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HomeMy WebLinkAbout46507-Z xA �o�OgtlFFOiKcp�, Town of Southold 7/21/2024 . y P.O.Box 1179 CO .53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45379 Date: 7/21/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1795 N Parish Dr., Southold SCTM#: 473889 Sec/Block/Lot: 71.4-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2021 pursuant to which Building Permit No. 46507 dated 6/29/2021 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: additions and alterations, including kitchen renovation, covered entry, deck and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Ewing,Susan&Todd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46507 12/14/2021 PLUMBERS CERTIFICATION DATED 9/23/2022 EflKRomanelfi 0 00rio Signature o�SUFFQt�,co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�olt� 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#: 46507 Date: 6/29/2021 Permission is hereby granted to: Mcguire_Ewing, Susan 75 Hoffman Ct Rivervale, NJ 07675 To: Construct deck additions, interior alteration and replace windows to existing single family dwelling as applied for with Trustees #9907A At premises located at: 1796 N Parish Dr., Southold SCTM #473889 Sec/Block/Lot# 71:-1-16.1 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 12/2912022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $317.20 CO-ADDITION TO DWELLING $50.00 Total: $367.20 Building Inspector OF SO(/ry�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(d-)town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan Ewing Address: 1795 N Parish Dr city:Southold st: NY zip: 11971 Building Permit#: 46507 Section: 71 Block: 1 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 13 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights 1$' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven DW, Micro, Hood, 200A Panel 42 Circuit/41 Used Notes: Kitchen Renovation and New Service Inspector Signature: Date: December 14, 2021 S.Devlin-Cert Electrical Compliance Form soy Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD SEP 2 2 2022 BUILDING DEPT. TOWN OF SQUTI-1011) CERTIFICATION Date: / o?3 a7o� Building Permit No. q G s-a Owner: CGtJ iyl (Please print) Plumber: R01A40-kI e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day 20�_ CONNIE D.BUNCH Yv� Notary Public,State of New York )) No.01BU6185050 Qualified in Suffolk County Commission Expires April 14, Notary Public,. Gounty OfSO//j�o h� 6 # # TOWN OF SOUTHOLD BUILDING DEPT. o`�couxn ,�Q 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ' ] ROUGH PLBG. [ ] . OUNDATION-21SID [ ] INSULATIOWCAULKING. FRAMING/STRAPPING [' ] FINAL [ ]- FIREPLACE & CHIMNEY [- ]- FIRE=SAFETY INSPECTION [ ] _FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ 51—( —w hl� _ Ct 4V . DATE �OZ� INSPECTOR OE SOUIyo� 6 56 -7 ' f sw # # TOWN OF SOUTHOLD BD G T�DEPT. , 765-1802 INSPECTION - I FOUNDATION 1 ST [ ] 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 REMARKS: ld � a-�,� d DATE �� INSPECTOR ` ' pf SOUIyo� 4 b �0� j�� � � # TOWN-OF SOUTHOLD BUILDING DEPT. �yinmm � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: aA", DATE INSPECTOR Ko� SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL Kit, NWT' jw;,j d1�1S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE /-C/O [ ] RENTAL REMARKS: y DATE y INSPECTOR ERobert James Hi ins Architect 199 50--Hidden Acres Path., ad""'-'i ng M v "'. NY 11792 . e r 631-208-3351 ONO\, R.archibob@aol.com September 23, 2021 Town of Southold Building Department. P.0'' Box 1179' Southold,NY U: rrqposed;epova#qn to: 1795 NoIrtfi Parish Dr. Southold, NY 11971 Upon review of the installation of the insulation, to the best of my knowledge,, belief and professional judgment the insulation was installed in accordance with'Ahe approved drawings and'the NYS residential building .code of 2021 Respectfully submitted, J E Robert 14iggins, Architect e w • � ^ ® do FO ---------- FOUNDATION r PJA rFRAMING . r r • STATEIENERGY CORP, N"A`rx, I�1 9 IM,q,.!n 1 �$ufFUtk , 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.southoldtown .gov Date Received APPLICATION FOR BUILDING PERMIT I For Office Use Only PERMIT NO. 150 Building Inspector: MAY - 3 2021 I }Applications andforrr�s must be-filled out m their entirety Incomplete f'�,�'F-F��sp r,_,��, applicattansw�ll not be accepted:'';Where the Applicant is not fihe`owner, Owner's Authorraatton foriri-(Page 2)sha!(be completed;,P t�`'� ' ` _ �` r _�\ . ,,.:spa°<!;„��" --�_, - -- a" t �°,.:,,vs r:•r. s ,y ,Ylr�: - 7''-, , Date: OU'VIVER(5j-0F PR+DPERTY• ��' 'f' 3 � r � + � ` -t � _, _ .J ' ° t-; r'1.rY'm, F L i• yM t .,; 4_ -4' -' .-fin < ,l r 3 Name: �.....1r •dd.__...... .u�.;r,. SCTM#1000- Project Address: ...:_......_.....,., _..,:...,...:,..:_ _.7.. _5.,_.....N....._:._..._.._:Q�c�at,,.:..._QT:._s .:.._.....Sv,:�� JQ_ :.-....,,- - .r.. Phone#: 2v 1 - 2 j (v4 Email: evJ;to Mailing Address: l�1.: 11or�,� c : CONTACT PERSON y j4. .t• Name: Tocjd Mailing Address: 1-�RS... /l�r� t^ 'r 5:�. .:.��.. 1� ��Jlrl.�ald tU �� 1 ( i 7 1: Phone#: v_ Email: DESIGN PROFESSIONAL Name: Mailing Address: Phone#: (� _ g _ 1 Email: (l 6 ryCONTRACTOR Name: IAja lter lnr�S�a� Mailing Address: 1, o LWe-tls f\)Y 1-1? 16 Phone#: Email: Wbfwla,I ,co,-) rl'•°a".s%" :r->S`k^y.« --- - --.-:s..;`„c.,.".,,.,.,,. .aq",� F - .,h„," �;j..�%: -t s•:°' :a -t F ❑New Structure ❑Additio Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No 1 CZ, j, Mk Existing use of property: Intended use of property: 4,t, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 0 this property? E]Yes ®No IF YES, PROVIDE A COPY. "C-i�� 4tdMv.water issues i 1000C poyrsy fiw6fjIId(Q1P4rmjt pursuant Ordinance 6H ?-Town.0 4 jk— 'I b ' -4 UquOqldi ;,i 6� i jj�!��cirop lea 1naqqqs0r;Rega!AoQ for-A j ,pumstiable asp Gass Aailsdergeanor purs�antto Se""ction,2i;0.45�of the.New YoriC State Penal I.au+r_� t ,R{- � , ,�" � � p Application Submitted By(pr j n name): I OCU-1.6)i yi� DAuthorized Agent MOwner .......... Signature of Applicant: Date: Zo,-a t STATE OF NEW YORK) COUNTY OF 5111t TL C18 CLQ10 being duly sworn, deposes and says that(s)he is the applicant (Name of individual s ig9 contract) above named, (S)he is the nof—w (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 nj day of Maq 20 -law 0-( ZUZkA d Notary Public 0 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30-,2tjQ,!2 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 Glenn Goldsmith,President ( so UT Town Hall Annex c Nicholas Kxupski,Via:President ',�Q ,�� � 54375 Route 25 John M.Bredemeyer 11I P.O.Iiox 1179 ID Southold,New.Y"ork 11971 Michael J.Domino cn G 'Telephone(631)765-1892 Greg,Williams Fax.(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9007A Date of Receipt of Application:,June 1,.2021 l Applicant: Susan &Todd Ewing '' SCTMM 1000-714-16.1. `I J U N 2 5 2021 Project:Location:•,1796,North Parish Drive,.3outhold Date'of Resolution/issuance: June 16, 2021 Date of Expiration;June 16,2023... i7*7 T!TNf; DEZPT. Reviewed.by: John M:Bredemeyer, 111,.Trustee Project Description: Replace windows, remove interior non-load bearing wall to. enlargehkitchen area; replace four.(4)existing sliding doors on rear of house.with Two(2) 142 hx80"'four.panel"patio,doors;replace existing side door and landing with a 36" Anderson W straight line out swing French door onto a.5'6"x8'deck landing with steps; construct:roof extension overhang to cover 6'x8'4"stoop. Fiindings:,The project meets all the requirements for issuance of an Administrative -Permit set.fortii'in'Cha0ter.275•of the Southold Town Code.The issuance, "an. Administrative Permit alloWsd for the operations-as indicated on the site plan prepared by Robert James Higgins,Architect,•dated March 30,,2021;and stamped.-approved on June 16.2021` SpeciAtonditions: None. ..: Inspections:Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter.275 of the Southold Town Code, a Wetland Permit will be required, This is not a determination from any other agency. Glenn Goldsmith,President Board of Trustees Glenn Goldsmith,President soUry Town Hall Annex A.Nicholas Krupski,Vice President ��� Ol0 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G -11C Elizabeth Peeples Q Telephone(631)765.1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #1964C Date:October 5,2022 THIS CERTHUS that the replacement of windows,remove interior non-load bearing wall to enlarge kitchen area;replace four(4)existing sliding doors on rear of house with Two(2)142'/4"x80"four panel patio doors,•replace existing side door and landing with a 36"Anderson 181 straight line out swing French door onto a 5'6"x8'deck landing with steps,•construct roof extension overhang to cover 6'x8'4" stoop; At 1795 North Parish Drive,Southold Suffolk County Tax Map#1000-71-1-16.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 1,2021 pursuant to which Trustees Administrative Permit#9907A Dated June 16,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for replacement of windows,remove interior non-load bearingwll to enlarge kitchen area;replace four(4)existing sliding doors on rear of house with Two(2) 142'/4"x80" four panel patio doors:replace existing side door and landing with a 36"Anderson 181 straight line out swing French door onto a 5'6"x8'deck landing with steps:construct roof extension overhang to cover 6'x8'4"stoop. The certificate is issued to Susan&Todd Ewing owner of the aforesaid property. i Authorized Signature E <YJ E u E D JUL 1 6 2024 Building Department , Town of Southold f { New York State Department of Environmental Conservation Environmental Analysis Unit Bldg. 40 SUNX Stony Brook, N. Y. 11794 516 751-7900 Peter A. A. Berle, Commissioner Date. September 19, 1978 Re- TVA 15276-0284 Construction of. a one--family dwel Mr. Robert E. McGuire ing on parcel northeast of North- 55 Huff Terrace field Lane, north of residence, Montvale, N; J. 07645 now or formerly Quinn, Bayview, Town of Southold Dear Sir; As a result of your inquiry concerning the above referenced parcel, this Department has conducted an on-site inspection. We have found the parcel to be above elevation 101 . Therefore, pursuant to Part 661, Official Compilation 'of Codes, Rules and Regulations of the State of New York, Section 661.4 (b), no permit under Article 25 (Tidal Wetlands) of the Environmental Conservation Law is required. There is to be no alteration below 10' contour. , Very truly yours, T .� Loca �T ad 1 Wetila ds per4' dinistr o c.c. Bob Villa -S.C.D.H. enclosed Receipt # U 07248 t 2 IS L� V L5 �A LING QEP t1 `8'-Electrical Inspector TOWN OF SOUTHOLD To all Annex- 54375 Alain Road - PO Box 1179 . SEP ' 8 2021 Southold, New York 11971-0959 A�'BUITMING IDEP'i'.[elephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION •ELECTRICIAN INFORMATION(„ii information Required) [date: 9/8 a t Company Marne: ,S G c rLtG Name: U r, am t C L.ca License No.: email: � .SZ re Y/ 0- A n L, Cw- Address: ?�w., .2 /S - S o U71-Lb e--p Phone No.. S-/6 JOB SITE INFORMATION (Ail information Required) Name: & Address: s- rAA s h j2d o ort, cD Lo Cross Street: - Phone No.: Bldg.Perrnit#: S"o 7 email: 65/6 q Tax Map District: 1000 Section: Block. Lot: BRIEF € ESCRIPTION OF WORK (Please Print Clearly) P'yo: � tZ35^)o VA 0.14 Glide All That Apply: t: Is job reach for inspection?:, SNO NO ough In Final Do you need a Temp Certificate?: Issued On ,Ternpa l€ftrma#lon: (Ali information required) Service Siz Ph 3 Ph Size: ta O o A #Meters �� Old Deter# New service- Fire Reconnect-Flood Reconnect Service Reconnected- Underground O�e�ead Underground Laterals 1 2 l# Frame ole Work done-on Service? Y N Addiftnal l4brmation: �� r,J�/✓Li' �'2 -- U cam. _i_.IZ us:f PAYMENT.D.LIE. T 1. LICATM Request for Inspection Form.)ds L LJ r �L Kh I icy Z� ' �oSu�Fnt,�oo �O Gy BUILDING DEPARTMENT-Electrical Inspector o: TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y.1�01 `1a0l. Telephone(631)765-1802-FAX(631) 765-9502 Temporary Certificate # a Date q O 2021 Customer Name �5wi!1v Electrician Name Address M5 Phone S/ 61 e-mail e-mail 1r,S coy) [Phone p License# 76 Size_2,:,�OA Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 'e WING DEPARTMENT- Electrical Inspector TOWN OF SO.UTHOLD s j � _ _ ., S E P - 8 2021r°�all Annex 54375 Main Road PO Box '�'!79 Southold,.New York 11971-09c9 I3UI1LDING DES'?'.T eleuhone (631).765-18f12 - FAX.(631) 765-9502 soaholo+ rtC.co .. setsoureldtcwnov R ELECTRICAL. INSPECTION LE MI INF WATION winfom-od r►Requ�d) Date, 9`8 0?. t Company ne: < S i,.:� G c ra Vie: Li f <.t C l:�r� No.: 57�i7� email: �.,� (o Y/ �- a YZ I1FO 'tG Gill trrnfomt�tioc�Requi 1,?1,9S- Address: . S / .AA-Z S Ad O vT 4-0 l Cross street �_.. i?hQRs No.: Elidg:Perrnit#: S email' .CYS:/6 y a=a- &-oG . e.w-•f 100Q Sean: Bl ock;. Tax-�._ ��- 't; Q ' '€ON'OF'WORK(Please Pri Gleacl�t� C e AN That Apply: Is 'ready fat i�ts�n?:, YES NO ough ln' l^inal Do you.need a Temp Certlf ate?: YES NO issued €3n e'(Yl-((I I��q e ft:Infor ion: (All irdbrMatiOn requited) Se�oe S' Ph 3 Rh Size: 900 A #Meters _ Old ulster# New Service- Fire Reconnect- Flood Reconnect Service Reconnected - Underground Over'nead C)rEderrond Laterals 1 2 H Framealeorlc dare an Service? Y IsA1uE;s- .DUE.trlVIMAPPE:Ci CO, ryq Request for respedbon Fo m-ds r / ( / �z C 1 PERMIT # r Address: Switches I 1 I Outlets GFI's l� Surface I 1 Sconces 1 HH's ll� UC Lts ' Fans Fridge HW ...., . .., Exhaust Oven W/D Smokes DW Mini Car'bori Micro Generator'. Combo C66ktop. Transfer AC. AH Hood Service . Amps 'Have- Used Special: Comments: SUE LK HEAT-1 }ti U},P'E . i+E'E'F�UVIkE_ _ EXE C.0 N 1 C . - t y. II ! _ -P'OF_P.R. - - ,yh i NI'$ - a- r. - of Ir�-r>;r _...,. . . SE!NA t?L7SAL THE 601TI` 11ttA'1"I~>=2 SUPPLY AND SEWAGE.DISPOSAL .. - � �s' - SYSTEMS EMS FOR _-T}-IIS. RESIDENCE , -WILL - E. :.: `�� CONFORM -TO .l'liF_ 'STANt?l�t2D4..` C7F TI-{E SUFFOLK CO. DEP'C. OF HEALTH SERVICES. BAY V[E:W. . ' 4 fi _ �� (S) . AWN QF.SOUT 3 i_D ,N•Y..- r�C API'I.ICANT ty t.; . •• SUFFOLK-:' COUNTY DEPT. OF !-il~AL-i"H SERVICES - FOR APPROVAL OF CONSTRUCTION ONLY • DATE:• t': : �r H. S. REF. NO.: .5 G ! E a� a APPROVED:- i SUFFOLK CO. TAX MAP DESIGNATION.: t. 1L. ._ ` ,-w�°•` �'-� �- �D� [ �' DIST. SECT. BLOCK pCL. .• .:. . �� .. �� .•..�,�•..� �\ ,.4 - _'�� � . . -. 1000 . . .: 071 .:. . .. ! f�A2S-tl}'L01"fG' Ao--•., , OWNERS ADDRESS: - 1aUF�i -ACE _ o 110T%At_!r N3a,076 3 CO -Fn 01 DEED: L. P. -. 3:f i.✓: •.• c�'1� '� - - �,: �! 2- STAMP SCAL f�.:L �ts�u. O� �• _� `, cv tj TEST HOLE a "` M• `S` C'r•It\' ��n L `O C `` GidADE At1f![OkIZPD ALY:RATION OR ACOfROtj = '. ler�•)3�,4G1�3 f'i 1�1 .. _ - �'. �• ';y, \• .. �Jl'�' - O TSI!5 SURVEY 15 A VIOLATION OF h �[� y� �4J 1 ``' [CTION 7209 OF THE NEW YORK STATE CJT f J� J 1. „ \ uN� ► t �� DUCATION LAW. p t h(� Oil:S CIF TINS S:ZV:Y MAP NOT BEARING i !�'�.�3 [.V • i'Sa •� •IaFJ 3 d� (}��. Qtl /(.� .lFi-��,� r 1::L a:.O SEA1 V AIL NO D SEAL SI -� t _� � '.i:C:::!U S[Ai S:iA:L NOT 1>}CONSIDERED l,£ �, D i� ✓; /-� .. ! .,_.LOAM C_A YAU9[:Uc C_PY. r O Y' YiS IT,_!CP.T:D N'REON SHALL kLW % 'a ,: /• P �Y��«' i =� / t-1Y TO rFC.WHOM TN_SURVE• D 0:1 H:5 G:31ALF TO PIE .� N. ., .� n t' .. Y A.IZQC 5?:C h i 1ST' I - - •\ Al:P 1 , �•._,, ;G q.. O v.t _ T 1- - - C i3�'t.G -r•' SS:G.�SC\_ Iili?� A ••� q t• A }C c - s r - >sA eL ? .. ` T e/.. N T1A1.'ST�. 'iE_5 A } LAdA['a I JT:O` G \4-3 a b' c 4d pt �` _ - oR su:6Eo UE tO Ada rlout dST f _ l'a t—• .....J.d-ia . t - _u, /•� 7 y1 - Q t a --•tea+ t @ N C EA a k v w� r . - •i f!. r 11 p - - 1 . ry r• --- — L- c• vyr T CLAY.- 'C h `g M nii ti a,• � r _ I: r =3. t. i n ASJ •r 'c Y' J- of .f- •'1-• 1 _ _ .ROU RIC 'VAN T S: .a lIJ' i' v I-• ! f• a I t i f r" SUR -' ! 1 -� •LICE NSED LAN D `N E_ ... GREEN PORT W Y•00 R R!y` .. !_r• it , f , '1 t: 1. .f. Generated by, REScheck-Web Software Com; fiance Certificate Project EWING RENOVATION Energy Code: 2018 IECC Location: Southoldii New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: " ,Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1795 noth parish drive Tod Ewing robert higgins architect southold, NY 50 hidden acres path wading river,NY 11792 Envelope Assemblies Gross Area. Assembly' Cavity Cont. U-Factor UA or Ceiling: Cathedral Ceiling Exemption:Framing cavity filled with.insulation Wall:Wood Frame, 16" o.c, "' --- _-" --- Exemption: Framing cavity filled with insulation 'Floor:All-Wood Joist/Truss --- --- --- --- --- Exemption: Framing cavity not exposed. Window:Wood,Frame Y50 0.300 45 SHGC: 0.30 Door:Glass Door(over 50%glazing) 178 0.300 53 SHGC:0.30 Compliance Statement: The proposed building design described here i onsistent with the building plans,specifications,and other calculations submitted with the;permit application.The proposed b i g,has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man da ry r rements listed in the REScheck Inspection Checklist. ROBERT HIGGINS ARCHITECT 7 �/3a/2021; Name-Title Signatur Date Project Title:SEWING+RENOVATION -Report date: 04/30/21 Data filename: Pagel of 9 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 wil4be 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. :sec#sore '. PlarDs Verified ;'Field Verified # Pre.lnspes fsonli'ian Revss?w: Compiles? Cornersersts/6rssismp#sons' Value, Value"• 103.1, ,Construction drawings and" -❑complies ;Requirement will;be met. 103.2 documentation demonstrate ,,❑Does Not [PR1]1 energy code compliance for the ❑Not Observable Ij :,bullding"envelope.Thermal envelope represented on „❑Not Applicable construction documents. 103.1, Construction drawings and rement will:be met. .❑"Coin lies Re ui 103.2, :documentation demonstrate i''', _ = r❑Does Not _ _ _ 403.7 :energy code compliance for k _ e n - _ _ �.❑N.ot Observabl JPR3J1 plighting and mechanical,systems. _;: - � ❑Not Applicable ?Systems serving multiple :? ,dwelling units must demonstrate i :compliance with the-1ECC Commercial Provisions. 302 1 eating and cooling equipment is Heating: Heating: ;❑Complies Requirement will be met. 403 7,.:;:`,'sized,per ACCA.Manual 5,based Btu/hr Btu/hr !ODoes Not JPR2]z_x-=`:? on loads calculated per ACCA Cooling: Cooling: °❑Not Observable Manual J or other methods Btu/hr Btu/hr .❑Not.Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) '2'';Medium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title: EWING RENOVATION Report date: 04/30/21 "Data filename: Page 2 of 9 - Coin heS?" `,�®iniiten�s7Assumhtioris;`.,. _ ;�.#•.'. ;;; "' :•:,;.<�_oun.datws� Inspeetioea . ..p. - -_ - &Beal tt3` ,_" .: :. .:: -.. , ':::' ,-• : : ;"• .`. ,._ - - 303r2 1 .,;A,protective covering is installed to ;[]Co`mplies Requirement will be met. [FO1Ij?, -;;protect exposed exterior insulation ;[]Does Not lr ^ and extends a minimum of 6 in. below f[]Not Observable', grade, UNot•Applicable 4039`` '" Snow-and ice-melting system controls []Complies 'Requirement will be met. :;.installed. ;[]Does Not _ ,[]Not Observable; :[]Not Applicable Additional.Comments/Assumptions: 1 High impact(Tier 1) _ Medium Impact(Tier 2) 3t Low lmpaet(Taer 3) Project Title: EWING RENOVATION Report date: 04/30/21 Data filename: Page 3 of 9 Section Plans Verifflea9__ r—ieid;V&iiFie'd; .:• .. g. - P ; .Commeri#slAssurnpEi. , Com lies? #, Framin /Rou h-In Ins ection,,., P. Req.ID - . . „•. .. .• slue 'Value .. -..... :, : .:• '.� � :• • . 402.1.1, !Glazing.U-factor(area-weighted U- U- :❑Complies ,See the Envelope Assemblies 402.3.1, 'average). '❑Does Not ;table for values. 402.3.3, '[]Not Observable 402.5 ❑Not Applicable [FR2p 303.1.3 ;U-factors of fenestration products r�~'` ❑Complies Requirement wilU be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or `..• _ "❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier c h =.j❑Complies Requirement will be met. [FR23]1 installed per manufacturer's "• ❑Does Not instructions. " # J]Not Observable rJ s ❑Not Applicable 402 4.3 'Fenestration that is not site built ❑Complies `Requirement will be met. 1 !is listed and labeled as meeting `' - :- - - - - - - --�. ❑Does Not AAMA/WDMA/CSA 101/1.S.2/A440; ;' 1` " =u ' 'E]Not Observable or has infiltration rates per NFRC . 'j❑Not Applicable 1400 that do not exceed code limits. _ t 4d2:4:5•.;: IC-rated recessed lighting fixturesit" ° _' :o ' ;F `; ❑Complies iRequirement will be met. [FR16]2' ;sealed at housing/i n erior finish []Does Not land labeled1to indicate s2.0 cfm } ;(•]Not Observable 'leakage at 75 Pa. ❑Not Applicable 403.3.1 :Supply and return ducts in attics "-❑Complies 'Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ []Not Observable . `R-6 where<3 inches.Supply and,,- return ducts in other portions of _' '_ '` ❑Not Applicable the building insulated >= R-6 for n :' diameter>=3 inches and R-4.2 :for<3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter . ❑Complies ;Requirement will be met. [FR13]? boxes are sealed with 4 ! •y.t - ;❑Does Not !joints/seams compliant with :International Mechanical Code or ❑Not Observable , International Residential Code, as ❑Not Applicable ;i applicable. "= _ 403:3:5 <C Buildingcavities are not used as - ❑Complies :Requirement will be met. 3. = - `❑Does Not [FRl5]= ;::,ducts or plenums. - _ _ - _ -T-❑Not Observable -❑Not Applicable HVAC piping conveying fluids R- R- ❑Complies ;Requirement will be met. [FR171?, above 105 QF or chilled fluids ;❑Does Not below 55 9F are insulated to>_R- ;pNot Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ;;:; El Complies Requirement will be met. [FR24]1 ;piping. ;❑Does Not ❑Not Observable "❑Not Applicable 403.5:3 .: Hot water pipes are insulated to R- R- ;❑Complies Requirement will be met. [FR18]?...; 'zR-3. :[]Does Not `, ;,' ',• ❑Not Observable ❑Not Applicable 4`03i6,`'' !Automatic or gravity dampers are; `;;':,",;° ,;:.; ;•❑Complies 'Requirement will be met. [FR19]2,% `,installed on all outdoor air e- = ❑Does Not ,;intakes and exhausts. ❑Not Observable a` ❑Not Applicable licable - - 4 1 High Impact(Tier 1) p2•;<-Medium Impact(Tier 2) J:I Low Impact(Tier 3). Project Title: EWING RENOVATION Report date: 04/30/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) ;.Medium Impact(Tier 2) 3 'I Low Impact(Tier 3 Project Title: EWING RENOVATION Report date: 04/30/21 Data filename: Page 5 of 9 ;._'Plans Verified: `.Fi,61'd-Verified # Insulation:Inspection, ;. Complies? Comments/Assumptions . &Req:1D Value Value` 3,0jA-,,,_ All installed insulation is labeled z ❑Complies Requirement will be met. [IN13)2 or the installed'R-values r.' :';❑Does Not J provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. +R- R- :❑Complies See the Envelope Assemblies . 402.2.6 ❑ Wood :.❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ' ❑Not Applicable 303.2, Floor insulation installed per ❑Complies :Requirement will be met. 402.2.8 manufacturer's instructions and ` "' ;❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable underside of the subfloor, or floor :.'❑Not Applicable framing cavity insulation is in ;contact with the top side of = sheathing, or continuous ;insulation is installed on the u ` -underside of floor framing and 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 Y2 of the ❑ Wood ;❑ Wood :❑Does Not table for values. 402.2.6 wall insulation on the wall ;:❑ Mass ❑•Mass []Not Observable [IN311 exterior,the exterior insulation ;❑ Steel ❑ Steel ,❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per ,;-' ❑Complies 'Requirement will be met. ['IN411 manufacturer's instructions. ❑Does Not - :(]Not Observable °;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `Y Medium Impact(Tier 2) 3' Low impact(Tier 3) Project Title: EWING RENOVATION Report date: 04/30/21 Data'filename: Page 6 of 9 "4 bins:Verified . - "Field:Verofied Finai Inspection,Provisions. Complies? Comrrients/Assumptions - j Value Value 402.1.1, 'Ceiling insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.2, ❑ Steel ;❑ Steel ![]Not Observable 402.2.E ' jFl1)1 i❑Not Applicable 303.1.1.1, ;Ceiling insulation installed-.per ,E1CompIies ;Requirement will,be met. 303.2 manufacturer's instructions. _ 'S❑Does Not (FI2)1 Blown Insulation marked every Not Observable 300 ft2. ❑Not Applicable 402:2:3 "; Vented attics with air permeable ❑Complies Requirement will be met. [F12212 linsulation include baffle adjacent " []Does.Not to soffit and eave vents that ❑Not Observable ;extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- .❑Complies ;Requirement will be met. [F1311 insulation zR-value of the r []Does Not adjacent assembly. ' 'E]Not Observable ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= U.Complies 'Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ` ❑Not Applicable 402:4.2 „�Wood-burning fireplaces have ❑Complies Requirement will be met. jF18], tight fitting flue dampers and ❑Does Not r5 a out air for combustion. []Not Observable r - ❑Not Applicable_ 403.3.3n :Ducts are pressure tested to cfm/100 cfm/100 t❑'Complies 'Requirement will be met. [F12711 :determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ;[]Not Observable . ;pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g. across the system including ,the-manufacturer's air handier enclosure if installed at time of ;test. Postconstruction test:Total 4eakage measured with a ;pressure differential of 0.1 inch °w.g.across the entire system including the manufacturer's air ;handler enclosure. 403.3.4 'Duct tightness test result of<=4 ' cfm/100 cfm/100 ❑Complies :Requirement will be met. ,[F14]1 cfm/100 ft2 across the system or ft2 ft2 1❑Does Not <=3 cfm/100 ft2 without air i ;(]Not Observable :handier @ 25 Pa. For rough-in ;tests,verification may needto ❑Not Applicable :occur during Framing Inspection, 403.3.2.1 .Air handier leakage designated :;-, '-: ❑Complies :Requirement will be met. +[FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ;[]Not Observable [r ❑Not Applicable 'Programmable thermostats ','i"❑Complies ,Requirement will be met. [F19]2: - linstalled for control of primary _-5" ❑Does Not heating and cooling systems and . ❑Not Observable a.initially set by manufacturer to code specifications. ❑Not Applicable 403:1.2 !Heat pump thermostat installed; _ ❑Complies 'Requirement will be met. [F110]2 ;on heat pumps. []Does Not ?[]Not Observable ❑Not Applicable 1 High Impact(Tier 1) :.,2. Medium impact(Tier 2) ;3,.'Low Impact(Tier 3) Project Title, EWING RENOVATION - Report date: 04/30/21 Data filename: Page 7 of 9 Section: Pfaris Verified: Field'Verified #: , Final Inspection Provis"ions. ..', complies?,. comr'nents/Assumptions. Value' ''Value, ' 'I - �'- 403 5.1 ;Circulating service hot water ':❑Complies ;Requirement will be met. [FI11]2 F;systems have automatic or ❑ `;°°'., : Does Not accessible manual controls. =i❑Not Observable ❑Not Applicable 403.6.1 '}All mechanical ventilation system ;❑Complies :Requirement will be met. [F125]2 ;fans not part of tested and listed QDoes.Not HVAC equipment meet efficacy ,❑Not Observable . and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 ;-';;Hot water boilers supplying beat i s QComplies Requirement will be met. [FI26]2 `. ithrough one-or two-pipe heating ;' ❑Does Not systems have outdoor setback J]Not Observable controbto lower boiler water l j❑Not Applicable ytemperature based on outdoor pP ,"I temperature. 403:5:1.1`sYieated water circulation systems ' ;; = QComplies (Requirement will be met. `, (F128]Z ',have a circulation pump.The ❑Does Not "?system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply; a pipe.Gravity and thermos- _ `QNot Applicable syphon circulation systems are . nottpresent.Controls for ; icirculating hot water system pumps start the pump with signal for hot water demand within the ;occupancy.Controls automatically turn off the pump when water is in circulation loop ;pis at set-point temperature and . no demand for hot water exists. 4d) .5.1.2 �Uectric heat trace systems ❑Complies ,Requirement will be met. [FI29]z, ;comply with IEEE 515.1 or UC '❑Does Not ° 515. Controls automatically ❑Not Observable ' adjust the energy input to the ,heat tracing to maintain the = =; - ;QNot Applicable ,desired water temperature in the i. ...piping. 403.5.27-. Demand recirculation.water ❑Complies .Requirement will be met. [F130]''. ;, systems have controls that []Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable :,piping to<_1049F. 403,5:4'.`;;Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 ";tested in accordance with CSA ❑Does Not B55.1.Potable water-side {pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- _ ;side pressure loss of drain water heat recovery units<2 psi for 3 { :,individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies ;Requirement will be met. (F16]1 fixtures have high efficacy lamps. i❑Does Not ❑Not Observable , 'Not Applicable Fuel gas lighting systems have -,[]CompliesRequirement will be met. [17I23]3•`'F; no continuous.pilot,light. r ODoes Not 10. y ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 7 2 JMedium Impact(Tier 2) 3;, Low Impact(Tier 3) Project Title: EWING RENOVATION Report date: 04/30/21 Data filename: Page 8 of 9 Secti®n:.. PSan 19et3tie�, Field Verified,:� Fina4 inspection 6?rovis Valueions. ;' Co #: mpaties2 Gor»raieeets/Assumptions Value &ate tt) , = � -- 401.3._- _.,Compllance certificate posted. DCompiies ;Requirement wilh be met. [FI7]? �Does'Not ; Not Observable ,E]NotApplicable 303.3.' Manufacturer manuals for ' ' - -;lComplies :Requirement will be met. [FI16]3 -.)(mechanical and water.heating ;: 'E]Does Not 1 systems'have:been provided. pNot Observable = ° E]Not Applicable Additional'Comments/Assumptions: 1 High Impact(Tier 1) „Z,- Medium Impact(Tier 2) ;3.-Low Impact(Tier 3) Project Title: EWING RENOVATION Report date: 04/30/21 Data,filename: Page 9 of 9 2012, IECC Energy Above-Grade Wall' 0:00; Below-Grade Walls_ 0.00 Floor 0.00 Ceiling�:PRoof: J 0.001. Ductwork (unconditioned spaces): Door Rating U-Factor H6C Window 0.30 0.30 Door 0.30 0.30 eh . . - Heating System: Cooling System: Water Heater: Name• Date: Comments OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: 6 B.P.# sa WITHOUT CERTIFICATE FEE: 4 BY; OF OCCUPANCY `JOTIFY BUILDING DEPARTMENT AT '65-1802 8 AM TO 4 PM FOR THE ;:ULLOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE . jM� 2. ROUGH - FRAMING & PLUMBING FLOWZ,�ir,,i.r.. 3. INSULATION }+ R 4 4. FINAL - CONSTRUCTION,MUST FLOW DAMA-: vk ,. ,VVEN7. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL'MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA . SOUTHOLD TOWN PLANNING BOARD TRUSS PLACARDING REQUIRED SOUTHOLD TOWN TRUSTEES N.Y.S.DEC 1 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE Fl. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State: May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND g DESCRIPTION 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches of FASTENER LOCATION ' 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 i Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head ITEM ROOF FRAMING ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 Balconies exterior and decks 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 (exterior) 40 10 3-8d COMMON Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Floor drain 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction sha I verify all and were decks abut house framing. Kitchen sink (One Or two traps, with Or 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR Laundry 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, tub (one or more ) 18. Install joist hangers at all flush structural load bearing conditions. compartments) 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER p artments Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Showerheads and bodySprayS) 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 1 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear ion Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 3-16d BOX OR of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 9 Y P 9 9 Vent range hoods as per Section M1503 More than 5.7 m U to 12.3 m 2 2-16d COMMON END NAIL be the responsibilityof the general contractor to verify the depth of all existing footings gpm P 9p disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3112 with 16d COMMON O with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL L/180 3.5"x 0.162' the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS(AT BRACED WALUPANELS STUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 (3-1/2"x 0.162") 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L/360 10 BUILT UP HEADER (3_1/2"x 0.162" ) 16"o,C. FACE NAIL ALONG EDGES Z O garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, TABLE R302.6 5-8d BOX(2-1/2"X0.113") All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING - GARAGE SEPARATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL � Q r- R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL P Y 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 co � the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END FROM THE RESIDENCE AND ATTICS OR 12-16d BOX(3 il2") JOIST(MIN 24"'LAP SPLICE LENGTH O Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/flexible finishes 13 DOUBLE TOP PLATE SPLICE required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. L/140 EACH SIDE OF END JOINT z L.L FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8' -INCH TYPE X GYPSUM R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2"} 12"O.C, FACE NAIL a. Z7 � Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD T located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3 16d BOX 3 EACH 16"O.C.FACE NAIL TABLE R802.5.2 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD �- to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathingmethod. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION W r J APPLIED TO THE INTERIOR SIDE OF 3-16d BOX End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD END NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON COv J to Figure R602.10.7. Braced wall panel connections SLOPE SPACING O Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 3-1Dd BOX Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3 5L ALL INTERIIOR WALLS HALL HAVE GYPSUM BOARD YSHEATHIING.BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL 0- z wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 3-8d BOX L Greater than 8 foot Wall Heiciht: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL O wall and One#4 bar near the third points in the wall story, roof assembly to the foundation. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 O NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4:12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Cn Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. Fastening Schedule for wood structural panels c 2.o 9 9 copper roofing nails, minimum 12 gage shank with aminimum- 5: 12 is"O.C. 3 5 6 8 Ch 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING ° o E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 a� O1 w 2 o s y o o- a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX ~�( MO o c a) = y ° 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o-6 c t o � a or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 3 Sd COMMON Z m `o , N m m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 - ° ° a o w ° � °' c ° c.) All Structural connectors i.e. simpson strong-Tie or USP,etc wall and ceiling finishes shall have a flame spread index:5 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON s� '� F 0 t5 w 200 No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL o•T, o o N m o 0 shall be Hot-Dipped Galvanized or Stainless Steel. �' ° - o ° "�, y iu" Y pp Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 0.� >.a 0 a` E o &attics shall have a flame spread index<_25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 2-10d BOX O._ 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment BLOCKING TO JOIST s 0 3° L - E ° 0 3 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2 8d COMMON EACH END a� c°o`0 0 o 16 m� m installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT r_ a ° n z. c COD- ° N�, Framing connectors,Allowable Hole diagrams,specifications, etc. wall and ceiling finishes having a smoke-developed index <-450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX en U) c'c.- . `o w •E 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m r •- y N to` - o E "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi,Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw _ 3-16d COMMON L a� o ° c o "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR o o'er-0 .V °c m v;°=v "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 25 2" PLANKS(PLANK&BEAM FLOOR 8 ROOF) 3-16d COMMON ° o ° a AT EACH BEARING,FACE NAIL r v'�-- m = E m ° 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 4-10d BOX 'z;� °s y _W 0 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, N o - ¢ N c 2 c - ° a� coEa m-aMLl8i� E' each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-1d BOX PER JOIST c0� � can v H m E `6..6`o o. shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, p a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 5 1.25 3-16d COMMON �� roof access points, Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18 from a valley b. Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX 24"O.C. FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX 0 c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder, p g 9 9 3-16d COMMON W �-' B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than U)C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802,11 V C C 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX N ) OR EACH END, TGE NAIL W O LI c D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric", RAFTER UPLIFT CONNECTION FROM WIND 2 8d COMMON(2-112P') _) d.Where screws are attached to masonry ormasonry/stucco,they shall be attached � z z J_ �+ O from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS,SUBFLOOR, J z Q WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOFAND INTERIOR WALL SHEATHING TO FRAMING AND UJ < Q f- an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN Exterior glazing in buildings located in Wood-Borne debris regions shall FEET ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING � W co Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) = W U Q It shall be the responsibility of the General contractor or his subcontractors to submit Glazed protected from wind borne debris. Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS V EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 RooF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (/) z LL a a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W stamped b a professional engineer if required b the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: PANEL EDGES _I p y p g q y g p p g SUPPORTS GABILE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8,Provide Handrail on at least one side of each (1), within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greaten 16"O.C. 12 30 3/8" - 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing, shall not be less than (2), In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight s- 6" DIAMETER -� Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446 „ _ „ „ a wall shall have a space of not be less than 1-112 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8 1-1/4 10d COMMON NAILS 6 12 11 and the handrail.see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "I", "II", "III", "IV", OR W" 33 FIBERBOARD SHEATHING 1 1/2"GALV. ROOFING NAIL 3" 6" � a' 16"O.C. 36 469 438 538 547 above the floor or grade below shall have a railing not less than 36 inches ` T_ I- in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" 0 0 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed r REFLECTIVE RED FIBERBOARD SHEATHING CV Z gij PANTONE#187 16"O.C. 48 599 559 745 697 by the riser,tread and bottom rail of the guard rail at the open side of a stairway � are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" co p <( Open sides of stairs with a total rise of more than 30 inches above the floor or Im l�, = LU 6 i grade below shall have guards not less than 34 inches in height measured '^''"7 ' TABLE 507.9.1.3(1) 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7 � --I vertically from the nosing of the treads. REFLECTIVEWHITE FIELD ' DECK LEDGER TO BAND JOIST CONNECTION 36 Q W U �13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS rY U) opening is located LESS than 24 inches above the finished floor and GREATER 'Y 7/16" min. structural JOIST SPAN TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior ``W-w•.�,�.�.__�.-....--+-� plywood CONNECTION TO RESIST WIND PRESSURES of the building,the window must be provided with a window opening control device Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' DESIGNATION FOR STRUCTURAL MIN.WOOD that compiles with R312.2.2 Window Opening Control Devices. Frame In accordance 1/2" DIA. LAG SCREW MINIMUM NAIL MIN WOOD WALL NAIL SPACING COMPONENTS THAT OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" TRUSS TYPE CONSTRUCTION with Table R301. . .2 & 1/2"MAX. PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 14. FIREBLOCKING AND DRAF'TSTOPPING: Fireblocking shall be installed in STROKE 21 SHEATHING NAIL SIZE SPACING rVM� "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING THICKNESS EDGES FIELD accordance with R302,11 thru R302.11.2 and Draftstopping shall be GIRDERS AND BEAMS of New York State Wind speed: 140 1/2"DIA.THRU BOLT 36" 36" 34" 29" installed per R302,12 thru Rt302.12.1 No of stories: 2 & 1/2"MAX.SHEATHING 6d COMMON NAIL "R" ROOF FRAMING Mean Roof Ht: 30 ft (2.5"X 0113") 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" H Fireblocking materials R302.11.1 shall be as follows: 12'1"TO 14' 14'1"TO is' 16'1"TO ia' 1. Two-inch nominal lumber "FR" FLOORAND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL „ „ „ „ „ 2. 1/2"gypsum board 1/2"DIA. LAG SCREW (2.5"X 0131") 1.75 INCH 24/16 7/16 OR 1/2 16 O.C. 6 12 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length - per plan & 1!2"MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4fft bldg aspect ratio: 3:1 1/2"DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD Nailing Sched: Table R602.3(1) & 1/2"MAX. SHEATHING 24 21" 19.1 UL 263,for the specific applications GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS U Applicant shall provide engineered wood placard THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS rT1 0 on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED To WOOD FRAMING F+� J FRAMING SPACING NAILS SCREWS V TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507,2.1(1) ,I OF FOUNDATION MATERIALS Residential structures with Truss type construction, 1/2„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS a, Pre-Engineered Wood Constructio And/or Timber Construction SHUTTER DETAIL 8" 16„ M WALL EITHER DIRECTION 16"O.C. CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12" W � ' Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 5/8„ WALL 6d COOLER NAILS U 'b °O Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. 7" 12" x N Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR Sand, silty sand, clayey sand, silty gravel and clayey gravelct San(SW silty Ssa d, GM and GC) 2,000 psf 5/8„ GARAGE CEILING „ EQUIVALANT DRYWALL SCREWS. /� O M BENEATH PERPENDICULAR 16"O.C, 6 6 SCREWS SHALL COMPLY WITH h� ,� `p pC Clay,sandy clay, silty clay, clayey silt, slit and sandyHABITABLE ROOMS silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) IRC SECTION R702.3.5.1 (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed Is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing hal 6 inches o.c. G WIND DESIGN SUBJECT TO DAMAGE FROM 4 a.When soil tests are required by Section R401.4, Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be 1ei�8• fD A the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN minimum 48-inch distance from ridges,eaves and able end walls;and 4 inches on center to able end wall framing, HT' GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL g g g g' .�`•� , ..�F° 'iU SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH determined by a soils investigation. LB 140 NO NO NOM SEVERE _ MODERATE 11 YES NO 1500 or less 52.1 F20 S B 3 0 TO HEAVY M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. y 2021 10 yQ�- Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. F NE`N \ / ' TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS \ / TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED / \ METHOD WSP: EXTERIOR SHEATHING \ \ / �'— — — — ^�— — —' ' — —•'• PER TABLE R602.3(3)-FASTENERS 6" \ / \ ,I I I I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING \ / \ � � � � / •I I•I I•I I' PER TABLE R602.3(1)OR R602.3(2) VARIES BY FASTENERS \ / \ i ,I I•I I'I METHOD CS-WSP: •I I•I AS PER TABLE R602.3(3) \ / \ \ / •I I•I EXTERIOR SHEATHING; ATTACHED WITH 8d COMMON NAILS \ / i ' •I (0.131 X 2.5"LONG) \\ / •I AT 6"O.C.ON EDGE AND 12" O.C. \ / \ I• IN FIELD I I' BRACED WALL PANEL INTERIOR FINISH: 1• SHALL BE MIN. 1/2"GYP. BD FASTENED 1 I' WITH NAILS OR SCREWS IN ACCORDANCE W I'I I'I WITH TABLE R702.3.5 OR /X\ ' _ :i I•I I I I' TABLE R602.3(1)FOR EXTERIOR WALL _11 SHEATHING J .H.. . . . . . .. . . . . . . . . . .. . . / \ I• VERTICAL JOINTS IN PANELS SHALL OCCUR 0 / \\ \ \ �j •I I•I I•I OVER AND BE FASTENED TO COMMON STUDS. / \ \ I I,1 I I I• HORIZONTAL PANEL JOINTS IN BRACED O N WALLS PANELS SHALL OCCUR OVER LL. INTERIOR'` ICI I. AND BE FASTENED TO 1-1/2"THICK 0 Q SPACING �•i I I I• COMMON BLOCKING L r � � r / \ / \ / / � ` \ \ .I 1 I I•I I. 2 x 4 or 2 x 6 STUD WALL 2 X BOTTOM PLATE O / \ \ ,I ICI I•I I, 7 •I I•I I•I I. EDGE SPACING -6" W FASTENING REQUIREMENTS FOR W J \ / \ BRACED WALL PANEL AS PER W 0 3 TABLE R602.3.(3) i0 Z Simpson 1-1/4" galy. x 20 gage o- U) H2A Stud To Rafter coil strap with (5) 8d common EXTERIOR OR Connector _ Were the distance is SIMPSON H2A nails in each end at each rafter. BEARING WALL between 9-1/4 to 15-1/4 at each Rafter. With CD Typical Metal provide blocking @ �� E.° WINDOW HDR 5 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o o 2,•N Strapping braced wall panels ( „ �� PROVIDE@STRUCTURAL RIDGES o t 2 E " NOTCH 50 GREATER at Openings (2) 8d X 1-1/2 nails in plate 4 o.c. Zone Panel Field �, m 3 @ N o a°t Each Rafter on Each side w - � E N N =o (PERCENT)OF Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing s m U PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE plywood sheathing of Ridge to have a c c Z o Schedule Dwg-1 - a METAL TIE FASTENED ACROSS AND shall have Solid Blocking m _ y rn w o o t o TO THE PLATE AT EACH OF THE @all Plywood Joints NOTCH WITH 8-10D NAILS EACH SIDE Simpson LSU skewable hanger u o a m M. SIMPSON H2A = �, aY Solid blocking between at each Rafter. With 1-1/4" x 20 Ga a Metal Coil r L 3 0 3 rafters attached to top (5) 8d x 1-1/2" nails in Rafter g �'' o o o a0.6 TOP PLATES \ Strap with (5)-8d common nails plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° ,� _ - in each end. catch jack studs ° _ - _ 1,021.0 0 o E PIPE along length of braced wall (5)8d x 1-1/2" nails in Stud Look Out Blocks ° L a= _ Comer Holdowns and window or door Header. _ .° t o r o Refer to plans panel. Less than ,° s'6° t c E o a for locations Zv Typical each side and ALL Gable End Wall ` `.0.y `L y or Equal z windows and doors. to 12" °' = n E `° a'-0 Co L o: ` if required r 2» ¢ v, " m = m o FIGURE R602.6.1 BLOCKING BETWEEN RAFTERS ta7 BRACED WALL PANELS 0 (0 17 � @ E 0.E o a TOP PLATE FRAMING TO RIM JOIST Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & ACCOMMADATE PIPING See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. NTS NTS RAFTER TO RIDGE STRAP R802.3 r^ TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS Cn WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. z 7 '^ NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD, .� v, 4 5 N.T.S. 6 7 2-1/2" LONG 8 9 OTO THE RAFTERS WITH 4 8D NAF THE ATTIC SPACE AND IIED LS -1 EACH END 0 C) Q W 2X P.T.LEDGER; MUST BE ONE SIZE --I CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD 0 NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC v J TOP PLATES— EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I OMPOSITE RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFULL see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL OUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVERAND POST TO HEADER CONNECTOR STUD PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING COLUMN CAP.MEET RCNYS OF SPAN ONLY LENGTH BORED HOLE MAX. the inside face of the band joist. �� DIAMETER 40% ATTACHED PER I FOR CODE SIMPSON ABU POST MANUF,SPECIFICATION n 4"TREATED POST TO CONCRETE BRACKET 12 Min (PERCENT)OF o GALV.DECK HANGER ,J L STUD DEPTH I SIMPSON LUS26 @ 2X6 I I a SIDE COVER 2 MINIMUM 5/8"MIN. 5/8"MIN. 5/8"MIN. SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS TO EDGE TO EDGE TO EDGE SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 1l4 JOIST 0 AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR NOTCH MUST NOT SPECIFICATIONS. CONNECTOR SCREW 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE "MIN. 1/6 JOIST EXCEED 25% ° = O 1/2"DIA.GALV BOLTS W/ ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. S W (PERCENT)OF WITH TABLE R507.2 2 x JOISTS I 1/3 JOIST e— i�= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR F- STUD DEPTH SIMPSON DTTiZ W/{6)SD#9 x 1-1/2"SCREWS O DEPTH,MAX. 04 USE WITH THREADED ROD „ O v 2x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal N z ALLOWABLE LOAD PER TIE: S LBS { ) COIL Strap 20 Gage o IF HOLE IS BETWEEN `'' 3 10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR NOT LESS THAN 4 LOCATIONS SPACED EQUALLY � p g BORED HOLES SHALL 40%(PERCEN-)AND �_� 3 #10 X 3"WOOD SCREWS �� L1 Q 60%(PERCEN-)OF �� AND TWO WITHIN 24"OF EACH END OF DECK ( ) Solidsawn joist and rafter q 12 Min 5 Ed common nails NOT BE LOCATED IN STUD DEPTH THEN 3 M 14"DIA. CAST IN PLACE ( ) = W THE SAME CROSS STUD MUST BE DOUBLE R507.6.2 SIMPSON H2.5 AT in EACH END at U � OR FOOTINGS MUST CONCRETE FOOTING,DOWN n otch i n q and boring limits. 'J EACH Stud. W w SECTION OF THE CUT NO MORE THAN TWO BLOCKING EACH JOIST TO VIRGIN SOIL > Q OR NOTCH IN STUD SUCCESSIVE STUDS BEAR ON ARE DOUBLED SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) NTS AND SO BORED ALLOWABLE LOAD PER TIE: 1,825 LBS ; SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS 8 OC Along 2 MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL _47—FIGURE R602.6(1) PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602a10 I8(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING WALLS AND BEARING WALLS TO CENTER OF TOP PLATE,STUD CONNECTION (d) PORCHES & DECKS NTS WALL TO WALL STRAP R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H r� STAGGERED W ,� TOP PLATES SEE TABLE 507.2 L FASTENERS ct iv— N 2 ROWS P-. QO @O 5.5"MIN FOR 2X8 BORED HOLE MAX. STUD 5"MAXL 6.5"MIN FOR 2X10 � U DIAMETER 60% 7.5"MIN FOR 2X12 (PERCENT)OF STUD 0 QO O O .-ct � � Q � � o DEPTH 0 [�] ✓' M MIN. ^ l � M O O TO EDGE 2 MIN LAG SCREW OR THRU-BOLT N U NOTCH MUST NOT I LEDGER BOARD 3/4"MIN EXCEED 40% 0 wcz (PERCENT)OF 03 IT 44 - sruD AFRI U BORED HOLES SHALL O NOT BE LOCATED IN PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS y "p.{ THE SAME CROSS y SECTION OF THE CUT PER FIGURE R507.9.1.3 (1) " OR NOTCH IN STUD 'DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERSTO 2X8 BAND JOISTS(1/2" ,, • *`.� ..aa='�- O'19i�i Q FIGURE R602.6(2) WASHERS NOT PERMITTED)TACKED 3 � QE NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR 1 8 1 Q J 20 �` f 16 NON-BEARING WALLS 17 Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation of second floor up and out of the 9 2X ceiling joists � Sheet Metal Firestop glued together see plan w/ ceiling line way for access Y p yw Batt Insul j CONTINUOUS BEAD and la on I od Seal joint with Insulation dams support OF SEALANT attic hatch - R-val Non-combustable sealant prevent loose-fill equal to the Ceiling Double Frame Attic blocking WPanel insulatio requirem n access opening Sealant or OR GASKETED TO RIM SUBFLOOR GLUED, ULKED Air Se I insulation from adhesive /4 structural sheathing JOIST/RIM CLOSURE Gasket falling through as enclosure liner sealed SEALANTaccess at perimeter and seams. SILL PLATE INSTALLEDWeatherstrippingtairs Casings 1/2" G WallPre-Fab Fireplace OVER GASKER SILL 1x2 Stop Gyp. Refer to manufacturers SEALANT `Pull-down frame gap 1/2" plywood Board specs for installation manual staircase with caulk �attic hatch (see plan for size) Typical foundation & framing or foam See architectural plans PULL-DOWN STAIRCASE AIR BARRIER AT FOUNDATION INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL AIR SEAL DETAIL (a) PREFAP FIREPLACE DETAIL TO BAND JOISTS ' This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, O Refer to Manufacturer for installation manual. R-50 Insulation R-5n AL'.r Stair Cmvor Section N 1109(R503)Alterations - Eave baffle installed a'�•• ��"" - Z N1109.1 (R503.1)General d scent to soffit and eave r '` - 0 ry a GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for j new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over i Table R402.4.1.1--Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was the top of the attic insulation All design&construction in compliance and built accordingly to the prior to the alteration. 2020 Energy Conservation Construction Code of New York State. as per chapter 11 TYR ROOF CONST. TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building, building system or portion thereof shall conform to the (R402.2.3) 0 M r AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the 2 X CJ W/ INSULATION Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa unaltered portions of the existing building or building system to comply with this chapter. ' All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS w Z General A continuous air barrier shall be installed Air-permeable insulation sliallNYS mechanical code,2020 energy conservation consevation code of NYS.not be used as a sealing material. [NY] N 1109.1.1 (R503.1.1)Building envelope Soffit see OR HERS RATER requirements in the building envelope. Building envelope assemblies that are part of the alteration shall comply with - - Section N1108 R502 Additions Const. Dwgs ( ) Section N 1102,1.2 or N1102.1.4, Sections N 1102.2.1 through N 1102.2.13, [] Q Exterior thermal envelope contains a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. SEALANT W �/ J 108. R502.1 N11 continuous air barrier. ( )General Exception:The following alterations shall not be required to comply with the requirements 1 Additions to an existing building,building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: Breaks or joints in the air)barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall O O sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installed)over existing fenestration. Existing ceiling,wall or floor cavities See Const. Dwgs Z An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. CL Cavity insulation All cavities hi the thermal envelope shall be filled with insulation.The where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. �. Q L installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than C� O recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recover. each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed maintain an even density for the entire cavity. Batt insulation shall be N1108.1.1 (R502.1.1)Prescriptive compliance during reroofing shall be insulated either above or below the sheathing. Surface-applied Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existing g p sin le- ane fenestration assemblies to reduce solar heat gain installed in the recommended cavity depth. Where an obstruction in RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction provided that the code does not require the glazing or fenestration assembly to be replaced. [NY] N1108.1.1.1 (R502.1.1.1)Building envelope Alterations which replace less than fifty percent of the luminaires within a space, provided E•° exists,the batt product will be cut to fit the remaining depth of the New building envelope assemblies that are part of the addition shall comply that such alterations do not increase the installed interior lighting power. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o a,cn cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. �,'� o a o i2 shall be placed to fill any surface or concealed voids,and at the N1109.1.2 (R503.1.2)Heating and cooling systems w or-) w E r o o manufacturers'specified density. Where faced batt is used,the Exception:Where unconditioned space is changed to conditioned space,the building New heating, cooling and duct systems that are part of the alteration o 2;2.cr `� 0 installation tabs must be stapled to the face of the stud. There sliall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Section N1103. LOW DENSITY SPRAY FOAM = o a o s 0 o 0 no compression to the batt at the edges of the cavity due to inset Section N 1102.1.5, of the existingbuilding and the addition, and an alterations that r c _� "" 0, 2 y=C- 0 9 v INSULATION R VALUE IN =-•# � � are part of the project, is less than or equal to the Total UA generated for the existing building. Exception: Where ducts from an existingheating and cooling system f F o,o °18, stapling installation tabs. p g g y Ri id Foam or ACCORDANCE WITH '"� 1 + ; = a o,e � are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not g C a) N E m o > g a o t 3 Insulation that upon installation readily conforms to available space N1108.1.1.2 (R502.1.1.2) Heating and cooling systems be required to be tested in accordance with Section N1103.3.3. Wood Blocking HERS REPORT .,,,.� ,.-'' ? i w 0 3 L 3 New heating,cooling and duct systems that are part of the as backdam i o o S ; o 0 Z N w shall be installed filling the entire cavity and within the manufacturers' TYP. ROOF CONST. C = m a addition shall comply with Section N1103. N1109.1.3 R503A.3 Service hot waters stems -..: N N m U, �' o s E density recommendation. ( ) y ; _ - - = ' `o E New service hot water systems that are part of the alteration C`' a` 6 o o U Ceilin /attic The air barrier in any dropped The insulation in an dropped ceilin /soffit shall be aligned with the Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply I with Section N1103.5. Roof underlayment � � 1 o o E r- g pp y pp g ducts stems with less than 40 linear feet in unconditioned spaces shall not be required p y 2 X CJ W/ INSULATION �, - ; r'� r o o r = E 2 o a ceiling/soffit soffit shall be aligned with the air barrier. y p q sealed to drip edg �, �, L) _ = �, y to be tested in accordance with Section N1103.3.3 AS PER DRAWINGS insulation and any gaps in the air barrier N1109,1.4 (R503.1.4)Lighting New lighting systems that are part of the N .i ¢`N o L o alteration shall comply with Section N1104.1. OR HERS RATER r•,, �.. ``" �." t o 'D M t C CD o _- a) scaled. N1108.1.1.3 (R502.1.1.3)Service hot water systems ! ! ' F- v y m o- F- m E a o a New service hot waters stems that are art of the addition shall comply with Section N1103.5. Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at y p p y Exception:Alterations that replace less than 50 percent of the Soffit see N1108.1.1.4 (R502.1.1.4)Lighting Const. Dwgs-�� wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that -,,,,..,SEALANT such alterations do not increase the installed interior lighting power. shall.be sealed. New lighting systems that are part of the addition shall comply with Section N1104.1. non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Nil09.2(R503.2)Change in space conditioning ,;:. ,:_ ; ,•;,•; ,•,,;; ,,,.,,..:•, I ` v plate shall be sealed.The junction of the by completely filling the cavity Nvith a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned i Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. space shall be required to be brought into full compliance with this chapter. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be _See Const. Dwgs 2)•�. —J —'I installed in substantial contact and continuous alignment with the air Q barrier. Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE V) W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation, pernanent contact with the underside of subfloor decking or floor TABLE M 1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the INTERMITTENT WHOLE-(HOUSE MECHANICAL f, .C' : ' RATE FACTORSa, b topside of sheathing or continuous insulation installed on the underside of floor framingand extend from the bottom to the to of all LOCAL EXHAUST RATES TABLE M1505.4. RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW p 25% 33% 50°'0 6ti% 75% 100% perimeter floor framing members. SEGMENT OPENING LIMITINGDEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be AREATO BE EXHAUSTED EXHAUST RATES shall be covered with a Class I,black permanently attached to the crawlspace walls. Factors 4 3 2 1.5 1.3 1.0 W vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS N taped. 04 P a. For system run time values between those given,the factors are pen��itted to be _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - cal Z Shafts,penetrations Duct shafts,utility penetrations,and flue BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM determined by interpolation. WINDOW C Q shafts opening to exterior or 1 = W unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS b. Extrapolation beyond the table is prohibited. 24" APPROVED WINDOW U 0 --I (36"IN IBC UNITS) 4"SPHERE CANNOT PASS THROUGH FALL PREVENTION Q U DEVICE CONFORM TO < W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR 'J available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHEDFLOOR AND THAN 72"ABOVE Garage separation Air sealing shall be provided between the garage and TABLE M 1505.4.30) GRADE OR O HERTER SUR ACES BELOW ONHTHENISHED conditioned spaces. CONTINUOUS ' ` + . : AIRFLOW RATE EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal REQUIREMENTS ~ envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation sliall be cut neatly to fit around wiring and NUMBER OF BEDROOMS WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or Compression where Cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. +- Y P FLOOR AREA d — 1 2 — 3 4 — 5 6 —7 > 7 TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE -� a extend behind piping and Airing. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW ,— Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be (square feet} OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 r„!C � Airflow in CFM exterior wall showers and tubs shall separate them from the showers and insulated. W tubs. N 1101.14 (R401.3) Certificate (Mandatory) ) ElectricaUphone The air barrier shall be installed behind electrical or < 1,500 30 45 60 7'5 90 rn box on exterior wall comimunication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w -a Ix r 1 o in the space where the furnace is located a utility room or an approved location inside the building. � °O -- HVAC register HVAC register boots that penetrate building thermal 1,501 — 3,000 45 60 75 90 105 Where located on an electrical panel the certificate shall not cover or obstruct the visibility of the circuit ® � x b boots envelope shall be sealed to the subfloor or drywall. directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o M 3,001 — 4,500 60 75 90 105 120 �� �`'" Concealed When required to be sealed, concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components �e "" `r' `D �'" sprinklers only be seated in a tma er that is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; '��4t manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and 4,501 — 6,000 75 90 105 120 135 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results ` walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. ' ere ere s more an one value or each component, the certificate shall indicate the value IC insulation contact. 6 001 — 7 Where there i than l f h h fi 500 90 105 120 135 150 a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, �• 'a" �: = F > 7 500 105 120 135 150 165 cooling and service water heating equipment. Where a gas-fired unvented room heater, 01;o, r electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �. alz N�� 3 indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," � . Far SI: 1 square foot = 0.0929 m , 1 cubic foot per minute = 0.0004719 m !s. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. c-i d• , co 0 00 N 0 N O O Cz Z C _ 0 O c— -0Z -L W '� < � �— Z W Q = Q 6 FRAMER TO VERIFY CENTERLINE & 8'-4 32'-6" 6'-6" W J W HEIGHT OF WINDOW OVER KITCHEN O O -0 SINK WITH KITCHEN LAYOUT PLAN A O z = PROVIDED BY BUILDER. FRAME NEW ROOF OVERHANG 6 0 (,(� WITH 2X10 RR @ 16"oC A EXISTING WINDOW TO BE EXISTING WINDOW TO BE W TYP ROOF CONST.SPECS Z ON SEE SECTION 6 REMOVED AND PATCH REMOVED AND PATCH � �„ AND MATCH EXTERIOR AND MATCH EXTERIOR > DRAWING,PAGE#6 r (n O NEW ANDERSON NEW ANDERSON NEW WOOD DECK AND 14"DECK FOOTING EXISTING 400 SERIES CASEMENT 400 SERIES CASEMENT ROOF OVERHANGING SEE DETAIL ON DWG-2 8'-4"± EXTERIOR 23 1"x 35 1" w/GRILS ON TOP V-6"X Y-6"w/GRILLS ON TOP FOOTING SIZE PER TABLE "DECK FOOTING y NEW WOD DECK AND 2X4 FRAME WALL ( ) SEE DETAILS = ROOF OVERHANGING UP SHORT FRACTIONAL - - - - - R507.3.1 FOR DECKS SEE DETAIL E DWG-2 o c ° ( ) FOOTING SIZE PER TABLE y 1 I - - - -1� 1 R507.3.1 FOR DECKS ° m'E 4X4 POST '-4"± ` -' 2-2x8 P.T.GIRDER `�1' of m rn` o a o „ .-- + r ---------------------------------------------------------------- _ L w E L+-' y O`L' x E EQ E EQ 6'-6 = ° ocUm - - — - ' -- ------------------------------ _ � V 01 U C d = y O o � TW2052 DHP4052 TW2052 NEW WOOD DECK Y ; ' - a °' o � � y � c c� o r-------------------------------------------------------------------------------------------, 5'-6-1 F c ° C° NEW 3'ANDE ON REMOVE w 1 U STRAIGHT LI E 181 w/1 ' ' ° ° ° o a y a�i a o Y ° ( ) 2-2x8 EXISTING EXISTING X n Y m_ ° `Y (2)1 3/4"xii-7/8"LVL - x8 Q Q Q EXTERIOR MASONRY N H o SIDE LIGHT (183)AND I I ' cn 1 I — -O a�y 2 c o ,a - >T U o c 3 ifl u) FRONT R REVEAL 14-6 Q I. Q , , O , I I , — p 1 I -� c°t o o °.c °a' m.20 L 2X4 FRAME WALLS 1 1 STOOP ' I 1 — L y g 3 s c•E 3 O (� TRIM ------ ----------- - I ' ' ° ma = uni m M.w = rn N U 1'-0" 3'-10" 1'-0" o i i I i w C� I �, m.E 6 c _ m M-: o'� Ir 1/ I/ �/ ° +I O I I 36"STOVE W/ o ' ' C� O ° I I c�c �a �'� = y n o 0 3 L a X io o ~ 48"HOOD z i ------- ? -' ° +I ' 'p0 V =� o 0' o a m N EXISTING Dz _ 01: o r I i--- ------------- F io ; ;W Z � Ic I W W a) ° °'mom c Iu O - LIVING ROOM r I c� EXI NG r` I 1 I 1 U) 0 , o L y- y U I p U U 2X8 DECK LEDGER 1 I X O 1 I Y U .- y S la c U y ~ I �[/� z I I I I J , , O I W CO a� = nEm a� oy Dc�. C 2 2x10 I J a CHEN r W w W _ m o t s N W W 38 �,� / I ~ W '� I I SEE DET. ON DWG 2 1 1 , ,Q Q I X w g z ¢ y c° o m o Ina1 - - NEW ANDERSON f- z m ¢o x CABS&APPLIANCES i i ; i k N i w � O w F- U of m a' FL- m E S. 3 n. REF. �� I I >�-w LIGHTING, ELEC. a NDERS N Y I ' I- 1'SIGHTLIGHT(101) O o qQ �d m OUTS G o W ; ; I i x w •....- 1 t 1 ,.�A Z_w O00 z— � o, � FRENCH ao o 2X6 DECK c� cn Z N I S DW N 3 X DOOR o EXISTING HOUSE 1 O O xa W +1 I N o I I 1 I I I io > w W>U Cn oo I I .I " I N �° i i i i i-------i ---- 22X8 i---- - i iJOISTS 16"OC EXISTINGHOUSE -' w EXIISTNG 3-0 -0 W;;l4-3 0 3r 1 i ' *__-_-____-- _-- ___I_ _I _________ _ ____ _ _-- ---_____; I I I U MASONRY EX. i w 1 I I r------------;= =;=__=====T==3 E=_�= = =F-----------------= = = = =____________+ - — — — — � ,J [V rn I z I Z Z I I I oo - FP.I - - - I I I I ---- •------ ---- - I I EXISTING - - - ¢ in X RIDGE I I 3-zxs (2)1-3/4"x11 7/8"LVL 3-2X4 ; i i i L — _ J of W POST TO NEW POST @ NEW NEW STRUCTURAL RIDGE I , 00 EXISTING MUD RM r I I RIDGE BM RIDGE BM , N N U I I I 1 1 I U) 13'-9'/2'± 2' I I 1 w •�� U P i i i i U` O ° +I Z CJ J 1 ---------------------- Z -) O •� 1 I PO NEW ANDERSONLu w EXISTING o o f 3'-0" X o o •------------------- --, 1 EXISTING I 2-2x10 1'SIGHTLIGHT(101) a DINING ROOM w= I w U- Z0w 0 00 o Z W( a0 x co 0 of-i i i i i i z N � z X z W m I _ CRAWL SPACE N NEW X ANDERSON cn 5 co N ¢ o STRAIGHT LIINE(181)w/ 1' w>U X w>U EO N �/ SIDE LIGHTS (183)AND FRONTDOOR REVEAL 31'-6"± 1 1 I •----------------------------------------------------- --------------------------------------- TRIM LEKIST EXIST 00 'v� ' E (2)1-3/4"xll-7/8"LVL —(2)1-3/4"x11-7/8"LVL_ I� Y" i i •-------------------------------------------------------- ----------------------------------------- 0 H 11'-10'/+"± 3'-0"± l l'-10'/:'± 1 04 z i I ( N Z NEW ANDERSON NEW ANDERSON I (5 Cf) 4 PANEL PATIO DOOR 4 PANEL PATIO DOOR - M Q (142�'X80") EXISTING (142"'X80") UP 1 I EXISTING a I _/ W �;u EXTERIOR I IWOOD J LL / U 2X4 FRA E WALLS DECK I ¢ W - EXISTING ��_-�--� I (n '- WOOD ' DECK ' I I 81-411 32'-611 czI KEY FOUNDATION WALL KEY a FOUNDATION PLAN [U� ; >* 0 EXISTING WALLS 1ST FLOOR PLAN _ _ _ _ SCALE: 1/4" = 1'-0" FDN WALLS (••� [""� ¢ Z o SCALE: 1/4" - 1'-0" - - - - WALLS TO BE REMOVED ~ O ~ °� NEW FDN WALLS .> M 1 _ - - - _ 1 FDN WALLS TO BE REMOVED �� bp AREA SCHEDULE SMOKE AND CARBON MONOXIDE ALARMS FOR 0 x N NAME AREA REPAIRS,ALTERATIONS AND ADDITIONS_ GENERAL EXISTING CONDITIONS NOTE: In accordance with Appendix J ,N FIRST FLOOR AREA 833.5 sq ft. When repair work,alterations,interioralterationS ALL EXISTING DIMENSIONS AND CONSTRUCTION vkEQ aRC O and additions requiring a permit occur, WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, �oj. U the dwelling shall be provided with smoke alarms AND FIELD MEASUREMENTS. and Carbon Monoxide Alarms located as required ALL MEASUREMENTS SHALL BE VERIFIED BY for NEW DWELLINGS and shall be interconnected CONTRACTOR PRIOR TO RENOVATION,ORDERING and hard wired. MATERIALS AND START OF CONSTRUCTION.CONTRACTOR ", �" -A IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. , ARCHITECT DID NOT MEASURE INACCESSIBLE AND ��= a CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN + ``r•`�INACCESSIBLE AREAS AREAS AND VERIFY CONSTRUCTION AND NOTIFY ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF I w; NEB" EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ( r EXISTING MASONRY/BRICK EXISTING ROOF w/NEW O CHIMNEY TO REMAIN SHINGLES THROUGHOUT TIMBERLINE HD z O � r j = cy) � r NEW ROOF EXTENSION O W Q NW Q— z L.� Q W ry J U) 00 EXISTING DWELLING O z o - - — - — - — - — - — - — - — - — - - - - - - - - - - - - - - - - - - - - - — - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O L NEW SQUARE WOOD � O COLUMN SUPPORTS FOR r EXISTING DWELLING OVERHANG O O N Gp aO _ E y guJo EXISTING a' 6 E E2 o DECK 1:1_ ----- E`o 2 C. v o G•t O = N U C -oScZa cc m � U N O) �� a••�� O U 6 a, = O O FF9 _ U7 3 - — - — - — - - — - — - — - — - — - — - - - _— - - - — — - — - — - — - — - — - �- - - - - - - - -- f 'O D O N N N ro v) 2 c o cca- �c'`D 3 LcGRAPE •= u�i3ccI m NEW ANDERSON NEW ANDERSON DH/PICTURE WINDOW _I/ 5-0 �/ NEW WOOD DECK AND NEW ANDERSON =��• o L /I STRAIGHTLINE (181) CD � � 2 a� ` _ 100 SERIES CASEMENT NEW 3 ANDERSON STEPS TO GRADE 7�1� = cu._•_ = s ui - o E -0 ` 3 w ` STRAIGHT LINE (181)w!'1' I I I c =s o = o SIDE LIGHTS(183)AND a a FRONT DOOR REVEAL I I I I NEW RAISED DECK SEE PLAN r'� I I I I AND DETAILS ON DWG-2 E C U TRIM "'c0E ¢0CoU m cc( L 1n Bottom of deck FL- 0 of m a H m E c s o 0a L J L J pier Footing REAR ELEVATION Gr below Grade Minimum SCALE: 1 /4" = 1 '-0" RIGHT ELEVATION SCALE: 1 /4" = 1 '-0" EXISTING MASONRY/BRICK CHIMNEY TO REMAIN EXISTING ROOF w/NEW SHINGLES THROUGHOUT TIMBERLINE HD 0 W T_ F- N Z co r Q = W LLJ U U) J - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - Q TOP OF WALL. - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - - - — - — - — - EXISTING DWELLING NEWANEXRSON NEW AN I RSON `r 4 PANEL fATIO DOOF 4 PANEL TIO DOOR 142 J"X80 142 a"X80 0 10 EXISTING ---------------- DECK - — H ct NEW WOOD SHINGLES 't3 O NEW 3'ANDERSON PATCH AND REPAIR I I �/ '�,' .r ®STRAIGHT LINE (181)w/ PLYWOOD FACADE AS I h-`'� v� SIDE LIGHTS(183)AND NEEDED I I REVEAL TRIM L J L J O G FRONT ELEVATION c. � SCALE: 1 /4" = 1 '-0" ©no,) y �OFINE®"� � 7 w O Z ■ O • 1 .. � Q t EXISTING ROOF CONSTRUCTION W Q t -- - NEW Class AAsphalt Roof Shingles w/ z fasteners per manufacturers specification = and the NYS CODE. Q 0 EXISTING RIDGE BOARD NEW NEW as per section R905.1.1 & W ry .I_ installed per Table R905.1.1(1) U) NEW(2)1-3/4"x11-7/8"LVL RIDGE BEAM EXISTING COLLARTIES NEW Ice & Water barrier as per section R905.1.2 O INSTALLED BETWEEN KITCHEN AND DINING ROOM EXISTING 1/2" plywood Sheathing, CL VV EXISTING SOFFIT CONSTRUCTION. 0) O '2x4 CT @ 16"oc EXISTING 2x8 RAFTERS @16"oc TO REM IAN FULL THICK BATT INSULATION Q_ r— vJ�/� EXISTING 2x8 1AFTERS @16"oc 6-6" 1/2"GYP BD FULL THICK BP'TINSULATION NEW TYPICAL EXTERIOR WALL 2 x 4 Wood Studs @ 16" oc. ill"GYP BD 5'-10" EW DECORATIVE �' U)a TRIM WRAP Double top Plate and Single Sole Plate. o o E.y EXIST. F.P. XISTING INTERIOR AROUND 1/2" exterior Grade - Span Rated O' ° o E OMITTED FOR OPENING OPENING •�- E 1° ° n `o-6 I Continuous Structural plywood Sheathing. -� _ � y� ° g CLARITY o� o °ic �w � Fastened per Fastener schedule. o a o o tyvec House Wrap or equal. _ 0 L w &B 2 Wood Siding TO MATCH EXISTING �.a oY �0Y 6Y EW ANDERSON installed per manuf specs and NYS code. c ' ' Q` C ° m 2 c o m - a o c 3 OPEN 1'SIGHTLIGHT Cont. load path strapping installed in accordance o o 0 3 = a 0 a DOORWAY cy �o� co: o o with drawings. Provide Fire Blocking in accordance r �, 0- .0 o io ; z z 00 with R302.11 & R302.11.1 and ° Cr 0 C 7 �5 U `o U) W Draftstopping per R302.12 & R302.12.1 : 2 = w E 2 o p.. W O I N•.. Z.0 ¢ Vl C N C N o ca EXISTING EXT.2X4 °c o t aoi o `0-- Z5 I EXISTING EXTERIOR WALL CONST. �, M Cr ,- E _- ° CL FRAME WALLS 2x4 wood studs @ 16" oC I I — — — — - R-13 batt insulation min. exterior wood sheathing CD :' vapor barrier and siding p EXISTING Y F EXISTING FLOOR SYSTEM 6, b CRAWL SPACE coLn X TO REMAIN TYPICAL FOUNDATION CONSTRUCTION W EXISTING 8"X16" CONCRETE BLOCK WALL ' DIRT FLOOR WITH PLASTIC BARRIER °' ON 8" X 16" FOOTING V.I.F. EXI,9r.BOTTONDF VENTS; FOOTING NEW INTERIOR WALL FINISH 36' IIELOW P3103,1 ROOF EXTENSION GR/)E MINIML9 were required, Provide 1/2" Gypsum Wall 4„ VENT THRU OPEN VENT PIPES SHALL Board On ceilings and walls ROOF EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE; INSULATION SCHEDLLE SECTION A WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F shall comply with 2018 IECC OR LESS.VENT EXTENSION THROUGH SCALE: 1 /4" — 1 1-O„A ROOF OR WALL SHALL NOT BE LESS I THAN 3"IN DIAMETER. ANY INCREASE Location R-value IN SIZE OF THE VENT SHALL BE MADE CIexisting NOT LESS THE 1 FOOT INSIDE THE Vaultedg - g THERMAL ENVELOPE OF THE BUILDING. FIOor(unheated space) existing N H Exterior 2x4 walls R-13 N O All NEW Glazing U = .30 SCGH: .30 1 3„ new Door-more than 50% glaing U = .30 SCGH: .30 0 0 2" = W • --- - Other Specifications: C) U • Windows: U5 0.30, S4GCs0.30 v • z 100% high efficien(yr ligh'ng (CFUs or LED's) 311 I • Z All Energy Star appancs DW Sink I R403.6 Mechanical vetilation shall be provided that meets the requirement of section M 1507 0-0 I 1-1/2'i R403.7 Heating and coiling equipment shall be FIRST FLOOR I sized in accordance wh ACCA manual J by a ►m-+ certified third party ratr.. I rA \ 311 3„ 4" FAI r� CO 4" ►� `� '� CONNECT TO EXISTING SUFFOLK COUNTY DEPT. U .. 00 OF HEALTH APPROVED x SANITARY SYSTEM. Q W o �, CZ PLUMBING RISER DIAGRAM G Not to Scale D AR I . e � 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 lT1 . 4 j 4•L�