JUN 0 3 2024 ' r� IRREVOCABLE TRUST MON. N 84021 00 E 270.00' STK ;,� S�FFOLK CO. HEALTH SERVICE O.5'S WOOD RAIL FENCE W/WIRE O.4'S 1\1 1 2024 OFFICE OF WASTEWATER MGM'. 0.3'W U.P. I O LL r o BELG.BLOCK m T� o APRON m I I w I � f IV � RCA DRIVEWAY BASE W m SANITARY LOCATION O POINT"A" POINT"IN'157' (2)8'Ox8'DEEP -P LP1 S.T. 23.5' 21' 112 W.M. o f O LP1 20' 32' o w ABANDONED LP2 WELL :::::25.9':;::::"A" p LP2 35' 38' o LOT 1 w C01 65.3' 55.2' °o h7 MAP OF GARAGE•::'�� p � "HIAWATHAS PATH"#9151 :::.cs S.T. m w ~ w 1250GAL. i7 SUffOLi< i.0 io i Y DEPAR I iVl:..[1E t �11` e'$EAL 'li SE€1V1�.1=5 z m APPROVAL OF CONSTRUCTED WORKS FOR 59.8' m ::::: :'::'::'::':::::':'1:5'�Ba C.o.1 A SINGLE FAMILY RESMENCE AND n 7.O''•::':''::::•:::::: .... :::::::: C.O. m OUTDOOR 2 STY FRAME: . SHowER I o b l o�g�. _ 8'x4'DEEP 7 SLATE PATIO c.o. 8'Ox5'DEEP �--��DWELLING::;::::::::': W�LLWyy00D OVERSIZED FOR vl O �'•• "" STOOP /.POOL WASTE WATER o . :.... 18.8::.:.:.:`..::'.: 8.8' 17.3':;:::: � \ O D.W. G v'.::::....::.:::: '.:.:::.: D.W. 1 p ` J v,.::•.'._.:::::: :::::::. .-::':'POOL:::.: UN 1 �8 .. N ` � Date: � �� H.S.IiS Reis. hla.Tz_� I— �I••{. N - cn INGROUND::c : '''...'i.:.: n o I p iv_o::::•::`::`•:�::'�::-�:-:�:�::'::,:::'::,':::'W n� o A :HOUSE w 0 O :::::::::: . ••....: _ a ::: POOL' :::::::::::::';::;::::::: o •:FFL 16.7.-9 — The sewage disposal and water supply facilities at this location have been (+r = O : : :::' O r� :':20'X4O'::.:::•:::•::'•:•:•::'::::. ::: POOL EOP. �A ::::::r::.: :.-........ Morv. inspected and/or certified by this Department or other agencies and d ]WINDOW found to be satisfactory FOR A MAXIMUM OF Ag_BEDROOMS TOTAL CRAI G KNEPPER, P.E., CHIEF E�— _—E— — -- U.P. E ESE E E METER E—E—E—E—E—E—E 8'Ox5DEEP F LOT1 OFFICE (IFWAS1E I\�ANAGEI':,;ENT MAP OF - J "HIAWATHAS PATH"#9151 I I V V V -P N of O O I O O 00 L.P.GAS 00 k' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 3.9w c� LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REeAR 0 5'N WOOD RAIL FENCE W/WIRE 0.1'N MON. AND OR DATA OBTAINED FROM OTHERS. S 84021'00" W 270.00' AREA: 53,999.92 SQ.FT. or 1.24 ACRES ELEVARON DATUM: NAVD88 LOT 1 UNAUTHOR12ED AL7ERA710N OR ADD17ION 70 THIS SURVEY IS A ,WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY �o MAP OF MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN o, ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U710N "DAVID VERIFY at LAUGHING WATERS"#11889 LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS7I7U770N. GUARANTEES ARE NOT TRANSFERABLE. o THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE ZONED R-40 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUBIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY FRONT: 50' MIN SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION CORP.; HIAWATHA'S PATH RI EAR: 50 MIIN 35' TOTAL MAP OR FILED: SITUATED AT. SOUTHOLD TOWN OF.SOUTHOLD HENNETH M WOYCEM LAND SURVEYING, PLLC FINAL SURVEY 05-22-24 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FOUNDATION LOCATION 10-04-23 P.O. Boa 153 Aquebogue, New York 11931 REVISED 07-06-23 FILE #223-37 SCALE:1"=30' DATE:MARCH 15, 202 N.Y.s LISC. N0, o5oeB2 PHONE (091)298-1588 PAX(991) 2e8-1588 NYSI F v New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^A"^^ 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY . SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353 733-7 205572 04/15/2023 TO 04/15/2024 4/11/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE'OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:387350156 U-26.3 Am o� Mmna " r Yt a % • .... . . 1ti A-le IIIA 'Aw DATE(MMIDDIY M ,4coRv® , CERTIFICATE OF LIABILITY INSURANCE 04/12/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisa Marie Aspen Agency Inc PHONEEth 631-471-7575 ac No;(631)389-2439 191 Ronkonkoma Ave E-MAIL ADDRESS: lisa@_aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIL# INSURER A: Southwest Marine&General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C.- 1365 Watersedge Way INSURER D: Southold, NY 11971 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981-89T632 REVISION NUMBER: 36 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TR TYPE OF INSURANCE ADDL SUB POLICY NUMBER MM99 EFF PMILDo EXP LIMITS A X COMMERCIAL GENERAL LIABILITY GL2022RLHOO413 10/15/2022 10/15/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS MADE FRIOCCUR DAMAGE TO RENTEDPREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1:1 JECT LOC PRODUCTS-COMP/OP AGG $ -2 000 000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Par accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTNE Y/N E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 pUTHORIZ EPRESENTATNE Southold, NY 11971 / LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 04/12/2023 at 01:02PM Generated by REScheck-Web Software C�J( Compliance Certificate jD IFE-3-MEGIVR S E P 1 4 2023 ' Project Sligo Construction Corp. 705 Nokomis Rd Southold NY 119JtHD1 (;DEPT. Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg, faces 270 deg. from North Conditioned Floor Area: 2,913 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 705 Nokomis Road Sligo Construction Corp. Tehn Design Group, LLC. Southold, NY 11971 'Compliance: Passes using UA trade-off Compliance: 4.9%Better Than Code Maximum UA: 407 Your UA: 387 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area. Con op . . Roof:Cathedral Ceiling 1,619 38.0 0.0 0.027 0.026 - 44 42 Ambient Wall:Wood Frame, 16"o.c. 2,480 15.0 3.0 0.061 0.060 126 124 Orientation: Unspecified Front Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Unspecified Windows:Vinyl Frame SHGC:0.30 389 0.300 0.320 117 124 Orientation:Unspecified Garage Wall:Wood Frame, 16" o.c. 225 15.0 0.0 0.077 0.060 16 12 Orientation:Unspecified Garage Door:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Unspecified Basement Wall:Wood Frame, 16" o.c. 324 15.0 0.0 0.077 0.060 24 18 Orientation: Unspecified Basement Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Unspecified Floor Above Basement: All-Wood Joist/Truss 1,465 30.0 0.0 0.033 0.047 48 69 Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael A. Caruso - HERS Rater 2023-09-13 Name-Title Signature Date Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 2 of10 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. # Pr �r�spect�An/P�an;�tev�evfir <: sk' .t, ��; s °;w ryQr�ipJes? K ; o►k�rrer� s//1sumpti n ` �-'�'-'.-F= „mot«.,�.-,a •.,.f:m.yt,,.i�.r;, .[st `r-._�. �i�df..+yH .ta,.+'�;>,p.T.;..,...;v r'irw...�,.�:..; ar...l:,y^e�? ;rr^s-�� 's_ r�. r u 103.1 'Construction drawings and 4 _`' "' ". ^A gt<_:.;; .:`;;>,_` ;,=,? a `:, u:" fi.❑Complies ;Requirement will be meta 103.2 !documentation demonstrate n i •- `3 >;`❑Does Not [PR1]1 ;energy code compliance for the 4e, ; " `hr` ��HW.�.(❑Not Observable ! =building envelope.Thermal i�h;�y,�;��`� ; 1�,��,1��u�{Y,+,�� GSa� ; a,� ; envelope represented on i � , `, tM;h' ❑Not Applicable ! construction documents. ,,, h�++rwtaa`,d,r ��aatx+.�Ka��a�:�,k�, "at,w":�u"�n�': sr,�x�a:�,.4ia, rF:tr«'.:`d' 103.1, ,Construction drawings and `° 'a «-;A+„� ,; ;; k:i r; za,.r; , ,;�,0<k DComplies ;Requirement will be met. 103.2, !documentation demonstrate fir, ;"'a 1 ❑Does Not ! 403.7 ;energy code compliance for �a q,,w' PR3 1 ;., a,w ,,. ❑Not Observable ' [ ] lighting and mechanical systems. `"` ' ''` , '° ''`' ;> F, �$k'`.,. to ;Systems serving multiple ^.=;�k�-`� � r.� ;^} t.�z.,��;�� ' ❑Not Applicable I dwelling units must demonstrate `' ly:.iri.',...xi.• jG4•w .N^. l-'.A.-.r%,L rk?.F.. a !compliance with the IECC :Commercial Provisions. 302:1;uE. ,F Heating and cooling equipment is; Heating: ! Heating: ,❑Complies Requirement will be met. 403:7r� 4'4sized per ACCA Manual S based Btu/hr ! Btu/hr ;❑Does Not ; (PR, ,I, '„,.Non loads calculated per ACCA Cooling: ; Cooling: ;❑Not Observable ; °: `r, r.°1'"MI,, Manual J or other methods Btu/hr ; Btu/hr ; `' ; ❑Not Applicable wp.,..rv%a ;'y approved by the code official. ! pp e Additional Comments/Assumptions: 11 High Impact(Tier 1) ;,2s Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 3 of10 SUMP M" -3:0 A protective covering is installed to ;LJComplies Requirement will be met. [.00 protect exposed exterior insulation :E]Does Not and extends a minimum of 6 in. below :E]Not Observable E]Not Applicable Snow-and ice-melting system controls"Ekomplies Exception: Requirement Is not applicable. installed. UDoes Not ;E]Not Observable: tlNot Applicable . AdditioneUCmmmmments/Assummptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Sligo Construction Corp. 7OS Nokomis Rd Southold NYllQ7l Report date: 09/13/23 402.1.1, :Door U-factor. U_ U_ Ucomplies :See the Envelope Assemblies 402.3.4 :table for values. ElDoes Not �[]Not Observable :,E]Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- U_ Complies :See the Envelope Assemblies 402.3.1, !average). ElDoes Not table for values. 303.1.3 W-factors of fenestration products OComplies Requirement will be met. JFR411 !are determined in accordance E]Does Not :with the NFRC test procedure or )E]Not Observable :taken from the default table. E]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ElComplies ;Requirement will be met. [FR23]1 !installed per manufacturer's Not E]Not Observable E]Not Applicable 1.4�11"_4,,[3ComplIes Requirement will be met. 402.4.3 :Fenestration that is not site built [FR2011 :is listed and labeled as meeting HDoes Not []Not Observable :or has infiltration rates per NFRC 'JE]Not Applicable :400 that do not exceed code I -rated recessed lighting fixtures omplies ;Requirement will be met. iseal ed at housing/interior finish Not i 'and labeled to indicate..:s2.0 cfm -E]Not Observable leakage at 75 Pa. 41. ,�LjNot Applicable 403.3.1 iSupply and return ducts in attics 313Complies Requirement will be met. 'Z]Does Not [FR12]1 :insulated>= R-B where duct i LEI', �u >=3 inches in diameter and >= E]Not Observable return ducts in other portions of E]Not Applicable :for<3 inches in diameter. 403.3.2 Ducts, air handlers and filter �,,41`!`Mcomp lies ;Requirement will be met. Does Not �jointsjfseams compliant with E]Not Observable I International Mechanical Code or :International Residential Code, as able cavities are not used as mplies !Requirement will be met. ducts or plenums. E]Does Not E]Not Observable E]Not Applicable piping conveying fluids R- R- ;E]Complies Requirement will be met. below 55 F are insulated to;--R- UNot Observable 403.4.1 :Protection of insulation on HVAC Elcomplies :Requirement will be met. [FR24]1 piping. []Does Not []Not Observable 0Not Applicable Hot water pipes are insulated to R- R- i0complies :Requirement will be met. �[]Not Observable �,E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: Sligo Construction Corp. 70S Nokomis Rd Southold NYllQ7I Report date: 09/1]/2] Data filename: Page Sof1O �qI, k4 byJed spe;pqlf,� l0s?� ,e ts/M_ i M, Automatic or gravity dampers are • LJComplies :Requirement will be met. [FR19)2° ,`installed on all outdoor airE]Does Not intakes and exhausts. EINot Observable , Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium impact(Tier 2) Low impact(Tier 3) Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 6 of 10 -WI U meA?• Q5,--,AII installed insulation is labeled mplies ;Requirement will be met. or'JINI the installed R-values []Does Not provided. E]Not Observable J! ONot Applicable 402.1.1, Moor insulation R-value. R- I R- ElComplies �;See the Envelope Assemblies 402.2.6 d table for values. Woo Wood CIDoes Not [IN1]1 i Steel Steel UNot Observable f �E]Not Applicable 303.2, !Floor insulation installed per -",,,,'E]Comp lies Requirement will be met. 402.2.8 :manufacturer's instructions'and AN, []Does Not [IN2]1 ;in substantial contact with the underside of the subfloor,or floor :framing cavity insulation is in OV" []Not Observable ONot Applicable LAN contact with the top side of f sheathing,or continuous ""Ns A116 " 1 -- X �insulation is installed on the "UTXR111.-'-, 0", �,�Zul&-;, underside of floor framing an u :extends from the bottom to the :top of all perimeter floor framing members. 402.1.1. ;Wall Insulation R-value.If this is a R- R- :;[:]Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the UDoes Not ;table for values. 402.2.6 ;wall insulation on the wall _J Wood El Wood [IN3]" :exterior,the exterior insulation El Mass ❑ Mass bNot Observable 1 requirement applies(FRIO). Steel Steel TJNot Applicable !i 3032 Wall insulation is installe d per X UP. plies !Require rient will be met. [IN411 manufacturer's instructions. A&XIDoes Not PMME ''',,[]Not Observable iiiEl Not Applicable ZZ"', Additional Comments/Assumptions: I I High Impact(Tier 1) -Medium Impact(Tier 2) JLaw impact(Tier 3) Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 7 of 10 me lite 402.1.1, ;Ceiiing insulation R-value. R- R- ;UComplies :See the Envelope Assemblies El Wood ElDoes Not 402.2.2, E] Steel E] Steel :[]Not Observable 402.2.6 [Fill' 'EINot Applicable 303.1.1.1,Xeiling insulation installed per Blown insulation marked every [F12 Not Observable Not Applicable 40"I'S "'Vented attics with air permeable es Requirement will be met. insulation include baffle 'MElDoes Not 'Ito soffir and eave vents that XlNot Observable Xt !:"�V t!fldb over insulation. Not Applicable El 402.2.4 :Attic access hatch and door R- R- ElComplies :Requirement will be met. [F1311 :insulation �-R-value of the E]Does Not :adjacent assembly. i �[]Not Observable �E]Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies !Requirement will be met. UNot Observable iE]Not Applicable [F127]1 :determine air leakage with T2_ UDoes Not :.either: Rough-in test:Total UNot Observable leakage measured with a :pressure differential of 0.1 inch tlNot Applicable w.g.across the system including ,the manufacturer's air handler ,:enclosure if installed at time of ;test.Postconstruction test:Total �leakage measured with a :pressure differential of 0.1 inch :w.g.across the entire system ,including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfM/100 cfm/100 bComplies ;Requirement will be met. :tests,verification may need to :ElNot Applicable ,occur during Framing Inspection. 403.3.2.1 !Air handler leakage designated ElComplies Requirement will be met. LJDoes Not [F124]1 :by manufacturer at<=; �design air flow. ElNot Applicable A Programmable thermostats Elcomplies ;Requirement will be met. installed for control of primary ��"-IE]Does Not nd cooling systems and rer to []Not Observable []Not Applicable code specifications. 403,rl-21.�,�,';' Heat pump thermostat installed Dcomplies !Exception: Requirement is ;not applicable. on heat pumps. E]Does Not []Not Observable - ONot Applicable -]Complies ;Exception: Requirement is [Flllf,� systems have automatic or El Not :not applicable. Does ible manual controls. access ONot Applicable 1 High Impact(Tier 1) 1,2�'J Medium Impact(Tier 2) �Lowlmpact(Tier 3) Project Title: Sligo Construction Corp. 7O5 Nokomis Rd Southold NY11g7l Report date: 09/1]/2] Data filename: Page BoflU Project Title: Sligo Construction Corp. 7OS Nokomis Rd Southold NY11Q71 Report date: 09/13/33 .&."Reg `,Manufacturer ElComplie !Requirement will be met. an facturer manuals for mechanical and water heating El Does Not systems have been provided. 'XiLjhlor Observable EINot Applicable IR Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Sligo Construction Corp. 705 Nokomis Rd Southold NY 11971 Report date: 09/13/23 Data filename: Page 10 of 10 ISJ( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): boor Rating U-Factor SHGC Window 0.30 0.30 Door 0.20 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments -------------------------------------------------------------------------------------------------------- I W I i `\♦ I w Z J I W j `♦ j ui d M Cl) 00 I o GRADE GRADE I -- -- - -- - - } u '-' '-' u y 1 --- - -- - - --- I I I I I 1 PROPOSED FRONT ELEVATION ws ----------------------------------------------------------------------------------------------------------------------------- w ;/ �`♦ ' w W I / \ 1 W 0 1 ------ `♦ ° 1 a- p Is° FM - --- ------ ------ - - `� ny p Cl) a- 1 I � M Jlc- I / ♦ 1 j --- j I ® I - - 00 1 GRADE ------ 00 GRADE I I I I Q >) I I I Q PROPOSED REAR ELEVATION z p M NTS 6 N W �/-------------------------------------------- ---------- -- -- - - \ SEAL 1 • \ �� R� A W I %� - ��♦ i w Cy I , ♦ 1 � �iti �. a i ----------LU ♦♦ I �� i o / i M �1 OF NE i \ 1 1 N ______ �\ I 1� ------ ------ \� I I 1 I � I GRADE ------ GRADE II I I I I II U I I I I I-I co p I I I 1 T- w I I I I CV) Y 00 W CO 2 C? U co PROPOSED RIGHT SIDE ELEVATION `- CO WS Q' � 00 0 W w w m Z jr Z O -J it Z Q O o O I / \ Lo N Q I ,/ ♦ I ti � m W , \ w I , ♦ I J i / W O 450 --- `\ qy M m 0 En \� M V U z N b Z o 1 N I Z -j m M ------ — \�i J w J N r 1 w 0 W�/ U) 0 I r Of w O �- Q z w 11 �____________________ u z 0 (� a U) w w a ~ Y ~ z N PROPOSED LEFT SIDE ELEVATION o W W 0 � W I NT5 a U Z a I— 01 Lb DWG NO e 1 1 ------------------------------------------------------------------------------------------------------- w I `\ w Z i � �♦ 1 Z w I \\ I w 1 / I i N — _ ------ \` r \`I aQ GRADE ------ GRADE I I I u u I I u I I I I I I 1 PROPOSED FRONT ELEVATION KS ----------------------------------------------------------------- w z z / I w M0 I 4So ,�' --- \\\ Qyo I 0 ch r 7 I --- I C) Q ' GRADE GRADE ' 0 Q I I 1 n. I I I I I I 0 Q PROPOSED REAR ELEVATION z O c') NTS >n W `- � rn ------------------------------------------------------------------------------------------------------------------------------------------- SEAL ERE ARC w z \5� N.K. TFy I z I r -C O W 1 ' ---------- \\\ j W n r I — N \\ I I I I I GRADE ------ I � GRADE II u °r° w I I I I Cl) Y U co = � U PROPOSED RIGHT SIDE ELEVATION co CO NT$ � (Y 00 0 0L IwIJ W (p Z Z O -j -' w z Q O 0 O r` Oo LO VJ T W N Q Z I / \ I w 1 i ------ \\ I w CL i bo `\ I Z z J m M 1 / ------ - N \ I —� w —� O� N ' w 0 <� I I o I ----- o w Q z w II Q u z — U �- w CY) w 0 U � 0- , OU5Z co 0 z Y = = W N PROPOSED LEFT SIDE ELEVATION0 Ow a ELU Z ¢ I-- o L,6 DWG NO 1 1 ----------------------------------------------------------------------------------------------------------------------------- • I W 1 / _ `� W ILU 4 \ o 0Zo I`y 4S° M � I /lE` � �i I � `� I zo I ® L I I 00 o I _ �0 I o 1 I GRADE GRADE 1 ir -- I I I I u u I I I I 1 I I 1 I PROPOSED FRONT ELEVATION NTS /r---------------------------------------------------------------------------------------------------------------- 1 ` w ► `� ; w - - -- _ - = W 1 i / ------ I En a_ I I ® I 00 1 Q 1 ------ on - GRADE GRADE I QO I I I I I I I I I PROPOSED REAR ELEVATION Cl) IL z O Co NTS U) v W � ix rn ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I SEAL 1 � `� z - \`\ i Z ��S��N.K. T Fti it I �7- WI i ---------- .\ M I /� ------ `` ° M p 4S° ; ------- M --- .\ A5 I / � I I N \\ I 7 I I I I 1 I GRADE ------ GRADE II u i i i i 00 w I I I I M00 w Y co m � U PROPOSED RIGHT SIDE ELEVATION M NTS Y Y 00 O W w ci w cnz Wz O -� z Q O 0 O -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 10 ti ' ` o O N Q i U) e- m ZI W i \` I Z I �W ------ \\`� I I ' W 0- 4S° � --- `\ w cil 0) CU z o --- > W O I I I o ix I I I === I I -- w W O UI 1 w 11 Q z w - Li �____________________i u (n cUnl I w U) W Ytz N PROPOSED LEFT SIDE ELEVATION w -j() W P M a NTS EL U Z a H of W DWG NO e 1 1 112 ("ENE_RAL DOTES wo"� I M E ELLIN I n 10 VV Uw " GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. PIX P wo Z) ru 2. ALL WORK Sf ALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS 1'VELL AS;-.L CURRENT NEW YORK STATE CODES � , .. .-.. 3. ALL UNIJOTE-OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: .d DU THAT THE 'CURSE OF CONSTRUCTION THAT DISAGREES WITH T HAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 4 ON i HESE PL:NS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE � ! THE ARCHITF_T OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND r CD'.TIN'JE T. WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY A<<!'dNG THE EFRQM MECHANICAL CODE NOTE: 4. NC DEViATIC ,S OR C IANGES TO ANY PERT OF THESE PLANS SFA.LL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF 1 D, F%.g FIR`.T A' PR( ED BY HE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. Dr, WELLS S REQU.RED BY STATE ANC)LOCAL CODES. 6. AL..DIN ENS'. NS HEREIN ARE APP?OtJt\ATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO i EVISICN S PER,;CTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 705 NOKOMIS ROAD Ai J'=:AS DIRE-TED AN WOR APPRO'v ED 3`t THE ARCHITECT OR ENSINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. CVJ JER!CO:,`RACTCR ARE RESPONS,BL.E TO OBTAIN INSPECTIONS,APPROVALS, CEF\TIFI SATE-,CERTI-ICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: SOUTHOLD , NEWYORK 8. THIS SETOF LANS ISTHE PROPERTY 0-TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ON. PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROII'ECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CO'.STRUCT.D).THE PLANS SHALL NOT E E ALTERED,REPRODUCED OR USED IN ANY WAY WITI TOUT WRITTEN PLRMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE:IS RESPONS!5LE FOR DESIGN INTENT ONLY. 1 TITLE SHEET & PLOT PLAN TO THE BEST OF MY KNOWLEDGE,BELIEF ANn PROFESSIONAL 1 1C.ANY MATERI=•LS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE F.EMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 2 FOUNDATION PLAN A 0 ED AS 140TED 11. C• NTRACT=R SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDk-=_)AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE OA B.P.* Wld RETAIN STORM WATER RUNOFF ff THIE'PROJEC WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS JJ\\ PURSUANT TO CHAPTER 236 TO LE FOLLO 'ED. I R S T FLOOR PLAN FM uBY. OF THE TOV,74 CODE, N TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED 12.IT IS THE IN 1 ENT OF THESE PLANS� NOTE 3 F NOTIFYB ILDING DEPA M TAT COI\STRUCTi- N. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 4 ' SECOND FLOOR PLAN 631765-tao2 eAM To 4PM FOR THE MINIMUM UNIFORM DISTRIBUTED LIVE LOADS TH; T' MNY N�'�HAVE SEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE FOLLOWING INSPECTIONS: [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI 13.AfJ AND AL- DISCREPAACIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. c � i 3.FIXTURES TO BE PROPERLY VENTED. 1. FOUNDATION' CON ��)�'��I!�r'J - •� USE LIVE LOAD 14.�.'V,�L AND C. ILING F NI,,HES SHALL EE�P�ACCORDANCE WITH SECTION R701 AND INSULATION 5 ELEVATIONS FOR POURED _t, �DO NOT PROCEED WITH SH:-LL FE IN CCCORDANCE WITH SE;;T;,N R316. NOTE. 2, ROUGH-FRArm,,*&HLU.'ki! 'JG FRAMING UNTIL SURVEY:;, UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf 1 E.I J i ERI OR V LL COVERLJG SHALL BE IN ACCORDANCE WITH SEC ION R702 AND a INSULATION OF FOUNDATION LOCATION UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf ER OR\. ,LL CO\ER NG SHALL E If!ACCORDANCE WITH SECTION R703 16."N S Pr M"� OJE.T COLIES W/THE tJE`.:Y_`RK STATE 2020 RESIDEf:TIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIE` SMALL 6 ELEV ATIONS. 4. BE COMPLETE FOR C.O.FINAL-CONSTRUCTION rv9UST HAS BEEN APPROVED. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf BE VARIFIED IN THE FIELD BY THE CONTRACTOR, ALL CONSTRUCTION S>-1A1_L MEET THE EXTERIOR BALCONIES AND DECKS(e) 40 psf CH I`,IC -SYSTEM C9.1PLIES CH;=,PIER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE JPAEWG fSTEM CCf.1PLIES CHAP'TE^24 THROUGH CHAPTER 33, REQUIREMENTS OF 'LtCh`i r i�Nc4V FIRE ESCAPES 4o psf =' ECTRICA, SYSTEM C D'�1PLIES NFFA: � N„TIONr�L ELECTRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT, 7 SECTION & RISER DIA YORK STATE. NOT , ��:,�s"?!SiF�'-l. f UR GUARDS AND HANDRAILS (d) 200 psf(h) 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY DESIGN OR CONSTHUC FOIv tRHUtiS GUARD IN-FILL COMPONENTS(f) 50 psf(h) CAF\OD,TR . : FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK r '.1 -- - 8 NOTES & DETAILS .�.t �•• � - 1. AI. LU 13E:.SHALL E>E D.F.#2 OR 3ETTi R UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. "TRUSS PLACARONG REQUIRED PASSENGER VEHICLE GARAGES(a) 50 psf(a) ROOMS OTHER THAN SLEEPING ROOMS 40 psf 2. Al' LUTABER'-0 BE A MIJIIIVIUM O s"�',B(_°lE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLAfJW,` ^"F APP9i0VED SLEEPING ROOMS 30 psf 3. SIL'S TO BE LASHED(TERMITE SHIc'.D;1N/SILL SEAL.SILL TO BE A.C.Q WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTM_NT OF 9 ENERGY SEALING DETAILS STAIRS 40 psf(C) z X 6° u o J BUILDINGS. COMPLY WITH ALL CODES OF 4. ALi.JOISTS i NGERF TC BE"TECO"OR`OUAL, FULL SIZE. = Z 5. DO ,BLE HE-. ERS AHD P1,WERS AJLT ALL OPENINGS. (U.O.N.) O BRACED WALL PLAN NEW YORK STATE & TOWN CODES FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPP„1 SQUARE INCH 645 MM2,1 POUND=4.45 N. 0 AS REQUIRED AN D CONDITIONS OF ELECTRICAL A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 6. DU'18LE J01' SUNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR w 7. AL!_ EE,,f,^S, 'IRDER:�,HEADERS,ETC. T:D WI VE A MINIMUM OF 41"BEARING. 1 1 BRACED WALL PLAN S0j ZB'A INSPECTION REQUIRED WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT 8 ALI-bti'If,DOV _ TO BE IN COFIFORM",fv':E 7 kTTACHED ENERGY'TATEi:,ENT W/ SOb7HOIO TOWN PLAMING BOARD CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS, SEAL DETAIL C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN MCC.ELS NU! r'.ERS OIJ PLANS. TEES AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. �E D ,R C 9. PR_�VICE AT__'EAST(11 WINDOW(OR.DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 1 2 NOTES � D. A SINGLE CONCENTRATED LOAD APPLIED IWANY DIRECTION AT ANY POINT ALONG THE TOP. \/� ES ,APE. IN C NFORI..AN,3E WITH 2n2J Nr VV YORK STATE BUILDING CODE E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. S t\ SE : R310 M OPENING OF 5.7 SQ.~ __T 5.0 SQ.FEET @GRADE LEVEL WHEN GRADE F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY .,; � APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH TO 'ILL IS LE S THAN 44' OR LESS)VJ,I'vl„11ML'M NET HEIGHT 24",4IJD MINIMUM NET WIDTH 1 NOTES & DETAILS F:0"(OPE .-;TION V110 NEED FOF;TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 3 ELL PLUr.'E31ti-a VVASYE' ANY OTHER LIVE LOAD REQUIREMENT. &WATER LINES it S N H E-D - G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR - 10. EX t ERROR�. JDOWS ARE TO BE D__S!Gf;ED IN ACCORDANCE WITH SECTION R609. '�+ ^' .Ti`STrNG ucF't.r:E C�..:'v`CF�I WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 �� ALL GL011 : SHALL CO`\IFLY W T i EC,ON R308. INCHES IN HEIGHT BY 24 INCHES IN'NIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. r r 14 INJOTES & DETAILS OCCUPANCY OR 1 1. c'AIR VAY SHALL F E DESIGNS)if; C' ORDANCE WITH SECTI D JS R311.5 TO R311.5.7 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS r 12. f IC STURE`. .POR E`RR ER IS TO-'E I''J TALLED ON THE WARM-IN-WINTER SIDE OF THE ARE MET: \\�F I�E`� USE IS UNLAWFUL -=J If 'LATION .ALL F! AVED WALLC.F'.C_`%RS,ROOF AND CEILINCS COMPRISING 5 INUTES &- DETAILS 1. r THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR EL. AEN'TS C, THE B'JILC ING THEF:/V L L.,VELOPE IN ACCORDANCE WITH SECTION N1102. WITHOUT CERTIFICATE PLUMBER CERTIFIOAT/ON I HEIGHT IN THE ATTIC IS NOT LESSTHAN 30 INCHES. : HA'_T SF JGLES ARE TO BE I(\FTr:E E D I:J ACCORDANCE WIT F:SECTION R905.2. 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 13 A OFOCCUPANCY ON LEAD CONTENT BEFORE 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. CERTiPICATE OF OCCUPANCY THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF EL. CT R I C ,L- ` NOT LESS THAN 10 POUNDS PER SQUARE FOOT. 1. F!L N-VIL`. ,';STALLED ELECTRICAL 1,RK OR APPLIANCES SH ALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N T S SOLDER USED IN WATER H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO NE PA r 0 N;. TONAL ELECTRICAL CODE SUPPLY SYSTEM CANNOT EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE 2. C..NTPACT R WILL FURNISH A FIRE UNDER1,NRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE Blo�vcr door EXCEED 2/10 OF 1%LEAD. DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. CO � THE PROJECT IS WITHIN A HURRICANE PRONE REGION CLIMATE ZONE 4A 00 w OF wo,RK. and ductworl�a CO 3. Ei CT,RICA' ,HIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 testing required. AN')LOCAL TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIATABLE R301.7 Must provide Manuals ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c JILDINC DEPARTMENT. 4. Sn OKE DEl: CTION.4S PER N.Y.S.COD= SECTION R314. At' SMOKE L ETECTORS SHALL BE INTE�tCONNECTED AND HARD WIRED. MEAN D9 J and S as per ALLOWABLE 5. E: HAUST F R THE CLCTHES DRY ER S-;ALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR STRUCTURAL MEMBER DEFLECTION GROUND FLOOD FREEZING ANNUAL �'S Energy Code 6. T E EXISTI ..3 ELEC.RICAL SYSTLfv,,1-�<-,LL EE CAPABLE OF HANDLING THE IMPOSED LOADS OF d DESIGN DESIGN UNDERLAYMENT RAFTERS HAVING SLOPES GREATER THAN 3:12 LI180 SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE BORNE ° FROST LINE HAZARD TEMP All exterior lighting PE:)POSED: DDITIOiL IF NOT,SYSTEIA HA'_L BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND CATEGORY 'WEATHERING, TERMITE TEMP REQUIRED INDEX b g WITH NO FINISHED CEILING ATTACHED TO DEBRIS DEPTH RAFTERS FOUNI)AT,')NS CONCRETE ,^PJ; MASONARY: MPH EFFECTS k REGION installed,replaced or 0 Y INTERIOR WALLS AND PARITIONS H/180 -- - 1 MILE B 3 FEET 15° YES INSERT FLOOD - 599 51° ]repaired shall conform � 1. ! L FOOT! SS TO L EAR UPON FIRIV,VIr GIN,UNDISTURBED SOIL. 20 PSF 130VUIt NO NO FROM THE COAST SEVERE HEAVY FLOORS L/360 n 0 0 BOF ZONE OR NIA to Chapter 172 Q >- 2. S�IL A.SSU ED TO F AVE A MINIMIJI'A BEARING CAPACITY OF(1)TON/SQ.FOOT. of the TOWN Code CEILINGS WITH BRITTLE FINISHES(PLASTER&STUCC ) LI360 O L W CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) LI240 3. FLOTINGS O REST AI'lIN3'0"BELOW GRADE. U.O.N.STEP FOOTINGS @1:2RATIO ` 'MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS C) ALL OTHER STRUCTURAL MEMBERS L1240 � 0 � W ;1'.RISE MA Q a O _j .J W EXTERIOR WALLS WIND LOADS WITH PLASTER OR H/360 �z O < O 4. V. NLLS TO _POURED CONCRET-OF S'ZE AND REINFORCEMENT SHOWN ON _ STUCCO FINISH O 2 2 NS (U. N.) ALTITUDE INDOOR DESIGN EXTERIOR WALLS-WIND LOADS WITH OTHER z WINTER SUMMER HEATING TEMPERATURE BRITTLE FINISHES H/240 0 0 > 5. R BACK F SHALL BE PLACED,'G.,Ir!ST FOUNDATION WALLS LNTIL FIRST TIER OF ELEVATION I.AT CORRECTION DESIGN TEMPERATURE m aMLJG C PROPER BRACING I: IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE EXTERIOR WALLS-WIND LOADS WITH d r- �) FLEXIBLE FINISHES H/120 G. F OTiNGS 0 BE Oi POURED COAC,;E 1E OF SIZE SHOWN ON FLANS. 7. - L 0,'ENI .) -S FOR GS FLUES,U ILI'TES,ETC.TO BE FILLED SOLID W�TH CONCRETE. 98 FT 400 I' 15°F 85° F 1.00 68° F 75° F F3° F LINTELS SUPPORTING MASONRY VENEER WALLS e U600 _GI�CEi WITH_EA A POCKE J S ARE TO BE STEEL SHIMMED VV 112"SPACE @ Note:L=span length,H=span height. S r ES AND ADS. U o.r:. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, 8. A'.L CCf;CE ..TE TO HAVE AN ULTI AA7 E COC9PRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE 3,C00 F.S.I., _L EXTERIOR MATERI'1L'3 TO BE AIR-ENTRAINED, - COMPONENT AND CLADDING(ASO)LOADS OBTAINED FROM TABLE R301.2(2). LJ 0) 3,,00 F.S.I. 'RAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 10° F 15 MPH 7.5 MPH 72° F MEDIUM M 45-55% 32 GR 50% RH o N 9. C'.'fJC BETE LABS TO FEST UPON fd,INI!.1UM 6"OF FINE GRAVEL OR SAND WITH @ B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH z U J z CD OF THE CANTILEVER. Z 0 A:,:IMI.:M 61 .L. POLY.V.3.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR --I W N WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING w 2 a- 10 ,,..L S_ABS.,BUTTI�.G FRAMING FLA`;H.D AS DETAILED IN PLANS. EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION � co11 :.RI&<VE,_.ER TO BE ANCHORED bW 0)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SHALL NOT EXCEEDNG FOR CONTINUOUS ALUMINUM STRUCTURAL LU O F' ERY 18" C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION 0 SHALL NOT EXCEED L1175 FOR EACH GLASS LITE OR L/60 FOR THE �i A-wE:P H__ES @ 4'0"O.C.MAX TO UI ECT ANY CONDENSATION TO THE EXTERIOR. MEAN ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT. r- WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR 12.t,,PLY(1) J.AT OF,ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD ANNUAL FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM z Q i i,OM 00 t,JG TO "ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED d DESIGN DESIGN UNDERLAYMENT FREEZING TEMP ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL 0 SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX NOT EXCEED L/120. 0-1-DELIMIT RAPHIC WIND DEBRIS 'WEATHERING, TERMITE REQUIRED D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD � U MPH EFFECTS k REGION DEPTH W � LLI 13.1 HE 1.1ASC ,ARY Ci IINIIJEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H1180. (n _ 1 MILE 3 FEET MODERATE SEE ° E. REFER TO SECTION R703.8.2. S C AUMB„!G, M:_CHANICA`, FUEL GAS, A/C: 20 PSF 130VUIt NO NO FROM THE COAST B SEVERE YES NO 599 51 0 O t v BOF TO HEAVY BELOW O U' N o & FIRE ISLAND 0 z V _ _. 1. P_UMBINC 0 COf,,I LY VV.TH THE 20._0 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 r' VD 2020 r.G.C.ALONG WITH THE_OCAL BUILDING DEPARTMENT. w O LL! Q r 2. SITE SANIT RY SYSTEMS F,RE TO COfJIf LY WITH S.C.D.H.S.RECUIREMENTS. WINTER DESIGN TEMP, 3. F.UM;iNG 1ECHA:,ICE L,FUEL GAS SYSTEMS SHALL COMPLY'N'ITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN! OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY L,V✓, NO S CTONS OR PLU.✓161NG CODE (CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72" F HEATING,MINIMUM 75° F COOLING -- A, .D FUEL AS CODE(CHAPTER 24)CF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS ( ) NY LAGUARDIA 4811 ,WINTER DESIGN TEMP15°F , DRY BULB 89° F,WET BULB 75° 2020 IPC APPENDIX D r� - :. I L W.',STE ,N -AS PER D VEfJTS ABOVE FL OC`R _HALL BE SCHEDULE 40 THICKNESS CHAPTER 16 SECTION 1609 AND ASCE 7 2016 WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST SON BE-L(--i'J`-)AND SP.3C,T BELLOW AND THROUGI CONCRETE. 5. E EX.H ,TING/l,.C. SYSTEM SH,-L BE CAPABLE OF HANDL NG THE IMPOSED LOADS OF -USE C FOORR BOTH SOUTH COUTH SHORE AND FIRE ISLAND P30POSE ADDITION IF NOT,SYS�El,:SHALL BE UPGRADED TO MEET CODE COMPLIANCE. PROVIDE LSSU28 JOIST HANGER @ RIDGE TO EACH ROOF RAFTER 25-0" 00 50'-0" 410 TYPICAL @ NEW CONSTRUCTION 23'-10" 8'-0" 18'-2" 1 1/4"x 20 GAUGE GALV. V-2NG z„ 3, 3„ STRAP EACHTYPICAL. RNG OOF RAFOTER 4"x 4"POST ANCHORED ON (4)8d NAILS 14"0 x 36"FTG.BELOW GRADE EACH END AND 4"-6"ABOVE GRADE EA.ROOF RAFTER 2-2"x 12"PT GIRDTR —7 ., A 7 12 2"X 10"LEDGER BOARD LAG BOLTED VARIES ° TO DWELLING W/1/2"LAG BOLTS @ 4"O.C. ROOF RAFTERS(SEE PLAN) ------------Hg-fflN----------------------------------2�817-WHV-------- AS-PER-TABLE- .2-------- ------------------------------280-WIN-- ---------, 112"EXTERIOR GRADE PLYWOOD S rO6 ti .• : I SHEATHING 11 -------- ----------- ---------------------------------- r------------ -------------------------------- ------ ---- - ASPHALT SHINGLES(AS SELECTED BY OWNER8"X16"CONE FOUNDATION WALL -- -1 8"x 16"CONE.PIER W/8"X 16"CONC FOOTING @ MIDSPAN? LATERAL BRACING I I ---wKGRAOF 0+�8UN-DATIBN-C-DOOR-------________ _______ _ _ _ ____ _ _ ______-� TOP&BOTTOM I I BATT INSULATION(SEE PLA CEILING JOISTS PLAN) p I SEE DETAILS A, C SHEET#12Zk I i N(S N) H --- ---------------------------------------------------------, rl 1 I 0 U) I I r - - - - V I I I I o f C..> U) c> cA I I - I I Eo L F- I 24'-4" I I o `- 48'-8" - cr of o I I , 0 _ - o I x _ 0 I ---- -- ...- _ iN ?< w x w I ` z 1 I I N "- N "- I (V o i `: I PROPOSED i FASCIA z I - I 1 1 I 1 3"CONTINUOUS SOFFIT VENT CD I I U N EXCAVATED ` I I i 1 6'-11z' 6'-112" 6'-111' 6'-3" 6'-3" T-8" T_g I I SIMPSON STRONG-TIE H2 o i - 4"THICK POURED CONCRETE SLAB WITH I I 4"STEEL COLUMN W/ ALIGN COLUMN W/ I I @ 16"oc(EACH SIDE) a I I 6"x 6 x 1.4 x 1.4 WWM REINFORCING I 24"x 24"x 12"CONC. POST ABOVE I o I I OVER 6 MIL VAPOR BARRIER OVER 3" I I --- - �I I I r- r-- FOOTING 01 12'-0" R.C.A.COMPACTED BASE. ' -------- ----- - —-—-—-—-— -------- ° PITCH SLAB TO FRONT I I I I 3-2"X 12"W(ODIOD ER I III I I 3-2"X 12"WOOD GIRDER I I I 3 2"X 12"WOOD GIRDE ao I •.. I 4"STEEL COLUMN W I I / I L----� II �----� III �----� �----� �-- -� 1 24"x 24"x 12"CONC. I I III 1 FOOTING r ' I '` i "STEEL COLUMN W III i it I I I - I I / 4"STEEL COLUMN W I I - �? c') I I I I I I 4"X 24"X 12"CONC. III III „ „ „ III III 24 x 24 x 12 CONC. I I cv 1 1 N I I I I DOTING UNDER POST ABOVE FOOTING I I I I I III------4-- .-___---- •: 18"X 16"CONE FOUNDATION WALL 11 ==_=-== ==F==-=�I I N I L____- 1 1 I W/8"X 16"CONC FOOTING o : I I 1 o III I I IIIo i of I I I I / t o I I I I I I�� III U- I I @ 1 I I w III I III w EXEC. I L I / I � III S.D. BOILER z I 1 m m 11 I I m p I I 1 I , = III d III m C.M. _ o o I I�I m I I I o DET. o VENTED TO EXTERIOR PER CODE o I �; cn o I I I I I III „ „ I- I ; VINYL SIDING(AS SELECTED BY OWNER) / z I 114' PITCH N 1 1 0 111 -_J N 0 5/8 TYPE X FIRE BOARD ON I ; / _ i-- - III Uc3 CEILING ABOVE BOILER I I R 3 RIGID INSULATION BOARD / o I 1 I i N o III �___-__ III N o i T`-r•°-1• 1 TYVEK BUILDING WRAP I I cn T_E�J I 0 1 i i I X i i i � �______�i i X o - .• 1 1/2"EXTERIOR GRADE PLYWOOD SHEATHING / t o 1 z ,' 1 LL I -�i i `" LL 10i I 2"x 4"STUDS 16"oc / ° I o I 1 11 I I -------I a I :• r---- 31/2"BATT INSULATION R=15.0 /`- -� 1 I > 0 1 I I I III III I I I I w I I 111 111 I I 1/2"GYSUM BOARD 0 1 I I I III III I •: ; I I �--____-- LATERAL BRACING I I 1 111 48'-8" LATERAL BRACING LATERAL BRACING I I SIMPSON STRONG TIE FTA 16"oc OR t 8"X 16"CONC FOUNDATION ALL I I TOP&BOTTOM III 18"x 16"CONC.PIER TOP&BOTTOM OP&BOTTOM 1 1 @ N I W 8"X 16"CONC FOOTING I 1 III I I 1 `r 1 1/4"x 20 GAUGE GALV.STRAPPING, I I ' SEAL / I SEE DETAILS A, C SHEET#12 MIDSPAN r-- -� SEE DETAILS A,B,C SHEET#12 SEE DETAILS A, ,C SHEET#12 1 1 s, I I I I EXTENDED 12" BEARING FROM FLOOR ____ ______________ _________________ ________________________J L-f----------- ---------------1�1----------------J1L----------- L----------------------------------------------- ------ --- L —f� I FRAMING EACH DIRECTION @EACH STUD --------------------------------------------------------- - „ „ ------------------------------------------------------- -------------------------- „ „ -------------------- --- 2 X 10 LEDGER BOARD LAG BOLTED T 2 X 10 LEDGER BOARD LAG BOLTED T I I 7 TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. I 1I "moo AS PER TABLE 507.2 AS PER TABLE 507.2 2-2"x 4"TOP PLATE hco 0 co 0 ' cr_ of 4 x 4 POST ANCHORED ON 0 4 x 4 POST ANCHORED ON _ 0 4 x 4 POST ANCHORED O c ��1 14"0 x 36"FTG.BELOW GRADE °° 0 14"0 x 36"FTG.BELOW GRADE °° 0 14"0 x 36"FTG.BELOW GR DE F AND 4%6"ABOVE GRADE N AND 4"-6"ABOVE GRADE AND 4"6"ABOVE GRADE ° 2-2"x 12"PT GIRDER -� 2-2"x 12"PT GIRDER �' 2-2"x 12"PT GIRDER �' 2-2"x 12"PT GIRDER �'' 2-2"x 12"PT GIRDER ° ---------------- ---------------� ,----------- --------------- ------------ � I I I 1 I 10'-4" 10'-4" 7'-8" 10'-4" 10'-4" 6" 00 i I I � � 1 co Y 25'-0" 50'-0" ~ Lu � w 3/4"SUB FLOOR GLUED AND NAILED i i 0 75'-0" FLOOR JOISTS(SEE PLAN) r- 5 BATT INSULATION(SEE PLAN) c` 'o PROPOSED FIRST FLOOR PLAN 7 "SIMPSON"GAUGE COILSTRAPOR 1 1/4 x 20 GAUGE GALV.STRAPPING, 1/4"=1' 0" STRAP EACH STUD 12"MIN.BEARING WRAP STRAP UNDER SILL @EACH STUD I ��"" ------------------ INDICATES LOCATION OF SHEAR WALL HOLD-DOWN I � O BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 le 2"x 4"SILL i , NEW CONSTRUCTION (TO BE INSTALLED AS PER N.Y.S.CODE) 2"x 6"P.T.SILL I < O O --------------- ALL FASTENERS SHALL BE INSTALLED WITH STRICT I i O TO BE REMOVED ACCORDANCE W/MANUFACTURER SPECIFICATIONS ANCHOR BOLTS(REFER TO PLANS I _Z I u FOR SIZE AND SPACING) i I � � L � z SILL SEALER 1 jol 0 J Lu EXIST'G STRUCTURE HOLDDOWN CONNECTION NOTE TERMITE SHIELD t o o o O HOLDDOWNS SHOWN ON FOUNDATION PLAN ARE CONNECTING FOUNDATION TO FIRST FLOOR 8" I j111 1� I f� o O Q �� L� D HOLDDOWNS SHOWN ON FIRST FLOOR CONCRETE WALL GRADE O° 1 I I r— � m _ PLAN ARE CONNECTING FIRST FLOOR —III- -III d1 _ #5 REBAR(1/2"DIA) TO SECOND FLOOR (AS PER WFCM 2001 TABLE 3.2B) (_III— Alr�l a"ANCHOR BOLT @ 45"O.C.FOR 13 STORIES —1 1 I-� 11 1 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE 5/8"A.B.@ 45"O.C.WITH 2"ANCHOR BOLT @ 30"O.C.FOR 1-3 STORY 110 (EXCEPT SLAB AREAS)SHALL BE DAMPRO10FED WITH AN ELASTIC NOTE: 3"X3"X 1/4"PLATE WASHER 1.MIN.7"EMBEDMENT INTO CONCRETE COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. 8 POURED CONCRETE ' w/3"SQUARE WASHERS AND END NUT SETUP FOUNDATION WALL 1/2"EXPANSION JOINT 1. EX.AVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER 2"x6"SILL PLATE 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR WORK AS.MAY BE NECE_SARY TO THE DEPTHS AS SHOWN ON THE OR REPLACED BY HOLD DOWNS FOR SHEARWALLS i11 u ` U' W O N DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL CONCRETE WALL 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. U 11 a z 0 C) z p HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. J _I O N TO 12"MAX.FROM ENDS OR CORNERS 16"x 8"DP.POURED CONCRETE FOOTING 91 a a m 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. a -I 1 -I 1-i l- W 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT °' - *ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 111 -III-III I � - W a' M N i a II II —III ` u MINIMUM BEARING EEAhING SOIL CAPACITY OF(1)ONE TON PER SQUARE FOOT VAT[,A MINIMUM OF 3'-O"COVER. M'ef � FOR HOLD-DOWN ANCHOR a �""� �� _ 3. All CONCRETE SHALL EE 3,500 P.S.I. 5/8"X12"ATR ANCHOR MIN. � IY O 4. WHERE THE WALLS AR:POURED TO GRADE,AND DAMPROOFED, THE '� 5.5"EMBEDMENT SET IN #5 REBAR(1/2"DIA) 3 � p CONTRACTOR SHALL BACK ILL AGAINST THEM WITH CLEAN EARTH.CARE ACRYLIC TIE ADHESIVE(AT) W 0 z w I I 0 ' 4"CONCRETE SLAB ON UNDISTURBED BASE z 0 0 c SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL o 0 L - v TO BE FREE OF WOOD,TRASH,ETC. r' � W W 5. THE EXTERIOR SURF"%ICE OF ALL FOUNDATION WALLS - BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAN1'ROOFED ' N r> RIM JOIST 0 W (� �� Z N WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 7" 5" � z ~ _ PLASTIC CEMENT. TYPICAL WALL SECTION 1'0" 3'9" L L 0 W Iw- 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. a 0- u Z I_ o ' ti 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE /�%j//.', DETAIL "All 4 -1 D C VJG NO THAN 7 PERCENT. ( ' 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. ANCHOR BOLT SPECIFICATION N.T.S. m � i 75'-0" 25'-0" 50'-0" 2'-10" 22'-2" 7'-4" 9'-10" 10'-8" 11'-3" 10'-11" NOTE: 8' 0" 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE A WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK 7 STATE. 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN EGRESS SAFETY G ASS C° ACCORDANCE WITH SECTION R613&ALL GLAZING SHALL COMPLY co 2-NEW 3046 DH WIN NEW 3046 DH WIN EW-60SLIDER 2-NEW 3032 DH WIN WITH SECTION R308. 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION 2-2"x 12"HEADER - " C HEADER 2-2"x 12"HEADER I 2-2" ER 1 r R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. 2068 ----J ® L------------------i 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE M 14'-4" 6'-4" 28'-0" i INSTALLED IN ACCORDANCE WITH SECTION R703.4 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE VENT. i WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK OI STATE. PROPO ED 1 0 VENT HOOD OV R STOVE 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN N �'p _ _ i TO VENT TO EX ERIOR AS 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN 68 0 0 1�- o � o � o � O 1O PER RCNYS ili = W = v_> co cn cn I ACCORDANCE WITH SECTION R316 - DETAIL"G" SHEET#8 PROPOSED o o PROPOSED - o PROPOSED-' o I 8.THE FIRE PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE -' dU-' @� I FIRE SEPARATION(4 GARAGE ALL Elf BEDROOM CN' o N o DINING ROOM N o KITCHEN N o i - WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. X X o x X o I c' 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE o CN �- �v '� N 11 9-0 CEILING HEIGHT �., w I _ o W 9-0 CEILING HEIGHT 9-0 CEILING HEIGHT 1 N WITH SECTION M1502 o I 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS Lu W PROPOSED 1 F_ v' S.D. M OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL < Cc) ° cn GARAGEC.M. BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE o X - o - o cb o . �66 - VENT. N co co PROVIDE 5/8"TYPE"X" c� o�O p6� ❑® 12'-4" 15'-8" 1 WITH SECTION R318 r_ Z GYPSUM BOARD ON WALLS z "' PROPOSED X N oO w &CEILING OF GARAGE ° w HE LAV C°60 "' " T&S ALL JOINTS N U DE CTDR Lu o BUILT-IN o 7 w --- --- - BENCH ELEC. N " n n n S.D. 2-13/4 x 117/8 LVL W/3/4 STEEL PLATE LU H HDR 2-13/4 x 117/8 LVL W/3/4 STEEL PLATE.F USH HEADER 12'-4" 12'-4" _ � DIET. o LL T 6"X 6"PSL POST W/ POS cV c "' 4"X 4" - DECO ENCLOSURE. W o POST / / o /4 HOU M 3/4 HOU COORDINATE W/COLUMN BELOW o � NOTE. 2-13 4"x 117 8"LVL FLUSH HEADER > 868 2668 = % 00 N 2-13 4"x 117/8"LVL FLUSH HEADER N .C.F. S.C.F.P. 4�X 4" x N 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 4"STEEL COLUMN W/ .1 P T 2-13/4"x 117/8"LVL FLUSH HEADER c� , POSTS ABOVE. 24"x 24"x 12"CONC. x -- _ --------------------------- w N Z DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND �(� FOOTING — LINE OF SECOND FLOOR ABOVE o `1✓ POS � 1 40 Q STAIR WELL OPENING. (PROVIDE METAL JTS. so� `L�� I = HANGERS ASREQ'D) \� 1 o f- o DOUBLE ROOF RAFTERS AND TRIMMERS AROUND `/ N DET. I W SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) ZhL o w N cn J == o PROPOSED O O o 0 n 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS "' aOf 1V " � o co PROPOSED >I co x LIVING ROOM N o C° L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO CC) _ _ � OPEN TO m l I- N CD C.0°� `•� `i N Z aU Z COMPUTER ROOM <j 9'-0"CEILING HEIGHT �, u FOUNDATION, FTG'S,AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY. N co co �DETAIL"G" SHEET#8 o N o0 9'0"CEILING HEIGHT , ABOVE of o i \ 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS i- ?< X w X cv cV U cV U FIRE SEPARATION A GARAGE VALL x J 1 1 M _ FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY o ?p zo I Q SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED 0o I G� W N = o PORCH'S. (ETC) 24'-8" 12'-0" 6'-4" 0 o i 28'-0" C) o N - 0 ZI N z N Z O " 2-2"x 10"HEADER 2 2"x 10"HEADER 2 2"x 10"HEADER 2 2"x 12"HEADER 2 13 4"x 117 8"LVL HEADER 2'-0" N w NEW 3046 DH WIN NEW 3046 DH WIN NEW 3046 DH WIN A 2-NEW 3046 DH WIN 2-2"x�21"+\JEADER 3 NEW 3 46 DH WIN cn W EGRESS i jw\ 00 c;l cif W U)cj� U) o w o PROPOSED i �o �� o V o coo w o cn SEAL � � � , I� \� � `� � � � u_ � � _ _ o = J COVERED PORCH �X �� J �� J o �5��r<DK.�'F� o O c w DECKING AS SELECTED BY OWNER �N co o co w °X° o cow o VINYL SOFFIT MATERIAL ON CEILING �� 2,� "x 6" I 2"x 6" \ �•, �, o cl, �, i RR 16"oc"oc i RR 16 oc �� 2-13/4"x 117/8"LVL HEADER 2-13/4"x 117/8"LVL HEADER 2-13/4"x 11�1/8"LVL HEADER\ 2-13/4"x 117/8"LVL HEADER 2-13/4"x 117/8"LVL HEADER WRAPPED WATERTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT CID '`=k. 9�F OF ROOF OVER ROOF CONSTRUCTION W/ 2"X 1 "VALLEY RAFTERS ON THE FLAT 10'-4" 10'-4" 7' 8" 10'-4" 10'-4" 6" 6" 5'-9" 6'-11" 6'-11" 11'-9" 18'-8" 14'-2" 10'-101, 6. o 25'-0" 50'-0" Y � U al W co I � U A PROP05ED FIRST FLOOR PLAN 1/4"=f-0" SMOKE&CARBON MONOXIDE DETECTORS: NEW CONSTRUCTION PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 Q O O PROVIDE CARBON MONOXIDE DETECTORS INSTALLED O �: ------------- AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE a' w o w ------------- TO BE REMOVED L Z tr Z ALL DETECTORS TO BE HARDWIRED EXIST'G STRUCTURE &INTERCONNECTED O Y O < O EGRESS: Z � � U) PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY o O Lo } LEGEND ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE UNIFORM CODE r` w cn SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH INDICATES LOCATION OF SHEAR WALL HOLD-DOWN OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. HD BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 (TO BE INSTALLED AS PER N.Y.S.CODE) ALL FASTENERS SHALL BE INSTALLED WITH STRICT Li 0-)ACCORDANCE W MANUFACTURER SPECIFICATIONS O ALL WINDOWS SHALL BE ANDERSEN 400 SERIES U-FACTOR=.29 SHGC=.22 Z_ U U z O H01_DDOWN'CONNECTION NOTE J _j 0 N HOLDDOWNS SHOWN ON FOUNDATION E❑ =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 J Q d PLAN ARE CONNECTING FOUNDATION WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF W TO FIRST FLOOR GO � 11 LDDOWNS SHOWN ON FIRST FLOOR SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) Q LLJ 0 - PLAN ARE CONNECTING FIRST FLOOR =THIS WINDOW MUST BE TEMPERED SAFETY GLASS > E 0 O TO SECOND FLOOR 0 AS PER SECTION R308 OF NYS BC > Ur - 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY z <i LL ESCAPE. IN CONFORMANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE Q (D Q SEC. R310 MIN OPENING OF 5.7 SO. FEET(5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE ui v TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH W L1.1 OF 20"(OPERATION W/0 NEED FOR TOOLS) BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 0 2.ALL WINDOWS MUST BE ANDERSEN-400 SERIES w O z �_ = N W Lu 3.ALL WINDOWS MUST HAVE A U-VALUE OF. OR LESS. O 0� ul 0 L11 �- ti 'S E)WG NO I 50'-0" 6'-4" 15'-8" 11'-2" 16'-10" ATTIC INSULATION A 7 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE - - - - - -EGRESS - - - - - - - - - - - - - - - - - - -SAFES GLASS — — — — — — — — — — SAAFETYG�— — — — — — — — — — — — — — - - - - - - 2-NEW 3046 DH WIN NEW A31 4035 PICTURE WIN 6" RIGID INSULATION 2 2°x 10"HEADER x r_ , r_ ATTIC FLOOR FRAMING I I I I 01 12'-0" 6'-0" 0. 01I 6'-2" I I 6'-2" UftfH co CLO LO i PROPOSED o ' PROPOSED MASTER - ----------- -J I I I I PROPOSED = u- z BATH �' BATH 00 N I 1 N o o o � � cn I I BEDROOM N 0 "' D Wash o VECH ❑ VMECHENT. `op6d, 8 0"CEILING HEIGHT F o CLO x x 0 8'-0"CEILING HEIGHT ry N ❑ ® �� _ z , I SITE BUILT ATTIC ENCLOSURE MECH ° - � _ VENT. o 0 o _-:3 2068 I - MECHANICALLY SECURED S.D. PROPOSED ❑ N N i I ODE' LAU �RY, °��' I MECHANICAL LATCH TO PRESSURE - N N `� CD � 8'-0"CEILING HEIGHT I _SEAL AT WEATHERSTRIPPING - - I I MANUFACTURED PULL DOWN STAIR ----- ----------- r_ ---------� INSTALL FIBERGLASS 2-2"x 10"HEADER 2-2"x 10"HEADER I \ 2668 I I I p PAN FOR WASHER& a I I IDETAIL ` 2-2"X 12"RI (E I _ _ _ _ _ _2 2"X 1 "RIDGE_ 2-2"X 12"RIDGE _ o �� LO —VENT-DRYER�-0 EXT€RIOR- — — — — — — — — — — — — — — — — - - - - -g AS PER M1502 PRP�PO�ED ---— - PROPOSED N ATTIC ACCESS DETAIL N.T.S. ELEC. HALL o '�° 3D. `D spy. MASTER N � I N I I C.M. L------ N W CM BEDROOM D DIET RAILING INSTALLED 00 AS PER R-312 a w Lu 10'-0"VAULTED CEILING HEIGHT u I PROPOSED ELEC. N AlACCESS BACKED W/INSULATION o � 2-13 4"x 117 8"LVL HEADER S D PER 2020 IECC CD BEDROOM oDET. o z o C) U U O / \ Q O V ~ V I G CONFORMS TO o o � w � co O w 8'-0"CEILING HEIGHT o NE ORK STATE R807 N �, C° o `� �~ N //20-8 \\ N `� oo `� 11 I 10 AND M 1401h1 _ z _ _ z _ ROOF BELOW I = 1 " o � � � owoo � ,/ `\ oWoo / IW \ Z LaiI mo \ j W W N c N � aN OPEN TO // i \` " W IX `\ BELOW // NI \ N O / 2"x 6" I 2"x 6" \ / 2"x 10" 2"x 10" \ "' �_ N R� R 16"oc I RR 16 \ N ,�; o cn 2 2"x 1t�"HEADER 2 2"x 10"HEADER 2-2"x 10"HEADER 11I I �" zp 2-2"x 12"N EADER \ I 2-NEW 3046 DH IN NEW 3046 DH WIN — 6'-0"X 3'- ' URE WINill w L — � - - SAFETY ASS- - - - — - - - - - - - - - - - - - - - - o - - - - - - - — - - -3=NEW304b��1ii+VIN- - - - - - EGRESS ROOF OVER ROOF CONSTRUCTION W/ �OF ELO SEAL 2 X 10' VALLEY RAFTER ON THE FLAT 7 � D I\�� A �5c��N.K. TFy�✓•ic� 8' 6" 11 6"Ir Lo .! o 0 F t;E�t� 6'-4" 9'-6" 9'-2" 14'-4" 10'-8" Ir 50'-0" 00ui o OJ W of S 0? U M PROPOSED SECOND FLOOR PLAN ' QO �dc kS, ° L W 0 _j J uj SCRIBE @ WALL(TYPICAL) I( CQ� O O � 0 z ` >_ CN m FIXED WOOD SHELF WOOD BLOCKING 3 SIDES a o 0 `'O } N n V-6" SCRIBE @ WALL(TYPICAL) �! 1'6" _ 1 112 DIA. POLE SECURED W1 FLANGES BOTH SIDES. WOOD BLOCKING 3 SIDES i b N _ FIXED WOOD SHELVES z W o o� U J z CV N - Z C) N J W J o M J Q � lV Lli Lo N - 0 _ c O W Q Ur Z z O UIn L Q W ci z u 0 J w a- , 0 Z CV 0 z w ti O � L" 0 W 12- Z F- c ti 0 DETAIL DETAIL C.V'JG NO COAT CLOSETDETAIL SCALE 112":T-0" LINEN CLOSET DETAIL SCALE 1/2":T-0" W/SHELVES W/SHELVES J `� 1/5 0 M NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 RIDGE HEIGHT AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN NEW AL PLACE OF NORMAL UNDERLAYMENT AND SHALL iNCES EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. 1 NEW-ASPHALT to \� CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS ---------------- OF UL 127 AND SHALL BE INSTALLED AND IN VAULTED CEILING TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 ( I I II L IIII LW LILLUI IIII IIII IIIIII 1w LIL I [I 11 II I I I I I III ------- NEW NEW NEW IIIIII I l l l 6-0"X 3'-0"PICTURE WIN NEW NEW NEW WINDOW HT. L U L� L�LI LLILIL 3046 DH. 3046 DH. 3046 DH. 3046 DH. 3046 DH, 3046 DH. i - _ --- - --- WINDOW WINDOW WINDOW LH WINDOW WINDOW WINDOW - -- L�IL L I LI o --- co NEW-ASPHALT P z777 ti - _ - - 1' C14 - - - FINISH FLOOR HING-- 0 NEW_ASP-HAUT ----- INGLES INGE�---- ---- -- - - FINISH CEILING LILl11�_11_ll Lll 1-IJ i JllLILIllLIJ_U_1L1Lll�L1L `�`� 1 - llllW11 - -- -- -Lj !' !! LWLII II IW-iI l LLLLl1 I�J1llJ1�UL11 -------— Jk — NE4J 11� NEW ��'-Ili NEW ll NEW NEW All NEW WINDOW HT. - 3046 DH 3046 DH. 304u DH. -L11-1 3046 DH. 3046 DH. � � . L� 3046 DH 3046 DH. . II II I W1I DOW WINDOW �� WINDOW I III II IIIIII WINDOW WINDOW WINDOW WINDOW o IIIIII IIIIII LII_ lll I I II LI L� 11J11L11_LLL 1L1� II ICI III lULilS 'JS��' II II II J II °o 11 WIC�LI�LLl1LILl J L11 �L GrEp IDS ' I II L LLLLL_U ,1_11-L_I 1�ll1 11�1 e_R,jO ER 111 IIIIII IIIIII IIIIII `� 1 IL LIl_1h L 1, I LL1�1 WL1 _ 1111-IJ I W Lulu-`L L -I-ll-Lll 1-1t] l I _ 1 J111 JL'11 ll 1 l L ALLI11LL11- I I I I_TLIA �LILIll L-LI l I I ! I I IIIIII 11 ! I I I �1W�11 W_L�J WJJ Ij L 11��I-LluU1�,_�1.1L1�J-11J IJlllll_, LIJJ1lll �ll III -111 �L .I II L II_l'1_JEWISIDING LL LIB LL1;il I u IIIIII _J I-LIL�L�1_ 1_!i All I I I I I I�L��-J7 ELECT�CLA� l-��IJ�I� IIIIII IIIIII I I�I�f_ f�Lf�l I I I IIIIII IIIIII I I I I I �L 1L�L� FINISH FLOOR 4__ it L 1 L1Lt11LLL1J 11_!L:l 1LL.1 1!Ll W J Ll`��1J r,��W R�1L_J�W1J�J�1- I - — — I �I JJ-ILIIJ-�1W'111--LI.LLU_1L11111J�111 WLLnll1 I I I ILtLL.L i I i i I I III L! ICI GRACE I I I I GRADE I NEW 8"CONC.FOUNDATION WALL I I I I I L I I 1 I I I L NEW 8"x 16"CONC.FOOTING I 1 I I 1 L------------------------------------------------------------------�,--� -- 4"x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE I AND 4"-6"ABOVE GRADE NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I I I U) I I Z 1 I I 0 I rL------------------------------------------------------------------------------------------------------------------------------------1 J — L---------------- NEW- x - -- FOOTING NEW 8"x 16"CONC.FOOTING _---_-_i--- � SEAL 'DROPOSEr FRONT ELEVATION N.ELEVATION T � 1/4"=f-0" 12 1"` L 6 - u, 12 F\0 F _l 6 ------------------------------ VAULTEDCEILING NEW SIDING SELECTED AS PER OWNER ----------------- o FINISH CEILING r- w � Y --------------------- WINDOW HT. NEW NEW _p WINDOW HT. 0 w cv _ 3046 DH. 3046 DH. C U o WINDOW WINDOW co o C-0 0 bo 0o eo zo zo 12 FINISH FLOOR 5 FINISH FLOOR *IF -------- NEVIiFSfDIN ----------------- ELECTED ----------------- Q >- } FINISH CEILING -PER OW FINISH CEILING p W ] w z Lt Z _ ______ ___ ____ S p J UJ WINDOW HT. NEW NEW WINDOW HT y O t O 3046 DH. - 3046 DH. p Z o = WINDOW WINDOW o Z � } o o� °' 0 m - EWSIDING ELECTED-A zo —PER NER zo ----- -FINISH FLOOR I I OOR -------- --- ----- GRADE 0 U C) Oz N I 1 GRADE z z J m C) I I I I I I I 1 W N I I I 1 I I I I W p Q- 4"x 4"POST ANCHOF ED ON I I o > - I 1 I 14"0 x 36"FTG.BELOW GRADE I AND 4"-6"ABOVE GRI�DE 1 1 0 LL1 0 - I I I I I' Q L I _4"x 4"POST ANCHORED ON I 1 I I L--U > Q (rD -' L 14"0 x 36"FTG.BELOW GRADEi i i NEW 8"CONC.FOUNDATION WALL i Lli Q Z u I I AND 4"-6"ABOVE GRADE I I 1 I Z 0 0 J d 0 C LLJ Cn LL' I I I I U — -----------J---------------J ---- ------------- --------------------------� F— I , NEW 8"x 16"CONC.FOOTING v a O u I Z N L-----------------------------J--------------------------------------------------J w 0 o Q� W 0 W l"J 0-- c ti DVJG NO PROPOSED RIGHT SIDE ELEVATION f - — F(�v ell", 1/4"=1'-0" d..r NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL 0 EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR M WALL LINE. RIDGE HEIGHT CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE SP MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 I SHINGLES —S ------------------- FIN H CEILING I 1" W60W HT. NEW NEW NEW NEW 4035 PIC A31 AWN. 3046 DH. 3046 DH. WINDOW WINDOW WINDOW WINDOW m i� EW SIDS E�� N' S PER OWNER FINISH FLOOR FINISH CEILING WINDOW HT. _ NEW NEW NEW NEW NEW NEW 3032 DH. 3032 DH. 60 SLIDE 3046 DH, 3046 DH. 3046 DH. WINDOW WINDOW WINDOW 17 co SELECTEE AS —PER OWNER FLOOR ---- PER-0 WNEEW SIDING AR - _FIP.iS l �ELECIDED1a - - - _—PER4INNE GRADE GRADE I I I I NEW 8"CONC.FOUNDATION WALL i o I I I I z I I I I ih O II I---------------------------„---„-------------------------------------1� cn NEW 8 x 16 CONC. I I FOOTING � r-------------- w NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I I I I I I SEAL ��---TL----------------------------„--„-------------------------------------------------- -----------------------J� \��R N.K. tFy --------------------------- L----1--------------------------NEW 8 x 16 -- FOOTING ----------------------------------------------------NEW 8 x 16 CONC.-- FOOTING------------------------U AN cp 12 PROPOSED REAR ELEVATION 6 9�F 0FQNE�"j 12 6F— I o o EW SIDIN c w � ELE&TED A Y U PER-O' ui co _ FINISH CEILING WINDOW HT. 0 co pp zo 6 1 6 Y Y O O 12 < FINISH FLOOR 5 � Z Lr FINISH CEILING EW_SIDINr 0 O I O SELECTED_A ,] �ER�WNE 0 I=-- 7 -- �n 0 Lo WINDOW HT. � O v 0 uJ LAL—A� � U zL z FINISH FLO l J L!J J o r) GRADE 0 W O I I I I I I i >� O ' 4"x 4"POST ANCHORED ON i NEW 8"CONC.FOUNDATION WALL > r q 14"0 x 36"FTIG.BELOW GRADE I I I I W Q z w l l r> I I AND 4"6"ABOVE GRADE i z 0-------------------------------------------------------------------- d III Q NEW 8"x 16"CONC.FOOTING UL -------------------L--J �4"x 4"POST ANCHORED O W U) Li.44"0 r x 36"FTG.BELOW GRADE U) � ' i AND 4"6"ABOVE GRADE o w L N NEW 8 CONC.FOUNDATION WALL w = = w ti ---------------------------------------------------------- a n v OZ << IW o r ------- NEW 8"x 16"CONC.FOOTING , ~ C WG NO PROPOSED LEFT SIDE ELEVATION 1/4"=1'-0" • - / �.,' f 2-2"X 12"RIDGE NEW 2"x 6"COLLAR TIES @ 32"OC NEW 2"x 10"RR 16"oc NEW 2"x 10"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING #15 FELT #15 FELT ASPHALT SHINGLES ASPHALTSHINGLES Hui ROOIF NO VENTING NEW 2"x 10"CEILING JOISTS @ 16"OC NEW 2"x 10"CEILING JOISTS @ 16"OC R-38 CLOSED CELL 1/2"GYPSUM BOARD. SPRAY FOAM INSUL. NEW 2-2"x 4"TOP PATE NEW 2-2"x 4"TOP PLATE R-38 CLOSED CELL �� SPRAY FOAM INSUL. 1/2"GYPSUM BOARD. NEW 2"x 4'STUDS 16"oc NEW 2"x 4"STUDS 16"oc 1/2"CDX PLYWOOD SHEATHING VAPOR BARRIER PROPOSED 1/2"CDX PLYWOOD SHEATHING R-3 RIGID INSULATION BOARD 1/2"GYPSUMION BO RD. MASTER R 3 BOR ARRIER INSULATION BOARD SIDING AS SELECTED BY OWNER 3/4"SUB FLOOR GLUED AND NAILED BEDROOM C LO SIDING AS SELECTED BY OWNER � NEW 2"x 12"FLOOR JOISTS @ 16"OC 10'-0"VAULTED CEILING HEIGHT 3/4"SUB FLOOR GLUED AND NAILED NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 10"RR 16"oc NEW 2-2"x 4"TOP PATE 1,/2"PLYWOOD SHEATHING 913 FELT jib ASPHALT SHINGLES TECO'S HDR AS PER PLAN NEW 2"x 4"STUDS 16"oc (tl 1-1 HEADER WRAPPED WATERTIGHT R-15 INSULATION W/ R-15 INSULATIONW 1/2"CDX PLYWOOD SHEATHING 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. VAPOR BARRIER N.W 2"x 8"CEILING JOISTS @ 16"OC PROPOSED PROPOSED R-3 RIGID INSULATION BOARD 4"X 4"ACQ POST W/DECO SIDING AS SELECTED BY OWNER COLUMN ENCLOSURE LIVING ROOM KITCHEN 9'-0"CEILING HEIGHT 9'-0"CEILING HEIGHT 3/4"SUB FLOOR GLUED AND NAILED NEW 2"x 12"FLOOR JOISTS @ 16"OC 2"X 1)"P.T.LEDGER BOARD LAG 130LTED TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. SILL SEALER AS PER TABLE 507.2 TERMITE SHIELD ANCHOR BOLTS 1/2"DIA x 8"LONG @ 8'oc MAX ,.EW 2"x 8"FLOOR JOISTS @ 16"OC 2"x 6"CCA SILL NEW 2-2"x 12"GIRDER ll,, _ R-30 INSULATION R-30 INSULATION GRADE GIRDER AS PER PLAN 4"x 4"POST ANCHORED ON PROPOSED PROPOSED 14"0 x 36"FTG.EELOVJ GRADE - AND 4"-6"ABJVEGRADE UN-FINISHED Co UN-FINISHED Cn NEW 8"CONC.FOUND„TIGN WALL CELLAR CELLAR NEW 8"CONC.FOUNDATION WALL Z O NEW 4"CONC SLAB NEW 4"CONC SLAB j W NEW 8"x 16"COt,C.FOOTING NEW 8"x 16"CONC.FOOTING SEAL E� a\\ N.K. _SECTION VIEW A CP� 1/4"=V-0" 7 T F 0 F t l E\ Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES PLUMBING FIXTURE TRP (MAN zN E) rh 4" VENT THROUGH ROOF \ G ROOF 0 � � / BATHTUB (with or without Y shower head and/or 1 1/2 j 4"STACK I // a i I 1 whirlpool attachments � v j Bidet 1 1/4 2" 2" 1 1 2" 2" \ Clothes with standpipe 2 r-------r-------T-------------------- F----- ------------T------i 1 1i2' i 1 1/2" i 1 1/2" 1 1/2" i i 1 1/2" 1 j 1 1/2" 1 1/2" 1 1/2" i Dishwasher (on separate trap) 1 1/2 i LAV LAV 1 I LAV W C. j \j Floor drain 2 B ATH j WASHER W/ I BATHTUB / SHE"ER I W/SHOWER Kitchen sink(one or two i I rl 2" 2" DRAIN PAN 1 2" 1 \ j traps, with or without dishwasher and food waste 1 1/2 2„ 2" i 2„ i 2" 2" C.O. \ disposer) Q O O �r 0 Laundry tub 1 1/2 O 1 Cr- W o w 2NDILOOR one or more compartments) Lavatory 1 1/4 S2 z � z J W 1 I �, ower ase on e o a 00 —1 Q � 2" 2" i 2" 2" i ;� flow rate through O O o O r------T------------I I r------------� 1 showerheads and bodysprays) z H 1 1/2" 1 1/2" 1 1/2" 1 i 1 1/2" 1 1/2" i \ Flow rate: ,n Lp 5.7gpm and less 1 1/2 " m wc. LAV i LAV Wc. \ more than 5.7gpm up to 12.3gpm 2 `— BATHTUB 1 1 2"O VENT i� more than 12.3gpm up to 25.8gpm 3 W/S ONER 2„ 2„ r------'----- more than 25.8gpm up to 55. 6gpm 4 I I 1 I 1 1/2 1 j PLUMBING 2" 2" i i NEwKIrcHEN 2„ j DISHWASHER ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. FAI � I /\ F.A.I. I I 2„ 2.ALL WASTE PIPING BELOWGRADE SHALL BE STANDARD WEIGHT CAST IRON.. 1ST;LOOR 1 1 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, W o ALL SOLDER SHALL BE LEAD FREE. Z U U z CD 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. J Z — o TO APPROVED SANITARY -i W — N 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. p In C.O. SEPTIC SYSTEM. 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., W — —} 4" 0 C.I. U STATE BUILDING AND ENERGY CODE. 0 � 0cl� CD 4"C.I. House Trap In > Ur _ Pit W/Stl Cover W I I WATER SUPPLY& DISTRIBUTION NOTE: DRAIN,WASTE &VENT NOTE: Z 0 Z < - Sec.P3103.1 -Roof Extensions L 1.SERVICE FOR NEW BATHROOM'S WILL BETAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL 0 L (n �— FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated W W W TABLE P3111.3 SIZE OF COMBINATION WASTE& snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, W — 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than z C COMPLY WITH R.C.O.N.Y,S.TABLE P2904.5 WATER T-0"above the roof. CL 0 �_ Z N PIPEDISTR FIITT BUTION NGGS,FOR MATERIALS,FOR MATERIALS&TABLE P2904.6 0 w U Sec.P3103.2-Frost Closure � z Y � a: w t` Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof orLij 0 LL< o wall shall be no less than 3 inches in diameter Any icrease in the size of the vent shall be made not less than 1 foot inside the thermal envelope of the building. DWG NO RI'1-)'ER DIAGRA'IM �� ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYI`.1ENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-F,DHERING POLYMER I MODIFIED BITUMEN SHEET. ROOF SHINGLES 1"AIR SPACE #1"x 2"BLOCKING. 15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. i� 1/2"CDX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. y I #15 FELT PAPER I 1 1/4"x 20 GAUGE GALV. \ STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. 24"MIN. I SIMPSON �i H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ) ACCORDANCE W/MANUFACTURER SPECIFICATIONS �l \� RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. NOTE:HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR BY SIMPSON OR APPROVED EQUAL. DETAIL "All DETAIL "B" DETAIL "C." DETAIL D ICE SdIELD UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. — R.9C�1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1 (9) L/4 MAX_ L 5/8"TYPE 7" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE 7" GYPSUM BOARD V-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOW11 V;ALL STUD WRAPPED TO UNDERSI E OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITY SOLID BLOCKING EXTERIOR SUB- FLOOR.DOWN W ,l_L STUD @ TIGHT TO SUB FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. BETWEEN HEATED & NON-HEATED THOUGH BOLTS I I I 11 1/2"INSULATION SPACES. STEEL PEADER LATEI ( FIBER STRONG RIM BOARD BY ------_-- MANUFACTURER @ END OF JOISTS. n 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS&DOWN WALL STUD AS PER PLAN zl\,\\ DETAIL "E" 0 DETAIL "F " - DETAIL G 0 0 0 DETAIL "H" T CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0'I FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER W/STEEL PLATE DETAIL 1/2"=1'-0" w SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED UL Design No.U333 SEAL SHEATHING NOTE SIDING ALL STAIRS, HANDRAILS& �G,� ;�K. j\iT FLASHING RAILINGS SHALL COMPLY �� y CONTINUOS VENT Y\} w W/RCNYS SEC. R-311 &R-312 Ct 4i \\ Z I _ � 1/2' z w BACK-FLASHING v HARDWOOD OR STEEL HANDRAIL 1 114"AIR SPACE O '� W/1 1/2"MIN. FINGER CLR.AND NOT 112"MIN. BLANKET INSULATION o00 TO PROJECT MORE THAN 4.5" F 4 F N r 3/4"AIR SPACE w FROM THE WALL. 0 ROOF RAFTER w _pd- w _ U 3/4"0 LAG BOLTS TOP 00 � BOTTOM cc 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. g„ WOOD STRINGER, M TREADS,&RISERS 00 PRE-MOLDED Y EXPANSION JOINT. 00 w 1 1/4"NOSING 00 _ a� U M DETAIL "J" MINIMUM WIDTH OF STAIRS TO BE 3'-0" ca ROOF VENTILATION N.T.S. i 0 DETAIL "K" STAIR AND RAILING DETAIL N.T.S. C) O O O 12 5 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER v z ° z R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL TECO'S 2"x 10"FLOOR JOISTS YO O o O O = _ --— 2"x6"R.R.@ 16"O.C. z TO"R.R.@ 16"O.C. HEADER AS PER _ PLAN r- � � m 3 10tl COMMON LO o O N Q -- 1/2°LAG.BOLT �• SI SDN @ 24"O.C. I I ST FPING @ 16" FILLER TRIP 6-8d COMMON SIMPSON 12T 2"x6"CJ.@ 16"O.C. EA. IDE 2-2"x10"HEADER COU. 1/2°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY 6"x 6"P.T.SOLID WOOD POST @ 24"O.C. SIMPSON STRONG TIE PORCH TECO'S Ur W 0') Z U z o 0 CO ABU46 POST BASE 5/8" J w CN ANCHOR BOLT w 2"x6"DECKING DECORATIVE MOLDING SEE DECK LATERAL ATTACHMENT— 2"x6"DECKING POSTANCHORED IN PSON 0 w 0 — DETAI�ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. FTG.BELOW GRADE STRAPPING ® 16" AND 4'-6"ABOVE GRADE Yz"0 LAG SIMPSON 1 O 0 � I 68d COMMON II BOLTS@1 EA. W w" zO 0 Q II I - O 6"HGR. ® 1 cL — C� 1/2°LAG.BOLT a ' AB POST BASE BY SIMPSON ' FILLER STRIP 3 10d COMMON u J r @ 2a"O.C. 4 c W TECO'S a O U 0 (>7 u � w � OF_ Z N GRADE 5/8"ANCHOR BOLT �� 1 '' w O z = 1 %, DETAIL "0" _ g@ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. DETAIL N ��PORCH DETAIL ° J O wFLJ TO DWELLING POST CONNECTION DETAIL w w Z ' CONNECTOR POST W/CONC. CONNECTION PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. NTS r _ CV✓G NO DETAIL "M" PORCH CONNECTION DETAILS N.T.S. TIDE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INS-ALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG CONTINUOUS BEAD RAFTER WITH EXPANDING FOAM SEALANT. ,' OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE VENTED AIRSPACECO_ "EVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION ATTIC INSULATION OFF SEALUANT BEAD OUS CHAPTER 5 i� ,� = _ - SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS C50,i. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. � SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 INSULATION VERTICALLY To - ----VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER C014STRUC-I-ION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - ---- - COF ONTINUOUS BEAD TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONNECT INSULATING SHEATING SEALANT CO SEC. R403.1: HVAC CONTROLS - COMPLIES TO RIGID INSULATION BAFFLE CONTINUOUS BEAD OF SEALANT SEC.C502: ,,DDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAN SEAL BOTH JOINTS I SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A EXPANDING FOAM AT WINDOW UNIT AS SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A CONTINUOUS MINIMAL SEC-.C502.2.2: SKY LIGHT AREP, NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHAMCAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-H_-ATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C41- SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 v2°RIGID INSULATION WINDOW PERIMETER EXPANDING FOAM AT SE�_.C5'J2.2.6: LIGHTING P01JER ,1ND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LI�IiT,IJG POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD WINDOW UNIT AS OF SEALANT SEC.C5'J2.2.6.2: EXTERIOR LIGHTING PONDER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AIR BARRIER CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS OF ADHESIVE SEC.C503: ..LTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. SEC.C503.1: GENERAL NEW CONSTkUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. CONTINUOUS MINI AT MAL CONTINUOUS BEAD SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT EXPANDING FORMER OF SEALANT SEC.C503.3: BUILDING ENVELOP - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN WINDOW PERIMETER i -CONTINUOUS BEAD HROU13H C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM SEALANT CONTINUOUS BEAD SEC.C503.3.1: ROOFREPLACEMENTS - COMPLIES. REQUIRED BY DETAIL " A" C SEC.C503.3.2: VERTiCAL FENESTR ADHESIVE ATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CO SEC.C503.3.3: SKY LIGHT AREn - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. CO SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT ° OF SEIALA BEAD TS SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. CONTINUOUS SILL SEALER //�///� � -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION , ,, , AIRBARRIONWALLAS _ ,� //\//\ AIR BARRIER - - - CONTINUOUS BEAD /\\ \ a CONCRETE SLAB AS I / \/\° a AIR BARRIER OF SEALANT AIR ° ° COPAPO ENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �,�' VENTED AIRSPACE ° ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT ____ ____ _ Narrow cavities that on installation readily conforms to the - Genera requir.:rents The exterior thermal envelope contains a available cavil space. y � I continuous air barrier. y p -AIR SE LVENTILATION PERIMETER ATI ER WITHCHUTE -AIR SEAL PERIMETER WITH � Breaks orjoints in the air barrier shall be ' EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the , The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces. ' A I R SEALING DETAIL Ii B I' shall be aligned witn the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed Recessed light fixtures installed in the building Recessed light fixtures installed in the building N.T.S. Ce ing/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC Access openings,dr p down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to uncond;ti.ned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the fcu illation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, :hall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exteriorwalls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. V,_.Is Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier, them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER U.i,dows.skyL,,nts and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. 0 0 HVAC register boots that penetrate building W Rim joists shall include the air barrier. Rim joists shall be insulated. R in joiss HVAC register boots thermal envelope shall be sealed to the 2X LEDGER ON TOP OF subfloor or drywall. RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner � D A RCy p Y ATTIC INSULATION 5 \ N.�. rF framing cavity insulation shall be permitted that is recommended b the manufacturer. h� Floors(includin_ above garage and Y c:n ilevered fla.rs) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING / o from the bottom to the top of all perimeter IJA, w floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO u Exposed earth in an urventad crawls ace Where provided instead of floor insulation, +1"OF INSULATION LEVEL -------- ) O p p Duct shafts,utility penetrations,and flue I J Cr_wlsfacew s penetrations shall be covered with a Class I vapor retarder insulation shall be permanently attached to I Shafts,penetrati shafts opening to exterior or unconditioned 1"RIGID INSULATION I !!! F 0 / - � - d with overlapping j^ins'.aped. the crawlspace walls. space shall be sealed. -- 1' ACCESS PANEL DRAWACCESS PANEL I i�B1E :�402.1.2 WITH ERIIMETERSCR WSG a TRIM AS REQUIRDED h\.SULVTION AND FEN[! ,�-STRATION REQUIREMENTS BY COMPONENT FINISHED CEILING Id GLAZED WOOD FRAME BASEMENT SLAB CRAWLSPACEc OZONE MATE F''J-FACTOR bN UK FACTOR YLIGHT "E`ESTRATION R-VALE CEILING WALL MASS R VA UELL R-VALUE WALL R-VALUE WALL , DETAIL " D " DETAIL "E" LU HGC b,e R-VALUE R-VALUE &DEPTH R-VALUELU � 1' In 4 0.32 0.55 0.40 49 20 OR 13+5 8113 19 10/13 10.2 FT 10/13 AIR SEALING AT ATTIC HATCH //FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 00 _ RIGID INSULATION SHEATING o? h r) 5 0.30 0.55 NR 49 20 OR 13+5 13/17 309 15/19 10.2 FT 15/19 I I CD I I 20+5h g 6 O,TIO 11 0.30 0.55 NR 49 OR h 15/20 30 15/19 10.4 FT 15119 13+10 I I 6 0,-TIO 12 0.28 0.55 NR 60 23 CAVITY 1 19/21 309 15/19 10.4 FT 15119 Y `L NR=Not RequireJ. \\192.168.1.102\main drawings\JMD\Jam Design\000-Templates\ENERGY DETAILS\Air Sealed WaILJPG For SI:1 fcot=3C_8 mm, �- -�► ATTIC INSULATION Q O O PREFAB 0 �: � FIREPLACE UNIT SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED � W L 1 A. R-VALUE::ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN L Z Z THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" -J UJ cr- 3 TF E FEE' STRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. 0 J 0 C. "1)/13"f.l ANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT Y 7- O VOLL."1-'19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERICR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE EXTERIOR 7- INSULATED l BASEME. T WALL.ALTERNATIVELY,CJ(v1;'LIANCE WITH"15/19"SHALL B-R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 STUD WALL z I- U) CONTINL ;US INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME o O > INSTALL INTERIOR � � m D R-�INSU ATION SHALL BE PROVICED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. SHEATING PRIOR TO AS INDIC-,TED IN THE TABLE.THE SLAU'EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB E RFSER� D. FIREPLACE UNIT MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL AT F. RESERV D. G ALTERN 1IVELY,I NSULATION SUFFICI;-N' TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING -13 CAVITY INSULATION H THE FIR, , VALUE S CAVITY INSULATON,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R PLUS R-`CONTINUOUS INSULATION. AIR SEALED WALL7_7 I. M„SS W L LS SHAA L EE IN ACCORDAr:,,E'VIITH SECTION R402.2.5.THE.SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE 0 INTERIO .OF THE AASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING U U C; N AT PERIMETER OF ENCLOSURE CONTINUOUS BEAD OF SEALANT z _I m � MANUFACTURED RECESSED LIGHT ENCLOSURE O J W d N Tf;BL LU E R402.1.4 a ATTIC INSULATION O o MANUFACTURED PULL W _ DOWN STAIR � (n � EQUIWIEN I U-FACTORS ATTIC TRUSS WOOD FRAME FLOOR ASSEMBLY 0 Q W C'.IJMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE 0 ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL r W Q � W II 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 _ - d z J O R Q d - DETAIL ), H » LIJ o W �' 5 0.30 0.55 0.026 0.060 D.082 0.033 0.050 0.055 _ _ _ _ - - 6 0.30 0.55 0.026 0.045 ).060 0.033 0.050 0.055 = _ AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S A. NO.JFENE 7RATI0N U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANTAT PEIMETER a. w W L O L CV B. MASS WA'_LS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING z _ _ INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE ° �/ J O �> LL! 1 ZOIJE 5 A';D MARINE 4,AND 0.057 IN CLIMATE ZONE 6. c> Z I- o ti C. IN y JARM- ,UMID LOCATIONS AS DEFINED'SY FICURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXC-ED 0.360. /- VIG NO DETAIL " F" DETAIL " G" AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY -- FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING El LD END CONDITION#2 END CONDITION#5 END CONDITION f5 END CONDITION#2 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED BRACED WALL LINE BRACED WALL LINE END CONDITION#5cli 1 6'-0" 4'-0" 15'-0" m 4'-0" 16'-0" 2'-0" 10'-0" 2'-0" 12'-0" 4'-0" m j / j / 4'-0" RACED WALL SEE 2'-0"BR ED WAL SEE 2'-0"B ACED W LL SEE 4' I BRACED WALL SE DETAILS SHEET#10,11,1 &13 BWL A BWL A DETA LS SHEET#10,11,12&13 DETAILS SHEET#10,11,12&13 DETAILS SHEET#_0,11,12&13 _________ / At. 7/7/ -li ------t r _ L----------------.� RETURN - HOLD-DOWN - - - - �� I 0I I PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT 1 END OF BRACED WALL LINE END OF BRACED WALL LINE ' i I END CONDITION 1 END CONDITION 2 4-0"BRACED WALL S E DE AILS SHEET#10,1 ,12&13 1� BWLB BWLB - r-------' ------------------------- ------------------------ ------ - - ------------------------------------------ ---------- - --- OI O , ---- CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED 010.i BRACED WALL LINE BRACED WALL LINE 7 77 I 1 I . I RETURN ' PANEL D ' 48"MINIMUM BRACED WALL PANEL FIRST BRACED MAX ( -------------- I AT END OF BRACED WALL LINE 10,*SEE REQUIREMENTS WALL PANEL END CONDITION 3 END CONDITION 4 I j REQUIREMENTS jl{ CONTINUOUSLY SHEATHED ,I BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH z --------------------------------� WOOD STRUCTURAL PANELS 32" FOR BRACED WALL LINES SHEATHED WITH STRUCTURAL FIBERBOARD C/) I DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH j WOOD STRUCTURAL PANELS 32"FOR BRACED WALL O i /. / LINES SHEATHED WITH STRUCTURAL FIBERBOARD I , j SEAL HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE \5� N.K, rFy DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND I TO THE FOUNDATION OR FLOOR FRAMING BELOW � Q ,�,�-,�%;� --A HOLD-DOWN ,k ...,. DEVICE FIRST BRACED PANED END CONDITION 5 9�F 0 F -----�____� --_ r______I _ BWL C FOR SI.1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND=4.48 N 4' "BRACED WAL' SE 2'-0"B ACED WA L SEE 2'-0"BRACED W LL SEE 4'- "BRACED WALL SE DI T ;LSRA EEDT#10L S 12&13 DETAILS SHEET#10 11, 2&13 DETAILS HEET#1 ,11,12&13 DETAIL SHEET#�0,11,12&13 DET ILS SHEET#10,11, 2&13 I 1 4'-0" 18'-0" 4'-0" ' 19'-0" 2'-0" 10'-0" 2'-0" 12'-0" NI JI I J 00 co U a I m ( ( 0' w � _ � U FIGURE R602.10.2.2 co LOCATION OF BRACED WALL PANELS FOR SI:1 FOOT=304.8 MM EZ CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#5 END CONDITION#2 O O j j� < y 10' MAX y y 20' MAX y 1 O' MAX �� w o w iw U) z z ,Z p J W aw BWL 3 O� X O BWL 2 BWL1 I O NI� O z o Qw ' PNE 1-- n mw Q/ 7F U w c L)J / / ILL /BRACED WACv j x I I I / Q � �/�i/PAN o Z �' RACED WALL LLJ N ! ! ! j� A Et% z U U OZ N z 0 J L11 J co O N I x oCL ' LLl j c w o m >� W O ji�RI��D WALL/ / ' ' O FIRST FLOOR BRACING PLAN _____ BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4 -1 0 °° co z o LD 20' MAX y y 20' MAX y Cn v) IST FLOOR NOTE:CONTINUOUS SHEATHING 0) W METHODS REQUIRE ALL FRAMED CC PORTIONS OF THE BRACED0 Lu co ENGTH GTH 11.5— WALL LINE TO BE SHEATHED. U a 0 CV BRACED WALL ,'�/ w o z _ = w r` o /z'a% o w 0 ui I- z I- o ADJUSTMENT FACTOR = 1.00 o j ; ADJUSTED BRACED WALL LENGTH = 11.5 _ j /�j UVJG NO MINIMUM BRACED WALL LENGTH = 24" J � AS PER TABLE R602.10.5 �, a Q J W W W /W CL �Q Q� UQ - --- /d2 � U Up w Q � � Q m /m m pp i END CONDITION#2 END CONDITION#5 END CONDITICN#5 END CONDITION#2 2'-0" 14'-0" 2'-0" 10'-0" 2'-0" 16'-0" 10 4'-0" N J � mI cI m m -0"BRACED WALL SEE 2'-0"BF ACED WALL SEE D AILS SH ET#10,11,12&13 DETAILS HEET#1 11,12&13 2'-0"B ACED W LL SEE 4' "BRACED WALL St E BWL A DETAILS SHEET#LO,11,12&13 DETAILS SHEET#10,1 ,12&13 BWL A -- ---- -_-- zmm�--- ---- -- — r- ------ - --------- ------ ___� I----- I __ L--------- ------------- I I I I cc I I I I I I - I I I I I I I I I I I I I I I I I ------------- Dry I I I I I ' Wash I ( � I II I, --------------1 71 A I - ---------- , I I I i I I I II I I I I I i I I I II I I I I I I I o ' w I ' I I I SEAL DA R y N.K. a � BWLB -- -,- ------------ ------ - r ---� ----- -- --- ----------------- ----- --- --- BWL B F F N --- ---- ---- ---- BWLC iL BWLC -- - - ----------- --- -------- -- --- - ------ ' 2'-0"BRACED WA L SEE 2'0"BR ED WAL 11 12&13 DETAILS BRACED EET#10L 1,12&13 DETAILS S EEDT#10 S1 12&13 DETAILS S BEET#10, DETAILS SHEET#1 11,12&13 I 2'-0" 16'-6" 2'-0" 11'-0" 2'-0" 14'-6" 2'-0" i I c 0 00 I m I co W� Y r` U 00 W c) = C? U CO i END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 0� cf� /, pQ O O � w o w 1 — cnz z p —I w < /a a O J J Lu 'J _, Y < W O O ,QQ ��Q �Z /p¢ O �— � Cf) ,00 m m % m r v� m W Z U U z o Z _ m W cn J CV W 0 n SECOND FLOOR BRACED WALL PLAN o w o _ ti � BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4"=1' o" o U _ z QO D J FLOOR o U) Cl) BRACED WALL LENGTH = 6.0 o C W ADJUSTMENT FACTOR = 1.00 o z ~ = W W ADJUSTED BRACED WALL LENGTH = 6.0 � J � 0- U z ti MINIMUM BRACED WALL LENGTH = 24" DWG NO AS PER TABLE R602.10.5 1 �� 1 2020 RESIDENTIAL CODE OF NEWYORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602.10.3(1) !TEN, DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2 1/2"x 0.113); or 4-8d box(2 1/2"x 0.113")or 2 BRACED WALL LINES 1 Blocking between ceilirn;joists cr ratters to top 3-8tl common(2 1/2"x 0.131"):or Toe nail 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x 0.131") ;or Toe nail plate 3-10d box(3"x 0.12" ):or 3-1od box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-1O box( nails 31'x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP ,SFB, (MPH) (FEET) METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, 4-8d box 2 1/2"x 0.113" or BV-WSP, ABW, PFH, CS-PF ( ) 8tl box(2 1/2"x 0.113") 4'o.c.toe nail 2 Ceiling joists to top plate 3-8d common(2 1/2"x 0.131"):or Perjoist,Toe nail PFG,CS-SFB c 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 10 4.0 4.0 2.5 2.0 3-3"x 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 - 3"x 0.131"nails Ceilingjoist not attached to parallel rafter,laps ., J P" � P 4-10d box(3"x 0.128");or 3-8d box 2 1l2"x 0.113" ;or 3 Face nail ( ) °:�� 30 10.5 10.5 6.0 5.0 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3 1/2"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Tab,e R802.5.1(9)] 4-3"x 0.131"nails 50 16.5 16.5 9.5 8.0 _ 3-10d box(3"x 0.128");or 4 Ceiling joist not attached to parallel rafter Table R802.5.1(9) Face nail 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 (heel joint)[see Secticrs R802.3.1 and R802.3.2 10 7.5 7.5 4.5 3.5 and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail <120 2-16d common(3 1/2"x 0.162") 20 14.0 14.0 8.0 7.0 5 Collar t e to rafter,face nail or 1 1/4"x 20 ga. 4-10tl box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 r 3-10d common(3"x 0.148");or Face nail each rafter ridge st ap to ra ter 25 2"planks lank&beam-floor&roo 3-16d box 31/2"x 0.135" ;or 40 31.5 31.5 15.0 12.5 4-3"x 0.131"nails p (P � ( ) At each bearing,face nail 2-16d common(3 1/2"x 0.162") 50 31.5 31.5 18.0 15.5 3-16d box nails (3 1/2"x 0.1135");or 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to late 2 toe nails on one side and 1 toe nail p' 3-10d common nails (3"x 0.148");or 3-16d common (3 1/2"x 0.162") 10 NP 11.0 6.5 5.5 4-10d box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0 4-16d (3112"x 0.135");or 4-3"x 14 ga.staples,7/16"crown 30 -- NP 29.0 17.0 - 14.5 Toe nail 3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 N P 47.0 27.0 18.0 s: Roof r-fters to ridge,va9ey or hip rafters or 4-3"x 0.131"nails 7 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof ra ter to minimum 2"ri g:bean 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128"); or 2-20d common(4"x 0,192");or Face nail at ends and at each 3-3"x 0.131"nails 3-1 Od box(3"x 0.128");or splice 20 8.5 8.5 5.0 4.0 WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0 -- 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 St,d to stud(not at braced wall panels) 16d common (3 112"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 F-9.3-1 2ND FL 10d box(3"x 0.128");or 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails 16d box(3 1/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 9 &ud to stud and a`:utti,!p stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail w,- l corners(at braced wa'I panels) <130 20 16.0 16.0 9.5 8.0 16d common(3 1/2"x 0.162") 16"o.c.face nail NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 16d common(3 1/2"x 0.162') 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS ;., 40 30.0 30.0 17.5 15.0 10 Bu.t-up header 2"to 2"header with spacer iate 50 37.0 37.0 21.5 18.0 1ST FL 16d box(3 1/2"x 0.135") 12"o.c.each edge face nail Intermediate Edges su ports 60 44.0 44.0 25.0 21.5 11 Continuous header to stud toe nail 5-8d box(2 1/2"x 0.113");or (inches) �nches) 10 NP 4-8tl common(2 1/2"x 0.131"); or 13.0 7.5 6.5 4-10d box(3"x 0,128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NIP 24.0 13.5 11.5 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 40 NP 44.5 25.5 22.0 10d box(3"x 0.128");or 50 N P 55.0 31.5 26.5 12"o.c.face nail 6d common 2"X 0.113" nail subfloor,wall 3"x 0.131"nails ( ) ( ) Do ible top plate splice for SDCs A-D2 with 8-16d common(3 1/2"x 0.162");or 30 2" 8d common(2 1/2"X 0.131")nail(roof); 6 12 t 60 NP 65.0 37.5 31.5 seismic braced wall I ne spacing<25' 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 8"x 0.113")nail(roof)l 13 5.5 5.5 10 2.5 12-3"x 0.131"nails side of end joint) Do.ible tep plate spice SDCs D0,D1,or D2; 8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 Z and braced watt line spacing>25' 12-16d(3/12 x 0135") 31 32 -1" or RSRS-01;(2 8"x 0.113")nail(roof)I 6 12 r O 30 14.0 14.0 8.0 7.0 14 Bloct.in between ceilin joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail 40 22.5 18.0 13.5 9.0 w g 0I 50 22.5 22.5 13.0 11.0 � to to;)plate 16d box(3 1/2"x 0.135");or 60 26.5 26.5 15.0 13.0 12"o.c.face nail 10d common 3"X 0.148" nail _ 3"x 0.131"nails 32 1g'-1a' ( ) 15 Botto pla'e to joist,rim joist,Land joist or 3-16d b x(3112"x 0.135") ;or 3 each 16"o.c.face nail or 8d(2 2'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL rr blocking(at brace wall parel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail I 4-3"x 0.131"nails 5140 S N K t� 4 each 16"o.c.face nail 30 18.5 18.5 11.0 9.0 \ `�� a FCy�T 27.0 27.0 15.5 13.0 � �; 4-8tl box(21/2"x 0.113");or Other wall sheathing 9 40 35.0 35.0 20.0 17.0 50 43.0 43.0 24.5 21.0 1, r� o 3-16d box(31/2"x 0.135");or t.' 4-8tl common(2 1/2' x 0.131");or Toe nail 33 2'structural cellulosic i 60 51.0 51.0 29.0 25.0 4 10d box(3'x 0.128");or 1� galvanized roofing nail, 16 Top or bottom pIae t stud 4-3"x 0.131"nails fiberboard sheathing 3 g `P 15.0 8.5 7.5 ' 10 NP 6 head diameter,or 1 a'long 16ga,staple z) 3-16d box 31/2"x 0.135" ;or ! y C 2 9 : c O 2-16d common(31/2"x O.i 62");or 20 NP 27.5 16.0 13.5 End nail with 16 or 1"crown 3-10d box 3"x 0.128" ;or is, 30 NP 39.5 23.0 19.5 �F NE ( ) 34 32'structural cellulosic s 1 a"galvanized roofing nail, 3-3"x 0.131"nails fiberboard sheathing 3 6 „r 40 NP 51.5 29.5 25.0 3-10d box(3"x 0.128");or 16"head diameter,or 1 'long 16ga.staple 50 NP 63.5 36.5 31.0 17 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 16"or V crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails U d 11"galvanized roofing nail;staple galvanized, 3-8d box(2 1/2"x 0.113");or 35 gypsum sheathing 18 1"brace to each stud and plate 2-8tl common(2 1/2"x 0.131"); or Face nail 11"long,11"screws,Type W or S 7 7 TABLE R602.10.3(2) 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 2 staples 1 3/4" s„ d 14"galvanized roofing nail;staple galvanized, - o 36 g gypsum sheathing b M 19 1"x 6"sheathing to e eh bearing 3-8d box(2 1/2"x 0.113");or 1 5"long,1 5i screws,T ADJUSTMENT FACTOR a, 2-sd common(2 1/2"x 0.131"); or Face nail e 9 e Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS w v 2-10d box x .1 8" ;or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3/4"long 3-8tl box(2 1/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 1.00 3-8d common(2112"x 0.131"); or ONE-STORY C 1.20 3-10d box(3"x 0.128");or 2„ 6d deformed(2"X 0.120")nail; STRUCTURE 2C 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 a and less i D 1.50 or 8d common(2 Z'x 0.131")nail 6 12 Wider than 1"x 8" TWO-STORY B F1700 4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY C 1.30 3-8d common(2 1/2"x 0.131") ;or 38 e. 1 8d common(2 2"x 0.131")nail STRUCTURE D 1.60 Y Y 3-10d box(3"x 0.128");or or 8d common(2�'x 0.120")nail 4 staples,1"crown,16 ga,1 3/4"long 6 12 THREE-STORY B 1.00 0 p 0 STRUCTURE C 1.40 Q >- } 39 1 8 _1 a 10d common(2 g X 0.148")nail; D 1.70 0 W u or 8d deforomed(2 z'x 0.120")nail 6 12 <5 FEET L z tr 2 0.70 10 FEET C) -' w ROOF ONLY 1.00 O J J Q1_ 15 FEET 1.30 Y O Q O 20 FEET 1.60 z0 55 FEET 0.85 ALL METHODS u7 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 � OC/) m HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90 TABLE R602.10.4 TAB LE R602.3(3) ROOF+2FLOORS 10 FEET 1.00 BRACING METHODS 15 FEET 1.1020 FEET NOT PERMITTED rU-.CU1R�P,AEHTS FOIR .J0OD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method MINIMUM ULTIMATE DESIGN 8 FEET 0.90 (q LLJU o M ,�IMUM NAIL MINIMUM WOOD CONNECTION CRITERIA 9 FEET 0.95 Z m o NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT z STRUCTURAL MAXIMUM WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE 3 ANY STORY 10 FEET 1.00 J LIJ N PANEL (mph) � ADJUSTMENT J SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 p (INCHES,) RATING (INCHES) (INCHES) EDGES FIELD 12 FEET 1.10 LLI Z (INCHES O.C.) (INCHES O.C.) B C D W 0 Cd COMMON Exterior sheathing per 6"edges 12"field NUMBER OF BRACED 2 0 L O L - (12.0"x 0.1?3") 1.5 24/0 /2' 16 6 12 140 115 110 CS-WSP 'I Table R602.3(3) 4 WALL LINES(PER PLAN ANY STORY 4 1.30 1.45 � � r-- Sd COfJIM;-N 16 6 12 170 140 135 Continuously sheathed 1�2 DIRECTION)c >5 1.60 z Q Z J II 1.75 24/16 7/16" Interior sheathing per Varies by fastener 0 CJ Q '.5"x 0.1 ..1") WOOd Structural panel 'r` Table R602.3(1)or R602.3(2) FASTENED TO THE END 24 6 12 140 115 110 -�-�- -�- -�- STUDS OF EACH BRACED DWB,WSP,SFB LLJ (� W � 5 ADDITIONAL N DEVICE TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, 0 � _- IC HOLD-DOWN DEVICE F&' 1-1:1 IwCH="5.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELOW w A.P�i el st ength ds parallel or per;endicuL";r to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with w 0 1.- � � = w pan_I str3ngth: .is perpendicular to supports. DWB WSP SFB O (Y LLl 0 v 1 1 1 1 B.Ta',.e is oased. wind pressure acting toti;ard and away from building suraces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOARD ANY STORY OMITTED FROM INSIDE FACE � J Q ac--Irdance wit:.Section 1.602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS 1.40 PBS,PCP,HPS,CS- o IZ o Z I- o ti C.'�V d st uctura panels v.,,h span rating of Vla'A o or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. WSP,CS G,CS SFB ) cr 24 o.c shall It_permitted as an alternate to panel with a 24/16 span ratirg.Wc,11-16 and Plywood siding 16 o.c.shall be used with studs spaced not UVJG NO 4 INCHES O.C.AT PANEL EDGES, mere than 16 inches on c,niter. INCLUDING TOP AND BOTTOM r'^� 7 GYPSUM BOARD ANY STORY 0.70 ,/ PLATES,AND ALL HORIZONTAL GB (� FASTENING JOINTS BLOCKED 8d@ 6"oc toed in L along braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- X E POSURE B - Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Three fi TOP PLATE 6" Seed Srmph)econd Gust wind 90 100 110 120 130 THREE SPEED (mP) WIND90 100 110 130 90 100 110 130 STRUCTURAL SHEATHING 0 8d COMMON NAILS ROOF PITCH RW SPAN Number of 8d Common Nags or 10d Box Nails Required Capacity of Ride Connection If 1,2,3,4 @ 6"O.C.ON EDGES I I I I I I X E F E F E F E F E F 00 in each end of 1-Y" x 20 gage strap 1,2,3,4,5,6, q P Y 9 �P ) II li II II ONLY I-�' ��I Sheathing Location: Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 1l?_" P,11N. STRUCTURAL TOP PLATE II II II r6- with (inches, o.c.) or 10d Box Nails (inches'o.c.) 16 2 2 2 4 126 178 235 298 WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 3:12 204 2 3 3 5 189 267 353 447 @ 12"O.C. ONFIELD ONLY AT STUD TO FLL R ASSEMBLY To SILL PLATF(S)CONNECTION 16 6 12 6 12 6 12 6 12 612 28 2 3 4 6 252 311 471 597Interior Zone 32 3 3 4 7 252 356 471 597FCR STRA?- 3 8 c COM�DN NAILS(a EA END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 79 ill 400 145 671 CR C LOF EA.P'_:TE TO PLATFORI,.1 BELOW_ SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 24 6 12 6 12 6 6 s 6 6 121C d CON'MC .NAILS @ 16"0 C W/ 5/ "DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 g SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12 6 12' 6 12' 28 2 3 3 5 185 258 338 427 OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE eLENGHT OF BRACED WALL PANEL erimeter Edge s 12 s 12 s 12 s s s s 36 2 3 4 6 238 332 435 549 MIN.. USE SIMPSON SET EPDXY-TIEL Zone 12 1 1 1 62 87 114ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE 19.2 6 12' 6 12' 6 6 6 6 6' 6' 16 1 1 2 2 83 115 152TO SECURE ANCHOR, DRILL 3/420 1 2 2 103 144 190 3g-16d 16"oc F6 12' 6 6 6' 6' 6' 6' 6' 6' 28 2 2 3 4 124 173 228 287@ DIAM. HOLE FOR EPDXY. FOLLOW 2424 2 2 2 3 124 173 228 287alon braced wall BRACED WALL PANEL CONNECTIONMANUFACTURER'S INSTRUCTIONS. Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4 4 444432 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431TO PERPENDICULAR RAFTER• able Endwall Rake or Rake Truss W/O Rake Overhang s s 6 6 s s s s s' s' 12 1 1 2 57 79 ,03 ,30 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END SHEARWALL SLAB 0N GRADE Rafter/Truss Spacing Minimum Number of 8d Common Nails 6:12 24 1 2 2 3 115 158 207 260 Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 - 241 - 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E-NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 151 200 259 3248d �6"oc toed inalong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDEOFTHE ROOFPEAK,THE4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building corners. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAILTOP PLATE along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge 6' stra s acin s multi I the tabulated values b the a ro riate multi leer below. o CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS P P g � P Y Y PP P P1/2"Mid. TRUCTURAL FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAILRidge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C. ON EDGES6„ 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAILis attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the touloted number of 10d box @ 12"O.C. ONnails in a steel stra3-16d@16"oc 8d COMMON NAILS Palong braced wall FIELD ONLY @ 12"O.C.ON 7. �' 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equlivalent. AT STUD TO FLOOR ASSEMBLYTO SILL PLATES)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END of STRAP W/ V8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA ?LATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C. ON EDGESUPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d coMl,ioN NAILs @ 16°o.c. ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION Z OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY ) CORNER HOLD - DOWN DETAILSFLOOR JOIST alon braced wall Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf O MIN.. USE SIMPSON SET EPDXY-TIE gHIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO S'FUD CONNECTION@ 16"O.C.along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND100 110 120 130SILL PLATE TO SECURE ANCHOR, DRILL 3/4" SPEED (mph)ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L FRAMING SPACING ROOF SPAN umber of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (in•) (+u) in each end of 1-Y' x 20 gage strap 1,2,3,4216d COMMON"SIMPSON"PH RED AR 12 1 2 2 2 N.K,POURED CONCRETE/ NAIL " . . �c CMASONRY TOP PLATE FOR FULL LENGTH FOUNDATION 620 2 2 2 3 0 °° OFSTUD8d COMMON NAILS 12 24 2 2 3 3 @ 12"O.C.ON 28 2 2 3 4 � o FIELD ONLY 32 2 3 3 4 °°END SHEARWALL ON FOUNDATION 1/2"MIN. STRUCTURAL 36 2 3 3 c1 ti � 'X WOOD PANEL 12 2 2 2COMMON NAILS 16 2 2 3@ 6"O.C. ON EDGES 20 2 2 3 4 i I OFL LONLY 16 24 2 3 3 43-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 536 3 4 4 6 °°12 2 2 3 3 ° AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4L FLOOR olsT 20 2 3 4 4 BLOCKING @ ° (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5ENDWAL FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 SILL PLATE .. L L32 3 4 5 6 00 p PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR8d @ 6"oc toed in ANCHOR BOLTS 16 2 3 4 5 N along braced wall SIMPSON PH oo w CLG JTS POURED CONCRETE/ 24 24 3 4 5 6v MASONRY 28 3 4 5 7TOP PLATE FOUNDATION 32 3 5 6 7 NOTE: 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S2. Tabulated uplift connection requirements assume a building SPECIFICATIONS ocated in Exposure B. 3. Tabulated uplift connection requirements assume a roof andDETAIL ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a p O ceiling assembly is not present or if the ceiling assembly is not Q >- >- WaII Sheathing and CIaddina Attaehment Requiremenis connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. Oshall be increased by 1 nail at each end of the strap. � Lu wAT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B 4. Minimum ASTM A653 Grade 33 steel strap.(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS):> FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust wnd 0 Q 090 100 110 120 130 Y � 0 8u .-)6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Speed (mph) O 0 �Yng braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING FLOOR JOIST _ or- OmE F E TF E F E FSIMPSON HOLDDOWN W/ 5 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON /8 Stud Spacing Maximum Nail Spacing for 8d Common Nails 6„ ATR(ALL THREADED ROD) Sheathing LocationSEE THIS SHEET FOR DETAIL (inches, o.c.) or 10dBox Nails (inches, o.c.) "SIMPSQN'�PHD6 NAILS @ 6"Q.C. FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 128d COMMON NAILS OFSTUD Interior Zone 6 12 6 12 6 12 6 12 6 12 °°@ 6"O.C. ON EDGES is ° ° 0 LU O N ONLY 24 6 12 6 12 6 12 6 6 6 12' ° UU Z1; "MIN. STRUCTURAL 0 z J O V:30D PANEL 8d COMMON NAILS@ 12"O.C.ON J J O12 6 12 6 12 6 12 6 12 aFIELD ONLY 4 EDGE ZONE" 6 12 6 12 6 12 6 12 6 12 II W3-16d@16"oc 5 24 6 12 6 12 6 12 6 12' 6 12' I I LLB 0 a'_ng brac=d wall SIMPSON HOLDDOWN W! �8 "DIAM. ,° Q �ATR(ALL THREADED ROD) O ANCHOR, EMBEDMENT LENGTH OF BOARD SHEATHING or LAP SIDINGANCHOR IN CONCRETE IS 10"MIN.. 4 Z 0 Ur Q FLOOR JOIST- USE SIMPSON SET EPDXY-TIE HIGH Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Sheathing Size (inches,o.c.) Box Nails per Support NOTE: „° W (� LLJ � STRENGTH EPDXY ADHESIVE TO 7/8 THREADED ROD EMBEDDED 121/2 W - SILL PLATE= SECURE ANCHOR, DRILL 3/4"DIAM. 1x6 or 1x8 Sheathing 12 24 2 2 2 2 2 ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 U CY) ANCHOR BOLTSHOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS c~i IZ 0 w CN MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT. (HIGH STRENGTH 0 z _ =E-Nail spacing at panel edges(in.) wACRYLIC ADHESIVE O w O LL!POURED CONCRETE/ F-Nailspacingatintermediatesupportsinthepanelfield(in.) MANUFACTURER'S SPECIFICATIONS ) c- Q 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DVJG NO G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. �r 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 13 15- 1 TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPEC;IrS SIZE (FEET) 4 X 4 8FEET 6 8 10 12 14 16 18 2 -2 X 6 6 - 11 5 - 11 5 -4 4 - 10 4 -6 4 -3 4 -0 4X6 8FEET 2 -2 X 8 8 -9 7-7 6-9 6 -2 5-9 5 -4 5 -0 2 -2X10 10 -4 9 -0 8 -0 7 -4 6-9 6 -4 6 -0 6X6 14FEET 2 -2X12 12 -2 10-7 9 -5 8 -7 8-0 7 -6 7 -0 3 -2 X 6 8 -2 7 -5 6 - 8 6 - 1 5 - 8 5 - 3 5 -0 SOUTHERN PINE 3 -2 X 8 10 - 10 9 -6 8 -6 7-9 7 -2 6 -8 6 -4 TABLE R507.9.3 (2) 3 - 2 X 10 13 -0 11 -3 10 - 0 9 -2 8 -6 7 - 11 7 -6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3 -2X12 15 - 3 13 -3 11 - 10 10 -9 10 -0 9 -4 8 - 10 j 3X6 OR 2-2X6 5 - 5 4 -8 4 -2 3 - 10 3 -6 3 - 1 2 -9 MINIMUM ENC AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6 - 10 5 - 11 5 -4 4 - 10 4 -6 4 - 1 3 -8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10OR2-2X10 8 -4 7 - 3 6 -6 5 - 11 5 -6 5 - 1 4 - 8 3X12 OR 2-2X12 9 - 8 8 - 5 7 -6 6 - 10 6 -4 5 - 11 5 - 7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INCHES DOUGLASFIR-LARCH. 4 X 6 6 - 5 5 -6 4 - 11 4 -6 4 -2 3 - 11 3 -8 F1EM-FIR, 4X8 8 -5 7 -3 6 -6 5- 11 5-6 5 -2 4 - 10 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES ' c':'RUCE-PINE-FIR, REDWCOD, 4X10 9 - 11 8-7 7 -8 7-0 6-6 6 - 1 5 - 8 k'.ESTERNCEDARS, 4X12 11 - 5 9 - 11 8 - 10 8- 1 7 -6 7 - 0 6 - 7 FONDER FONDEROSA PINE, TABLE R301.2.1.2 RED P 1 N E 3 -2 X 6 7 -4 6 -8 6 - 0 5-6 5 - 1 4 -9 4 -6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3 -2 X 8 9 - 8 8 -6 7 -7 6 - 11 6-5 6 - 0 5 -8 FOR WOOD STRUCTURAL PANELSa,b,c,d 3 -2X10 12 -0 10-5 9 -4 8-6 7 - 10 7 -4 6- 11 3 -2 X 12 13 - 11 12 - 1 10-9 9 - 10 9 - 1 8 -6 8 - 1 FASTENER SPACING (INCHES) a,, FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET < 6 FEET < 8FEET (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2-INCH 16 10 8 EMBEDMENT LENGTH JOIST SPAN No. 10 WOOD SCREW BASED CONi.Z:vTION DETAILS 6' AND LESS 6-1" TO 8' 8'-l"TO 10' 10'-l" TO 12' 12'-1"TO 14' 14'-1"TO 16' 16-1"TO 18' ANCHOR WITH 2—INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH co z Y4 —INCH LAG SCEW BASED o 12 INCH DIAMETE EMBEDMENT LENGTH F� LAG SCREWWI 1/2 INCH ANCHOR WITH 2-INCH 16 16 16 W MAXIMUP.1 SHEATING 30 23 18 15 13 11 10 SEAL a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. ��E D AR \ b.Fasteners shall be installed at opposite ends of the wood structural panel. 1/2 INCH DIAMETER BOLT W/ 1/2 INCH c.Nails shall be 10d common or 12d box nails. ��' try N K 36 36 34 29 24 21 19 d.Where screws are attached to mason or mason /stucco,the shall be MAXIMUM SHEATING masonry masonry/stucco, y � Q attached utilizing vibration-resistant anchors having a minimum ultimate W11 l",� o ^+ r withdrawal capacity of 490 pounds. z";N ,k" CHAPTER 3 BUILDING PLANNING CP 1/2 INCH DIAMETER BOLT W/ 1 INCH SECTION R301 DESIGN CRITERIA MA7:1 M UM SHEATING 36 36 L9 24 21 18 16 WOOD STRUCTURAL PANELS WITH A MININUM THICKNESS OF%s'AND A MAXIMUM SPAN T F 0 F ti OF 8 FEET SHALL BE PERMITTED FOR OPE14ING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THEGLAZED OPENINGS WMTH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 I.R.C. TABLE R507.6 0 o DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION Y U co W co _ SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF Cco " S,-CCIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN Q0 12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9,2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. 2 X 6 9 - 11 9 -0 7 - 7 6 -8 6 - 8 6 -8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 2 X 8 13 - 1 11 - 10 9 -8 10- 1 10- 1 9 -8 POUNDS (6672 N). WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH SOUTHERN FINE FIGURE R507.9.2(2), THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN Y Y 2 X 10 16 -2 14 - 0 11 -5 14 -6 14- 0 11 -5 FOUR LOCATIONS PER DECK, AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN Q o 0 2 X 12 18 -0 16 -6 13 -6 18-0 16 -6 13 -6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). O fr- W w 2 X 6 9-6 8 -8 7-2 6 -3 6 -3 6 -3 z Q� o J � COUGLAS FIR-LARCH, o -j 2 X 8 12 -6 11 - 1 9 - 1 9 - 5 9-5 9 - 1 y o Q o F,EM-FIR, o a: ° _ SHEATING Z 1. Cf) SPRUCE-PINE_-FIR, 2 X 10 15 -8 13 - 7 11 - 1 13 -7 13 -7 11 - 1 SIDING o :) uj >_ 2 X 12 18-0 15 - 9 12 - 10 18- 0 15 -9 12 - 10 FLOOR SHEATING NAILING AT FLASING FOR WATER TIGHTNESS 6"MAXIMUM ON CENTER 2 X 6 8 - 10 8 -0 7 - 0 5 - 7 5 - 7 5 -7 JOIST WITH OLD DOWN TO DECKING HOLD DOWN OR F E DUVOOD, OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS STAGGER FASTENERS IN 2 ROWS IN ACCORDANCE WITH TABLE R507.2 WESTERN CE D/\RS 2 X 8 11 - 8 10 - 7 8 - 8 8 -6 8 -6 8 -6 FLOOR JOIST APPROVED JOIST HANGERS FONDEROSA PINE, 2 X 10 14 - 11 13 - 0 10 - 7 12 - 3 12 -3 10 -7 Z LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB.CAPACITY AT 4 LOCATIONS,EVENLY DISTRIBUTED RED PINE FLOOR 7JOIST DECK JOIST W 0) 2 X 12 17 - 5 15 - 1 12 -4 16 -5 15 - 1 12 -4 ALONG DECKAND ONE WITHIN 24"OF EACH Z U O N Z END OF THE LEDGER.HOLD-DOWN DEVICES U SHALL FULLY ENGAGE DECK JOIST PER z Z ___I 00 O LHOLD-DOWN MANUFACTURER. J Lij � N �AtLEDGER 5.5"MIN FOR 2X8 W 0 6.5"MIN FOR 2X10 � � 7.5"MIN FOR 2X12 A FULLY THREADED 3/8"DIAMETER ILAG Q W 0 TABLE R507.7 SCREW PREDRILLED WITH MIN.3"PENETRATION O MAXIMUM JOIST SPACING FOR DECKING W p - T ENTER OF TOP PLATE,STUDS,OR HEADER. Ur i Q Z w �I 0 DETAIL A DETAIL B r DETAIL "C " 0 ° `� C)F4ATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING " " " " U L7 e— NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS (n — W DECK ATTACHMENT FOP,LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS 0 2 v 0 M 11/4-INCH-THICK WOOD 16 INCHES 12 INCHES 'DISTANCE SHALL BE PERMITTED TO 'NOTE:THIIS DETAIL ISAPPLICAPABLE U a O Z CV BE REDUCED TO 4.5"IF LAG SCREWS WHERE FLOOR JOISTS ARE w z T_ _ ARE USED OR BOLT SPACING IS PARALLEL TO DECK JOISTS. 0 CK J 0 �? WEDUCED Q � 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TOATTACCH02X8LEDGERS TO2X8THAT OF LAGWS a U Z F— o BAND JOISTS. L>WG NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3 � 1 \ 4 BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE -- WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE -- FOR WOOD STRUCTURAL PANELS a,b,1,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)Q'b FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN< 4 FEET PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 �i OR END JOIST �— MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C. EMBEDMENT LENGTH .�` 8d a,6"O.C.A�ONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT _j No. 10 WOOD SCREW BASED _' ANCHOR WITH 2-INCH 16 12 9 BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER EMBEDMENT LENGTH —r - BRACED WALL PANEL -� BRACED WALL PANEL BRACED WALL PANEL / SECOND FLOOR Z Y4 —INCH LAG W ANCHOR WITH 2C1 CHEW ASED 16 16 16 3-16 d C 16"0 C.A_OPJG 3-16d @ 16"O.C.ALONG 3 16d AT EACH 48.. BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE ® INTERIOR ZONE BACK @ 4'-0"O.C. �— CONTINUOUS RI 1 ADDITIONAL FRAMING FULL HEIGHT BLOCKING ® PERIMETER ZONE a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS FOR SI I INCH=25.4,01 IN EA.ZONE BACK @ 4'-0"O.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE - SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. ?3103. 1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open .,ent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) o.nse, Tation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than BATHTUB (with or without 7 ' -0" above the roof. S c. ?3103.2 — Frost Closure shower head and/or 1 1/2 W'.ier 95�' value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: 1F,ss 'than 1 foot inside the thermal envelope of the building. Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS Ll3u3 Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR L t— � � D traps, with or without WALL LINE. L D/6MAX. I PERMITTED I dishwasher and food waste 1 1/2 disposer) i D/6MAX. SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower (based on the total DAMAX. O flow rate through showerheads and bodysprays) F Flow rate: w 5.7gpm and less 1 1/2 D more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D/3MAX. SEAL _ AIR S! IELD more than 25.8gpm up to 55. 6gpm 4 ARE D '1 R� N.K. T Fti��r 110' E: FII, , JOINT WITH LI(,1U D FLASHING & CREATE 1" BAND NOTEJOIST-END OVE . THE JOINT ARE, DO NOT STRIKE FLUSH WITH SHEATHING MAX.OFROM s h SUPPORT FLOOR CUTS . SUF 'ACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTSnla_ y' OF UL 127 AND SHALL BE INSTALLED AND \ C :�iEATHING JOINT TREATMENT TERMINATED IN ACCORDANCE WITH THE 9 0 ' 9 � O MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D �F\ 0 �1 �r D/3 MAX. — -4 RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION co LLJ PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. Y U co W cC% S � U c� THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL Y Y SECTION 1265.4 SIGN OR SYMBOL � � 6" DIAMETER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS 0 O O STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST Q > CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND � w w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED m z z IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM PMS #187. p _j Lu EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: ( ) 2 THE SIGN OR SYMBOL SHALL BE OF STURDY,NON FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER O -' 0 (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, O � Y O Q O OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O = o = " Y SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF TOP PLATES REFLECTIVE RED i �' I OR DECAL z � � PANTONE#187 � kf THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o p N Q f REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: m =x' AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE r� BORED HOLE MAX. ' A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATON SHALL BE V AND DIA.40 PERCENT ,EMERGENCY AT THE RESIDENTIAL STRUCTURE THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (J)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE ,• - OF STUD DEPTH z EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATON SHALL BE"1","II","III","IV",OR'V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE T LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) "i (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: W N s f o.�.- . OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; ° 5/8"MINI.TO EDGE Z U U z CD HAVE BEEN AFFIXED. (J)"R"SHA-L MEAN ROOF FRAMING;AND J W J p ul "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT � N (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART O EXCEED25%OF _ I CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN t i OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH j 0 SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. IF HOLE IS BETWEEN 40%AND 60% Li O BORED HOLES SHALL NOT BE � .. 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Q o _ ` OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND MORE THAN TWO STROKE ROOF FLOOR STUD SECCESSIV'E STUU DS ARE DOUBLED W Q Z w I I OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED Z 0 Ur Q MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS p L — UI DES/.'NATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W CO W COCOM:-ONENTS THAT ARE OF C — TRUSS TYPE CONSTRUCTION R I NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O U w INCLUDING o W O Z (V DRILLING AND NOTCHING DETAIL O =Z Y = FLOOR FRAMING , ti — O U� W W M U Z � Q '' GIRDERS AND BEAMS V OF STUDS F- o ti ROOF FRAMING F / DV✓G NO + FLOOR AND ROOF FRAMING y� ROOF AND FLOOR �) BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION.