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HomeMy WebLinkAbout46391-Z ��,.- o�oSUfFOLA,�oG Town of Southold 5/26/2022 P.O.Box 1179 o o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43105 Date: 5/26/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 1125 Ole Jule Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-10-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2021 pursuant to which Building Permit No. 46391 dated 6/9/2021 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: non-habitable accessory storage building with unfinished basement and half-bath as applied for. The certificate is issued to Doorhy,Joseph&Darla of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 46391 5/16/2022 ELECTRICAL CERTIFICATE NO. R-21-0857 2/1/2022 PLUMBERS CERTIFICATION DATED 5/16/2022 f7 Ma k Plumb' g ut or d Signature �o�SU�Fe TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C" TOWN CLERK'S OFFICE �y • ��, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46391 Date: 6/9/2021 Permission is hereby granted to: Doorhy, Joseph 1125 Ole Jule Ln Mattituck, NY 11952 To: Construct accessory storage building at existing single family dwelling as applied for, with SCHD approvals. At premises located at: 1125 Ole Jule Ln, Mattituck SCTM #473889 Sec/Block/Lot# 122.-10-2 Pursuant to application dated 5/19/2021 and approved by the Building Inspector. To expire on 12/9/2022. Fees: CO-ACCESSORY BUILDING $50.00 ACCESSORY $840.00 Total: $890.00 Building Inspector pF SOUj�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinc@-town.southold.ny.us Southold,NY 11971-0959 COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Doorhy Address: 1125 Ole Jule Ln city:Mattituck st: NY zip: 11952 Building Permit#: 46391 Section: 122 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 12 Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: 200A Panel 30 Circuit/4 Used Notes: Acc. Storage w/200A Service Inspector Signature: Date: May 16, 2022 S.Devlin-Cert Electrical Compliance Form Town HALAnAa. Telephorie 031)'765=1802 54375 Maim Road: - "' � _ :P-.Q:Box 1179 Fax.(63:1)7.65 9502 Southold„NY 11971-0959 .''..: A . Bt itD1146 bh�AR'I M ENT T® TO” 00:SOVMOLD wiV�FSp��Q ; is l Date:: :....:..:.:..::.:...... /� ..�..� :........ .:, Building Permit:No:,_ ,o Owner, 'J'o-&ee p a 2) z2 uq (EIe...... prt....)� :(('lease print) I cer itythat:the.:solder:used n'tbe water supply system contains,less.than2%LO of 1% . ers:Signature): �t Sworn to before me this_ day of. CHELSEA L. CHALONE Notary Public, State of New.York Registration#01 CH6287106 Qualified In Suffolk Count c Commission ExRires Aug. 5,20 15 NotarvTublic; V.' C. tit y ..................... ... \� Voaf SO(/l�, l �o� 06 # TOWN OF"SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION IST [ ] 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: U 'OVA/ DATE IV INSPECTOR -LI Aa Of SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. courrr+��'' 765-1802 - }1 NSPEOTION : [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. e--F UNDATION 2ND -INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I o/ en DATE c2ao'Z09l INSPECTOR �olaf so �o Li v, , # TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] -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: 4, CIL Q zymtctl 'e AtJ L2 '� DATE INSPECTOR SZ� �o��oF so�ryo6 L.( R TOWO 2 S Q J # N F S�UTFIOLD 13U126ING-DEPT�'e . `�rouen '' 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: DATE L S Z INSPECTOR oe souTyolo # # TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [Z. ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7&2,41frLc�y .%U AA--w4co m ss C>,/G C ISL K Pt c1Ayl t_,6 !.c . C�os�tice -- �'y�l� �Lliv►,�,;� ��cr�Cr'u� n�1'�Gs � tpd?G-55C �ZG— 7G-Sr` DATE -f—ZZ— 2Z INSPECTOR l + UF 50(/l�o� TOWN OF SOUTHOLD BUILDING DEPT. Cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS- Qx"Cl- f � DATEl SOI a"�' INSPECTOR OESOOTy� C� � 1 tt 25, Ole Jule L-n # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING _ [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE &-CHIMNEY ° [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: fin r VTZ sl r DATE . INSPECTOR �� �►,.iNrvaa�`i APELIGRO y� 2yk`��y tet• 1, v. \' 4 ,, -♦ s,_ -taw _ ••F ai`• v 4 ♦ ..�. -3 •�r�,... x',•11 a t� 7 1 IN- { f •i' ,� �.� 1 1 ... �1 .>> � � fit~t� ,. Al a,_'j _ ' 1 1, ,,�. ,- 1• NIP ,^.r FIELD INSPECTION REPORT, DATM COMMENTS- � b FOUNDATION(1ST) y ------------------------------------ Q FOUNDATION(2ND) TYAlAAAK -V LogO ROUGH FMRAMING& -ZZ-u' _ 2aG61� LOU" (PP-a -CTS ATG-S Ap--�'sy'WE [E5r' C PLUBING `� f - y PLO.-67,4-6 PEuC-Tp,&,,Tpu, a,C-- p To C�r,�rt' ycS ZS/2Z Jr�r Pki OttF- - 6131,6K-We, $.v b,;TT INSULATION PER N.Y. �H STATE ENERGY CODE n FINAL ADDITIONAL COMMENTS Lk - �- larks 0,6PA v 6c. P-0 W 5 ?e �1 a H � z � x d . V H of F04 =o.P coGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao� Telephone (631) 765-1802 Fax (631) 765-9502 httpnn� s://www.southoldtowgov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. 20 1Building Inspector: MAY 1 9 2021 Applications and forms must,be filled out in their.entirety. Incomplete i"v; ,l? '' In,E P:T, applications will not be accepted. Where the Applicant isnot the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name:JOSEPH DOORHY SCTM# 1000-122-10-02 Project Address:1125 OLE JULE LANE,MATTITUCK,NY 11952 Phone#:631-445-5526 Email:JOEDOORHY@OPTONLINE.NET Mailing Address:1125 OLE JULE LANE, MATTITUCK,NY 11952 CONTACT PERSON: Name:JOSEPH WORHY Mailing Address:1125 OLE JULE LANE, MATTITUCK NY 11952 Phone#:631-445-5526 Email: DESIGN PROFESSIONAL INFORMATION: Name:ROBERT JAMES, HIGGINS Mailing Address 50 HIDDEN ACRES PATH, WADING R.IVER,,NY 11792,-----. Phone#:631-208-3351 Email:RARCHIBOB @AOL.COM CONTRACTOR INFORMATION: Name:JOSEPH DOORHY Mailing Address:1125 OLE JULE LANE,_MATTITUCK NY 11952 Phone#:631-445-5526 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other STORAGE BUILDING $60.000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:�RESIDENCE ., _ Intended use of property:R.E.S 1_QENCE______,.__.,.,w Zone or use.district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. IR Check Box After Reading: The owner/contractor/design professionals responsible for all drainage and storm water issues as provided by,- Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to.the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suftolk;County,New York and other applicable Laws,Ordinances or Regulations,for the`construction of buildings, , additions,alterations or for.removal or demolition as herein described.The applicant agrees to comply with,all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are,. punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal`Law. Application Submitted By(print name):JOS.EPH DOORHY ❑Authorized Agent BOWner- Signature of Applicant: Date: 04-01-2021 STATE OF NEW YORK) SS: COUNTY OF ) JOSEPHDOO R HY being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the OWNER (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* .I BARBARA H. TANDY Sworn before me this Notary Public,State Of New,York No. 01 TA6086001 _ Qualified In Suffolk County _day of Td-/ C ,20 Z)A Commission Expires 01113120 Notary Public PROPERTY OWNER.AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 42� Uff ILII.LDING DEPARTMENT- Electrica'I,ns,pect'or f1 S-oto fh � J it,h y C TOWN OF SOUTHO a� =` 'VJI D1i\;�"+ « 3: Town Hall Annex - 54375 Main Rola 0 Bd 1X791;d rss JVN BSc S,:)UT OLD � $ _uw Southold, New York 119 1-0959 BUILC7ilti9�, Y. -A p"�r Telephone (631) 765-1802 - FAX (631) 65L959 �s ,aOL D. rogerr(a_)southoldtownny.gov - seand(a_)southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: , A, -K , P ���-E-(1� G Name: _. License No.: S i 'y email: Phone No: GGL/J ®I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Z—o e- Address: f s' ® t e- U YL (V1-CA- 1 Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: ( Block: Lot: BRIEF_DESCRIPTION OF WORK (Please Print Clearly) ti Check All That Apply: Is job ready for inspection?: NYES ❑NO ❑Rough In ❑Final Do you ,need a Temp Certificate?: ]YES ONO Issued On Temp Information: (All information required) Service Size V]1 Ph 03 Ph Size: 100 A # Meters Old Meter# ®New Service ❑ Service Reconnect N Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ®Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION N )Z- Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Ir I Outlets I GFI's Surface Sconces I H H's UC Lts Fans �ll Fridge HW Exhaust I Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Tra nsfe r AC '" Hood Service Special: Amps Have Used Comments. \ �o�SOfFOt��,OG BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD e + Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 jemporary Certificate # Date 2022 Customer Name Electrician Name o6r Address Phone , �U •� " (,� e-mail e-mail :A k � . n Phone License# X. Size d A Phase 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 a 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 validfor 90 s fr date above. Authorized by Generated by REScheck-Web. Software. -Compliance Certificate -Project :DGorhy Energy Code: 2018 IECC Location: Mattituck,, New-Ybrk Construction Type: Single-family 'Project Type: New Construction 'Corlditio nedfloor Area: 0 tt2 Glazing Area 120/0 Climate Zone:-. 4 (5331:HDD), ,Permit,Date: -Permit Number: Construction Site.,. Owner/Agent, Desig.ner/Contractor: 1125 Ole:jule,,Lane. Do.orhY­1 Robert.Higgins,Architect. Mattituck,•NY 1125 Ole jute Lane 50 hidden acres path Mattituck,NY wading river,NY 11792 M0111 i: Compliance: 4.3%'Better Than Code Maximum UA: 163 Your UA: 156 Maximum SHGC: 0.40. Your SHGC: 0.19 The%Better or.Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT:provide an estimate of energy use or-cost.relative to&mInImumTcode home. Enve[ope Assemblies Gross.,Are-a Cavity U:-Factor .UA, %. Assembly. . R-V61ue' ':R-Valu­d Perimeter 1 '. Ceiling: Flat Ceiling or Scissor Truss 475. 30.0 0-07 0.035. 17 337 21.0 0.048 16 Ceiling"1: Cathedral Ceiling 1i095 21.'0 0.0 0.'057, 54 Wall:Wood*Frame,_16".D.C. Door 1: Solid Door(under 50%glazing) 21 0,400 8 Door. Glass,Door(over 50%glazing) 80 0.300. 24 SHGC: 0.30 52 0.030 2- Window:Wood Frame SHGC:.0.03 750 19.0 0.0 0.047 35 Floor; All-Wood joist/Truss Compliance Statement: The prqposed building design described h is onsistent with the,building,plans,specifications,.and other J I q1dl h been designed to meet the 2018 IECC erements in calculations submitted with the permit application,The propose 1 r "�i C I g C C -Web and to.comply with the mand tory q ments listed in the REScheck.inspection clist. REScheck Version :.REScheck Robert Higgins Architect Name-Title fignature,,or Date Project Title:Doorhy Report date: 02/19/21 Data filename: Page 1 of 9 / / ��m^��y�� �� � � m�� i~. �'���"~~""°-~~"~ ^�~�~`~~~~~~�~~ ~ ~~' ---- ---- --- � — -- '— � ����N�����=�°���.N�� ���=����0~0����� ` �m m��N�,����8������m` ��NL��a�w.N��0���V� Energy Code: 2018 (EC[ ReqUirennents: S7�O% were addressed direct|y |nthe RE5check'so�vvmre - Textinthe "Comments/Assumgtions" co|umni provided bythe user inthe REScheckRequirements screen. For each req uirem ent theusercert|fiesthata'cnde-requirementwU| bernetandhow-thatiadncurnented'orthotanexcepdon is being claimed. Where compliance |s,itecnired in aseparate table, a reference tuthat tob|eia provided. 77 ",OComplies. Requitement will be met. Construction drawing$and 103.1, Does 103.2 documentation-demonstrate Not Applicable enyelope represented on construction documents. 103.1 'Construction-draw!ngs-and-. Not trate 103.2, :documentation demons 403.7 ener y.code compliance for Observable .[PR3,11 ghting and mechanical-systems..',-, Not Applicable serving,multiple dwelling.units must demonstrate compliance with the IECC_ Y, I be met. Heating and cooling equipment is Heating., Heating: !.Requirement.will be met. Xislzed:per ACCA Manual S based Btuft��_ Btu/hr ;[]Does Not on loads calculated p(�r ACCA cooling: Cooling: ;[]Not Observable Manual J or other methods Btu/hr. Btu/hr,. 'OlNot Applicable approved by -Atiditioma8-CommmmentsyAssumpt�lo.ns: ` 1 High Impact(Tier I). Medium.Impact(Tier 2)� I Low Impact(Tier-3): Project Title: Doorhy Report date: 02/19/21 Page 2 of 9 - ^ uacanenamc: on.. . ---- 5e . CIe, -= �avnp . - a;. �.'C'ors�rnen�s%Ass ire; :I® 3(?3:21 'A-protective covering is.installed to ;OCompJies 'Requirement,will•be met. protect exposed exterior insulation ;)]Does Not ` and extends a minimum of 6 in. below 'ONot.Observable `grade. []Not,Applicable: 403:9?: '.Snow-and ice-melting system controls;OComplies ;Requirement will be met. 1,1701- 15 -installed. _Does}Vot ,ONotobservable; iONot.Applicable- Additional Comments/Assumptions: 1'High Impact{Tier 1) IMedium� .lrnpact(Tier 2) Low Impaet•(Tier 3) _ Project Title: Doorhy Report date: 02/19/21 Data filename: Page 3 of, 9 1 e :5e7. cti®n::::<�:`�,;:. - <,::-fl?lag�s�'►:!®ri#i�ei:`:;.:. - ..�ommentsfA'ssarrnpt sa; rnei'Iles,,. .: ...- ..::. R n - r.. 9 - t . v Ralue . See the Envelope Assemblies &' eq.ID 402.1.1, ;Door U-factor. ` U_` U ❑Complies ❑Does Not 402.3.4 ,table for values. [FR111 Not Observable ❑Not-Applicable U_ ❑COmplies :See the Envelope Assemblies 402,1.1, :Glazing U-factor(area-weighted U- ;tab lefor values: -402,3.1, average). ;Oboes Not ❑ 402.3.3, Not Observable 402.5 EINott-Applicable [FR2.11 i .''; "; 1 A❑Complies' ;Requirement will-be.met. •30.3.1.3 U-factors,of.fenestration-products s r = [FR4.]? are:determined in-accordance ;.;,:f;.;_ ::wz,,-; r....f r .,: ❑goes Not with the NFRC test procedure or ; .,❑Not Observable .taken.from the default.table. ❑Not Applicable .= — ;Requirement will.be met. 402.4.1.1 Air barrier and thermal barrier Complies [FR2311 Installed per manufa.cturer's. s ❑Does,Not : ., instructions. NotObservable ;:❑Not Applicable ' 402.4.3 .Fenestrati on°that isnot site built f ❑Complies Requirement will:be met. -[FR2011 1s listed and•labeled as meeting ;,` ' ❑Does.Not ;AAMA/WDMA/CSA 101/1,S,2/A440 s F❑Not Observable; orhasinfiltrationrates:per.NFRC r F, "L ,� , <:;ONotApplicable 400 that do-not exceed'code ,limits. 4p2,45 - C-rated recessed.li•ghting-fixtures ❑Com,plies Requiremntwfll be.met. `1 jFR]�IZ sealed at housing/inte�ior-fihish ?❑Does Not sand labeled to indicate 52,0 cfm fi f '❑Not-Observable• :leakage at 75-Pa, * ti ❑Not Applicable 403 3.1 'Supply and return ducts in attics :❑Complies Requirement will be met.' '[FR12 1 insulated >=:R-8 where:.duct is : - Ms..E °_° '-L7,Does Not 1 •'S:!.j�-`'yF:ac V .L� .��.0°::n - 1•y�; =.'1.•' - >='3 inches:in diameter and S - - []Not Observable ; X93 supply and; = R-6 where < 3 inches. pp y ❑Not Applicable, return ducts in other portions of h 1 .the.building insula ted>_ R-6 fors 'diameter>=3 inches and R-4.2 - --:; r< B.inches in diameter, 'fo _ --..� — -- 403.3;2 ;Ducts, air handlers and`filter ❑Complies .Requirement willybe met. [FR13]1 boxes are,sealed with []Does Not ms compliant of Observable Joints/sea p DN :triternational-Mechanical'Code ori �`'❑Not Applicable =International Residential Code, as _ .applicable. 40B.'15.5 Building cavities are not used as ` _ Y OComplies ;Requirement will be met. F,R1S13[ z ducts or plenums.. Oboes Not 1- r U- i- S ❑Not Observable ` K =❑Not Applicable 403:4';;;;.,.��yHVAC-piping conveying'ftaids :'R- tT R_ :❑Complies Requirement will be met, [P 17=1?``�_r above 105 4F or chilled fluids ❑Does Not =3 below 55 QF are insulated to>_R- DNot Observable 3. ,❑Not Applicable m lies Requirement will be met. 403.4.1 Protection of insulation on HVAC ❑Co p [FR24]1 piping. sf ❑Does Not < G []Not Observable ❑Not Applicable >.•.-= R ❑Complies Requirement wili-be:met-.53A -fFl0t•.water pipes..are.rnsulated.to R- [FR-1;8]?:. ?R-3. ❑Does Not ``3 ❑Not Observable _ ; Not Applicable , I High impact(Tier 1) 2 Medium'Impact(Tier 2). 3'Low Impact(Tier 3)• L - Project Title: Doorhy Report date: 02119/21 Page 4.of 9 Data filename: Se,ct b S U I RdiA V e, 4': Automatic or gravity, Requirement willebe met,. EComplies -dampers are, installed on all'outdoor air Does Not ,intakes and exhausts. �;[]Not:Observable Applicable Additional.Comments/Assumptlons: 11 1-HighImpact(Tier 1)- 2 Medium Impactffier 2) Low Impactffier 3) Project Title: Doorhy Report date: 02119/21 Data filename: Page%5 of 9, yy ala's,:Veleff I, v4lwl C rn t -0 kv arota�ts/Assurnpti�ns.. Vailue - _ U D_ Re .1 303:1 ;All installed insulation is labeled '-ElComplies. Requirement,will-be,met. r. or the installed DoesNot 'R-values provided. -".E]Not Observable t'Not 'A Applica `tr 402.1.1, ;Floor Insulation R-value. R- ble R- UComplies :See the Envelope Assemblies 402.2.6. Wood. �[]Does Not table for-values. (IN111 'E]'Steel []'Steel ;[]Not Observable (4) ;ONot,Appllcable 7777Complies :Requirement will be met. per 'Floor insulation installed 303.2, manufacturer's ElDoes Not 402.2.8 turer!s instructions�and [IN2]" in substantial,contact with the, []Not Observable .underside of the subfloor, or floor ]Not Applicable Jraming cavity-insulation is in contact with the top side.of sheathing, or continuous insulation is installed on.the ,und'ersi,cle of,floor framing and. ;extends from the bottom to the 'top of all perimeter floor framing . -s 402.1-1, :Wall-insulation R-value.If this is a, R- R- :LJComplies !See the Envelope Assemblies 1 table for values, 402.2.5, mass wall with at[east 112 of the F.Wood F-1,Wood- UlDoes,:Not El Mass, Kass ;[]Nat Observable�.'; 402-.2.6 wall,insulation on-the_wall ET [IN311 !exterior,the exterior insulation F-1 Steel 0 steel ;LJNot Applicable .requirement applies,(FR10). O.Complies Requirement will be 303.2 Mall.insulation is installed per ,[IN41� manufacturer's Instructions-. `�..Ilnoes not, --,[]Not Observable ONot Applicable Additional Comments/Assumptions: 1!,Nigh Impact,(7- ier.1).,... Medium Impact,(Tier4 Low impact(Tier 3) Project Title: Doorhy Report date. 02/19/21 Data filename: Page 6 of 9 t' s Vii". -F.-.'s 9, �'lffi".�::�;��.`_' : :';+; ;.�X01 a, e €' :,;�':., . .@•Hf':` .�. `�'`;, :':;r+'r,3.' '_ ° '' <': ''Plnal fspeeitore l?rpveslari5orra�plles Cornrnents/Assumistroris., &Req,ID Value j;y•" :Value 402.1.1, Ceiling insulation R-value. R- : R-_ _ `❑Complies See the Envelope Assemblies 402,2.1, ❑ Wood 'F1Wood '[]Does Not table for values. 402.2.2, ❑ Steel ,❑ Steel ❑Not Observable 402.2.6 [Fill' ❑NotfApplicable 303:1.1:1., .'Ceiling insulation-installed per €❑Complies Requirementwill be met. 303.2 -manufacturer's instructions. °-; ;' ❑Does Not [1712F :Blown.insulation marked every 300 ft2. _ _- ❑Not-Observable ❑Not Applicable 402:2:3; Vented attics with air permeable F; ;,'.-•' °s" -s-.❑Complies Requirement will be met. insulatiominclude-baffle adjacent :.r:r. ."`;''::; ;s; ,' ', ,- ; :;❑.Does,Not to soffit and eave vents that extends over insulation. ;❑Not Observable . >'. ;❑Not Applicable: 402.2.4 S'Attic access hatch and door ;L R- ,.. � : yR- .❑Complies Requirement will be met. [1713]1 insulation ?R-value of the ❑Does Not adjacent.assembly. '❑Not Observable ❑Not Applicable .402.4..1.2. .Blower.door test@.50 Pa-<=5: ACH,50 ~. ACK 50. '❑Gamplies. :R+equirement,wiil be.met. [FI1711 `ach in Climate Zones 1-2, and' ,❑Does Not <=3 ach in Climate Zones 3-8, ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 t❑Complies ;Requirement will be met. [F127.]1: !determine air leakage with ft2 ft2. ❑Does Not ;either: Rough-in test:-Total ;[]Not Observable :leakage measured with a ;pressure differential of 0.1-inch ;❑Not Applicable w.g.across the system including :the manufacturer's air handler enclosure if installed at time of :test.Postconstruction test::Total. :leakage measured with a pressure differential of 0.1 inch ,w:g..across the entiresystem 'including the manufacturer's air handler enclosure. 403.3.4 Duct,tightnesstest-result of.<=4 ' cfm/100: cfm/100.' :❑'C-omplies: [FI411 cfm/100 ft2 across the system or ; ft2 ft2 ❑Does Not .<=.3 cfm/100 ft2 without air :❑-Not Observable ' ;handler @ 25 Pa.:F.or.rough-in ;tests,verification may need to ❑Not Applicable occur during Framing.Inspection. ❑Com lies, Requirementwillbe met. 403.3.2.:1 :Air.handler leakage designated' p (FI24]1 :by manufacturer at<=2%of = _ ,❑Does Not design airflow. '-E]Not Observable ;❑Not Applicable 403:1.1..,•,Programmable thermostats ❑Complies ;Requirement will be met. [Finstal1ed:for controF f, primary. ❑Does Not: .heating and cooling systems and initially set by manufacturer to []Not Observable :codeecifications. `` ;;;❑Nat Applicable s 403 1,2 Heat pump thermostat installed ❑Complies 'Requirement will be met. [Fl°101 on heat pumps. ❑Does Not `❑Not Observable i - _ _ ;❑Not Applicable '+Circutatin .service:hot water s Re uirement wi 1 be net.❑Conp!ie [Fill] -';systems have automatic or — ❑Does Not ',accessible manual controls. __-- ': ❑Not Observable ❑Not Applicable 1 High lmpact:(Tier.l) :2.-.hlediumdmpact{Tier 2) ;3;' Impact.(.Tier 3.) Project Title: Doorhy Report date: 02/19/21 Data filename: Page,.7 of 9: ecion �' 1-... :. ,. .....-., ,�. _,��. '-• ,far:�': .�""r��ade1:,':�:: ..i=i�Ic8:9f�ri�etl:i .�.;;,: •,<:.:-:.::`:::.`�`'::= ;;: .. %'..,•, ., # i-srral,'8tespee$��ri`1�roucseans': .; ... � lrr�mphes� :.�ameri��rtslAs�umpirrmvas &`Fteq ID Value Volue 403;6,3 _„`All mechanical ventilation system ❑Complies: Requirement will be met. [FI25]?'' not part of tested and listed - ,❑Does Not 'HVAC equipment meet efficacy I r t' and.air flow-limits,per Table ---'[]Not Observable _ :❑ R403:6.1. Not Applicable 403:2' ?Hot water boilers supplying heat ” `❑Complies Requirement will be met. . _ _ [FI2Fxjz throughone-or two-pipe heating ' - :,:. ,f „`r ❑Does:Not systems have outdoor setback 1 control to lower boiler water = ❑Not Observable temperature based on outdoor _ ❑Not Applicable Y <temperature. ❑Com 'Requirement will be met. 403..5.11 Heated water circulation systems r ' pliesq [Fl28]2 ;have acirculation pump..The ❑•Doe&.Not: system return pipe is a dedicated i[]Not Observable return pipe or a cold water supply= ;pipe, Gravity.and thermos- ❑Not Applicable p^ ;syphon circulation systems are not present,Controls for circulating hot water system ;pumps start the pump with signal _ for hot water demand within the _ occupancy. Controls „automatically turn-offahe pump when water is in circulation loop } 1s at set-point temperature and = - no•dernand'for hot water exists. 403,5.1.2 Electric heat trace systems '❑Complies :Requirement will be met. [ •129]?_LL ': e ' ee � s 4apsartd ; � ��ed, srBail�rsspeGt on� i5 oras, �la9ue; ( alae z �€�m�s6i � Covm entsIAs �e ptDos�s 303 f =Manufacturer manuals for t ❑ 'Requirement Requireent wilt be met. jFt18a z mechanical and water heating ' Does Not ;systems have been provided. ,FlNot Observable 4 ONot Applicable Additional Comments/Assumptions: I r 1 3High:lmpact(Ter 1) �,; -Medium Impact(Tier 2) ti „Loct(Tier 3) 1 Project Title: Doorhy Report date: 02/19/21 Data filename: Page 9.of 9- r8/1 Efficlency Certificate Above Grade Wall 21.00 Below-Grade Walt 0:00, Floor 19.00 Ceiling %Roof 30.00 Ductwork(unconditioned spaces.:. Window 0.03 0.03 Door 0.30 0.30 P, V o-m - Heatina System. T Cooling System: Water. Keater:. Naaxne: :sate. Comments ' J • APPROVED AS NOTED O C C U PAN CY OR DATE: B•P•# USE IS UNLAWFUL FEElh D-oD BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT � O C C U PAN Cl( 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4..FINAL - CONSTRUCTION-.MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE C(D IPLY WITH ALL CODES OF REQUIREMENTS OF THE CODES OF NEW NEW YORK STATE & TOWN CODES YORK STATE. NOT RESPONSIBLE FOR AS REQUIRED AND CONDITIONS OF DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES DO NOT PROCEED WITH N.°►.S.DEC FRAMING.UNTIL SURVEY OFH oS B�EN I�P ROVED. RETAIN STORM WATER RUNOFF %r CEf; 1FICA TO A ON LEAD CONTENT BEFOF, PURSUANT CHAPTER 236 C'ERTIFICATEOFOCC OF THE TOWN C UFANCI, SOLDERUSED IN WATER BU'L'L)`S,Y§: Eii CANNOT EXCEED-2110 OF 4%LEAD. TRUSS PIAQARDING RE(�IIIRED &-Ecrntct NEW SUFFOLK AVENUE DRAINAGE SYSTEM CALCULATIONS: SURVEY OF ROOF AREA OF PROPOSED BUILDING: 1,100 sq. ft. LOT 7 1,100 sq. ft. X 0.17 = 187 cu. ft. MAP OF 187 cu. ft. / 42.2 = 4.4 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL HENRY APPEL NOTES: FILE No. 9327 FILED FEBRUARY 16, 1993 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM SITUATE EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 MATTITUCK 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TOWN OF SOUTHOLD 3. ALL DWELLINGS WITHIN 150' OF SUBJECT PTOPERTY ARE CONNECTED TO PUBLIC WATER SUFFOLK COUNTY, NEW YORK 4. PREVIOUS S.C.D.H.S. REFERENCE No.: R10-94-011 S.C. TAX No. 1000-122-10-02 BUILDING COVERAGE SCALE 1 "=20' AUGUST 23, 2016 i0 DESCRIPTION AREA % LOT COVERAGE SEPTEMBER 13, 2016 STAKE PROPOSED GARAGE MARCH 25, 2021 UPDATE SURVEY MAY 13, 2021 REVISE AS PER SCDHS NOTICE 1 C1 HOUSE & PORCH 2,710 sq. ft. 5.9% # TEST HOLE No. 1 GARAGE 750 sq. ft. 1.6% AREA = 46,043 sq. ft. AS SHOWN ON SUBDIVISION MAP 1.057 ac. • 29 4 POOL 800 sq. ft. 1.7% PROPOSED 1,100 sq. ft. 2.4% ACCESSORY BUILDING o� TOTAL 5,360 sq. ft. 11.6% •0 S�:N �� 82.27'20" LOT E TEST HOLE DATA ♦ a CONC. MON. DWELLING (TEST HOLE No. 1 AS SHOWN ON SUBDMSION MAP • i •r (USES PUBLIC W4TER) W �) TOPSOIL ;♦ •. STONE ��-�-�-�������� 0.5 •. • COLUMN' °'• '• a ARBORy11�gE`` • ... Law A • B ����� • ° ' e• ; • • . :• ASPHALT DRIVEWAY ♦ ELG BLOCK CURBHARD PACKED ` 3' SAND GRAVEL V' ♦ I O O�UMN / \� BLOCK CURB • ♦ •.. °•1. i ♦ e •1 ••♦ :. ! t: a e ) J3 / ��PpoLCONC. 4 ♦. . . .I.♦s. . .a o, Q a 1' 3 0 0.0 0 f SAND ec GRAVEL U • • Li a I �- 3 d LO UMFI ♦ 0 Q • '►• POST ,•�' 4 • .� ♦s; 0� • ( I OD ,�k• EL 4.7 13.3' HIGHEST EXPECTED GROUND WATER CONC. TEST WELL No. L�SGS aose2aD72j_21TsD1 c_39269.1 e I ♦ °: ) -POST FOR PAD METAL SHED E .D' 1Y w ° .a. ►: I POLE ° • . ♦ ) 9A KET pL TO ENE i2EMOYED No wA1II�O ED I e • KBO I ♦. ••• •• CONC. 1 S FRA1 STORY 9 '� woo zB.3', ( (DKNY suG RAGE o IBUILDING 'd GATE a .- ..•Ay -t3 LOTGATE•76.1'•• N UMP 30.0' �CONCUNIT D N �SEP'jC TANKNC. r N METOL FENCE � a o ° J � • 8.7' I� •. 1 3 PO57P ♦ z 6.1' MASONRY w J W 12.0' a WALLW/LAMPS v I C7 • a • FOUNTAIN PA o Q� � VERS 20'RE JJ L Fr, O I 3 C= P PROPOgED • `O M W o � v~i= 1.5' a EXPANSP I �� �. Li a 1` N o Z -' w UNAUTHORIZED ALTERATION OR ADDITION • W in 8 = m z k' (2)&'DIA �OPOSED To THIS SURVEY Is A VIOLATION of °•° s ) W WATERLINE g ON I g ? & LEFAGHING DEE U La'j SECTION EDUCATION209 OF THE NEW YORK STATE 04 COPIES OF THIS SURVEY MAP NOT BEARING ° 82.1' W 1.9' ? a ) w THE LAND SURVEYOR'S INKED SEAL OR M • Y= (� EMBOSSED SEAL SHALL NOT BE CONSIDERED do ^ 1 9,.t y TO BE A VALID TRUE COPY. A. O �73.7 30.1' o e rr PR W CERTIFICATIONS INDICATED HEREON SHALL RUN ♦ GAS '� 1 ye 1,25TOP��Dr+ ONLY To THE PERSON FOR WHOM THE SURVEY • y IS PREPARED, AND ON HIS BEHALF TO THE z 16.6 "� FIRE PR • �OT PTIG TANK O TITLE LENDING COMPANY. TIOVERN ED AL AGENCY AND D ° s 0 zz OUTSIDE ; �M CTRICUMP O TO THE ASSIGNEES OF THE LENDING INSTI- °• 1" SHOWER I POST �' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OVERHEAD WIRES- --.4.. I H METOL cc { ' ` �^ LAMP • ° ( EDGE `` �_ POST :.'::`:::35 :. .::....... THE EXISTENCE OF RIGHTS OF WAY W 100 : ?""':•'•'::' AND/OR EASEMENTS OF RECORD, IF • ���� ������� MI �o - WI I `' AN6'`r`. `.':' ANY, NOT SHOWN ARE NOT GUARANTEED. • ..m, ♦n' FOUND `� ELEC7RIc Z W NI GLI=ANpIIT..N'''::.: :: OJ I n •„ BAS1_ PREPARED IN ACCORDANCE WITH THE MINIMUM :♦ C�• .• 0.2'N. Oso MON. qR�R l� 0 r I) P�OPO$�rj- W NT 20.0' (L STANDARDS FOR TITLE SURVEYS AS ESTABLISHED, • °. ♦ ���`�R`fTgE �� ` I 1 W : :.... POj D'�':�J:':r;';:.:;`.;::: ' Oz BY THE LI.A.LS. AND APPROVED AND ADOPTED. ° O A `�.` ��- GGF$��Y• FOR SUCH USE BY THE NEW-YORK STATE LAND p• '`J e PROP yy P P BUIJ pl •.. �9 TIRE ASSOCIATION. 81 0 7'4 0" �.�� .ti, D ELcTRIcII �: >_�. 24.0::;NG::;: `��h EQUIPMENT Q T r HE �� ENT I ('(:::::: ::?'''r'':{'::':{:::r a. CJ Par! C ` .``DGE . ��� :':'375•.:: :.:?::;:i ::. . . O� O � 01 o DWELLINGSNrF- O BUSES PUBLIC WATER FPIPE TRANGI_ O to � FENCE1.5-S. 0 �•,. , E N/0 O ;a J U ROB /F LE ERTA � HAKE � ,�' • LANE fCAL°US � .�• �. DWELLINGMEr� POST WIRE FENCE CSET ONC. /41,,'-) "` �'~ N. .S. Lic. No. 50467 NsEs � MON. - -- PUBLIC WAS FENCE O.L � 300.08, RONAq P/%�' & AAT Nathan Taft Corwin III E' .NESSION Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-173A NEW SUFFOLK AVENUE DRAINAGE SYSTEM CALCULATIONS: ``:° SURVEY OF ROOF AREA OF PROPOSED BUILDING: 1 ,100 sq. ft. LOT 7 1,100 sq. ft. X 0.17 = 187 cu. ft. MAY 13.7"1 187 cu. ft. / 42.2 = 4.4 vertical ft. of 8' dia. leaching pool required MAP OF o, PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL SUFF.t U.r1CIw.1_.%',%) ENRY APPEL NOTES: '1Ftti� '� ^�" '""F'iL�"No: 1�7 FILED FEBRUARY 16, 1993 3 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM SITUATE EXISTING ELEVATIONS ARE SHOWN THUS: L MATTITUCK 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TOWN OF SOUTHOLD 3. ALL DWELLINGS WITHIN 150' OF SUBJECT PTOPERTY ARE CONNECTED TO PUBLIC WATER SUFFOLK COUNTY, NEW YORK 4. PREVIOUS S.C.D.H.S. REFERENCE No.: R10-94-011 S.C. TAX No. 1000-122-10-02 BUILDING COVERAGE SCALE 1 "=20' AUGUST 23, 2016 DESCRIPTION AREA % LOT COVERAGE SEPTEMBER 13, 2016 STAKE PROPOSED GARAGE MARCH 25, 2021 UPDATE SURVEY C) HOUSE & PORCH 2,710 sq. ft. 5.9% MAY 13, 2021 REVISE AS PER SCDHS NOTICE #1 ._ TEST HOLE No. 1 GARAGE 750 sq. ft. 1.6% AREA = 46,043 sq. ft. AS SHOWN ON SUBDIVISION MAP 1.057 ac. POOL 800 sq. ft. 1.7% ° b. PROPOSED 1,100 sq. ft. 2.4% ACCESSORY BUILDING LO TOTAL 5,360 sq. ft. 11.6% .° a. & �,, S 82'27 20" E T © TES A a CONC. MON. DWELLING ° ♦r (USES PUBLIC (TEST HOLE No. 1 AS SHOWN ON o SUBDMSION MAP WATER) TOPSOIL ° •• STONE Lolut • • COLUMNI' 4. '• ARBOR 3 e Y i • ♦ ° BELG ����� ♦ �• . • •d' •• K �PHALT DRNEIyAY '•' it •B� K CURB e � HARD PACKED SAND&GRAVEL 4' ° h °• ) a °' • . OLUMN / \, BLOCK CURB4 • ;° e ,1 ,e•� •. :° • 4 • ► r _ ° ..4 .. 0 1\`i)-CESSp00LCONC. 4 a 1 °: ♦. o °° ' s • on, 300.0(y swD ec GRAVEL r W 5 I LO ° . °°I ... ml 0. ^ LAMP 00 0 rw a '• POST e e < , I 9 SOD ,�MEL 4.7 13.3' HIGHEST EXPECTED GROUND WATER 4 e o CDNC. TEST WELL No.LISGS 405924072321501 S 39289.1 •• ° FlAG � :.4 I : °: �-POST FOR PAD METAL SHED EBgR EL.3.0'BAS1Y W ` '° I POLE i ° a : ♦.' 's KL No wA>I�ENCOUNTERED 4R CBp TO BE REMOVED , � n• .° n •o CONC ^► 4woo . $ FPgME TOARAGE b RY (0 I8.3'• ) R1 BUILDING) 'n L0 ��� o .0 ••r.}: GATE N n LOT (D n N �� LAPPOST Ll CONC�P DON Ips 7 N. 16.1' 30.0' \�SEP71C CONC. N METAL FENCE N(� >. pO P z �''•'' 8.1' • W 4 U ^:: = WLLJ 12.0' a • WALL W MASONRY v ) r /WNPS FOUNTA114 PACERS a L'.Q 20 `Y ♦ b "1 PRE 'a `I n g Ix'1l 1'ROPOS� Q n 4. 'y, "N' ti= t.s' e EX1_AN1110RN 5 °. .. . W NPO L W 8 N= in o '' o V UNAUTHORIZED ALTERATION OR ADDITION ' ° •' w -� OLATION OF :° o LEA1A X"8 D�EPP 2� SECTION 7209 OF THE TO THIS SURVEY IS A VNEW YORK STATE ° ♦ W WATERLINE 8 g j �o GHING POOLS V EDUCATION LAW. W �_ W Q COPIES OF THIS SURVEY MAP NOT BEARING °° W a ) w THE LAND SURVEYOR'S INKED SEAL OR M EMBOSSED SEAL SHALL NOT BE CONSIDERED -4. ^ 0 TO BE A VALID TRUE COPY. 30.1' o 1 W CERTIFICATIONS INDICATED HEREON SHALL RUN 4 7� GALoN S '° • 1�yB• 1.250,��D `�It'id` ONLY TO THE PERSON FOR WHOM THE SURVEY _ CIEF • o a ) G�TANK O IS h TITLEPARED,COMPANY,AND ON GOVERNMENTAL HIS BEHALF THE AND z o FIRE PIT ELE • ' •' � 16.8 � LENDING INSTITUTION LISTED HEREON, AND °' 4 'a z zi OUTSIDE 3 d METERIC LAMP TO THE ASSIGNEES OF THE LENDING INSTI- ♦ • ^ SHOWER I POST 879, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OVERHI RES_ -.4.. 3 Z 3 METgL `/ J �� ` �` LgMP H CE 1 35' ♦ 4 I AGE ` � POST `` :::::..,•,:;::::::;;;; ::..; THE EXISTENCE OF RIGHTS OF WAY I ::::>'� OOP:• c,. :•::•:::;:;: :;;: AND/OR EASEMENTS OF RECORD, IF .•4' ��-�-. M"•'I L0 10 W aI t?.HAN6'::'c:`.:`.:�: :p• ANY, NOT SHOWN ARE NOT GUARANTEED. ♦ ..a, °. h' FOUND ` ELECTRIC 2 e ) W W nil GLANOUT IN'''...., - O :a C•• 0,2•N 0Bµ. MON. �� METER I v I) 1'ROp ��_ B'4S ►1ENT 20. ' 4 PREPARED IN ACCORDANCE WITH THE MINIMUM • °, Pq ° CARBO `� OSFD W ' :::::::::.: ::..... :: ::::::;::::. ....... O q_ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ''''.PROP' . ° `(O ° I �RLI W :,q QED 1,57':: ::' :;`:;:;`:::;`: QZ BY THE LLA LS. AND APPROVED AND ADOPTED Nj �_ ESsp��. �RY<:;:: FOR SUCH USE BY THE NEW YORK STATE LAND p ' � �ti . � PROP t3111 TITLE ASSOCIATION. `�._ Q N 8�'Q ' „ ` `�� QED I I W 'P1-,EL. 240 LD1N6; O IY • ° . y 7 40 w ```` •.)l -. �� G7RIG LINE POOL .; y �CQ .+ ��1� . -> EQUIP w a .� .. , '.�. MENr I :; ' ' 'v':`:` Q Q O C t^• C0 ,�,�'�ELLIf3AN O (USES pU9UC W ) F PIPE �, E M 0 '1;'• � � FENCE 1.5'S. ^ � r t jLE NCO o -�' LANE rrAZ0[ SET - N.Y.S. Lic. No. 50467 DWELLING MEr� POST� WIRE CONC. MON. (L)SES W euC ��) FENCE - SUFFOLK COUNTY DvPARTVENT i WATER LINE(S) hIUST BE INSPECTED BY THE INCE ON. OF HEALTH SErmCES 300.08, PERti�ITFoRAP�.o�rnLQI=CO`daT:UCTd()�3FOR� SUFFOLK COUNTY DEPT. OF HEALTH SERVICES ROWN/O/F Nathan Taft Corwin III ALD ' t:v;• ' s_ ,�. „ `�- CALL 852- „��. 48 HOURS IN ADVANCE, & AArAr A S"MITIL To S al''Dk!LE IN'aPECT IOINI(S). E XESS1O�r Land Surve or .7 DATE.S 19 70u! H.S. i ,F3 dti1� `' �1(�ylj j r7S& 'A,T€,04 INFPCI, r%'Q 1" Successor To: Stanley J. Isaksen, Jr. L.S. APPROVED �� �z�. ,,r/mt' �,,sJoseph A. Ingegno L.S. 1 7'�1.TH D, s �'e1'"''?"r Title Surveys - Subdivisions - Site Plans - Construction Layout TOTAL f`aR�'J(I+l U E'ELOR03s�"` rY� PHONE (631)727-2090 Fax (631)727-1727 EXPIRES THREE YEP„;8(l Dr4,74 E OF AF�r r-7 kf OFFICES LOCATED AT MAILING ADDRESS I 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-173A NEW SUFFOLK AVENUE SURVEY of NOTES: LOT 7 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM MAP OF EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 HENRY APPEL 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. FILE No. 9327 FILED FEBRUARY 16, 1993 41 3. ALL DWELLINGS WITHIN 150' OF SUBJECT PTOPERTY ARE CONNECTED TO PUBLIC WATER SITUATE 4. PREVIOUS S.C.D.H.S. REFERENCE No.: R10-94-011 MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-10-02 SCALE 1 "=20' AUGUST 23, 2016 SEPTEMBER 13, 2016 STAKE PROPOSED GARAGE MARCH 25, 2021 UPDATE SURVEY MAY 13, 2021 REVISE AS PER SCDHS NOTICE #1 N o AUGUST 10, 2021 FOUNDATION LOCATION TEST HOLE No. 1 AREA = 46,043 sq. ft. AS SHOWN ON SUBDIVISION MAP 1.057 ac. . • • 20.0 "° Q � S 8�27',20" LOT © TEST HOLE DATA a°d DWELLING (TEST HOLE No. 1 AS SHOWN ON SUBOMSION MAP i • CONC. MON. G • (USES PUBLIC WAEL D. TER) TOPSOIL ° •• STONE �� ` . loAwS •. , ' COLUMN' i•. '• ' ARBORVITgE`� ... . A • 3, ° ° ' n• • •'�• •' ASPHALT DRIVEWAY • ° BELGIAN BLOCK CURB �� ���� HARD PACKED ° .. °• .° •; �°• ; "• A•° ° �• ►.♦ e• • .° �����'�'�1 SAND d GRAVEL °• w ° .. 4. O SToONE �/ \ BLOCK CU ... A. !' s ,1 : .�y •.. ° `V RB r J 3 ° O UMN , �� CONIC. • 4 °. ° 1 °e' 'e e °' 300.001 SAND&GRAVEL r W I !n ° °' `° °.. m t LAMP I ° .. 00 A 0 W • .•• PO . °.: . • ° I p ,�M• EL 4.7 13.3• HIGHEST EXPECTED GROUND WATER e ,• 4 •, e • ,e CON(,', p' TEST WELL No.uscs 1059240723215D1 S 39289.1 11 r-r 1 :• �• I o bi ° I ,a ° ° . V K�R P4D METAL SHED E No WATER TanOo��17 ° • I °a ° • ° r • ) fCBOARD QjA •t • CONC, • • • g woo ':: . FRAME STOGARAGE �.• a �3 28 (DRY ARAGE o GATE BUILDING) N 2 " ,•• W i et z LOT O ^\ PR n.. 16.1' C �� LAMP 30.0. �CONCUP N 3 : I \ �SFpncSTAHKNC. ;r N METAL FENCE POST e a • P CS '.; 6.1 `O ON J P 12.0' WALL RY L W '� W/LAMPS �? ) W I Q a 4 a ° FOUNTAIN PAVERS i,Q 1 5' 20' • ► "� $ O n PRE IT ° W LC N O w UNAUTHORIZED RA ' W g = Ir o ALTERATION TI ADDITION TO THIS SURVEY IS A VIOLATION OF •• ° '' O W WA ro o c`E a ))3 Z I� SECTION 7209 OF THE NEW YORK STATE ° e TERUNE g 9 g j S R Q Gj EDUCATION LAW. W c W Q COPIES OF THIS SURVEY MAP NOT BEARING ' °f M 82.1' _� W 1.9' i a )C, w THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. A.° O 73 73D.1' . CERTIFICATIONS INDICATED HEREON SHALL RUN `y E SU FIR PIT • o ii 7IiB7 y� 5N PREPARED, AND ON HIS B HTO THE PERSON FOROALFTTO THE�� ,Y • Z [� TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND o z 2z � OUTSIDE 3 d METE�iC LAMP � � TO THE ASSIGNEES OF THE LENDING INSTI- ° o SHOW R POST87.9' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 �� EDGE 3 /�•�F- �-�.�-�..��� � � � � � VERH WIRES --.4.. 3 I a J`�H METAL CE f' ' � � • ° `' �` `` PosTP THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF go ANY, NOT SHOWN ARE NOT GUARANTEED. `a ON 0.2ND0 Co . MON. `�` ���—./'MEELECTRIC 241 0l3 �) 375 �20� PREPARED IN ACCORDANCE WITH THE MINIMUM ��� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED °• °. 49I�.O°R D AND ADOPTED ° ` ����� I ' 20'N CONCRETE ONC OR SUCH b BY THE USE BY THEPNEW VYORK STATE LAND �l N '°�' " ``` ``` �� ' ' RETE FOUNDATION o TITLE ASSOCIATION: .. :• 0 EQUIPMENT I N Y�i �ifi' e�r�.)y.�L 37.5' DWEL O (USES PUBLIC NG WATER) F pip N I CONC. WALL M PENC E e t 0L�-1 JL1S. of LE N�0 to r L KAL AKE 0 A- ' METAL POST SET •. . tr N.Y.S. Lic. No. 50467 (USES DWELLING WIRE FENCE CONC. I ` .ti.+ :u^ MON. UC WAR) 300•08' FENCE O•L BONA DDA. Nathan Taft Corwin III & AAr h'ESSION _ Lw;;�, - Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. AUG 1 2 2021 Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout �•/�,N ` �,� PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS -ro' , \\ 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-173C NEW SUFFOLK AVENUE SUFFOLK,COUNTY DEPARTMENT OF HEALTH'SFERVICES SURVEY OF LOT 7 APPROVAL OF CONSTRUCTED WORKS FC.rl A J;; 11111,1111 ft" MAP OF HENRY APPEL e— FILE No. 9327 FILED FEBRUARY 16, 1993 Date No. _j-j2Vn H.S. SITUA TE The and water supply tcIttles of tis lcs,�on have't-,,m inspected ardici,cotffiad try this Depmr.trnent or cl�cr cX,,',&�s and found to MATTITUCK ---rAi skmy1h qj,10". A 01: C�--DROOMS. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-10-02 SCALE 1 "=20' AUGUST 23, 2016 SEPTEMBER 13, 2016 STAKE PROPOSED GARAGE MARCH 25, 2021 UPDATE SURVEY C%j MAY 13, 2021 REVISE AS PER SCDHS NOTICE #1 AUGUST 10, 2021 FOUNDATION LOCATION JANUARY 11, 2022 REVISE AS PER SCDHS NOTICE OF 12/30/2021 JANUARY 24, 2022 FINAL SURVEY FOR ACCESSORY BUILDING AREA = 46,043 sq. ft. 1.057 ac. -4 Irz SEPTIC SYSTEM TIE MEASUREMENTS ET 4 1 CONC. MOMS 82-2720 BUILDING BUILDING 611 E kilipil'' CORNER g] CORNER QB SEPTIC TANK :4• COLLIE NE N • COVER 21.5' 51.5' ISOyyy LOT LEACHING POOL 25' 39.5' BELC COVER I AS BLOCK CURBLEACHING POOL 4h, ASPHALT DRIVEWAY p• • & 4.. .4 . . - , . . : . - . - .' ' , .. &.' -' .h. . - -.4 32' 59.51 k 4 4. COVER 2 • 4• 0 STONE iIAN BLOCK CUR • •- 16 • .4 COLUMN '4 '4 �--CPRE ES C�g ONC. •.4. •4 0 PREC�& 4 CESS L0 • 4 300.009 4" LAMP .* • �/ 4 POST-'N e• ° E Cot' 4 I 4.* --POST FOR PACT METAL SHED BASKETBALL BACKBOARD '4 L -4 - 4, 4 4. 4 CONC.• 0) 0 1 STORY Woo �4 FRAME (6 GARA C? Lr) Lr a: Iif (DRY BUILDING)Ut CATE L�—CbC� zor GA 0 CU%DON <1 \�—SCAS 04 1A1I C,oNc. C; METAL FENCE iL LAS 4 . 6.1 10 MASONRY Ld 0 LU 12.01 WALL w/LAMpS & FIOUNTAIN PAVERS 20' 4 RE 0 b Cq 0 0 0 I-- 1.51 • • 4. Lel C'4 0 W X �F(0 0 0 • 2 00 A 6 W Ell 0:1 4. P I W ;0 6 LU • 6,4 CN W 1.91aQ LEACHING POOL 2 -4& ^ Z:) 1.9110: LEACHING 0 POOL I A. 30.1. GAS V; Z yaTX R 18. co 4 Z o 0 E PIT —qZCTRIC 4• METER 0 C.) 0 IDE av: 4P k7 SHOWER METAL CONC. SLAB OVERHEA&—WIRES—:4-4.4. gz R HED cc POST_D Ge OST ROOF OVERHANG IN OVER CONC. SLAB '4 CHIRN b -- Pi h, F ELE TRIC WATERLINEDr--W 37.5- A CLEANOUT 0 Q 1;1�/ .0 N ON. MON. PREPARED IN ACCORDANCE WITH THE MINIMUM .4 hL' 2YN.I)OC6'W. R Lo''L' 29-01 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 2.0' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 40 4 ACCESSORYSroFRAA,, FOR SUCH USE13Y-.THE NEW YORK STATE LAND N 81'07 '40 BUILDING TITLE�AS SdCtr N., "�q\ \, W Poo) CY EQUIPMENf 'b� 37.51 C) Q CN U D Zd WALL o �rloK9L CONC.PPIPE CY to oLIS FENCE I..5-S. OLE JULE SET LANE METAL POST a SET N.Y.S. Li1c. No. 50467 -ROMAL�Y/0/p WIRE FENCE CONC. MON .D A• �,&IrZ S FENCE 4VAre - 300-08 L Nathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Land Surveyor SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Successor To: Stanley J. Isaksen, Jr. L.S. EMBOSSED SEAL SHALL NOT BE CONSIDERED Joseph A. Ingegno L.S. TO BE A VALID TRUE COPY. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY PHONE (631)727-2090 Fax (631)727-1727 Is PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY LENDING INSTITUTION LISTED HEREON, AND AND/OR EASEMENTS OF RECORD, IF TO THE ASSIGNEES OF THE LENDING INS11— 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Jamesport, New York 11947 Jamesport, New York 11947 36-173A GENERAL CONSTRUCTION (VOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space DWELLING- GARAGE SEPARATION BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. 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 LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately SEPARATION MATERIAL USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State the FROM THE RESIDENCE AND ATTICS NOT LESS THAN TH -INCH GYPSUM OR Uninhabitable attics without storage DESCRIPTION of FASTENER Energy � 1. Ceiling is suspended under floor framing. EQUIVALENT TO THE GARAGE SIDE 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 Fuel gas code; Existing building code; Property maintenance code. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ITEM ROOF FRAMING +� ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls BOARD Habitable attics&attics served with fixed stair 30 10 N drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES4-8d BOX (2-1/2")OR 0 USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3 Sd COMMON EACH RAFTER,TOE NAIL N Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Fire escapes CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD p 40 20 2 3 8d COMMON EACH JOIST,TOENAIL 0 2. Written Dimensions take precedence over scaled dimensions DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1Od BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, EXTERIOR'NALLS THAT ARE WITHIN THIS AREA 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARFJ_.LEL V 01 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL a dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD passenger vehicle garages 50 COLLAR TIES 4-1Od BOX (3") OR = 18. Install joist hangers at all flush structural load bearing conditions. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 0 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Rooms other than sleeping rooms 40 10 0 shall be installed in accordance under latest State approved Building Codes. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND PP 9 19. All window and door headers to be 2-2x10 unless noted otherwise. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 All systems are to be designed, installed, &specified by the general contractors; HVAC, Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O electrical or plumbing sub-contractors. 20. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. and NFPA72 . Shall be provided in each sleeping Room, outside of each separate sleeping 4-16d OR area in the immediate vicinity of the bedroom and on each story of the dwelling, including Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity basement and cellars and rot less than 3 feet from the bathroom door containing a TABLE R301.2.1.2 Windborne Debris protection of 2000 pounds per square Foot, All Footings shall be 36"below grade Minimum. It shall bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Fastening Schedule for wood structural panels 3-16d BOX be the responsibility of the general contractor to verify the depth of all existing footings WHENEVER an alteration,addition, or conversion is made to an Existing Residence, 2-16d COMMON END NAIL disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, Fastener Panel Span Panel Span Panel Span ALLOWABLE DEFELECTION of ALLOWABLE hardwired and interconnected. Type Less than or less than or less than or STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, equal to 4 feet equal to 6 feet equal to 8 feet Rafters having slopes greater than 3/12 with $ STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON F tY P Y P 21. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 no finished ceiling attached to rafters L/180 ( j 3.5"x 0.162" 24"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping areaSTUD TO STUD AND ABUTTING STUDS AT 16d BOX in the immediate vicinity of the bedrooms. combination carbon monoxide No 8 Wood screw Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS ATBRACED WALL PANELS) (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 and smoke alarms shall be permitted in lieu of carbon monoxide alarms. based anchor with 16 inches 10 inches 8 inches 16d COMMON on center on center 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES Q - an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, on center (3-1/2"x 0.162") 2 inch embedment L/36o garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All CO alarms shall be connected to the lighting circuit with no intervening wall len ht 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL 9 9 9 9 All other structural memebers L1240 OR 4-8d COMMON U,"� W All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. Z No 10 Wood screw 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 = _ U Reinforcement: Steel reinforcement shall comply with the requirements 22. WALL BRACING: Buildings shall be braced in accordance with based anchor with 12 inches 9 inches r , of ASTM A 615,A 706 or A 9913, section R602.10.4.2 Continuous sheathing method. 16 inches on center Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END U C) Z Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), End conditions for braced wall lines for the continuous sheathing shall conform 2 inch embedment on center on center 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH J CV len ht Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT < W required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections g ) Q W R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L=span length,H=span height BOTTOM PLATE TO JOIST,RIM JOIST BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W ('(S a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 14 16 BOX 3 1/2" O Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 23. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be OR BLOCKING(NOT AT BRACED WALL) ( ) 12"O.C. FACE NAIL im located at the centerline of the wall determined from tables R404.1.2(l)through R404.1.2 9 . b.Fasteners shall be installed at opposing ends of the wood structural panel. BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W ( ) 9 ( � provided m transmit the applicable uplift forces in section R80211.1 from the Fasteners shall be located a minimum of 1 inch from the edge of the panel. TABLE R802.5.2 15 OR BLOCKING AT BRACED WALL PANELS Vertical reinforcement in basement walls shall be located roof assembly to the foundation. ( ) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Q to provide a maximum cover of 1-1/4 inches from the inside face, C.Anchors shall penetrate throw h the exterior wall covering with an embedment len th of RAFTER/CEILING JOIST HEEL CONNECTION 5 Z p g g g 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL W 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of not less than 2 inches into the building frame. Fasteners shall be located not less than GROUND SNOW:20 PSF 2-16d COMMON 0 Concrete basement foundations shall have horizontal reinforcement as follows: asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 2-1/2 inches from the edge of concret block or concrete. RAFTER RAFTER v J v Based on R404.1.2(l)- incluides basement entrances and window wells SLOPE SPACING ( ) ( ) as per Table R905.2.4.1 of the NYS Residential Code. ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL 0 (n � O � Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or d.Where screws are attached to masonry or minima ultstucco,they shall a attached 2-16d COMMON wall and One#4 bar near mitt-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- using vibration resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. i0- W ",,_, Greater than $foot Wall Height: One#4 bar within 12 inches of the top of 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing 12 FT F2OT 28 FT 36 FT 1$ 1" BRACE TO EACH STUD AND PLATE 3-8d BOX2-8dCOMMON FACE NAIL O U - wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Exterior glazing in buildings located in Wood-Borne debris regions shall O N IM but not less than 4 per strip. be protected from wind borne debris. NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Glazed opening protection shall meet the Large Missle test ASPM E 1996 0- Q 0 r G Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 25. Flame Spread Index: R302.9 and the ASTM E 1886 as modified in IRC section 301.2.1,2.1 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. wall and ceilingfinishes shall have a flames read index:5 200 Garage door glazed opening protection for wind borne debris shall meet Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. p 4: 12 16"O.C. 4 6 8 10 r_ ANSI/DASMA 115. Areas within hurricane prone regions: c P Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies y o (1). within 1 mile of the coastal high water line were the ultimate design E._ Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index<_25 winds speed is 130 miles per hour or greater. 5: 12 16"O.C. 3 5 6 8 o c m � p p g FLOOR FRAMING o, o'E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: (2). In areas where the ultimate wind design speed is 140 MPI-or greater. E, o 0 q 9 g: Smoke-developed Index: R302.10 7: 12 16"O.C. 3 4 5 6 w w w E L um 0 C 0 Y a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index 5 450 A. EXCEPTION: 4-8d BOX M- 21 o c 0 = y o JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o- f2 c t 0 " m t > or stainless steel, Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 9: 12 16"O.C. 3 4 4 5 2 3-8d COMMON - Z „ `0 0 b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have asmoke-developed index<_450 tested with ASTM E 84 or UL 723 of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to w ° rn w o 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON .n c c a� •- c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc cover the glazed openings with attachment hardware provided in the table below. 12: 12 16"O.C. 22 PLATE ROOF APPLICATIONS ALSO 10d BOX 6"D.C.TOE NAIL .o s 0 a 8 o 0 o 0 Label all panels and store in a clean d area of the house. ( ) shall be Hot-Dipped Galvanized or Stainless Steel, p '�' n 6 0 Y N a) Attachments shall be provided in accordance with the table as fol ows: c y > a ❑ 0., o THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX a�y 2 c o m•9 = a c 23 BLOCKING TO JOIST EACH END �IE 2 3 Lac 3 0 0, 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON 0 0 o m .L installed in accordance with the manufacturers latest installation details, LOCATED HIGHER IN THE ATTIC THE HEEL JOINT . ° 0 L c 0� 2:s rn CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX .c,c'� m v o w Framing connectors,Allowable Hole diagrams,specifications, etc. 24 BLOCKING TO SILL OR TOP PLATE 3-1 6d COMMON TOE NAIL L = c j N o` 3 o E "Micro-Lam Design Stress: E= 1.9, Fb =2,600 psi, Fv=285 psi "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi s- 6" DIAMETER -i H c/ H r HEEL JOINTAJDUSTMENT FACTOR .`m o c o .oma- c ai (D ° "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi I ( 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-i6d COMMON AT EACH BEARING, FACE NAIL L U.F" L_ E CO d 1 / 3 1.5 4-10dBOX CUV Q� ca��i �m0 10, R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ""� r- 0 a E m „ m 0 o L 0 N 2 u + each sleeping rooms in basement, habitable attics, and every sleeping room CONSTRUCTION TYPE 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 4-16d BOX H i; m 1L- m E a o - � � "I", "II", "III", "IV", OR"V„ 3-16d COMMON PER JOIST shall have at least ONE operable emergency escape opening as follows: 1 / 5 1.25 Sill height of not more than 41 inches above finished floor. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O,C. FACE NAIL TO TOP&BOTTOM A. Minimum net clear openinca of 5.7 square feet. /'d ' REFLECTIVE RED STAGGERED ON OPPOSITE SIDES Z __ 0_ Except grade floor openings shall have a minimum net clear j PANTONE#187 - 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL UJ = opening of 5 square feet. 7/16" min. st-uctural plywood 3-16d COMMON I- "a 0- B. Minimum net clear openinc� height shall be 24 inches. Panel, Attached to TABLE 802.11 2-1 Od BOX(3") OR W U C. Minimum net clear opening width shall be 20". RAFTER UPLIFT CONNECTION FROM WIND 0 29 BRIDGING OR BLOCKING TO JOIST 2 8d COMMON (2 1I2P') EACH END, TOE NAIL J 0 W (n D. emergency escape and rescue openings shall be operational REFLECTIVE Frame in accordance = Z Z J O from the inside of the room without use of keys or tools. WHITE FIELD with Table R301.2.1.2 WOD STRUCTURAL PAN LOOR J Z N WHERE Basement contain more than one or more sleeping rooms, of the residential code RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q o Ia- r an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN Emergency escape and rescue opening shall open directly to the outside of New York State (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = U W E -� EXCEPTION: Grade floor or BELOW grade floor openings shall have DESIGNATION FOR STRUCTURAL '~ 130 140 SPACING OF FASTENERS W U F" ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP t'n Z LL a. a net clear o enirn of not less than 5 square feet. " <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W p 3 q COMPONENTS THAT ARE OF 1/2 TRUSS TYPE CONSTRUCTION PANEL EDGES SUPPORTS GABLE END WALL FRAMING � '� 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each STROKE WINDOW UNIT "F" FLOOR FRAMING INCLUDING i6"O.C. 12 214 201 263 247 ��- ,� 6d COMMON(SUBFLOOR,WALL) �� continuous run of treads or flight with FOUR OR MORE RISERS. GIRDERS AND BEAMS 30 3/8 1/211 8d COMMON(ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing,shall not be less than 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous "R" ROOF FRAMING 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 16"o.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to "FR" FLOOR AND ROOF FRAMING a wall shall have a space of not be less than 1-1/2 inches between the wall 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. UNDER SECTION 602 OF HE BCNYS PLYWOOD STORM PANEL 16"D.C. 32 427 ass 529 496 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 SHUTTER DETAIL FIB STRUCTURAL CELLULOSIC 1-1/2"GALV, ROOFING NAIL 3" 6" 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING N W NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD o above the floor or grade below shall have a railing not less than 36 inches N fV in height. Railings shall have Top rails and Balusters and Bottom rails that are Refer to General Notes for Panel 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC I 1-3/4"GALV.ROOFING NAIL 7" 7" - O NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed Applicant shall provide engineered wood placard FIBERBOARD SHEATHING Z gfastener requirements. is"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 on or adjacent to electrical meter box for field inspection. 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" < Lu Q Open sides of stairs with a total rise of more than 30 inches above the floor or Residential structures with Truss type construction, rade below shall have guards not less than 34 inches in height measured Pre-Engineered Wood Construction And/or Timber Construction = W 9 g g 5/8" GYPSUM SHEATHING 7" 7" � 'J vertically from the nosing of the treads. for new dwelling and/or any addition, alteration 36 1-3/4"GALV. ROOFING NAIL co W Q a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 shall be affixed on or adjacent to an electric box attached to the exterior u' W U) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window ) y TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER of the structure for field inspection OF FOUNDATION MATERIALS TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device CLASS OF MATERIAL LOAD-BEARING PRESSURE that compiles with R312.2,2 Window Opening Control Devices. Crystalline bedrock 12,000 psf MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING 14. FIREBLOCKING AND DRAFT STOPPING: Fireblocking shall be installed in Sedimentary and foliated rock 4,000 psf NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD M..t accordance with R3D D thru R3 PPIN2 and ebloc Draftstopping shall be Sandy gravel and/or gravel (GW and GP) 3,000 psf PANEL SPAN RATING THICKNESS SPACING EDGES FIELD PP g Sand, silty sand, clayey sand, silty gravel and clayey gravel installed per R302.12 thru R202.12,1 (SW, SP, SM, SC, GM and GC) 2,000 psf 8d COMMON NAIL Fireblocking materials R302.11.1 shall be as follows: Clay Mandy and CH)clay, clayey silt, silt and sandy silt 1,500 psf (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" H 1. Two-inch nominal lumber 2. 1/2"gypsum board a.When soil tests are required by Section R401.4, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance the allowable bearing capacities of the soil shall be part of the recommendations. with the 10 foot horizontal fireblocking in walls constructed using parallel GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS w '� rows of studs or staggered studs. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS l� are likely to be present at the site, the allowable bearing capacity shall be THICKNESS P- .-- 4. cellulose insulation installed and tested in accordance with ASTM E 119 or TO WOOD FRAMING FRAMING SPACING NAILS SCREWS UL 263,for the specific applications determined by a soils investigation. '� U to 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS W >" WALL EITHER DIRECTION 16"O.C. 8" 16" v „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 5/$ WALL EITHER DIRECTION 16"O.C. 7" 12" .� M �J � M OTYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 'L3 5/$„ GARAGE CEILING 16"O.C. 6" 6� EQUIVALANT DRYWALL SCREWS. O BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH F"'� IRC SECTION R702.3.5.1 ® heti HABITABLE ROOMS C303 r-+ Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable en v(aJlaalsed 6 inches o.c. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) F (� Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supp its a0e s d 6 rt c.for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. "! WIND DESIGN _. r' SUBJECT TO DAMAGE FROM 4 r GROUND WIND WINTER ICE SHIELD AIR MEANt�'. SPECIAL SEISMIC SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING r (MPH) EFFECTS DEBRIS LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP LOAD REGION ZONE CATAGORY DEP-H JUN 2 2021 t,;�, Z�° �® M MODERATE 20 LBS 140 NO NO NO B SEVERE 3'-10 TO HEAVY 11 YES NO 1500 or less 52.1 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. 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. / TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Outside Elevation Extent of header(two braced wall segments) a I Extent of header(one braced wall segment) _ _ _ _ _ _ _ METHOD CS-GB: TABLE R602.3(1)& ° ' = = — = ;-,'— — —'-� = — =•�' R602.10.3(3)GYP. BD FASTENING. Si levation I I•I I•I I, 4"OC AT THE PANEL EDGES,INCLUDING o �, I I•I .,,,,,,TOP AND BOTTOM PLATES AND ALL _ I•I IEll HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) fasten king stud to header with c I I I I I I, SCREWS(1 5/8"TYPE W OR S) ° ° ° ° Min.3"x 11 1 et header Header ° o ° a / 6-16d sinker nails o I II I•I ° ° ° • shall occur of wall e ° ° ° ° fasten top plate to header with ° METHOD CS-WSP: '= two rows of 16d sinker nails 3"o.c, AS PER TABLE R602.3(3) m Header shall be Top plate continuity is I° @ L EXTERIOR SHEATHING ATTACHED Id fastened to the required per R602.3,2 $ I WITH 8d COMMON NAILS ° king stud with Braced wall Ii °o (0.131 X 2.5"LONG) ° 6-16d sinker nails continuo sheated \ o AT 6"O.C.ON EDGE AND 12" O.C. t N with wood Minimum 40001b header-to-jack-stud I' IN FIELD a, X Fasten sheathing to header with 8d common nails! in.grid strap on both side of opening s ctural panels w m pattern as shown and 3 in.o.c.in all framing(studs an Is a� opposite side of sheathing BRACED WALL PANEL INTERIOR FINISH: x I° I' SHALL BE MIN. 1/2"GYP.BD FASTENED 'm c' Minimum 40001b header-to-jack-stud strap I I I•I i' WITH NAILS OR SCREWS IN ACCORDANCE �_ o �' on both side of opening opposite side of Panel splice edges shall occur over I'I I'I WITH IRC TABLE R702.3.5 OR -0 o°°ono a!° sheathing and be nailed to common blocking I I,I I,I I' TABLE R602.3(1)FOR EXTERIOR WALL t - o in.Double 2x4 framing covered with minimum within the middle 24"of the portal- 1.1 o__o w m — _ _ _ _ _ _ _ F1 _ _ _ J. SHEATHING )° 1%2"thick wood strucral panel sheathing --- leg height. One row of 3 o.c.nailing J — _ _ _ _ _ h _ _ _ 1; N is required in each panel edge. ALL HORIZONTAL PANEL JOINTS with 8d common nails @ 3"o.c.in all framing I • I'I ° (studs,blocking,and sills)typical if needed I'I I' y •I I I SHALL OCCUR OVER AND BE ;° 2'to 18'(finished width) ! oue 2x4 or Mbl ° I I'I I'I NAILED TO COMMON FRAMING i° a •I I I I I I' OR BLOCKING WITH WITH PANEL Min.length 16" 2x6 Ki &Jack stud ° 1/2"min.thickness wood structural I' EDGE NAILING IN ACCORDANCE ° per Table R602.10.5 ° panel sheathing ,I INTERIOR` I I Min double 2 x post WITH THE IRC SECTION R602.10.10 I I I I' ° a ° 1 1 SPACING 1, ° Min. (2)2x4 typ, No.of jack studs per Table R602.7(1&2) W W 7 Min. 2 1/2"Diameter anchors L 2 x 4 or 2 x 6 STUD WALL _ { ) I I I I I I installed per section R403.1,6 U 2 X BOTTOM PLATE with 2"x 2"x 3/16"plate washer U Q ,I I•I I I , LO Q J W N N I I•I I•I I' EDGE SPACING -6" W M - - M OD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 m W J pry0 Z FASTENING REQUIREMENTS FOR W O Z BRACED WALL PANEL AS PER TABLE R602.3.(3) O U) cLw � 0 OUON .� L.1_ U O Simpson 1-1/4" gals. x 20 gage <( Q H2A Stud To after coil strap with (5) 8d common Connector ' Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4 to 15-1/4 at each Rafter. With Typical Metal WINDOW HDR provide blocking 0D. (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping _ braced wall panels PROVIDE@STRUCTURAL RIDGES at Openings N (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side Schedule Dwg-1 Simpson LSU skewable han er plywood sheathing of Ridge to have a shall have Solid Blocking @ all Plywood Joints :)I,_ F g SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter 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 along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks Comer Holdowns Refer to plans panel. an window or door Bader. Less than for locations Typical each side and ALL Gable End Wall a if required or Equal windows and doors. RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS to 12" Rl IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 this page. IN LIEU OF RIDGE STRAPS v WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @48"O.C. Z7 NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD I1L_ vJ N.T.S. 2-1/2" LONG OF DATTACHED THE RAFTERS WITH NAILS L.L. J EACH END O n < 0 Q W J 1-1/4" x 20 gage G-185 O o SIMPSON BSC Hot Dipped Galvanized Strap = W with (5)-8d common nails POST TO HEADER CONNECTOR at each stud CUT Strap may be attached OVER LENGTH SIMPSON ABU POST TYP I EXT.WALL the 6" POST TO CONCRETE BRACKET plywood OR directly t0 12" Min .o. SIDE COVER 2"MINIMUM Studs. 2-1/2"GALVINIZED CARRIAGE BOLTS OR SIMPSON SD STRUCTURAL SILL PLATE „ CONNECTOR SCREW 3-16d @ 16 oc Along clt,7 CLEAR r- o GRADE ADHESIVE ANCHORS: HIGH-STRENGTH w Braced Wall Panel S N Lu EPDXY ANCHORING ADHESIVE FOR N O Z MECHANICAL USE ITH THREAD ANCDHEORS;SIMPSON TYPICAL ANCHOR BOLT"-IRC R403.1.6 > Zv FIGURE R602.10.8{1) Use 1-1/4" Metal z MAXIMUM SPACING; 1/2"- /2 @ 72' O.C. Coil Strap 20 Gage rY _ WEDGE ALL WEDGE ANCHOR EMBEDMENT OF 7"WITH NUT&3x3 WASHER. t` :a < � 2 BOLTS PER PLATE AND HOLD AT LEAST "; �° 12" Min 5 8d common nails < E Q 16"DIA.CAST-IN-PLACE ONE BOLT-12"MAX AND 3-1/2"MIN OFF ( ) CONCRETE FOOTING,DOWN ENDS OF PLATES. C in EACH END at m o Q FOOTINGS MUST - TO VIRGIN SOIL BEAR ON 2 co (MIN 36"BELOW GRADE) TYP,CONC. FOUNDATION ° Wrap strap under sill �!> EACH Stud. Lu W U UNDISTURBED _i_=I ° �� p p 8d @ 6 oc Along u- of U) SOIL =III=III= =� ' ° and attach to sill plates Braced Wall Panel FIGURE R602.10.8(1) P.T. POST TO CONC. PIER & FOOTING ANCHOR BOLT DETAIL WALL TO WALL STRAP CONNECTION SIMPSON BU INSTALLED IN ACCORDANCE NTS SCALE: 1/2"= V-0" FOUNDATION-SILL-STUD NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. STRAPPING r� V b'o 00 H N o T ti✓ a /�;��O o x _N ° �OF � F N VENTS: - O P3103.1 ROOF EXTENSION c OPEN VENT PIPES SHALL c EXTEND MINIMUM 6"ABOVE 0 THE ROOF OR 6"ABOVE THE CL ANTICIPATEDSNOW ACCUMULATION. O P3103.2 FROST CLOSURE: WHERE THE 97,5%VALUE FOR ROOF L 4"VTR OUT-SIDE DESIGN TEMP IS 0 DEG F O OR LESS.VENT EXTENSION THROUGH -a A ROOF OR WALL SHALL NOT BE LESS O THAN 3"IN DIAMETER. ANY INCREASE BRACING METHOD 0. IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE CS-WSP CONTINUOUS SHEATHING THERMAL ENVELOPE OF THE BUILDING. WOOD STRUCTURAL PANEL DETAILS ON DWG-2 2" CS-P F CONTINUOUS SHEATHING 3" PORTAL FRAME DETAILS ON DWG-2 1 1/2" 1 1/2" 211 1 1/2" BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 !n 1 ST FL. FOR HOLDOWNS,STRAPPING,BRACEDV WALL DIAGRAMS AND DWG-1 W Z W 3" 2" FOR NAILING SCHEDULE. ALL BRACED _ U FAI WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL OR HORIZONTAL OFFSIETS. VERTICAL < W � N 311 CO 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH W Q 411 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Q r r. 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 0 W CONNECT TO APPROVED EXISTING SHALL BE OFFSET NOT MORE THAN 4 FEET. SCHD APPROVED SANITARY SYSTEM 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALLZ THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. W O 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH '^ V PLUMBING RISER END OF A BRACED WALL LINE O vrn, NTS 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL v i 1 � O PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE n R602.10.2,2 O U O Lo � UO � OUTSIDE BASEMENT ENTRANCE �— Q r 8"CONCRETE WALL ON MIN 16"X 8" FOOTING WITH 4"CONCRETE LANDING& 4"DRAIN TO DRYWELL,CONCRETE STAIR E o MEETING R311.7-STAIRWAYS. µ c m In HANDRAIL PER R311.7.8, 34"-38"ABOVE mZ oEIn NOSING. 36"HIGH GUARD RAIL ONm s D m 71 o -2,0- TOP OF CONCRETE WALL. w=o -;E L to n O ZO U � r_ q' U O C O U C of - Z O O U m t/t lD O n 2_78 UV 1G7 C�U w`- US•� L 371-6" 37,-611 mo Oo - 0-0- (D Ur0U �Y C t1 U to'Y tT n D C �i 12-4 o 1 11 L 2 c �3 o m 6-1 19-1 mL-- o 17'-0" 2'-011 fGA N 0_2_' (� N_ 0 ca C2: L dU= G O to 0 0 3 O r O • -------------------------------------------------- O d. I ' L U til N N U N O m y F1 If PLUMBING NOTE: @ w z:= Q W 0 C 0 ------- -- -------- - -- ---- -- ----------, I m C aE CO m- O U L N ---- ALL PLUMBING SYSTEMS SHALL BE N m = . E 0 o a o ' INSTALLED IN ACCORDANCE WITH UP F.D. N PART VII-PLUMBING ® 31 , ' v ' zoos ' r — — — — — — — — — — — — — — — — — — — — — - - — — — — — — -� ELECTRICAL NOTE: DN 3" n•- ' , ' TW3036 W3 36 8" S-W P c 48"CS-WSP 48"CS-WSP 48'CS WS 48"CS-WSP ----------------------------------------------------------- -- ---- -- - -- - -------------- ---- - ALL ELECTRICAL EQUIPMENT p d e- - p. d , p d ,- . p, d . p d - p. 4 p d p, v d a I v a � AND WIRING SHALL BE INSTALLED I •• �' ' I V) 2-2x10 2-2x10 I IN ACCORDANCE WITH PART VIII-ELECTIRCAL ----- -------- ------ 11 rn OF THE NYS CODE. A MINIMUM OF 75%PF + I EXTERIOR i D i w a 1 U 0 U I PERMANENTLY INSTALLED FIXTURES LIGHT �` o ' ' f( 00 MUST HAVE HIGH EFFICACY LAMPS. ABOV ; 12 11, °' Iln 1 U I U � MECHANICAL NOTE: W ' Cl) ,I I BU`r r2- W THE MECHANICAL SYSTEMS SHALL oI I U- V ' ' 'N I rn I o, BE INSTALLED IN ACCORDANCE WITH J I I PART V&VI OF THE RC OF NYS. rn, I (V O t v t ° F-p CO o° ~ MANUAL ALL MECHANICAL S"BASED ION LOADS 21NG PER of ACCA I a l I Z g Ul CALCULATED PER ACCA MANUAL"J" 9'-01/Z' 9'-0�/z" 9'-0�/i' 0 9'-0� " :2'-0" m J_J o o DUCT COMPLIANCE WITH MANUAL"D" w N ' a "' 00 `v 'x° R303.4 MECHANICAL VENTILATION. rn X 04 N 1 DWELLING UNIT SHALL BE PROVIDED ' - '----------------- \ -- --, -- --) --(2)13/4'�x9�1/2"LVL -- --, , _ = 3 N 2x12 RIDGE - WITH WHOLE HOUSE MECHANICAL --;- ----------------------,--- --'---------------------'---Q--''--- ----- ------------ VENTILATION IN ACCORDANCE WITH 1--------'-------- -- --�- -T I O O O - ---------------------- - -- ---- ------------- O I I N N I co - 1 N N � `J � �- --- -----� -----: I , ---- SECTION 507.3 , , t ' •0> L , I N O U O � 1 b i TYPICAL INT.FOOTING/COL 24"x 24"x 12"THICK ' I o o i 0 c ai c 0 Q 0 a E 0 0 m 0 CONT.RIDGE VENT OP OF ROOF 12 12 8 12 3D WZW GUTTERS&LEADERS ( , U AS REQUIRED v 0 Z N TYPICAL TO_ POFPLATE F— W W ICU m Fn _j 60 W W O -5 Z 0 I nWCY OUON � UOIt OP OF SUBFLOOR I- �CpV— � OP OF FOUNDATION fq O _.Sw..,,w<.+»..» - .. .,,..• ....a,....,,.,.,«r..,...,....,.. L J .+.. .,,.ww x ..._ .,. O G � to wu._..,,. ,a,. .. .... _ ,.. .. .. ..»........,. �. ...._. .. .�...._ .. .,... _ G ......,,.. ... ._.i�....0............._... -rte. .. »,�.+..x. I.: .. I• y' v 4"reinforced U1 1 » °I• I OO °' � om, i. w yN �o�y E. 2 PC Pad on grade Ow r. (maximum one Riser) Mu M o c UM c UO CO D_o I 2_ O =I I I I I e* � •a) G f6 O I I I I O t O S7 U N U O U Y Q) `7 11 aCj U1 2 C I II II II I I 3 s � ��d��0N 30 ���.sL� "w j 2 � �N`•� TOP FFOOTING I U--rO O — — — — — — — — — — — — — — — — — or 0 = � - - - - - - - - - — — - — E — - - - - - — - - - - - - - - - - - - . — - - - cin0o cc= s ca�U, 0�a m e CL m a7 o iv ` 8w N R303.8 Exterior Stairway Illumination U M m a m E a o ii REAR ELEVATION Exterior stairways shall be provided with artificial light source located at the top landing of a stairway.Exterior stairways RIGHT E L EVAT I O N providing access to a basement from the outdoor grade SCALE: 1 /4" — 1 �-0t' level shall be provided with an artificial li ht source located at the bottom of the stairway. g SCALE: 1 /4" = V-011 TOP OF ROOF CONT. RIDGE VENT 12 12 8� �8 12 3 GUTTERS&LEADERS AS REQUIRED CV W TOP OF PLATE TYPICAL O N - - - - - 0 o C/)0o Q n 11p Q UJ n 771 U) J W W 0 MJo -- Lt_ tY I'n 4"reinforced ~ OP OF SUBFLOOR PC Pad on grade - — (maximum one Riser) P OF FOUNDATION 311.3.2 Floor Elevation for other exterior ord doors- ------ Atop I -_ I I I I I I I I A top landing is not required where a stairway of(got I I I I more than TWO Risers is located on the exterior I _ c V I I I I I side of the door, provided the door does not I I I I C� I I I I I I I I I I ( I swing over the stairwayBO — — — (— — — — — — — — — — — — — — — — — — — — I� L J TOROF FOOTING- — - — - — I J — I— — — — — — — — — — I— - — — — — — — — — — - —I — — — — — — — — — —I — LII — I� \./ .. L — — — — — — — — — — — — — — — — — — — bA � fl 0Z FRONT ELEVATION a ° LEFT ELEVATION �� i �r �F, U SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = V-011 �` $ r - m c ai c_ c 0 0- 0 a E 0 0 a� 0 WZW = — U 0 0 Z (N 'Q -_-IW (1) � WC) cam 0I� —� R905.1.2 ICE BARRIERS; W SELF-ADHERED POLYMER MODIFIED ID n/ BITUMEN SHEET USED IN PLACE OF LL NORMAL UNDERLAYMENTAND W O EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT TYPICAL ROOF CONSTRUCTION Cn (n >- LESS THAN 24 INCHES INSIDE THE Class AAsphalt Roof Shingles w/ 0EXTERIOR (f� O � ON ROOFS WITH SLOPE E EQ ABL OR GREATER AFTERl NNECG JOIST HEEL fasteners per manufacturer's specification 12 W l� THAN 8/12,THE ICE BARRIER SHALL ALSO BE CONTINUOUS RIDGE VENT JOINT CONNECTION and the NYS CODE. -a-+ SHALL BE NAILED APPLIED NOT LESS THAN H MEASURED ALONG RIDGE BOARD TOGETHER IN ACCORDANCE Ice & Water barrier as per section R905.1.2 U N -F.-r THE ROOF SLOPE FROM THE EAVE EDGE OF THE p � U O (b WITH TABLE R802.5.2 r- BUILDING (SEE DWG-1 FOR TABLE) (Note: Double underlayment is required 0- Q Q WITH SIMPSON H2AAT EACH for Roof slopes between 2 on 12 and 4 on 12) 12 12 RAFTER TO STUD. Framing As per plans with 1/2" exterior grade 8 g R402.2.3;EAVE BAFFLES span rated structural plywood Sheathing, E.s SHALL BE INSTALLED IN VENTED ATTICS. A BAFFLE SHALL BE INSTALLED Nail to framing in accordance Fastener °.� o E ` 2x4 CT @ 48"0c ADJACENT TO SOFFIT AND EAVE VENTS Schedules & Strapping per detail sheet(s). c�w E 0:13, ° L 01 V 12 AND EXTEND OVER THE TOP OF THE 3 ATTIC INSULATION Flashing per R905.2.8 :,:.2 E2 S N U T R806,3 a = co� 0 0LiT�s `o MIN. 1"AIR GAP U = m BETWN INSULATION TYPICAL SOFFIT CONSTRUCTION. Z o = 0 o N M a a R-30 BATT 2 2 2 o8- INSULATION AND SHEATHING 6" Wood fascia & 6" Wood rake boards. = n vi >a n L w `o TOP OF PLATE R 21 BATT u� rn2co cn - a 0c3 — - - — INSULATION Trim in aluminum or use "azek" or equal -0- ° 3 L =Z_4 3 0 Metal drip edge per R905.2.8.5 =° a-1, � N-N.c Fully Vented Vinyl Soffits a� � L .-i- ._ C L= E U U d VINYL SOFFIT ON o TYPICAL EXTERIOR WALL L)z j a Q N c � a 2x6 Doug-Fir Wood Studs @ 16" oc. °' 0- 0 0 ° N FURRING STRIPS m = n E o R-21 BATT `' IL- c°� of m sT 1L E a.S o n INSULATION Double top Plate and Single Sole Plate. GARAGE 1/2" exterior Grade - Span Rated 1/2"GYP BD ON WALLS Continuous Structural plywood Sheathing. AND CEILING Fastened per Fastener schedule. tyvec House Wrap or equal. r Vinyl or Wood Siding as per clients selection TOP OF SUBFLOOR - — installed per manuf specs and NYS code. TOP OF FOUNDATION — Cont. load path strapping installed in accordance with s.drawin Provide Fire Blocking in accordance _L.� _.._._ . ... _.... _.._..... _ .4 LVL GIRDER 4.6 g g e• R-19 BATT d: with R302.11 & R302.11.1 and INSULATION Draftstopping per R302.12 & R302.12.1 N TYPICAL FOUNDATION CONSTRUCTION O 00 UNFINISHED ff.'s in accordance with chapter 4 ►'c BASEMENT d� 3000 psi Air Entrained cast-in-place concrete wall on cast-in-place Concrete Wall Footing per R403. refer to Foundation Plan for footingsize & TYR BASEMENT SLAB thickness. Concrete Horizontal per en note #6. TOP OF FOOTING °� . . ,. . , ,. . , p 9 — - - - - - — • . Damproofing per R406. 2x6 approved treated Sill Plate, Sill Seal And Termite shield per o Section R318. Anchor bolts per Foundation Plan o and R403.1.6 O N /� z INSULATION SCHEDULE SECTIO - A INTERIOR WALL FINISH � o Q shall comply with 2018 IECC Provide 1/2" Gypsum Wall Board on ceilings < w w SCALE: 1 /4" = 1 '-0" and walls yp g m Location R-value Thickness Flat Clg * R-30c 8-1/4" U U) Vaulted Clg R-21 8-1/4" Floor(unheated space) R-19 6.1/4" Exterior 2x6 walls R-21 5-1/2" air seal walls to pass 3 air changes per hour All Glazing U = .30 S;GK .30 Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = ,30 SC-',H: .30 *If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in orderto fit the batt insulation so that it is not compressed. If nit then OJ Clg Jsts will have to be built up or upgraded tohe next size. p ,� Other Specifications: ►� w o • Windows: U<_ 0.30, SHGCs 0.30 Z • z 100% high efficiency lighting (CFL's or LEDs) H ¢ kn �a R403.6 Mechanical ventilation shall be providel that 0C meets the requirements of section M1507 .r o ® � ctCt R403.7 Heating and cooling equipment shall be SD y o U i sized in accordance with ACCA manual J by a �� certified third party rater. 00-1 L GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space DWELLING- GARAGE SEPARATION BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. 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 LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately SEPARATION MATERIAL USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: NOT LESS THAN 1/2"-INCH GYPSUM OR Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State, the FROM THE RESIDENCE AND ATTICS g DESCRIPTION Energy 1. Ceiling is suspended under floor framing. EQUIVALENT TO THE GARAGE SIDE 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 Fuel gas code; Existing building code; Property maintenance code. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM BOARD ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES4-8d BOX (2-1/2")OR USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL c Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE -8 BOX (2-1/2")DR EACH JOIST,TOE NAIL e Double around openings in floor and roof framing. NOT LESS THAN 1/2"INCH GYPSUM BOARD 3-8d COMMON 9 GARAGE LOCATED LESS THAN 3 FEET FROM A a 2. Written Dimensions take precedence over scaled dimensions DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR EXTERIOR WALLS THAT ARE WITHIN THIS AREA 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 shall verify all and were decks abut house framing. 4RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR -c 18. Install joist hangers at all flush structural load bearing conditions. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUTA BOARD SHEATHING. 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER p 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All window and door headers to be 2-2x10 unless noted otherwise. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 6 RAFTER TO TOP PLATE O All systems are to be designed, installed, &specified by the general contractors; HVAC, SHALL MEET ASTM El l9 AND FIRE STOPPING PER ASTM E814 OR UL 1479 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O electrical or plumbing sub-contractors. 20. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping 4-16d OR area in the immediate vicinity of the bedroom and on each story of the dwelling, including Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity basement and cellars and not less than 3 feet from the bathroom door containing a TABLE R301.2.1.2 Windborne Debris protection of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Fastening Schedule for wood structural panels 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings WHENEVER an alteration,addition,or conversion is made to an Existing Residence, 2-16d COMMON END NAIL disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, Fastener Panel Span Panel Span Panel Span ALLOWABLE DEFELECTION OF ALLOWABLE hardwired and interconnected. Type Less than or less than or less than or STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 21. Carbon Monoxide Alarms: Shall be rovided in accordance with Section 915 equal to 4 feet equal to 6 feet equal to 8 feet Rafters having slopes greater than 3/12 with $ STUD TO STUD NOT AT BRACED WALL PANELS) 16d COMMON p no finished ceiling attached to rafters L/180 ( 3.5"x 0.162" 24"O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping areaSTUD TO STUDAND ABUTTING STUDS AT 16d BOX in the immediate vicinity of the bedrooms. combination carbon monoxide No 8 Wood screw Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 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 and smoke alarms shall be permitted in lieu of carbon monoxide alarms. based anchor with 16 inches 10 inches 8 inches 16d COMMON on center on center on center 10 BUILT-UP HEADER 3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES Q an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 2 inch embedment L/360 ( ) garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All CO alarms shall be connected to the lighting circuit with no intervening wall lenght All other structural memebers 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. L/240 OR 4-8d COMMON W W Reinforcement: Steel reinforcement shall comply with the requirements No 10 Wood screw Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE ( _ ) Z / 1 16d BOX 3 1/2"x 0.162 16"O.C. FACE NAIL = `.J P Y q 22. WALL BRACING: Buildings shall be braced in accordance with based anchor with 12 inches 9 inches ( � 7 of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. 16 inches Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 0 L Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , 2 inch embedment on center on center on center 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH ,_I N Y 9 9 P (9 ) End conditions for braced wall lines for the continuous sheathing shall conform len ht Exterior walls-wind loads/Flexible finishes L/140 ( � - W � Lo required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections g EACH SIDE OF END JOINT) �-. R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L=span length,H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W � 0 (a a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 14 16 BOX 3-1/2" Q � rn J Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 23. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be OR BLOCKING(NOT BRACED WALL) ( ) 12"O.C. FACE NAIL v) r b.Fasteners shall be installed at opposing ends of the wood structural panel.located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the pp g p 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL � L1J Fasteners shall be located a minimum of 1 inch from the edge of the panel. TABLE R802.5.2 OR BLOCKING AT BRACED WALL PANELS 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located roof assembly to the foundation. RAFTER/CEILING JOIST HEEL CONNECTION ( ) � � � 5 to provide a maximum cover of 1­11 1 A inches from the Inside face. c.Anchors shall penetrate through the exterior wall covering with an embedment length of W O P 9 9 9 3-16d BOX 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of not less than 2 inches into the building frame. Fasteners shall be located not less than 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Concrete basement foundations shall have horizontal reinforcement as follows: asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 2-1/2 inches from the edge of concret block or concrete. RAFTER RAFTER GROUND SNOW:20 PSF (f �' (1) Based on R404.1.2(1)- (includes basement entrances and window wells) as per Table R905.2.4.1 of the NYS Residential Code. SLOPE SPACING3-10d BOX Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or d-Where screws are attached to masonry m masonry/stucco,they shall a attached ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O W V wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with aminimum- using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. � W � O g P 3/8'Inch diameter head. The fasteners shall penetrate through the roof sheathing 12 FT 20 FT 28 FT 36 FT 3-8d BOX Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of � ' 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL O U � +-' 2-Sd COMMON .�+ wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Exterior glazing in buildings located in Wood-Borne debris regions shall W/ U O �) but not less than 4 per strip. be protected from wind bome debris. NUMBER OF 160 COMMON NAILS �- 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All Glazed opening protection shall meet the Large Missle test ASTM E 1996 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 25. Flame Spread Index: R302.9 and the ASTM E 1886 as modified in IRC section 301.2.1.2,1 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. wall and ceiling finishes shall have a flame spread index<-200 Garage door glazed opening protection for wind borne debris shall meet Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies ANSIIDASMA 115. Areas within hurricane prone regions: 4: 12 16"O.C. 4 6 8 10 1 within 1 mile of the coastal high water line were the ultimate design o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index<-25 ( )' g g 5: 12 16"O.C. 3 5 6 8 s N wind speed is 130 miles per hour or greater. o o FLOOR FRAMING �, 2 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: (2). In areas where the ultimate wind design speed is 140 MPH or greater. E, o CL o q 9 g Smoke-developed Index: R302.10 7:12 is"O.C. 3 4 5 6 a� t a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index s 450 A. EXCEPTION: 21 4-8d BOX w rn b JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o E t o c M or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 9: 12 16"O.C. 3 4 4 5 3-8d COMMON e, $ y m b.) Use Copper flashing Only aclainst ACQ Lumber Sill Plates &attics shall have asmoke-developed index<_450 tested with ASTM E 84 or UL 723 of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 8 N o 0 s o s o c. All Structural connectors i.e. Simpson strong-Tie Tle or USP, etc cover the glazed openings with attachment hardware provided in the table below. 12: 12 16"O.C. 3 3 4 4 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL c a c o C c a �w ` p g Label all panels and store in a clean dry area of the house. PLATE(ROOF APPLICATIONS ALSO) 10d BOX 4-o C 0 8 o v;u 0- shall shall be Hot-Dipped Galvanized or Stainless Steel. 0 o Y „ u, �, 0- Y Attachments shall be provided in accordance with the table as follows: 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2 10d BOX (�' E 0 � CC01 ia`o 0 3 BLOCKING TO JOIST EACH END °' 2 0 3 L - CrC 3 0 installed in accordance with the manufacturers latest installation details, BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o 0 0 o 0 oa 0 m _ Framing connectors,Allowable Hole diagrams,specifications, etc. LOCATED HIGHER IN THE ATTIC THE HEEL JOINT U C L CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX ,c c m "Micro-Lam"Design Stress: E= 1.9, Fb = 2,600 psi, Fv= 285 psi 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL L e, - o 3-16d COMMON L a=3 `��o a 3 v E`o "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi •.- 6" DIAMETER -• H c / H r HEEL JOINTAJDUSTMENT FACTOR w o C -0 w c�0 �° � "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi I I 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL ;_ `��° IE= E �' a a 1 / 3 1.5 4-10d BOX to E P fQ 0 �V r_ 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, w � a : ¢ r c o -_ CONSTRUCTION TYPE 1 /4 1.33 26 c n E a m E o 6 w each sleeping rooms in basement, habitable attics, and every sleeping room BAND OR RIM JOIST TO JOIST 4-10d BOX 8 m iT m E a.s o iz ' 'I", "II", "III", "IV", OR"V„ 3-16d COMMON PER JOIST shall have at least ONE operable emergency escape opening as follows: 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM STAGGERED ON OPPOSITE SIDES z A. Minimum net clear opening of 5.7 square feet. ( REFLECTIVE RED 16d BOX O 4 - Except grade floor openings shall have a minimum net clear ' PANTONE#187 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. a� 7/16" min. structural plywood 3-16d COMMON W B. Minimum net clear opening height shall be 24 inches. I i u j Panel, Attached to TABLE 802.11 C. Minimum net clear opening width shall be 20". 29 BRIDGING OR BLOCKING TO JOIST L2-8d 10d BOX(3") OR EACH END, TOE NAIL W O W G r✓ Frame in accordance RAFTER UPLIFT CONNECTION FROM WIND COMMON(2-1l2P') _1D. emergency escape and rescue openings shall be operationalZ _J REFLECTIVE i � Z from the inside of the room without use of keys or tools. WHITE FIELD with Table R301.2.1.2 WOD STRUCTURAL PANELS SUBFLOOR J Z N WHERE Basement contain more than one or more sleeping rooms, ' RAFTER ROOF EXPOSURE C Q -� an emergency escape opening shall be provided for EACH sleeping room. Of the residential code SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q 0 I- Emergancy escape and rescue opening shall open directly to the outside of New York State (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = 0� U W E EXCEPTION: Grade floor or BELOW rade floor openings shall have .-- 130 140 SPACING OF FASTENERS V W I- ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (n Z LL 9 9 DESIGNATION FOR STRUCTURAL 0 a net clear openingof not less than 5 square feet. <5:12 z 5:12 <5:12 2!5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W COMPONENTS THAT ARE OF 1/2 TRUSS TYPE CONSTRUCTION STROKE WINDOW UNIT PANEL EDGES _..I 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each SUPPORTS GABLE END WALL FRAMING (� � � "F" FLOOR FRAMING INCLUDING 16"O.C. 12 214 209 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. GIRDERS AND BEAMS 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 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous "R" ROOF FRAMING 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 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to "FR" FLOOR AND ROOF FRAMING a wall shall have a space of not be less than 1-1/2 inches between the wall UNDER SECTION 602 OF THE BCNYS 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. PLYWOOD STORM PANEL 16"O.C. 32 427 398 529 496 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 SHUTTER DETAIL FIB STRUCTURAL CELLULOSIC 1-1/2"GALV. ROOFING NAIL 3" 6" r N 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING N W above the floor or grade below shall have a railing not less than 36 inches NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD o N Refer to General Notes for Panel 16"O.C. 42 535 499 664 622 5/8"STRUCTURAL CELLULOSIC „ „ 1-- in height. Railings shall have Top rails and Balusters and Bottom rails that are 34 1-314"GALV.ROOFING NAIL 7 7 N � O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed Applicant shall provide engineered wood placard fastener requirements. FIBERBOARD SHEATHING M by the riser, tread and bottom rail of the guard rail at the open side of a stairway on or adjacent to electrical meter box for field inspection. 16"O.C. 48 599 559 745 697 0 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" Q p Q Open sides of stairs with a total rise of more than 30 inches above the floor or Residential structures with Truss type construction, W grade below shall have guards not less than 34 inches in height measured Pre-Engineered Wood Construction And/or Timber Construction = W W 5/8" GYPSUM SHEATHING 1 3/4"GALV.ROOFING NAIL 7�� 7 ff J vertically from the nosing of the treads. for new dwelling and/or any addition, alteration 36 CO W Q a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 LJ tY fU 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window shall be affixed on or adjacent to any electric box attached to the exterior TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER of the structure for field inspection OF FOUNDATION MATERIALS TABLE R602.3 3 TO RESIST WIND PRESSURES ( ) than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device CLASS OF MATERIAL LOAD-BEARING PRESSURE Cr that compiles with R312.2.2 Window Opening Control Devices. Crystalline bedrock 12,000 psf WOOD WALL 4 MINIMUM NAIL MIN WOOD NAIL SPACING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in Sedimentary and foliated rock 4,000 psf NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD g Sandy gravel and/or gravel (GW and GP) 3,000 psfSPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstopping shall be Sand, silty sand, clayey sand, silty gravel and clayey gravel PANEL SPAN RATING THICKNESS installed per R302.12 thru R302.12.1 (SW, SP, SM, SC, GM and GC) 2,000 psf 8d COMMON NAIL Clay, sandy clay,silty clay, clayey silt, silt and sandy silt (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. Fireblocking materials R302.11.1 shall be as follows: 6" 12" H 1. Two-inch nominal lumber (CL, ML, MH and CH) 1,500 psf 2. 1/2"gypsum board a.When soil tests are required by Section R401.4, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 DU 3. Batts or blankets of mineral or Fiberglas shall be permitted for compliance the allowable bearing capacities of the soil shall b=_ part of the recommendations. with the 10 foot horizontal fireblocking in walls constructed using parallel GYPSUM BOARD FRAMING SPACING OF FASTENERS rows of studs or staggered studs. VAR 17 202 GYPSUM BOARD b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf L THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS a 4. cellulose insulation installed and tested in accordance with ASTM E 119 or are likely to be present at the site, the allowable bearing capacity shall be TO WOOD FRAMING UL 263,for the specific applications determined by a soils investigation. BUILDING DEPT. FRAMING SPACING NAILS SCREWS TO�Nfl`]OF SOUTHOLD 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS WALL EITHER DIRECTION 16"O.C. 8" 16" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" rj/$ 6d COOLER NAILS W "� � M � WALL EITHER DIRECTION 16"O.C. 7" 12" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR bA 0p „ GARAGE CEILING EQUIVALAINT DRYWALL SCREWS. 5/8 BENEATH PERPENDICULAR 16"O.C. 6" 6" SCREWS SHALL COMPLY WITH ® IRC SECTION R702.3.5.1 FF--��--�� ^O HABITABLE ROOMS � � Oct Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall b s ai;tW'"1r�chas,,o.c.for O minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. , rbF{ WIND DESIGN '" - C SUBJECT TO DAMAGE FROM •E< � o WIND WINTER ICE SHIELD AIR MEAN .: 04` GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST SNOW WIND DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL GCi cf� (MPH) EFFECTS DEBRIS LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP o } LOAD REGION ZONE CATAGORY DEPTH is yy tx >„ h 20 LBS 140 NO NO NO B SEVERE 3'-0" MODERATE DEAVYE 11 YES NO 1500 or less 52.1 edt 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. 0. N The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)'or sites at elevations up to 1,000 feet. " ' ' 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. �_s � jra" TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Extent of header(two braced wall segments) Outside Elevation r �I Extent of header(one braced wall segment) METHOD CS-GB: TABLE R602.3(1)& —'I' R602.10.3(3)GYP. BD FASTENING, - -- I 4"OC AT THE PANEL EDGES, INCLUDING o Si levation TOP AND BOTTOM PLATES AND ALL I I•I I'I I° HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) ° o fasten king stud to header with c_ I I I I I SCREWS 1 5/8"TYPE W ORS ° I, ( ) ° ° ° ° ° Min.3"x 11 1 et header Header ° ° 6-16d sinker nails o shall occur a of wall o fasten top plate to header with LI METHOD CS-WSP: . U� AS PER TABLE R602.3(3) ° b Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. _ EXTERIOR SHEATHING ATTACHED I« fastened to the required per R602.3.2 o I WITH 8d COMMON NAILS a king stud with Braced wall li \ 0.131 X 2.5"LONG p 6-16d sinker nails I ( ) continuo -heated o AT 6"O.C.ON EDGE AND 12" O.C. Minimum 40001b header to ack-stud ° y with wood I I' Q, ° x Fasten sheathing to header with 8d common nails i in.grid strap on both side of opening INFIELD = ° _ is attern as shown and 3 in.o.c.in all framing studs an Is s ctural panels I ► I' BRACED WALL PANEL INTERIOR FINISH: p g( ) opposite side of sheathing I' SHALL BE MIN. 1/2"GYP.BD FASTENED 'm c o Minimum 40001b header to-jack stud strap WITH NAILS OR SCREWS IN ACCORDANCE 'S o ° °' on both side of opening opposite side of Panel splice edges shall occur over I'I I'I WITH IRC TABLE R702.3.5 OR 11 ° ;, sheathing and be nailed to common blocking TABLE R602.3(1)FOR EXTERIOR WALL o �' - in Double - within the middle 24"of the ortal- I I,I ble 2x4 framing covered with minimum w hl p w _ _ _ _ _ — — J' SHEATHING �- - - - -,- „ 1'/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing J — — — — — - 'h = _ - 4; M x ° i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge, 'I I'I !° (studs,blocking,and sills)typical if needed ALL HORIZONTAL PANEL JOINTS I •I I I SHALL OCCUR OVER AND BE i° 2'to 18'(finished width) I I'I I'I NAILED TO COMMON FRAMING i° 2x i & 2x4 or OR BLOCKING WITH WITH PANEL �, Min.length 16" 2x6 Ki &Jack stud 112"min.thickness wood structural I' EDGE-NAILING IN ACCORDANCE ° per Table R602.10.5 panel sheathing INTERIOR'` N I I I: WITH THE IRC SECTION R602,10.10 ° I Min double 2 x post ° � No.of jack studs per ° ❑ �n SPACING I I I, ° Min.(2)2x4 typ, Table R602.7(1&2) W �;J w ° Min.(2)1/2"Diameter anchors = Z ,I I I I ! 1.``�-2 x 4 or 2 x 6 STUD WALL !° ° installed per section R403.1,6 2 X BOTTOM PLATE with 2"x 2"x 3/16"plate washer U ❑ Z ,I II 11 I, Q J W a) LO •I I I I•I I•.__ EDGE SPACING -6" W '– – - - � – - - - – – – ❑ —� M OD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W ❑ � 13� Z � FASTENING REQUIREMENTS FOR W O —� z BRACED WALL PANEL AS PER co (n = U TABLE R602.3.(3) O (n —' � Lll � � .� OUON .� ry O Simpson � 1-1/4" galv. x 20 gage n Q ❑ r–. H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. Typical Meta! WINDOW HDR rovide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping braced wall panels P, �� PROVIDE STRUCTURAL RIDGES at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field //5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side Horizontally attached 1 ) p g g' g Schedule Dwg-1 Simpson LSU skewable hanger/ plywood sheathing of Ridge to have a shall have Solid Blocking @ all Plywood Joints SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter 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 ° along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks Comer Holdowns Refer to plans panel. and window or door Header. Less than for locations Typical each side and ALL Gable End Wall ° No if required windows and doors. or Equal RIM JOIST BLOCKING BETWEEN RAFTERS (a. BRACED WALL PANELS to 12" IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 rn this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS U) WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. NOTE; 8d COMMON NAILS ARE Z LOCATED IN THE UPPER THIRD _ Cn N.T.S. 2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED .__I TO THE RAFTERS WITH 4-81)NAILS O ily EACH END W 1-1/4" x 20 gage G-1 850 SIMPSON BSC Hot Dipped Galvanized Strap with (5)-8d common nails = co stud h t each su POST TO HEADER CONNECTOR aCUT Strap may be attached OVER LENGTH SIMPSON ABU POST TYP EXT.WALL the I 6" POST TO CONCRETE BRACKET plywood OR directly to 12" Min SIDE COVER 2"MINIMUM Studs. °'. h': 2-1/2"GALVINIZED CARRIAGE BOLTS OR SIMPSON SD STRUCTURAL SILL PLATE „ CLEAR CONNECTOR SCREW 3-16d @ 16 oc Along � ❑ GRADE ADHESIVE ANCHORS:HIGH-STRENGTH w Braced Wall Panel S O W EPDXY ANCHORING ADHESIVE FOR N 0 USE WITH THREADED ROD TYPICAL ANCHOR BOLT -IRC R403.1.6 z FIGURE R602.10.8(1) �� Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal Z MAXIMUM SPACING: 1/2"@ 72"O.C. Coil Strap 20 Gage IY _� WEDGE ALL WEDGE ANCHOR EMBEDMENT OF 7"WITH NUT&3x3 WASHER. °a. `y 2 BOLTS PER PLATE AND HOLD AT LEAST 12" Min 5 8d common nails Q 7 Q 16"DIA.CAST-IN-PLACE ONE BOLT-12"MAX AND 3 1/2"MIN OFF ( ) co CONCRETE FOOTING, DOWN ENDS OF PLATES. c in EACH END at IY w FOOTINGS MUST _ �_ TO VIRGIN SOIL Ln BEAR ON f„ EACH Stud. W > (MIN 36"BELOW GRADE) TYP.CONC.FOUNDATION ° Wrap strap under sill 8d @ 6" oc Along u- W aj UNDISTURBED - =11 ° ` solL !ill�llll'� and attach to sill plates Braced Wall Panel FIGURE R602.10.8(1) P.T. POST TO CONC. PIER & FOOTING ANCHOR BOLT DETAIL WALL TO WALL STRAP 'T CONNECTION NTS SCALE: 1/2"= 1'-0" FOUNDATION-SILL-STUD NTS SIMPSON ABU INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND DRAWINGS. STRAPPING H r� h� cl� OC � O ® "70ct fV V h� �V , : lM0 L� O �..s ;t •l. G�yj� P r-. A ��'�� OF R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED VENTS: BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND c P3103.1 ROOF EXTENSION EXTEND FROM THE LOWEST EDGES OF C OPEN VENT PIPES SHALL ALL ROOF SURFACES TO A POINT NOT 0 EXTEND MINIMUM 6"ABOVE LESS THAN 24 INCHES INSIDE THE '-' THE ROOF OR 6"ABOVE THE EXTERIOR WALL LINE OF THE BUILDING. O ANTICIPATED SNOW ACCUMULATION. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALLALSO BE CONTINUOUS RIDGE VENT >, P3103.2 FROST CLOSURE: APPLIED NOT LESS THAN 36"MEASURED ALONG -` WHERE THE 97.5%VALUE FOR THE ROOF SLOPE FROM THE EAVE EDGE OF THE RIDGE BOARD 0 OUT-SIDE DESIGN TEMP IS 0 DEG F BUILDING 0 OR LESS,VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS 1212 0 THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE 8 a TYPICAL ROOF CONSTRUCTION 8 NOT LESS THE 1 FOOT INSIDE THE Class AAsphalt Roof Shingles w/ THERMAL ENVELOPE OF THE BUILDING. fasteners per manufacturer's specification ROOF L 4"VTR 2x4 CT @ 48"oc and the NYS CODE. 12 Ice &Water barrier as per section R905.1.2 3� (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade 211 span rated structural plywood Sheathing, TOP OF PLATE _ — _ _ Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). 311 6� g per R905.2.8 Q sVl�' c� 1 1/2„ 1 1/2 �(� - n TYPICAL SOFFIT CONSTRUCTION. W z W VINYL SOFFIT ON - I �i 11y 6”Wood fascia & 6" Wood rake boards. FURRING STRIPS 7 `- Trim in aluminum or use "azek" or equal BRACING METHOD 2 0 U Z Metal drip edge per R905.2.8.5 CS-WSP CONTINUOUS SHEATHINGG,C J W � N �✓1 Fully Vented Vinyl Soffits WOOD STRUCTURAL PANEL (D LO 1 ST FL. S �C• DETAILS ON DWG-2Z) Q pJ, TYPICAL EXTERIOR WALL W m FAI 311 2x6 Doug-Fir Wood Studs @ 16"oc. CS-P F CONTINUOUS SHEATHING 0 U) J r _ Double top Plate and Single Sole Plate. PORTAL FRAME �-- W 1/2" exterior Grade- Span Rated DETAILS ON DWG-2 Q n/ 3" _TOP OF SUBFLOOR_ _ Continuous Structural plywood Sheathing. W O CO TOP OF FOUNDATION z Fastened per Fastener schedule. - - — - — - — - - - tyvec House Wrap or equal. 4" „-._n ' _... ,. �. " _.._ , _�_, _' . °,e Vinyl or Wood Siding as per clients selection Q (n — U installed per manuf specs and NYS code. BRACED WALL NOTES: O CONNECT TO APPROVED EXISTING e REFER TO DETAILS ON DWG-2 �- W -�-' Cont. load path strapping installed in accordance O Ln SCHD APPROVED SANITARY SYSTEM 4 o with drawings. Provide Fire Blocking in accordance FOR HOLDOWNS,STRAPPING, BRACED Q (� WALL DIAGRAMS AND DWG-1 f1/ / 1 O N p with R302.11 & R302.11.1 and FOR NAILING SCHEDULE. ALL BRACED 1I..Li_ V �. PLUMBING RISER o Draftstopping per R302.12 & R302.12.1 WALL PANELS SHALL BE FULL-HEIGHT O_ Q 0 r— ` °` SECTIONS OF WALL WITH NO VERTICAL NTS % UNFINISHEDTYPICAL FOUNDATION CONSTRUCTION OR HORIZONTAL OFFSETS. dti BASEMENT °; in accordance with chapter 4 o A a 3000 psi Air Entrained cast-in-place concrete 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH o o m u, 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 m o E N TYR BASEMENT SLAB �e wall on cast-in-place Concrete Wall Footing per m o e . • ° e 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 m �' w s - y r TOP of FOOTING_ - R403. refer to Foundation Plan for footing size & 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE w v rn E`o a� c o thickness. Concrete Horizontal per gen note#6. SHALL BE OFFSET NOT MORE THAN 4 FEET. a U c•�o o c Damproofing per R406. 2x6 approved 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL m o m o m 0 m w ��= o 37'-6" THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. SECTION - A treated Sill Plate, Sill Seal And Termite shield per 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 2 ° U) ;;o Section R318.Anchor bolts per Foundation Plan END OF A BRACED WALL LINE ` a 0 Y m°' cyi U) — >.D d .�. 0 and R403.1.6 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL m L ` 0 0 cm•N.o- o c 3 N L C) 3 L C E�'3• 0 I1 1 11 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE a o C t o o a 0 m"r 17'-0" 2'-011 SCALE: 1 /4 = 1 -0 _ 0 L " OUTSIDE BASEMENT ENTRANCE Rsoz.lo.2.2 E _ 0.. V C .O '0 - p 8"CONCRETE WALL ON MIN I6"X8" ------ ---------------------------------------- R a? oc" o � = r— E � � oa FOOTING WITH 4"CONCRETE LANDING& ; ; o 0 0 c (Lj .�Ncu ` [6 = C() In 4"DRAIN TO DRYWELL,CONCRETE STAIR MEETINGR311.7-STAIRWAYS. `------- -- -- --- -- -- ---- -- ---- --------- ' 371-61' N o 1 � a� c o E m m p m v °� ` HANDRAIL PER R311.7.8, 34"-38"ABOVE o ' ' U W m iz FL- CU E EL o a NOSING. 36"HIGH GUARD RAIL ON UP d F.D. y TOP OF CONCRETE WALL. ® 3 DN 3' TW3036 1 ' ------------------- --------------- - PLUMBING NOTE:- ' ' EXTERIOR ' ' LIGHT 1W O I 5 ALL PLUMBING SYSTEMS SHALL BE o , , ABOVE 10 a o o INSTALLED IN ACCORDANCE WITH W Q 0 PART VII-PLUMBING 0 00 t W. �X M �`� I U� AFAN ELECTRICAL NOTE: ALL ELECTRICAL EQUIPMENT I ¢ U): w �W fr c_~n W AND WIRING SHALL BE INSTALLED LL O~ I H O IN ACCORDANCE WITH PART VIII-ELECTIRCAL N L) ¢ O LL THE NYS CODE. A MINIMUM OF 75%PF O ; ; 00 00 Z]g I Z g PERMANENTLY INSTALLED FIXTURES 2'-O" X MO I 00 --'6 MUST HAVE HIGH-EFFICACY LAMPS. I I I �X I N U� co I 1 -y N N I X N MECHANICAL NOTE: Ln o ' ' - I N THE MECHANICAL SYSTEMS SHALL 0 0 ' o 2x12 RIDGE 1 1 , , o o o _ _ _ _ _ _ _ _ _ _ I— _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ — _ o BE INSTALLED IN ACCORDANCE WITH 0 o I I o N o U I o PART V&VI OF THE RC OF NYS. N I I LL 1 I N N ALL MECHANICAL SIZING PER ACCA ' `--'- C9 I MANUAL"S"BASED ON LOADS UNFIN. BASEMENT 1 ______ 4" CAST-IN-PLACE CONCRETE i i W vo ° o I o o v CALCULATED PER ACCA MANUAL"J" T C) , , ni cO: 1 o "o DUCT COMPLIANCE WITH MANUAL"D" N N W SLAB INSTALLED IN , C�o; , 'n co � O N I- "� ACCORDANCE WITH CODE 1 ► .I , Co �� 9'-0"CLG HT 1 11'-0"CLG HT �v (V �, , , ,� , , _ R303.4 MECHANICAL VENTILATION. O F- SECTION R506 , ,a , , cn I W I M �U) En DWELLING UNIT SHALL BE PROVIDED �- co Z W � I WITH WHOLE HOUSE MECHANICAL } 0 Lu 4* LL O� I W p VENTILATION IN ACCORDANCE WITH Q .1c j i ¢< Z g 1 ¢ SECTION M1507.3 Q W 00 :iZ gaNy ^ l6iI MO 00 O 1 1 1 • - N U I C'V U O W W U 361-211 = X c"•, I X 311.3.2 Floor Elevation for other exterior doors: LL, cl� I I r C14I N N Atop landing is not required where a stairway of not --------------------------------------------------------------------------------------------- ce) more than TWO Risers is located on the exterior I 1 side of the door,provided the door does not 36X80 swing over the stairway ---------------------------------------------------------------------------------------------------------------- ' I I - -- - - ----- ---- ----- --- ------ ' , A351 TW3052-2 11 „ II II COVERED O Smoke Detector PORCH ; ; Carbon Monoxide Detector Refer to DWG-1 General Notes CP 1'-4" 34'-311 ' In accordance with Section 915 of the A 3'/Z" 2020 IFC, R314, R315 of the Residential ^' I I I I CV code of NYS II 1I F__­I p I I I I loot (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL El '---16"DIA.FOOTING bA O SEE DETAIL ON DWG-2 37'-6" 6X6 SOLID 1 11 1 1, 1 " � 11 1 11 O 1 -7 11 -5 13/32 11 -5 5/32 11 -5 13/32 1 -7 WOOD POST ® �-•I x N I � WRAP IN AZEK TRIM WINDOWS EXTERIOR FRENCH & SLIDING DRS 1ST FLOOR PLAN 37'-6" Plans indicates ANDERSEN series 400 Tilit Wash SCALE: 1/4" = V-0" KEY O Model Numbers and shall be In accordance with R609 U To be designed & installed as per manufacturers TYPICAL FOUNDATION -8'-0"HIGH AREA SCHEDULE EXISTING WALLS IN ACCORDANCE WITH CHAPTER FOUNDATION WALL KEY specification for 140 ultimate design wind speed D A FOUNDATION PLAN y �•�� _' •, TABLE R404.1.2(8): and Table 301.2(2), 301.2(3) NAME AREA 8"CAST-IN-PLACE WALL WITH " _ " Provide HP LOW-E4 lass; U = .30, SHGC = .30 FIRST FLOOR AREA 750.0 s ft. NEW WALLS �, .� f HORIZONTAL REBAR PER TABLE SCALE: 1/4 1 -0 9 q R404.1.2(1)-SEE DWG-1 NOTE#6. EXISTING FDN WALLS EGRESS: shall meet R 310 [ _ _ _ _ ] WALLS TO BE REMOVED ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, TYPICALANCHOR BOLT -R403.1.6 WINDOW FALL PROTECTION: shall meet R312.2 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE MAXIMUM SPACING: 1/2"@ 72"O.C. .= °°•- 77-771 NEW FDN WALLS Substitutions made upon meeting Code. Y; SHIELD, EXTERIOR DAMP-PROOFING, ALL EMBEDMENT OF 7"WITH NUT&WASHER. _ _ _ _ _ See page one, general notes for additional 4' FOUNDATION FOOTINGS TO EXTEND TO 2 BOLTS PER PLATE AND HOLD AT LEAST VIRGIN SOIL & BE FULL HEIGHT OR STEP ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ] FDN WALLS TO BE REMOVED code requirements. FOOTINGS 1 V TO 2H ENDS OF PLATES. U­:�'Qir NE°� N c c 0 CL 0 a E 0 0 m 0 0 N CONT.RIDGE VENT -P OF ROOF 12 12 8 - a 8 __ - - ❑ 3�j / / W Z/ U W = GUTTERS&LEADERS ( , AS REQUIRED IRED v C) Z TYPICAL '� J W W NCN TOP OF PLATE __ — — W D Q W C? ❑ mCn --� � Bo ❑ ry e :3 W p -5 z OCUON ry CU O ca OP OF SUBFLOOR � Q ❑ � � P OF FOUNDATION y c I I rn v o 4" ` _p I reinforced �, rn ° a� ` o o.°2 N g --- ` _ ° rno o c c PC Pad on rade`-----' '- I I Y o--� E s , (maximum one Riser) I I o— E .2 R303.8 Exterior Stairway IlluminationI a rt Z a ° " m f0 m Exterior stairways shall be provided with artificial light source I o I I I I I ; I I c w n rn � 0•� `o located at the top landing of a stairway.Exterior stairways REAR ELEVATION ( o `o N o providing access to a basement from the outdoor grade I I RIGHT ELEVATION I I 2 ° 8.0 c a� NY » level shall be provided with an artificial light source located 7 11 I I I a).N c `o m - cr o c 3 at the bottom of the stairway. SCALE: 1 /4" — 1 -0 I I I I I � N'o 3 L SCALE: ,1 /4" = 1 '-O" , I c 3 ° 0 °nom 1°��._A = � �,a� _ �� � � m — — — — — — — — — — — — — — — — -� — — — — — — — — — — — — — — — — — — I TOP FFOOTING- - - - - - - L J I — — —I — — — — — I— — — — — — — — — I _ _ _ _ I i� �� o Q T T r J moo'@� a= E c a — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — — — — LI — _ —I — — _ — _ I_ — — — — — — — — — — --�) — — — — I �.N n @ cLi �o E �U � c Q cm o m o w c aEm my aa, a vw FL- U En m 5- P m E aS-0 CL o TOP OF ROOF CONT.RIDGE VENT N i 12 12 a 8� 8 12 3 GUTTERS&LEADERS AS REQUIRED N NLU TOP OF PLATE TYPICAL N H e- M C? Q Q � r— LLI (A m > a w W U o LL. (n 4"reinforced Ll OP OF SUBFLOOR PC Pad on grade - - - (maximum one Riser) T h P OF FOUNDATION 1� .,_ . ., ., .. 'u.W,...,. :... ..... ....... ..... rep ..,. ..,...�. w .....v..u_ ._., ., .._.. .,. ,,. . . ..Y.., .. .,.., .., . .._, . .. w. ,.. .,...,. ., .. .,... -...,�,.. ,., .. 1 I 311.3.2 Floor Elevation for other exterior doors, I 1 r_____ - ( I I I I I I I I I Atop landing is not required where a stairway of hot I I I W N more than TWO Risers is located on the exterior I side of the door,provided the door does not cj I ; ; ; II II swing over the stairway U ao FRONT ELEVATION U; ;LEFT ELEVATION bo .-� �, � o SCALE: 1 /4" = 1 '-0''. I I I IS�ALE: 1 /4" = 1 '-O" I I I I I ~' H z o L J — — — — — — N ? .p I I I I I I I I _I I I � � "'rn � — — — IJ— — — — — — — — — — — — — — — — — — — — I^ TCP__QF FOOTING— - — - — - — CI __I — I— — — — — — — — — — I— L — — — — — — — — — —1 — — — — — — — — — —I M J M t/��.//1 OcQ ®F� Fri x ''Cj O U Cz ¢ to f 50 A, r ta& .1 /0111 ; r