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HomeMy WebLinkAbout49660-Z TOWN OF SOUTHOLD � r BUILDING DEPARTMENT T0111d`N CLERK'S OFFICE mxAL SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANSND ORKSAUTHORIZEDS UNTIL FULL COMPLETION OF THE Date: 9/8/2023 Permit#: 49660 Permission is hereby granted to: Brookl fn Timber Invstrs LLC c/o Pa�r�icia Moore 51020 Main Rd Southold NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 4935 i3er len Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 111-2-1.3 dated 7/26/2023 and approved by the Building Inspector. Pursuant to application To expire on ,31912025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,802.80 CO-NEW DWELLING $50,00 Total; $2,852.80 Building Inspector LD TOWN OF SOUTHO — -0959 BUILDING DEPARTMENT 5 Main Road P. O. Box 1179 Southold,NY 9dtov,v Town Hall Annex 571 W 437 765-9502 hft : '�vv SOL101 631 765-18001 2 Fax (631) Telephone ( ) t Date Received .:.;, OWAPPLICATION FOR BUILDING PERMIT J For Office Use Only J L. 2�1. � � 023 Building Irwspector"• PERMIT NO. Incomplete BUM]DING "r FT- Applications and forms must be filled out in their entirety. not the owner,an T0 -N 1' applications will not accepted. Where the Applicant owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: SCTM# 1000-113..06-02.00-601"603 Name:Brooklyn Timber In LLC Y 11952 Project address:4935 Bergen Ave.. Mattltuck, N Email: Phone# 631-512-4522 Medford NY 11763 Mailing Address:3080 route 112 suite B CONTACT PERSON: Name:Chris Dwyer South Country Road, Brookhaven NY 11719 Mailing Address:437 Email:cdwyer@Ikma.com Phone#:631-286-8668 DESIGN PROFESSIONAL INFORMATION: P.C.. Name.:Robert A. Steele, P.E. Executive Vice President, L.K. McLean Associates, South Country Road, Brookhaven, NY 11719 Mailing Address:437 S rsteele@ Email: Ikrna.COm Phone#:631-286-8668 CONTRACTOR INFORMATION: Name: Mailing Address: Email: Phone#: DESCRIPTION OF PROPOSED CONSTRUCTION Estimated Cost of Project: ®New Structure ❑Addition []Alteration ❑Repair ❑Demolition $ []Other will ®Yes ❑No 7 Yes LJ No Will excess fill be removed from Premises? Will the lot be re-graded. 1 PROPERTY INFORMATION Intended use of property:Single Family Residence Existing use of property:Vacant respect to Are there any covenants and restrictions with remises is situated: 7 Yes'JgNo IF YES,PROVIDE A COPY. Zone or use district in which p this property. ❑ pursuant the'R wilding Zone check Bol After Leading: ewn er a�wnt�^ac+2�ar/desigaw r�'�ssle�al I'�responsible for all drainage arw�Y storm �issues as.provided l�'� pe ar"e t for the issuance of a Building the constru ctio'n of buildings, New Y D and other applicable laws,Ordinances or gegulations, Chapter 236 of the drawn Code, AI�irUCA"rlf9iV IS HEREBY NiA'�g to a iluilding iicant agrees' comply with all applicable laws,ordinances,building code, Ordinance of the Town of Soutlaol�,Suffolk,County, s for necessary inspections,false state+nd made herein are Mations and to admit authorized inspectors on promises and in builds ng ) additions,alterations or for rernrrvlal or demolition as herein described, � ap browsing code and reg pursuant to Section 210AS Of the Now York State penal law. punishable as a class A misdemeanor Application Submitted By(print name): .Christopher F. Dwyer @Authorized Agent ❑Owner Signature of Applicant: / Date: 7� 7 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) licant DW er being duly sworn, deposes and says that(s)he is the app Christoper F y (Name of individual signing contract) above named, (S)he is the Agent (Contractor, Agent, Corporate Officer, etc.) authorizedle this to perform or have performed the said work and to e and belief;Iand of said owner or owners, and is conduly ained in this application are true to the best of his/ knowledge application;that all statements cont application file therewith. that the work will be performed in the manner set forth in the Sworn before me this qA-- ,202-3 Notary P Mc day CHRISTINE aTINE AND' NOTARY PUBLIC,State of Now York No.01W'W162111 59," IZ SuffolkCourl Jon�Jrea August 1�' 5-- PROPERTY OWNER (Where the applicant is not the owner) 3 .- t,.. 10�� residing at to apply on d1' 71 do hereby authorize Town of Southold Building Department for approval as described herein, my behalf to the Tow Date Owner's Signature ioim Print Owner's Name 2 S�UojpLj\q WATER tt A. Russell 1��tA\NA\cG�]EIMI]E NT sCO � �� � SUPERVISORo ° Town of Southold SOUrHOLD TOWN HALL-P.O.Box 1179 11971 � � � �•`� �, � V 53095 Main Road-SOUTHOLD,NEW YORK J t/ MANAGEMENT FE023 V CHAPTER 236 STORMw E , _ BE COMPLETE HE APPLIC ( APPLICANT INFORMATION �� G �.�........_...� .- AOR LARGER �,m� ���O��,,�°� t.1 .-.. I ARE - ONLY FOR PROPERTIES ONE ACRE [N� ractor, Other) �Pi o �erty Qwner, Design Professional, Agent, Cont pAPPL_ IN I P Date: ,�...�� 7/28/23 NAME: Christopher F. Dw edwyer@Ikma.com ..-,. Contact Information. -- � 631-286-8668 _... q_-�lad 8 I ele0hnne�tnnhei .—...,,,w,.m,..,—....--^ .W t ..Al ess / Lotion of ConstrL .._ e ;F, 0 PI S.C.T.M, 11952 Egg r n Ave Mattituck, NY, . q.._. - � . M ._. 02.00 001.003 . _ - 113.00 in 3 12T23 Bloc k Lol ..� ... Sec':,on _- e[OV' EP ENT . SOUTHOLD TOWN ENGINE M tG D �R TO BE COMPLETED G1� c E 5, Permit IS R fired a s less than 1 Acre N��_P _�— -� Area o. D,st',rb irce �o S.P.D.E S Pet atuit is I e uire ' p,oject does No- Discharge to Waters Of the State than I Acre & Storm-eater F,unof BTAIN a S.P�D S. Permit Area of Disturbance ,s Greate, THE .�„PPLIC. NTT t�I 5T to Waters of the State of New York. f Fl:�ws Thrc;ugh S„,1thc d i c rise of a B�jildinvz Permit, DIETL' From, . D.E.C. Prior tt� IuM c ,i n_ \iter F.unof Bance ,s Greeter thSn 1 . etc f: THE. AP PLICF.NT \BUST � BTAC� Area of C,s:u E Yo �r tl,e State or Ne Tov,iis MS . Systems to Watery Ceri:' Deartt~eit S. Permit ihrop. a S.P.D E. �ht"ie Ss'�itns ld Toy r, Price; to l wua ct c.f a Btttld'n P rent Date: Revie"ved, By w '" -7 � DiTnn Fnpm, c / l C e I Generated by REScheck-Web Software Comb r t* Cate CN,I Project Platinum Bergen Ave Mattituck NY 11952 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction from North Orientation: Bldg"°fa'ce 180 deg. Conditioned Floor Area: 3,051 0 ft2 Glazing Area Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Designer/Contractor: Owner/Agent: Building Design,LLC. Construction Site: Platinum 4935 Bergen Ave Mattituck, NY 11952 ® + h+Vaxir�ru SHGC: 0.40 Your SHGC: 0.30 ® ® 0 Your UA: 49 Cczrnt�Nlrice: .5"y° 4ektero 1 Fran Code MaxMmurrr hOUS v8dean esttlnMaRet� enemy use or cost retntuae to a m4nGrnu •cradec�rne. rhe 0eater worse Ttren Crs e lnrbex refects Crow nose to ria MY O[e the code is based on code trade-off�hianc sIr tNb r�N�FSt N et Nr. Nma�h�sNaN�-on grade @'S3C7E5 NOT ph f'eUkUr'S'r Hent . eci e¢ c,CNf ate omfe must meet t6te mininium ent uw.Y code iru tiNatfori,R-vMue and data Si,-lb-on-grade tradeoffs are no ld���,ger consfdeired in the UA or pc,,rl f`a wanc cam assIembly ill the sp Je • 22 0.0 0.030 0.026 26 858 35.0 50 43 0.0 0.030 0.026 2x8 Roof: Cathedral Ceiling 1,655 35.0 173 2x10 Roof:Cathedral Ceiling 3 295 15.0 3.0 0.061 0.060 176 Ambient Wall:Wood Frame, 16" o.c. 0.320 4 6 Orientation: Unspecified 0.200 Front Door:Solid Door(under 50%glazing) 20 Orientation: Unspecified 0.300 0.320 118 126 Windows:Vinyl Frame 394 SHGC: 0.30 0.060 18 14 Orientation: Unspecified 234 15.0 0.0 0.077 Garage Wall:wood Frame, 16" o.c. 0.060 24 18 Orientation: Unspecified 13.0 0.0 0.082 16" o.c. 315 6 Basement Stairs:Wood Frame, 0,200 0.320 4 Orientation: Unspecified Basement Door:Solid Door(under 50%glazing) 18 30.0 0.0 0.033 0,047 58 82 Orientation:Unspecified 1,743 0.047 15 21 Floor Over Basement:All-Wood Joist/Truss 440 30.0 0.0 0.033 Floor Over Garage: All-Wood joist/Truss Report date: 09/05/23 Project Title: Platinum Bergen Ave Mattituck NY 11952 Page 1 of 10 Data filename: cansd to meet the,specifications,and other th the building, uirements in r Deed building desThe, described ed buitcling hasbeen dpsted ris consistent en the R herk inspection checklist. Compliance a me fitted The p Thep p calcuia ck V submitted withthe the permit application,with the mandatory requirements2023-0 -05 REScd�eck Version: i�l'Scheck-Web and tra comply date Mlch j Caruso_k r Signature Name-Title Report date: 09/05/23 Project Title: Platinum Bergen Ave Mattituck NY 11952 Page 2 of 10 Data filename: RES check Software Version : REScheck-Web etI Checklist insp 'Energy Code: 2018 IECC nted, or that an exception �� n is provided by the user in the REScheck Requirements screen. For each Re uirements: 100.0% were addressed dire in the REScheck software is documented,4 tions column P Text in the "Comments/Assump requirement,the user certifies that a code requirement will be met and how Where compliance is itemized in a separate table, a reference to that table is provided. is being claimed. tions Field Verified Complies'. comments/Assumptions Section Plans Verified Value .u.-. # Pre-Inspection/Plan Review Value [3Complies Requirement will be met. &Re »ICI ❑Does Not 103.1, Construction drawings and []Not Observable 103.2 documentation demonstrate far the licable [PR111 energy code compliance []Not App building envelope.Thermal envelope represented on oComplie ' Requirement will be met. construction documents,. ❑Does Not 103.1, Construction drawings and Not Observable demonstrate 103.2, documApplicable 403.7 energy code compliance for Not [PR311 lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC �Cornplies Requirement will be met. Commercial Provisions Heating: and cooling equipment is Heating: Btu/hr Does Not 302.1, Ileating a Btu/hr sized per ACCA Manual 5 based Cooling: []Not Observable 403.7 on loads calculated per ACOA Cooling: Btu/hr [INot Applicable [PR2]Z MI, Manual j or other methods Btu/hr approved by the code official. Additional Comments/Assumptions: 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Report date: 09/05/23 Page 3 of 10 Project Title: Platinum Bergen Ave Mattituck NY 11952 Data filename: Comments/Assumptions s+e +ticwnFoundation action Complies? # inspection &Pie mID [Complies Requirement will be met. 303.2.1 A protective covering is in tied to ODoes Not [FO1ll2 protectposed exterior insulation ❑Not Observable and grade tends a minimum of in.below ❑Not Applicable applicable, lies Exception: Requirement is not app Snow-and ice-melting system controls Does Not IF012]2 installed FO1instaNot Observable []Not Applicable Additional Comments/Assumptions: 3 Low lmpact(Tier 3) 2 Medium Impact(Tier 2) 09/05/23 1 High impact I. 1) Report date: Project Title: Platinum Bergen Ave Mattituck NY 11952 Page 4 of 10 Data filename: � CommentslAssumptions Field Verified Complies. Plans Verified Value section ROugh-In lnspect1en Value See the Envelope Assemblies Framing/ []Complies table for values. &lte .10 U- U- DDoes Not 402.1.1, Door U-factor. Not Observable 402.3.4 IDNot Applicable [FRl]1 See the Envelope Assemblies Complies table for values. U- �ODoes Not 402.1.1, Glazing U-factor(area weighted jNot Observable 402.3.1, average). oNot Applicable 402.3.3, 402.5 [FR2]1 []Complies Requirement will be met. 'ODoes Not 303... .3 U-factors of fenestration products ONot Observable R4] with eermined in accordance Applicable are deter procedure or ❑Not FRC test p [F, taken b'or'n the default table. C]CoMplies Requirement will be met. Does Not 402,4.1.1 Air barrier and anufa tuner's barrierthermal []Not Observable [FR I" installed p Applicable instructions. ❑Not App Requirement will be met. (3Complies ElDoes Not 402.4.3 Fenestration that is not site built ONot Observable [FR2o]1 is listed and labeled as meeting liable or M DMA/C5A 101/1.5.2/A440 of App s infiltration rates per NERC AAI�'N N 400 that do not exceed codef]Co plies Requirement will be met. limits. futures ❑Does Not 402.4.5 IC-rated recessed lighting Not Observable IF sealed at housing/interior finish ]plot Applicable and labeled to indicate 52.0 cfm Requirement will be met. leakage at 7'5 Pa. 13complies Does Not 403.3.1 supply and r� du s in,attics Not Observable insulated>=R-8 where duct is [FR12]1 >=3 inches in diameter and>= ❑Not Applicable R-6 where<3 inches,SupplY and return e building in other portions of the 3 inches =R- for th insulat es and R-42 lies Requirement will be met. for< inches in diameter lComp Does Not 403.3.2 Ducts,air handlers and filter oNot Observable IF 1311 bones are sealed with ❑Not Applicable p s compliant with Dints/seam International Residential Code,nical Code oas Requirement will be met. []Complies applicable. ❑Does Not 403.3.5Building cavities are not used as []Not Observable [FR15]3 d []Not or plenums. licable Not App a�, ]Complies Requirement will be met. HVAC piping conveying fluids R- R ❑Does Not 403.4 ,C3Not Observable [FR1712 ..above 105�F or chilled fluids Applicable below 55 F are insulated to alk- ONot App Requirement will be met. 9 3. ]Complies DDoes Not 403.4.1 Protection of insulation on HVAC Not Observable [F R24]1 piping. []Not Applicable :° h lies Requirement will be met. Complies R- R ❑Does Not 403.5.3 Hot water pipes are insulated to I[]Not Observable [FR181Z >>_R-3. Not Applicable 3 Low Impact(Tier 3) 2 Medium lrnpact{Tier 2) 09/05/23 1 High Impact(Tier 1) Report date: Project Title: Platinum Page 5 of 10 Bergen Ave Mattituck NY 11952 Data filename: � Comments/Assumptions Field Verified complies? Section Plans Verified Value sept Rough-In inspection Value Requirement will be met. Framing/ OC�smplies &Re .10, ravit damper's are 'ODoes Not;ONot obs air 403.6 Automatic r ll Y observable [FR19lZ installed on all outdoor aNicable intakes and exhausts. ONot App Additional Cornnrlents/Assu'rn tions: 2 Medium Impact(Tier 2) 3 Low Impact(Tier 1 I sigh irrrupact(Tier 1) Report date: 09/05/23 Page 6 of 10 Project Title: Platinum Bergen Ave Mattituck NY 11952 Data filename: Plans Verified Field Verified Complies. Comments/Assumptions section Value Value # Insulation Inspection lies Requirement will be met. Re .ID �p�omp 303.1 All installed insulation is labeled ❑Does Not [IN13]2 or the installed R-values []Not Observable provided. '❑Not Applicable lNes See the Envelope Assemblies R- []Complies table for values. R ❑Does Not Wood 402.1.1, Floor insulation R-value. Wood ❑ 402.2.6 E] Steel ❑ Steel []Not Observable [IN1]1 ❑Not Applicable 1I 0 oOamplies Requirement will be met. Floor insulation installed per ❑Does Not 303.2, lNot Observable ..402.2.8 manufacturer's instructions and. [IN211 In substantlal contact with the ONot Applicable underside of the sutrfloor,or floor framing cavity insulation is in contact with the top side of sheathing,orcontinuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing [3Complies See the Envelope Assemblies members. R- table for values. Wood ❑Does Not 402.1.1, Wall insulation R-value.If this is a R- Mass []Not Observable 402.2.5, mass wall with at least IIx of the Wood 4fi2.2.6 wall insulation on the wall ❑ Mass Steel ❑Not Applicable [IN311 exterior,the exterior insuMation ❑ Steel ❑ rertuirement applies( R3.0). E3Conruplies Requirement will be met- 3 .2 et.303.2 Wall insulation is installed per ❑Does Not [1 11 manufacturer's instructions. ENot Observable ,[]Not Applicable Additional Comments/Assumptions: 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Report date: 09/05/23 Page 7 of10 Project Title: Platinum Bergen Ave Mattituck NY 11952 Data filename: � Comments/Assumptions Field Verified Complies. Plans Verified Value Section Provisions Value lies see the Envelope Assemblies Final InspectionOComP table for values. R 6c R .10 R- ODoes Not Wood I� 402.1.1, Ceiling insulation R-value. Wood Steel []Not Observable 402.2.1, Steel []Not Applicable 402.2.2, 402...2.6 [FIl]1C3COmplies Requirement will be met. []Does Not 303.1.1.1, Ceiling"nsulat"on 4nsuctio Per ❑Not Observable 303.2 manufacturer`s instructions. ❑Not Applicable 303.2 Blown insulation marked every Requirement will be met. 300 ft2. []Complies permeable []Does Not dented attics with air P []Not Observable 402.2.3 insulation inolud baffle adjacent Applicable IFI2217 to soffit and save vents that ONot App exterud over insulation. []Complies Requirement will be met. R ODoes Not R- 402.2.4 Attic accesl vafa�e otch a hear ONot observable [FI311 ins ulation []Not Applicable adjacent assembly` []Complies Requirement will be met. 402.4.1.2 Blower door test 4) 50 Pa. ACH 50= ACH 50 = []Does Not ❑Not Observable [F117]' ach in Climate Zones one and []Not Applicable �=3 ach in Climate�prGes�"� Requirement will be met. cfmI100 Complies Ducts are pressure tested to ft2 cfm/100 ftz Oboes Not 403.3.3 []Not Observable IF 271' determine air leakage with Total []Not Applicable either:Rough-in test: leakage measured with a pressure differential of o inch w„g,across the system the manufacturer"s air handier enclosure if installed at time of test.Postconstruction test.Total leakage measured with a pressure differential of 0.1 inch w.g,.across the entire system including the manufacturer's air C]Complies Requirement will be met. handler enclosure, cfm/100 cfm/100 ft2 []Does Not ft2 403.3.4 Duct tightness test result o'f'<=4 ',[]Not Observable cfm/100 ft2 across the system or []Not Applicable [FI4]1 c=3 cfm/1.00 ft2 without air handler @ 25 Pa.For rough in tests verification may need to OCom'p I"es Requirement will be met. occur during Framing Inspection, ; []Does Not 403.3.2.1 Air handler leakage designated = Not Observable [F12411- by manufacturer at 2,1�,of [][]Not Applicable design air flow. []Compiles Requirement will be met. ODoes Not 403.1.1 Programmable thermostats []Not Observable [FI912 Installed for control of primary and ❑Not Applicable lie and cooling y tion.Requirement is initiallyset by manufacturer to []Does IGx . code secifications. es Not not applicable. 403.1.2 Heat pump thermostat installed []Not Observable [Fl 1012 on heat pumps. []Not Applicable Ex eptonu"remerlt is ❑Complies not applicable.{ ODoes Not 403.5.1 Circulati"ug Seicehot water []Not Observable [Fllllz systems have automatic or ONot Applicable accessrle manual controls. 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Report date: 05/23 of 10 Project Title: Platinum Bergen Ave Mattituck NY 11952 Data filename: ' � Comments/Assumptions Field Verified Complies. Plans Verified Value Section Provisions Value lies Requirement will be met. Final inspectionOComp Re .10on stem, , []Does Not 403.6.1 Ali mechanical a tested listed ONot Observable [F125 12 fans not part ONot Applicable and equipment meet abefficacy not aptI0 requirement is and airflow llrrrwts per Table O�yCoplies R403.6.1. QDoes Not Hot water boilers supplying heat 403„2 i e heating �ONot Observable [FI26lz through one”or two p,p oor setApplicable systems have osetback []Not control to flower boiler water len;Requirement Is temperature teased on outdoor OComplies Except temperature. ❑Does Not not applicable. 403.5.1.1 Heated water circulation systems The []Not Observable [FI28lz have a circun pr ipeOn p s a dedicated ONot Applicable system return p'p return pipe or a cold water supply pipe.Gravity and therrnos- syphrrn 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 off the pump iter is in circulation loop Snot applicable, Requirement Is when w erature and t is at set-point temp ]COMplies !on- no demand for hot water exists. Does Not 403.5.1.2 Electric'heat trace systems comply ONot Observable [F 2912 i' with IEEE 515.1 or ill. ONot Applicable 515.Controls autoinputatiall the adjust the energy heat tracing to maintain the red water temperature in the < lies not epplon:Requirement is deli Oomp. t piping. licabW ❑Does Not 403.5.2 Demand recirculation water ONot Observable [FI3012 systems have controls that ONot Applicable manage operation of the pump and limit the temperature cold of the exception:Requirement is water entering ;OC'omplies Ion e. piping to e. 1040F. not app units ❑Does Not 403.5.4 Drain water heat recovery ONot Observable tested In accordance with CSA lirva e [FI31lz B55y1 Potable water-side ,[]Not Applicable pressure loss of drain water heat recovery units< 3 psi far individual units connected to one or two showers. PotabNe water- side pressure lof drain2s toter heat recovery units individual units connected to OCompi les Requirement will be met. three or more showers. Oboes Not 90/o or more of permanent 404.1 lamps. �ONot Observable [F16]1 .fixtures have high efficacy ONot Applicable lies Etception.Requirement is OComp not applicable. 404.1.1 Fuel gas lighting systems have ODoeS Not [F12313 no continuous pilot light. ❑Not Observable ONot Applicable V) OComplies Requirement will be met. posted. .ODoes Not 401.3 Compliance certificate p ONot Observable [F17]2 ONot Applicable act(Tier 2) 3 Low Impact[Fier 3) h Irripact(Tier 1) 2 Medium Imp Report date: 09/05/23 1 lilg page 9 0f10 Project Title: Platinum Bergen Ave Mattituck NY 11952 Data filename: Y � w rm oa; 'e z gp�9u vmuj � 14 7UJ ma ,8 ago a � a®oma aare r p fill e "01 � ` m� x It CD z do 3nN37A d k� e \ mks LOA Ln Ilia% w =� -05 a. IpN�U yyy Y 3 620 ° I .Vti7Z F 00sLr dl � y} EEt 6x.p'..id 7uawaeouow�aaowvw,ols GZ N'�m�4'4��9�51'+cnWlt+�rw9"w�e�wamANwa�r'u'\�"Mrrgkarl�"itl,^�tU+r,Sw�dJVun�sl`u\da 2018 IECC Energy A4�ove-Grade Wall o.00 Below-Grade Wall 30.00 Floor 35.00 Ceiling / Roof Ductwork(unconditioned spaces): -- - ® . ® IN0.30 0.30 Window 0,20 Door CEO-0 Heatingyste'rn: - Cooling Water Heater. 'I IIIIIg''d 111111, 1111'' Date. Name: Comments :aweu9W 121120 0i10 OZ abed Z56Z1 .N�I �.�� on i e W any ua6ja8 wnupeld :al4!14oafojd J EZ/50/60 :a4ep:podaa (Z jail)Pedwl'g61-H T (£jail);oedwl mol £ (Z j;u)Iaedwi,wnipaW Z :suo!}dwnssV/s:tuawwo:) leuo!:l!PPV alge:)ilddy 4oNCJpapinojd uaaq aney swaIs�S algenjasgo IoNCI, 6upeaq J@IeM pue leolueyoaw jo,slenuew jajnpelnueW ION saoa� Cil" a21 V uawajinbad saildwo.00 eu!d •}aw ag IIinn. anlep anleA suo�slnoad uo!;�adsul 1 uolva' suol;d w nssV/s;uawwo� -selldW03 pal;!�a/�P181:1 sueld i PRQAECT wa tILO-CATION. �y �\ LAND N/F OF 3D W BROOKLYN TIMBER INVESTORS ( �' UNDEVELOPED 1 c` pI a NO PUBLIC WATER AVNLABLE N 22°33'50' ,'i4 AWWYYY N .DW 0 @ , PROPOSED U,G,WATER Ppp d y— SERNCE .. I re o. u „ ,. O PROPOSED O..H.. \ o I ;ELECTRIC SERVICE M A P LOCATION CLEARINGINC N.T.S. C^ m \' . I'�3 -- LL � PROPosm TREE ^ HLWO'DMI CL ✓`�'�" SKI SAS 'Mr 2 ST1, ti 4 J P Y •. &u,q, no .,,,a,„1 WNT W/CHAR ... -- "-•,..�,.,�. ABOVEC AL FILTER 6''MIN � "A GARAGE 1 6p.,�„„ �., F.F. =37.0 '», °ROM ANY WINDOW OR DOOR. 1^ y PROPOSED FUJI CLENJ CONTROL PANEL IN NEMA 0..ENCLOSURE PROPOSED NOB 5'STRIP GRAIN SUFFOI K COUNTY DEPARTMENT OF HEALTH SEFtt/PCES "" W2 PERMIT 1::'OR APr'ROVAL.. OF CONSTRUCTION If:::OR A YI /Il, ,al - SVNGLIE_ IPAPVI81_Y CSF-sIDENCE 091...:1° I _ �. ,... . rr^r^r^a: ,; '1^' '�°+�'�u,�Y�w*.,rY •ar•«""M^�w�'��' ,. I� \ PROPOSED MAC MA AI. BLOWER MODEL MAcaoao p +D� R-23-0554 O�CONCR TE PAD TO 9E DATE511 W3 H H.S F, HARDWIRED TO CONTROLLER '""•"•••"""""•"'"""""'""'" ""' APPROV POR. T \ ' N 22`33'50" 'n% 4 BEDROOMS EXPIRES THREE YEARS MAXIMUM OF _ RS HROM GATE OF APPROVAL LAND N/F OF BROOKLYN TIMBER INVESTORS UNOEVE].OPEC _. NO PUSUC WATER AVALABLE P SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE PLAN SCALE: 1 40' ar ' Feel 4. ., .......... Design Professional's Certification Required. TEST HOLE BY MCDONALD GEOSERVICES LEGEND: SURVEY NOTES: ,/1 2/2 0 22 Submit P.E.or R.A.Certification For BUILDINGS: �•—�, EXISTING VACANT MEAS'.REMENTS ARE N ACCC-„':i 0'r .ANDA40_ 35 10' ` II PROPOSm BUILDING - EAR NGS SHOWN ARE h NEW ^Rh STATE PJ+h COORDINATE SYS-=IV. -74G ISLAN' ?CNE The Installation and Construction Of the�aE.tIVa�P_�I)IS��CbSa System L_.. .d F '� GROJNr E_ wm -""-• PROPOSED 2 STORY RESIDENCE _INATIONS SHOWN HERE ON REND NAIL 19B8tiT cw :- PROPERTY LINE W/ 4 BEDROOMS 4 „NAI.'HORIZEC ALTERATION U ?-DI'ION v SURVEY MAP BEARING A _ICENSED IAI:O tJSe Form V1(VIV/M 013 SURVEI'ORS SEAL IS A VIOLA'ON ')S-Z7ON 7209 SUBDIVISION 2 OP HE NEW YORK —11.0--- EXISTING CONTOUR STATE EDUCATIC'J ,AN SITE DATA: 5 ONL” COPIES FROG HE ORIGINA- OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE SITE AREA 1.21 ACRE Q O�O] PROPOSED BENS I/A TANK S : 1000-113.00-02.00-00'.005 ;ANO SURVEYORS 'EMBOSSEC' OR 'INKED' SEAL SHAL_ BE CONSIDERS- TO BE VA-D 7R E N' I DII0 PROPOSED OISTRIBlIT10N/SAMPLING MANHOLE -ER ES CO PROPOSED SANITARY CLEAN OUT GENERAL NOTES = SER iPCATI0N5 INC CA'ED HERRN 3 o r `FTA' THIS SURVEY WAS �RPPAR-D IN R 4 ^ ACCORDANCP W17-' SO EXISTING GOOF 0- PRACTICESS LF R L SD RVEFVESC SAID OPT- I A PROPOSED PIPE FOR MAC-R'AIR BLOWER 'NE NEW YORK C ASO MANUFACTURER'S REQUIREMENTS 1. NO EXISTING SURFACE WATER WITHIN 100' '•rR 'CATION` SHPT_ RUN ON. T„F PER-ON FOR WHOM THE S..R�'_ IS PRE=ARLC I —Ix— PROPOSED O.H.,ELECTRIC 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED ANC CN HIS BETA-`O THE COMPAN' ,GOVERNMENTAL AGENCY A%- LENDING mn�^.mrel.ww^�� N.i�*� xx DATE BY DESCRIPTION APPROV. BY SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE INS-7 ION LIS_- HEREON AN., HE Assi=O of THE LEND:NC NS ruTIDN REVISIONS —r—PROPOSED 2-1/2'0 HDPE VENT PIPE PROPOSED SANITARY SYSTEM CEHIIF CATIONS 4RE NC7 IRAN S'ERAB_E TC A�Dn'lON.4L iNSTTTIlTIO'VS = SJBSEQUEN- , t� (uyl PROPOSED SANITARY LEACHING POOL 3. NO DRAINAGE STRUCTURES WITHIN 8' OF SANITARY SYSTEM R;HERS F-Wa'' Nu SHOWN ARE LIC-CER-IFIEO, '', T O yy N OF S O U T H O LD 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. irt) PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL B. THE SURVEY C_CSES MATHEMA ::A'.-! FFSU _OLX, COUNTY, NY PROPOSED SANITARY PIPE G PROPOSED 10'0 DRAINAGE STRUCTURETHE FIELDS AT MATTITUCK PROPOSED WATER SERVICE LOT 27 PROPOSED SANITARY PROPOSED U.G.ELECTRIC SERVICE (NO WATER ENCOUNTERED) ,� 6DY HIGHEST EXPECTED PLAN r TEST HOLE LOCATION GROUNDWATER ® EL. 0.50' Umm POLE L. K. MCLEAN ASSOCIATES P.C. ELECTRIC METER CONSULTING ENGINEERS ,57 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORK 11719 MAIL BOX SEE ATTACFIEED SPECIAL CONDITION, TELEPHONE MANHOLE wxs .w•Ymmi L ra mwacR w a ra L CATCH BASIN PWS NNI�Rm,A,�N a"'ram,..,s fir` 47 d + DR:mIBTmB By: MF/CFD s.mm: AS NOTED DVERLIEAD WIRES GRADING PLAN ND/OR PLOT PLAN, ArmK89.4 w�m waM 1,. � (' SS Drawn OrmwT By: MF 11 Omte: MARCH 2023 C 1 1(3-,2 - 1 • 1_422ffL_ �q666 PROPOSED RESIDENCE CODE INFORMATION TABLE R301.2(1) 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA J THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING I 8 WIND DESIGN CRITERIA SUBJECT TO DAMAGE FROM M N THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. IN LU N t TM i. CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE 2018 GROUND SPECIAL WIND BORN SEISMIC ICE SHIELD AIR O I SNOW ND SPEED TOPOGRAPHICFROST LINE WINTER UNDERLAY- FLOOD FREEZING ANNUAL N �- WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO LOAD (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING DEPTH TERMITE DESIGN MENT HAZARDS INDEX Q `"i� 8 FAMILY DWELLINGS CATEGORY ZONE CATEGORY TEMP REQUIRED TEMP N I M I 20 PSF 130 MPH NO NO WITHIN 1 F B SEVERE 36' MOD. TO 11 DEG. F. YES NONE 452 N.SHORE 51 DE(i F. • • �' THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED VOLT UOFF ZONE X Su BERGAN AN/E MATTITUCK, NY 11952 USING THE 2020 NYS ENERGY CONSERVATION CODE WATER 510 EAST END ap I DESIGN CRITERIA FOR MANUAL J DRAWING INDEX ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMP. HEATING COOLING FACTOR TEMP. COOLING HEATING TEMP d DIVISION 1-GENERAL REOUIRHvENTS D. Bolts in Wood Framing T-01 GENERAL NOTES SITE PLAN 'WFT 41 N 15 DEG F. 86 DM F. CORRECTION 1 70 DEG F. 75 DEC•L F. DRY BUD DIFFERENCE ^ g , • 1. Work perfomled shag comply with the folovlring: t AN bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate DIVISION 7-THERMAL.AND MOISTURE PROTECTION A-01 FOUNDATION PLANS �DEG F WET BULB �iFJ'R � a.These general notes unless otherwise noted on plans or specifications. washers. A. Ro A-02 FIRST FLOOR PLAN WIND VELOCITY WIND VELOCITY COINCIDENT WET WINTER SUMMER b. Building Code as specified on the architectural drawings. COOLING TEMP.DIFFERENCE DAILY RANGE Z Steel plate washer sizes shag be as follows: 1 Fiberglass Shingles- THIRTY(30) year self sealing shingles; over 1 layer of 30* asphalt satiated A-03 SECOND FLOOR PLAN HEATING COOLING BULB HUMIDITY HUMIDITY Q � a All applicable local and state codes, ordinances and regulations. a. 1/2' and 5/8' Diam. bolts - 2-V4' sq. x 5/16' felt underlayment unless otherwise noted Instal according to manufacturer s instructions. 55 DEG.F' d.In areas where the drawings do not address methodically, the contractor shag be bound to perform in strict A-04 ROOF PLAN N b. 3/4'Dia bolts-2-5/8' sq. x 5/16'. 2 Cedar Shakes: *2 grade red-label cedar shakes (18' 1 x .45'T) over one layer 30* a.s.f. 11 DEG F. 15 MPH 7.5 MPH 72 DEG. F. RANGE M 40% 32 GR050%RH N, compliance with manufacturer's specifications and/or recor mendatiow. 3. Each bolt hole n wood shag be drilled 1/'F larger than diameter of bolt. cnderlayment Instal with 4 1/2' weather exposure. Apply an 18' wide strip of 30* a.s.f. over A-05 ELEVATIONS N Z On-site verification of all dimensions and conditions shag be the responsibility of the general contractor and his 4. For s1 anchors, see typical details on architectural drawings. each course of shakes,9'from bottom edge of shake extending over top of shake and onto A-06 ELEVATIONS L1-1 r . subcontractors. E Lao Bolts: C' sheathing. I I r I I 3.Noted dimensions take precedence over scale. Never scale directly tom drawings. Contractor should consult t Shall be of structural grade steel A-08 SECTIONS Architect n case of question 3. Eave Flashing See rote B-4, below. 2 Washers shag be placed under the head of lag bolts bearing on wood length of lag bolts shag be minimum B. Flashing A-08 DETAILS 4. The general notes and typical details apply throughout the job unless otherwise noted or shown 2/3 depth of members being bolted together. 1 All flashing, counter flashing, and coping when of metal shag be of not less than no. 26 U.S. N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS FLOOR AREA RATIO TABI� OF D�"IVIEIVS�OIVAL. R�GULATI0�11S SOUTHOLD 6� 5. Discrepancies: The contractor shag compare and coordinate al drawings: when n the opinion of the contractor, F. Altering Structural Members: `� a discrepancy exists he shag promptly notify the Architect, n writing,before proceeding with the work or he shah 1 No structural member shag be omitted notched cut,blocked out or relocated without hirer approval b the gauge corrosion-resistant metal N-02 AIR SEALING DETAILS �� E �y P Y Z Flash al exterior openings and ail buldng corners with approved material to extend at least 4' Existing Structures Proposed Structures be responsible for the same and any indirect results of his action Do not alter sizes of members noted without approval of 6.Omissions: Architectural drawings p fir' Engineer. behind wag covering Cover all exposed plywood at banding comers with waterproof banding N-03 I JOIST DETAILS p V Q' ®� 71 BERGEN AVE TAX MAP D. 1000-113.00-0200-001003 wags and specifications shag be considered as art of the conditions for the work m o 1 In the event that certain features of the cons G. Built-up Beams: paper. Area(sq.ft) Area(sq.fir) MATTTUCK, NEW YOW M52 Z traction are not fully shown on the drawings, arrant national, state Q •x c� 1 Built-up beams or joists formed by a multiple of 2 x members shag be ntercornected as follows: 3. Step flash at al roof to wag conditions. Flash and caulk wood beams and other projections r c and local codes,ordinances, regulations or aCreements as well as arrant acceptable building practices shag _ d , # tL govern, and their construction shag be of the same character as for similar conditions that are shown or noted a. Members 9-1/4' and less n depth glue and Internal w/2 rows 16D nails at 12' o.c. staggered through exterior wags or roof surfaces. TOTAL LOT AREA 53,200 SINGLE FAMILY DWELLING ZONE-AC EXISTING PROPOSED C1 0 d O 7. The Architect will not be responsible for and will not have control over construction means, methods, b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with 1/2' diameter machine bolts at 4. Eave flashing shall consist of two layers of 15* as.f. cemented together In addition to required ty1 0� _ techniques, sequences or procedures, or for safety precautions and programs in connection with the work and will 24'cc. staggered nothing from the edge of the save up the roof to overlay a poet 24 inches aside the interior wag FIRST FLOOR - -1,841 MINIMUM LOT AREA (SQUARE FEET) 80,000 53.200 d r AZ , not be rem y p H. Cult' of Beams. Joist and Rafters: fine of the building. Table R30 .rJ SECS FLOOR - 1807 \ ��( S Nor ,tQ`;� responsible out for the failure of the Client a his contractors, subcontractors, a anyone performing any of the 1 Cutting of wood beams, joists and rafters shag be lirrfted to cuts and bored holes not deeper than V6 the C. Attic Ventilation s� 5 „ work, to carry out the work in accordance with the approved contract documents. depth of the member and shag not be located n the middle of V3 of the span Notch depth of the ends at the t Enclosed attic truss Minimum Uniform) Distributed Live Loads: MI�A�Uv1 WIDTH OF LOT �5' - spaces and enclosed roof rafters shag have cross ventilation for separate y - T15.0' ��b 8. Any and al drawings and specifications for sitework, pl►mbing supply a waste, electrical crcuitry,and heating, ATTACHED GARAGE 790 _ _ _,_____�' t,�=n member shag not exceed 1/4 the depth of the member. Holes bored or out into joist shag not be closer than 2 space with screened ventilating openings protected against the entrance of moisture and ran in USE LIVE LOAD DEPTH OF LOT 250' ventilating, fabricated trusses, and air conclitbo ng systems are not a part of the professional services provided to . _ z aches to the to or bottom of the joists and the diameter of the hole shag not exceed V3 the depth of the accordance with the WFCM, and NYS and local codes and ordinances. See details on p�ql�-Ep GARAGE - _ 304.0 O � w LLi the Client by the Architect unless included Linder their agreement. Any discrepancies with these documents by any joist of the above listed services as shown n documents prepared by others should be indicated in writing to the plst The tension side of beams, joists and rafters of 4 ndhes or greater nominal thickness shag not be notched architectural plans for locations and detail. - - _ ❑ except at ends of members. Uninhabitable attics without storage 10 psf ROOFED OVER DECKS/PORCFES 594 I lJlvl FRONT YARD DEPTH 60' 84.T Q w a_�, I o v Q Architect immediately. DIVISION 8- DOORS AND WIDOWS < W p z z IY L Pipes n Stud bearing Nais or Shear Nais: _3 Cc w z 0 �, Q 9.Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop drawings depth of the A. General Uninhabitable attics with limited storage 20 psf OPEN PORCH GREATER THAN 30SF - 46 MCI CORNER 2ND FRONT YARD DEPTH 40' - - = Q U z ` of all prefabricated components,orbs set to be retained b Architect, the other set to be retuned to contractor 1 Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the w F- w I- (� P y stud t Windows in buildings located in wind-borne debris regions (120 mph wind zone or with-n one m1e W > L� r-O � ❑ U Z after review. Items requiring shop drawings ndude but are not Felted to roof busses, floor trusses,stars, J. I3r' and Blocking of the ocean bay and sourx9 shag have glazed openings protected from wirxf borne debris or the Habitable attics and attics served with fixed stairs 30 psf ALL ACCESSORY STRUCTURES - - tu�AUM SIDE YARD WIDTHS, 20'/45' 354� � _ � � - cr W j p O (D = w cabinets,vanities, etc. Should the design a configurations of any prefabricated component be modified during 1 There shall be not less than one fine of n every t feet of span in floor, attic and roof framing. The building shag be designed as a partially enclosed building n accordance with the Building Code of construction from previously approved shop drawings, the Architect shag be furnished,prior to fabrication, with efY P a Balconies (exterior) and decks 40 psf TOTAL SQ. FT. - 4518 �Y ONE 1 (FEET)/COMBMED 56Cc .8'/922 ~ o Pz m w z O z d~n bridging shall consist of not less than one by three inch lumber double haled at each end or of equivalent metal New York State. Glazed opening protection for wind-borne debris shall meet the requirements of I- z O 0- D z wIr revised shop drawings incorporating the revision If the Architect is not provided with the above information, the the Large 1 Q Z) Q w LU bracing of equal rigidity. Mldspan bridging is not required for attic a roof framing where joist depth does not ge Missile Test of ASTMS 1996 and of ASTMS 1886 Fire Escapes 40 psf % OF LOT COVERAGE - 8.5% Muggy) REAR YARD DEPTH 75' - Dgg = Z O 9 I- w E5 w w client shag defend, itdemtity, and hold harmless the Architect from any Claim or suite whatsoever, inclyding but not exceed twelve Indies nominal. Block solid at al bearing supports where adequate lateral support is not otherwise xce tion �- ❑ ❑ -5 �H- - F U = Forted to, al payments,expenses or costs ncl►ded, arising or alleged to have arisen from prefabricated items. w O w w Q ❑ Q z LL provided Block al stud wags at maximum intervals of eight feet with minimum of 2 x sold material with tight joints. W� structural panels with a minimum thickness of 7/16 Inch (111 mm) and a maximum span of 8 Guards and handrails 200 psf 20% _ w �' Q O p 10. The conditions and assumptions stated in these specifications shag be verified by the contractor for MAX % OF LOT COVERAGE) 8.5% Q j Q do U) - Provide 2 x frestops at mid-point vertically of stud wag.Bridging as required by floor truss manufacturer's printed feet (2438 urn) shag be permitted for opening protection n one- and two-stay buildings. Panels w pr O z .� z ►- F- conformance to local codes and conditions.ri the event of a discrepancy between these specifications and local shag be precut to cover the dazed provided. Attachments shag Guard in-fill components 50 psf w w w z O Y O V ¢ co insttictions. pr ill openings with attachment hardware w a_ y Crmz codes a conditions, the contractor shag notify the Architect n writing of the discrepancy and special engineering Lintel Schedule: be provided in accordance with Table R3022A2 or shag be designed to resist the components MAXgvllJlvl HEIGHT (FEET/STORIES) 35'/2 V2 - `' OC requirements shag be applied to insure the bL#CkVs structural integrity. Passenger vehicle garages 50 psf �` v w U) } ui o � o� U 11 These requirements may be superseded by more stringent information contained within the drawings. t Unless otherwise shown, provide 1 Intel with 6'minimum bearing for each 4' of wall thickness. and Cladding bads determined in accordance with the provisions of the Residential Code of New wags. The more Z Lintel Schedule: York State. Rooms other then sleeping rooms 40 psf �u LL ~ w stringent shall be followed I= 5 Q O Ow Z stringent Soli conditions shag conform to or exceed the following conditions: Bearing Capacity. Min 2000 psf. field an Size of Member Z All windows shall have insulating glass, or single glass with storm windows a equal.Sizes from indicated on plans are nominal only.Bolder to a verified under all footings and reinforced slabs. Water Table. Mn Z-V below bottom of all concrete slabs and Up to 4'-0' 3 Yz x 3 Y2 x Y2 or 2-2x6 with window manufacturer to deteminne exact Sleeping rooms 30 psf 4'-T to 5'-0' 4 x 3 Y2 x �>G or 2-2x8 sizes, rough opening, eta At least one window fr from each bedron area shag have a net clear SIGN PLACEMENT: THE SIGN SHALL BE AFFIXED TO THE 6" DIAMETER footings. Footings, foundations, wags, and slabs shah not be placed on or in Marine Clay, Peat and other organic opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft) with a net clear height of 24% a net clear Stairs 40 psf ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE materials. 5'-T to 6'-0' 5 x 3 Y x Vie or 2-2x10 RESIDENTIAL STRUCTURE;PROVIDED HOWEVER THAT: IF opening width of 20',and a sill height of 44' or less above the floor for egress purposes. Glazing AFFIXING THE SIGN TO THE ELECTRIC BOX, OR IF THE UTILITY 4 Live Loads: Roof sf.Garage: Floor. 40psf (except sleeping rooms:30pres Exterior 40psf. Dead Loa60pds: Star Landings: 6'-T to 8'-0' 6 x 3 Xz x a 2-2x12 in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor,which PROVIDING ELECTRIC SERVICE DOES NOT ALLOW THE SIGN TO 40psf. Wind Load 15psf.Garage: 50psf.Max6nun foundation lateral pressure: 40psf. Dead Loads: 10psf.Decks: REFLECTIVE WHITE L. Plywood may be subject to frequent and recurrent accidental human impact shag be tempered as per BE ADHERED TO THE ELECTRIC BOX, THE SIGN SHALL BE 40psf. Attics without storage: 10psf. Attics with storage: 20psf. Guardrails & Handrails: 200psf. . STRUCTURAL & M.E.P. INFORMATION AFFIXED TO THE EXTERIOR WALL IMMEDIATELY ADJACENT TO 1 Ail plywood shag be Doug fir or equal lt shag be manufactured and graded in accordance with DOC PS 1-95 Residential Code of New York State and local codes and ordinances. 14. Bottom of footings shag extend below frost Fine of the locality and minimum 3'-O' below existing grade to for Construction and Industrial Plywood DMSIOIN 9- FI ISFES ITHE ELECTRIC BOX;AND IF NO ELECTRIC BOX IS undisturbed Sol or sal compacted to 95% dry density having a bad carrying capacity as specified in Note V, as Z Each plywood sheet shag bear the 'APA' trademark. IN ACCORDANCE WITH APPENDIX J OF THE 2020 NYSRC, THE ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR IF, IN CLASSIFICATION OF verified by a soils engineer licensed n the locality where project is being built. A rag THE OPINION OF THE AUTHORITY HAVING JURISDICTION, THE 3. AN end joints shag be staggered and shag butt along the center Ines of framing members. EXISTING ELECTRICAL SERVICE, HNAC SYSTEM AND PLUMBING THE STRUCTURE 1 All gypsum wallboard shag be installed in accordance with the provisions of the Residential Code ELECTRIC BOX IS NOT LOCATED IN A PLACE LIKELY TO BE 15. All foundation wag backfll under slabs whdire distance from edge of wag to edge of undisturbed soil exceeds 4. The face gran of the plywood shag be laid at right angles to the joists and trusses and paragel to the studs. of New York State and local codes and ordinances (as applicable). SYSTEMS HAVE BEEN INSPECTED AND TO THE BEST OF MY SEEN BY FIREFIGHTERS OR FIRST RESPONDERS, THE SIGN OFDTHE BCNYS 602 16'. but less than 4'-T, shag consist of deaR,porous, soli compacted n 6' layers to 95 X dry density or provide 5. Nais shag be placed 3/8'minimum from the edge of the sheets. The minimum nail penetration into framinng 2 Gypsum wallboard shag not be installed anti weather protection for the installation is provided KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGMENT MEETS OR SHALL BE AFFIXED TO A LOCATION APPROVED BY THE *4 rebar at Z-O' ac, T-T beyond edge of undisturbed soil and T-0'into foundation wag members shah be 1 V2' for Sd Haim and 1 3/8' for of naffs. AUTHORITY HAVING JURISDICTION AS A LOCATION TO BE SEEN p Storage should be in accordance with manufacturer's instructions. EXCEEDS THE REQUIREMENTS OF THE 2020 NYSRC AND ARE 16.Free draining granular badcfl (SM or better) shag be used against foundation wags consistent with the 6. AN floors shag be Waged as per navng schedule. BY FIREFIGHTERS OR FIRST RESPONDERS. REFLECTIVE RED architectural plans and related details. Equivalent fluid pressure of backfi not to exceed 40pcf (pounds per cubic a AN edges and ends of gypsum wallboard shag occur on the framing members except those ADEQUATE TO FACILITATE THE PROPOSED ADDITION AND M. Comer Bracing s which are endicxlar to the framing members. AN edges of gypsum wallboard shah be in THE SIGN SHALL BE STURDY, NON-FADING, PLANTONE #187 foot). If backffl pressures exceed 40pcf, then wags must be designed for actual pressures by a registered � PefP 9 9e gYPs ALTERATIONS AS DEPICTED ON THE CONSTRUCTION t Unless otherwise noted,brace exterior corners of budding with 1 x 4 diagonals, let into moderate contact except in concealed spaces where fire resistive construction is not required WEATER-RESISTANT MATERIAL, PROVIDED' HOWEVER, THAT A Professional Engineer loaned in the locality where project is being bull. DOCUMENTS. studs, or with 4 x 8 plywood sheet of thickness to match that of sheathing, a with 4. The sizes and spacing SIGN APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A 17.Unbalanced fl not to exceed T-T unless otherwise noted and substantiated by engneering calculations. p king of fasteners shag comply with the Residential Code of NYS and local PERMANENT NON-FADING STICKER OR DECAL metal strap devices installed n accordance naing schedule codes and ordinances (as applicable). TO THE BEST OF MY KNOWLEDGE, BEEF AND PROFESSIONAL 1 2 STROKE Backfil shag not be placed against wags anti slabs-on-grade and framed floss are in place and have reached Y �� 2 Lap plates at al comers. 5. Provide moisture resistant al cement board at tubs and showers as shown on details rh their design strength Proper precautions shag be taken to brace foundation wags when backflling. Where backfr �Y"' JUDGMENT I HAVE CONCLUDED THE STRUCTURE OF THE DESIGNATION FOR STRUCTURAL is required on both sides, backfill both sides 4nuttaneously. architectural drawings. EXISTING DWELLING IS STRUCTURALLY SOUND AND ADEQUATE COMPONENTS THAT ARE OF N. 'T 6 6 1 AN nai'ng shag comply with nakv schedules n WFCM,(see attached schedle) and al state and local bulding 6.Fire-resistive construction Garage ceilings and wags when adjacent to a dweling unit shag be TRUSS TYPE CONSTRUCTION codes, or maufacturer's recommendations. of rated construction according to the UL Des' TO FACILITATE THE PROPOSED ADDITION AND ALTERATIONS AS SIGN FOR RESIDENTIAL STRUCTURES pN 3 _CONCRETE g Design specified . the drawings when units are DEPICTED ON THE CONSTRUCTION DOCUMENTS. WITH TRUSS TYPE CONSTRUCTION, 0. File StoDorhdx designed under NYS standards as indicated on the drawings. (5/8' type X wags and ceilings) „ A. r t t Fro stopping shag be provided to cut off al concealed draft openings (both vertical and horizontaD with 2' F FLOOR FRAMING, INCLUDING PRE-ENGINEERED WOOD CONSTRUCTION J t The concrete properties shag be as follows: nominal lumber or 2 thicknesses of T nominal umber with broken lap joints or other approved material. LION 15-MECHANICAL GIRDERS AND BEAMS AND/OR TIMBER CONSTRUCTION 4 ftem l rh Comp, Strenath Mn. Agdxeoate size skim P. Alignment A. Heatna Ventilation and At Conditiorina "R" ROOF FRAMING 5 0 28 Days (PSD 1 AN rafters and joists framing from opposite sides shag lap at least six (3)inches and be nailed together with 1 All work shall be in fun accordance with all current codes and regulations of the governing "FR" FLOOR AND ROOF FRAMING NOT TO SCALE a Footing 3,000 Y' - T 4'T min. (3) 10d face nails. ( (see attached navng schedule for superceeding requirements) agencies. R il Slab-on-Grade Z50() Y2' - T 4'V 2 When framing end to end joists shag be secured together b metal straps. Z Mechanical subcontractor to submit W 09 Y P shop drawings indicating duct layouts, condenser location, Wags 3,000 V - T 4'Y2' 0. Partitions: duct sizes, etc. to Engneer prior to installation. Mechanical subcontractor to review structural z 1'- Garage Slabs & exterior slabs 3,500 Y2' -T 4' T w/5% t Generat shop drawings and notify the Engineer of any mechanical and structural and design intent conflicts air entrainnment a. Provide solid blocking at 4'-O' ac. between the joist and first Interior parallel joist prior to construction. .s Z Concrete work shag conform to al requienents of ACI 318 specifications for structural concrete for bindings. b. Spices of the top and bottom portion of double top plates must be staggered a minimum of 4'-O'. 3. AN work shah be done n a neat and workmanlike manner and so as to not needlessly hamper / 1 ,(O c. Spices shag occur only directly over studs. that portion of the work performed by others. 3. AN reinforcement, anchor bolts, pipe sleeves and other inserts shag be positively seared In place and located d Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer B. Plumbirxx according to the appropriate architectural drawings and details. licensed to practice in the jurisdiction where constructhn is taking I pr Iur' king place. One set of calculations to be provided 1. AN work shall be in fug accordance with all current codes and regulations of governing agencies. B. Reinforcing Steel to Engineer for approval prior to construction Z Al work shall be done in a neat and workmanlike manner and so as to not needlessly hamper i Q: t Reinforcing steel shag be intemnedate grade new billet deformed bars grade 60 conforming to ASTM& 615. e. Lap top plates at comers and intersections. that portion of the work performed by others. Welded wire fabric shag conform to ASTM A,185. See architectural drawings for sizes and locations. - o W 2 Bearing Walls supporting one floe or more: 3. Fumbling subcontractor to review structural and mechanical drawings and ratify the Engineer of uro N�� - � o g � J Z Detaing, fabricating and placing of reinforcement shag be in accordance with ACI-318-99 Manual of Bundnci a. Partitions must be constructed of minimum 2 x 4 studs spaced 16' oc. of type lmber specified any pkmbing, HVAC,structural and design intent conflicts prior to construction. I ` BROOKLYN TIMBER INVESTORS / / � ` ,`3s, ,Z / U Code Reakerrients for Structural Concrete NO PUB wWTER VAILABLE � w b. lt a double top plate of less than 2-2 x 6's or 3-2 x 4's is used floor jests shag be centered directly over ION E_ ELECTRICAL � o z I 3. AN reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two 0 inches clear � below be wag studs with a tolerance of ra more than T unless substantiated b e ° � " / � ► o.x 7 from outer face of element. Y n9in8efn9 1 AN work shall be n fug accordance with all applicable National, State and Local codes and shah I N - - 33 SO 1 W �0 00 a o �-+ a _ 11.1 r wz 4. The contracts shag ratify the building offloial at feast forty-eight (48) hours - - - - - - - - '�-� - - - ��- -g orty prior to each concrete par.No calculations.g Bearing stud wags must be sheathed with a mh'rrmxxn V2'gypstrrn board fastened accordrg to drywall �Pty with the requrements of the serving power and telephone comparmes. -7`' - - ► concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered prior to manufacturer recommendation. Z AN work shall be done n a neat and workmanlike manner and so as to not needlessly hamper 1�1 �h placement of concrete. No concrete shag be placed until all reinforcing has been installed by the contractor and R. Wood Roof Trusses: that portion of the work performed by others. / ,_ I , V a inspected by the building official or county approved licensed inspector. 3. Installation I DWI/ M Fir U r- t Tinter trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength / / 4 j � a 5. Minimum protective cover for reinforcing missal shag be as follows: a. AN equipment installed outdoor and exposed to weather shag be weatherproof. PROPOSED U.G.WATER r '' information (allowable bad per square inch or per nal, allowable edge distance, allowable end distances) bad test u a a. Foote 3' b. Bottom of receptacles and switches shag be located 5' above counter top unless otherwise � M SERVICE I � w N o Footings: data and other information as necessary shah be submitted to local authorities for approval prior to fabrication. \ I / / oO" b. Beams and colurns: 2' noted on drawings. O A I, o Each truss shag be secured at bearing with one 'rafter tie'metal type anchor at each end I a Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) a Receptacles shall be installed vertically at 1Z above finish floor and 1Z-T o.c. horizontally. Al ss O • I W Z Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design bads and to / 1* h � �� d Wags - 1 V4' at interior face: 3' at exterior face receptacles within 6'-O'horizontally of a sink lavatory or tub shag be wired to a ground fault y6 � � � •, include this information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie'type ,� / f 1 V M W C. Foundation: interrupted circuit. anchor and a scissos truss connector, 'Simpson'or approved equal, at the other end to tie down the truss � O Z � � rib 1 Footing depths are shown on the architectural drawings.Footings shall bear a mni mrn of T-O'into original d Wag switches to be 48' above floor. / `ti a, �, while perrrmitfng the truss to move outward without deflecting the wall. � 1 10' iN. �I undisturbed soli and a minimum of 3'-0' below finished grade. Where required, step footings to ratio of 2 horizontal e. All smoke detectors to be Fine voltage and wired n a manner such that the activation of one F- �" H to - 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shag verify all spans, OO ` 1\ -_ A to 1 vertical. will activate ail. Each floor level to have at least one smoke detector. Each bedroom to have its dimensions, heel heights,pitches, etc. Fabricator must submit two sets of component shop drawings and truss � ' l V Z Where conditions develop requiring changes in excavations, such changes shall be made as directed by the own smoke detects in addition to a smoke detects located in a hallway outside the bedrooms. MIN. H �, Engineer layout plan each sealed by a professional engineer registered in the jurisdiction where the construction is taking f. A Fore voltage carbon monoxide detector shag be located at each level of the dwelling , including 4' 3 5' °"SERVICE H 3. Al footing excavations shag be inspected by the building official or county approved inspector place, to Engineer prior to fabrication one for Engineer's records and one to be retired to contractor after LEGEND: es MIN pfbf t0 the the basement a cellar. �, PROPOSED TREE \ f �'• 4 eEDROO FE� �ijy• O � '^ � � � � review. CLEARING RESIDENCE W � "J / M W .� placing of any concrete. Same shag be given forty-eight(48) hours notice for this observation. PROPOSED BUILDING P I W 4. Truss shop drawings indicating calculations, loading load test data horizontal thrust and any other information © 2U'x4O* UNFINISHED - •4 01 4. Sol investigation and report Al earth work, compaction and supervisions shall be done according to the a x+o' BASEMENT / recommendations of the soil investigation report prepared by a licensed geotecrniccal engineer. Concrete slab and required shag be sealed by a professional engineer registered in the jurisdiction where construction is taking place PROPDrrr UNE a S'I U '"G F.F.-39.0 j' < (LP1 (�� Q d` Cn and be submitted to banding officials prior to fabrication. _k 5 ( 4f MIN. footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Engineer, In 5. Store muses above grade On wood sticking in such a way to prevent bending, warping a deflection of -11.0- EXISTING CONTOUR Z9 � \� ASEP e , / " f ' writing so that necessary structural modifications can be made. trusses oo o� PROPOSED CEN5 I/A TANK pg r a; 2' IN. \y 5. Slab-on-grade shall be 4' thick reinforced with 6 x 6 Wt4 x W14 WWF and shall be placed on 6 ITA vapor k. \ l DMC PROPOSED DISTRIBUTION/SAMPLING MANHOLE � barrier on 4' crushed stone. DIVISION 6-WOOD (CONTINUED) 2 p \ �r Minh DM 5, � I .� PROPOSED SANITARY CLEAN OUT ►, , 6.Slab at porches shag be 4' thick unless otherwise noted. 6. Roof Truss Bracing instal permanent bracing for al wood roof trusses as specified below. Follow al :� \ - 4r IN ,'1�_VQ 7. Instal anchor straps as per mfg. recommendations: 7 from corners and intervals as per plans. Mirinrxrrn -A- AS PER POSED PIPE FOR MANUFACTURER'S 'R•AIR BLOWER t^ PROPOSED FILTER w/ recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 Truss Plate AS PER MANUFACTURER'S REQUIREMENTS W \ GARAG CHARCOAL.FILTER 18'MIN. embedment for anchors shah be ass specified b manufacturer. BOVE GRADE, 38•MIN. P8 Y Institute, Inc.In -ar- PROPOSED O.H. ELECTRIC p 11 F.F.FF = .0 FROM MY WINDOW OR DOOR. 8.Beam pockets shag be famed into concrete wags to provide a continuous level flat sold bearing surface for ail a. Top Chord Plane: Property installed plywood sheathing with staggered joints and correct natirhg should -�- PROPOSED 2-1/2.0 HDPE VENT PIPE � / - PROPOSED FIUI CLEAN 4q beams• adequately brace the top chord plan. However, when gable end trusses are used,continuous 2 x 4 braces should ► "" COONTROL+LL PANEL IN be installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end i� PROPOSED SANITARY LEACHING POOL ^ ► PROPOSED,� DIVISION 6 - WOOD midspan between roof center-Fine and.wall on each side of center-Fine and at center One of roof. ; ; PROPOSED FUTURE EXPANSION SANITARY LEACHING PAL (� ! 5•_1- D vrl I rpm A Lumber Grade: American Softwood Lumber Standard b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. PROPOSED SANmARY PIPE -37-- ' ¢ Gradingshall comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. This brace should cross at least 4 adjacent trusses and terminate at the truss ridge. Sears nail this brace to \ � � f ty I �1 PROPOSED 10'm DRAINAGE STRUCTURE � � � � I M 1 Al lumber shag be, unless otherwise noted, No.2 grade. Douglas Fr-Larch with the following minimum structural al members it crosses. Instal this bracing at al gable or end wag conditions and at 14 foot minimum intervals 1 .-� �+« # / ---�- PROPOSED WATER SERVICE =1 � \ f values. throughout the truss system � / � a.Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI a Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three PROPOSED U.G. ELECTRIC SERVICE ► __361 \D // / - % b. Horizontal Shear. Fv = 95 PSI rows minimum mum are required located at the V4 points of the truss span Securely nail these braces to al 0. TEST HOLE LOCATION ► ___ 'I56/ m B \ ,-� / a Compression perpendloular to gran: FcL = 625 PSI members that it crosses. -0- UnL"POLE � � / \ ;DW3/ / [ 1111111% d. Compression parallel to grain Fc = 1300 PSI S. Wood Floor Trusses ® ELECTRIC METER e.Modulus of elasticity: E = 1600.000 PSI 1 Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. Al ® MAIL BOX / (D TE:LEPHDNE MANHOLE 1-1 / PRO MAC -R'AIR \ f. Moisture content 19% maximum. spans, joist depth and spacing to be verified by manufacturers. Shop drawings indicating calculations,loading,bad � CATCH BASIN \3 / BLOWER MODEL MACOORII / DMSION 6 _ WOOD(CONTINUED) test data and any other information required shag be sealed by a professional engineer registered in the � OVERHEID WIRES ' 36 r°NIARCOIRrE m ro�cO I Z Other species may be used provided substituted species shag meet or exceed requirements noted above. Jurisdiction where construction is taking place. Truss manufacturer shall verify al spans, dimensions, bearing - - - - - - - - - _ _ _ _ _ points spacing,etc. Fabricator must submit two sets of complete shop drawings and truss layout plan,each ° " r � --�- ► I / I 3.Moisture content: Al lumber 4' and deeper shag have moisture content not greater than 19%, air died Irrrber is sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to Engineer N 2> �3 SO W 304,Ot9� \ deuced but not necessary. Lumber may be kin dried, however drying process mist be slow and regulated to prior to fabrication, one for Engineer's records and one to be returned to contractor after review. \ I-, / I M cause a mirinrxm amount of checking comparable with air died stock. Z Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins toNVESTORS 6 4. Al exterior umber and lumber in contact Vrith masonry or concrete shag be pressure preservative treated in prevent exposure to the elements. Always store upright, especially'rf stacking BROOK����o � I'll /� accordance with AF&PA standards and stamped 'Grand Contact 0.40 lbs/cxblo foot'. UNDEVELOPED WATER AVAILABLE I[ 1 5. Grade stamps shah appear on al umber. 6. Store all lumber above grade and protect from exposure to weather. B.Fitch Beams: 1000-113.00-02.00-001.003 1 1. Flitch beams shag have a mrhimun fb = 15Ci00, E=114 with V2' bolts boated not closer than 2' from the top 1.21 ACRE and bottom edge unless otherwise noted There shag be a bolt top and bottom 2' from each end (see typical flitch plate bolt pattern detat 1 PLAN. C. Joist Harpers: SITE PLAN 1. Al puxlns, joists and beams not framed over supporting members shall be supported W 2 Joist hangers shall be prime quarity steel v4,kh conforms to ASTM-A525, min 22 gauge.Products acceptable \11-Li SCALE: T-W AN6 shag be Simpson, Kant-Sag, or equivalent. ALL OPERABLE WINDOWS WITH THE SILL WITHIN 2,f NOTES OF THE FINISHED FLOOR AND GREATER THAN 72' FROM THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING SHALL BE Symbol Note PROVIDED WITH AN OPENING CONTROL DEVICE THAT .2 m .2 a COMPLIES WITH SECTION R3122.2 AND ASTM F2090 Q PROVIDE R 18'x24' ACCESS AS PER NYS RESIDENTIAL CODE R4084 POURED CONCRETE STAIRS m } SAW-CUT AS REQUIREDCM4000 PSI 028 DAYS WITH 6X6 W.W.M. a � 2 HAND RAIL& STEPS TO NYS 1"ODE R31.7. MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER OVER WELL OVER W' WELL COMPACTED GRAVEL COMPACTED SOIL. TYP. � THE MINMUM HEADROOM N All PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED 30 VERTICALLY FROM THE SLOPED PLANE ADJOINM THE TREAD NOSING OR FROM THE FLOOR SURFACE CE LANDING 12'-91 B'-11' OR PLATFORM AS PER NYS CODE R311T2 ,-�• 2' R312.11 Wh ffiE REOULTED.GUARDS SHALL BE LOCATED ALONG OPEN­SIDED WALKING SURFACES.NX(AN 8' POURREDED C G STAIRS.RAMPS AM STAR CONCRETE ETE WALL a ® LANDINGS,THAT ARE LOCATED MORE TRAN 30 INCHES(782 MUD MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY PONT 3'-0' BELOW GRADE) P WITFN 38 NCFES(W W HORIZONTALLY TO THE EDGE OF THE OPEN 10'$ - TT-8' 8' 20'-2' SIDE INSECT SCF SHALL NOT BE CONSIDERED AS A GUARD. r- WINDOW U Q5 V4 HOUR RATED SELF CLOW,DOOR 10.5 S.F. 10.5 SF Q M THE NECHANCAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE 4'-4' 8' 3'-6 8 - - - - - - - - - - - - - - °0 8' 3'-0' 8' 8'-7' 6 &ITS ATTIC AREA WITH A 3/'4 FIR FIRE-RESISTANT ASSEMBLY. HATED GYPSUM BOARD ON WALLS. N Q co PROVIDE 5/8'TYPE'X FIRE - - - - - - - L N CF3.NG ON MECHANICAL ROOM SIDE - - - - - - ao u' r THE IEASTNG MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED STEP DOWN FOOTING Ic` Q7 BY THE NEW ADDITION&ALL NEW HEATING SHALL BE INSTALLED N ACCORDANCE WITH CHAPTERS 12-24 OF THE PESDE471AL CODE TO DEPTH OF BASEMENT ��• v 4X4 POST RBVAOVE EASTNG MASONRY CI•MNEY N ITS 64TRETY. FOOTING MAX 2 TO o FROM ABOVE Q 1 RATIO .m O O to (TYPICAL) PATCH AND REPAIR AS NECCESSARY. DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS I t•;. r . y . •• rr .' i • i Q9 PER MANUFACTURERS SPECFICATIOR1 PROVIDE FRESTOPPNG o 3'-5' 9'-2' 3'-8' • •: X + Z•� � • :y�"' . a .� , s► '�+• •w �O t,1� AS PER CURRENT N.Y.S. RESDENTIAL CODE N •rX4V 4 •t ce R1oo3.9 TERMINATION.CHLt•EYS SR4LL.EXTEND NOT LESS THAN 2 -- • ANGLE STEEL LINTEL ANGLE S LNTELGALV O y FEET(6tD L M)HIGI-M THAN ANY PORTION OF A BUILDING VNTFN ID ¢- %• '. .. >�• 42'-2' ® FIT ow k".BUT SHALT_BE Nor LESS THAN s FEET(s14 Mug ABOVE i L _-- �• THE HG ESr PONT WHERE THE CHM.EY PASSES THROUGH TFE ROOF. 28 cQ S I< CLOTHS DRYER TO BE VENTED DIRECTLY TO EXTERIOR. PROVIDE U a , BACKDRAFT DAMPER(AS PER N.Y.S.CODE M1502) \6!-6- ?IN v ` ��cr Q PROVIDE PLUMBING MAY AND FLOOR DRAIN BELOW WASHER i 3 I I I I Q •f� z - W - 13 ICE BARKER AS F'EFi CODE R905.12 -------- ------------ 7-----r •- -1 -----r - - --- - - - -- - - --------� 0 I +Rn' -• (3) 2 X 12 BEAM --- Z F W J .` o ALL VALLEYS.CHIMNEYS,SKYILIGHTS,EAVES AND RAKES TO RECEIVE �• • " •� •• t• *�`� •• ' M ;• + '' The glazed areas need not be ooenabie BEAM POCKET ••� � w 03 � � p U � 14 - -- ------- ------- >------a--- a-- 11 r----------- - -- W Z O 'STORMGUARD'LEAK BARRIER BY GAF'OR APPROVED EQUAL 'IF__ -_�--_- M POCKET where the ooeNna is not reaied by •_ - ll 0 u} . Q Z QMOISTUREmidwhokHhouse w } I= Q U Zo _ O CD DOORWAY(TYP) a 0 2x6 P/T SILL PLATE ON � �''° I I � �o PROTECTION ON -, '� I $^ W F= Q PROVIDE EXTERIOR LIGHTING AS F'EFt CODE R303 io ° TERMITE BEHELD W/ SILL NSULATbN' I . i Q PR TECTION ON N• Q I I 7 N � LL F- - p >- U Z J . ° I I , cD 1 OGD � W P. LANDING A SIDES, TYP. in accordance with Section M1505. ALL SIDES. TYP. I Z - • I ° '. & 5/8' DIA ANCHOR BOLTS W/ a °I I COO I p I v = F- w> O , . LLI w (n I I. d F W W20U- ULLLL 4 y 3'x3'x5/16' BEARING PLATE ® MAX . . I I '" TYPICAL FOUNDATION ---- • I o g O3 w M 2 0 z c I.- Q 36' O.0 (TYPICAL 1'L' FROM ENDS OF I I cn I < z L11O EL Z w SECTION AJ301 - REPAIRS AJ6018.1 Fro and Life Safety Protection-When interior alterations 4X4 POSTI I I r`w 10' POURED CONILiETE WA '4i Q Q Q U LU ° EACH PLATE SECTION) (EXTEND I ►�¢ W h rooms where Exoeotbn 1 Is satisfied AJ3011 Materials. Except as otherwise required) hereon, occur.or when one or more sleeping rooms are added or created h ABOV I d d � ° a d I '� - '`""' ;=W � KEYED T 24 FOOTING DEEP POURED � �W Z uJ �w HW- 0 Hw- Z _ ABOVE � ° � BOLTS MN. 7' INTO COMCRETD I t I � �, � and artificial ignt is provided that h CONCRETE FOOTING .• r---- � w O w J w Q � Q Z a work shall W done using Ike materials or materials pemvtted existing dwellings the individual dwelling unit shall be provided with I e' .�'° ° I X� ao � I w LL 0 � Q 1-- F- ►- O O REINFORCED W/ 0 *5 REBARS I Q > Q � (n - b this code for new construction. smoke alarms boated as req ked for new dwellings;the smoke i i ° a QJ ° ' d :° ° a T - dl,.r Ilsmnation of 6 footcandes(65 k>x) I Li_ D- Cr O z f Z 1-- alarms F- Y CONT. N FTG. (TO BE MR 3'-0' H= w O 1 O 1 Q U) AJ30111 Hazardous materials Hazardous materials no shall be Interconnected in accordance with Section R314.4. I i °. a d I --- r over the area of the room at a height I Zo Or- M T Y - W cc Exception:h other than bed and breakfast dwellings.smoke alarms h ° ° a i ° ,n c^y of 30 Inches(762 mN above the floor BELOW GRADE) I W CL cA = O Z O D>C longer pemdtted such as asbestos and lead-based pant. existing areas shag not be regked to be interconnected and hard I I °: d °' a I --- JUA) `o I U W cn ? w F- > w > w = shall not be used wired where interior wall or oeing fr&w are not removed to I I :i ° ° a I v ° ° ° d I 4X4 POST =. IT-6' 4'-3' 9' COoc p � LO= > Z U -- 1� I w 3 FROM s, I I � S < 0 0- CMWO L Z 0 AJ30112 Plurnbing materials and supplies. The following expose the structure. I I ° _ ° d: ° ° i •,< --- plumbing materials and supplies shag not be used AJ6018.11 Power Source-smoke alarms sing)be pemrtted to be C ° . ABOVE SLAB ON GRADE I' - BASEMENT 7X7 PSL NEW 3-V2' DIAL X ' Sin- ,r'. s'•►r _ - _ _ loin battery operated when installed in buioings without commercial power I I' � d ° . •d° PROPOSED. ° i. �{ I I1 AI-prapose solvent cement, uNess Isted for itle I >- I ' � ° . specific applcation cr an an-site electrical power system or n bug" where existing I ¢ I. ° e I I 0 1 �' X 11 � LALLY COL ON 36'X36'X12'D interior wal or calling hilshes are not removed to expose the I I . ° ° ° I (8'-0' CELNG) POST 2 Flexible traps and tallpieces, unless listed for the I I °. a I. I LVL FLUSH BEA w ® ® H-ROM FTG. W 2-*5 REBARS EACH I1 e ° a I I `L w d c�ra 4X4 POST specific application sAJ6018.12 Interconnection-Smoke alarm shall not be required to i i a ° J ° 4X4 POST •°�° rn• ~ ABOVE . I. Y WAY (TYPICAL) 3. Solder having more than 02 percent lead in the be Merconnected where battery operated alarms are pemfitte fitted ' i ® I ° ° r--6 - ,zh r- - - - r - -I r- - - - -I I - - - F : , d . ° I I I� - ROM I FROM ABOVE ABOVE repair of potable water systems. I I d ° PITCH'SLAB ° I I - I I I I I I I AJ3012 Water closets. Where any water closet is replaced I m I ° ° i I I (?� 1 X 14' LVL BEAM (?� 1 ' X 14' LVL BEAM (2) 1 ' X 14' LVL BEAM (?D 1 ' X 14' LVL BEAM ( 1 X 14'LVL B M (? 1 ' X 14' L BERM �) with a newly manufactured water closet. the rgAacernent __--__---. i ,� a: d ° MN Jfi' PER FOOT ° i °i I BEAM POCKET -- - ��I I- - - - -���� - - water closet shall comply with the requirement. of Section i' ° ! I I FROM POST V�VITAH MOISTURE C7 I PM2_ R905.12 loe barriers h areas Where there Fhas been a history I I ° o ° ° I I L - - - J L - - - J L - - - J L - - J L - _ - J I I .,v of Ice forming along the eaves causing a backup of ° 6J :° I WITH MOISTURE I I I I I I I Nt AJ3013 Electrical Repair or replacement of existing electrical water as designated h Table R3012(U,an be barrier shall i i ° ° i °' ° ' a 1 ti I PROTECTION ON r repair with Ike ma be Installed for Ili metal roof mineral I I ° ° ° °. N I ABOVE PROS ES, 1 P. '► 11 Rio cp ° ' ° I ALL SIDES, TYP. - I I wing and equipment undergoing ep alpha shingles shingles. I I e I T-6 12'-5i' 10'-6 6'-11 ' shall be permitted surfaced rol roofing,slate and slate-type shingles. I I & a TYPICAL FOUMATION: , Al. I 4 t 6'-11�' Exceptions: wood shingles and wood shakes.The ice bamer shall oondst I I i d d a 10' POURED CONCRETE WALL of not fewer than two layers of underlayment cemented I I d. 0 2x6 P/T S11 PLATE ON TERMT'E ( I a 1 Replacement of electrical receptacles shall comply +, I I h . °. , ° KEYED TO 24x12' DEEP POURED I I o together.or a self-adhering poymer�r,odred bihmen I co SHIELD W/ SILL INSULATION & 5/8' 4' P.0 SLAB WITH 6X6 1 I with the requirements of Chapters 34 through b 43. I a � CONCRETE FOOTING REINFORCED . '° � N• DIA. ANCHOR BOLTS W/ 3'x3'x//16' W W.M. ON 6 ML VAPOR sheet sing)be used h place of normal underleyment and I I a b 2 Plug fuses of the Edison-bass type shag be used for extend from the lowest edges of al roof sufaces to a point I I a W/ (2) •5 REARS CONT. N FTG I ! I =5 d .=� F- F BARRIER & 4' CLEAN replacements only where there is not evidence of not kiss than 24 hones(610 mm)inside the exterior wan ,� ' . a ° .(TO BE MR 3'-0' BELOW GRADE)° , I �! ti ® BEARING PLATE ® MAX 36' O.0 ° ° ° d • I 00 rn (TYPICAL 12' FROM ENDS OF EACH GRAVEL BELOW SLAB 5 overfukshg or tamperng in accordance with the line of the buidng.On roofs with slope equal to or greater d ;I 00 w ch �• 1 applicable requirements of Chapters 34 through 43. than 8 units vertical n 12 arts horizontal,the ice barrier ° . : a ° I 1 W r PLATE SECTIOND(IXTEND BOLTS MN BEAM POCKET shall also be applied not less than 36 hones CM min)measured 4X4 POST d . ° Cn 7' INTO CONCRETE) 3. For replacement of rwaourndng-type receptacles i i w zh • - ' with grounding-type receptacles and for branch circuits along the roof slope from the save edge of the buikfrng d . 2Y-0• : ° I I N WITH MOISTURE ci 4X4 POST FROM ° ' 8'- ' -4' TT- ' PROTECTION ON "' -� N �• I Exception:Detached accessory structures not containing .' I° a ° ' ' ' °° ,� ° I. i ALL SIDES. TYP. _,r •t I N that do not have an equipment grounding corxluctor ABOVE in the branch circuitry, the grounding condfioned floor area I I �4 ° , ° i ° °� d ° ° • ° i H® t ABOVE •~ 1 i PROP. conductor of a grourxng-type receptacle ourtl(►t shag I x P.T. D.J. be permitted to be grounded to any accesslbN3 I I COORDINATE ROUGH OPENNG ; ° °' d ' d I • I 4X4 POST I •�;'•• •_ '' • !' •• w d I . I �S ti _ dl,a 16' ® r poet I I a.WITH NEW FOUNDATION WALL ...' iJ I I FROM f+ - -- - ' w r 16'O.C. I co Y Y I I AND PROPOSED DOOR d ; aI s -- ABOVE-------------� --- i 7� Ili I on the grounding ng electrodes stem, or to an accessible I I -- �-- point on the grounding electrode conductor, as I } y r °• . a I, oallowed and described in Chapters 34 through 43. 13 i ° ° a '° ° ° ° ° i t s '• „Z l••• I i i 4X4 POT i 4'-3- 9' ----------- - tI I---''---------------- ------- I �' I `r' FROM TYPICAL GARAGE SLAB: i -�O� I ir• I LL I ° ° .. I ao I 11 I d i I a- I •' . • • .• •t v + ABOVE 5' P.C. SLAB W/ 6X6 10/10 WW� °o ��d I I •- t•(• . . ti 61 re I .• ' *6 REBAR 0 12' O.C. E.W. I I __ _-- __ ___ ti I . 4X4 BEAM KET POST d , I - --� --- --- -- I I : I qq I a 6 MIL VAPOR BARRIER ° ° I I �_ I FR WITH TUBE h .4' COMPACTED POROUS GRAVEL-FLL e . a . I } i P/T 2x8 LEDGER BOARD I 1 ABOVE PROTEC NON 1 .(95% WELL COMPACTED) ° W I SECURED TO HOUSE W/ o o i 20'-4' ALL SIDE , TV. I J• d ° d ° a J I "•I I r+n, V2' GALV. LAG BOLTS ® I I J ° ° 16' O.C. STAGGERED (SEE DETAIL D1-D2 SHEET A-08) i 11 02 4X4 POSTI I ° I • • • •d I • ' M n • (?�2x8 PT rn ° u I 6X6 ACO POST & 'F DIA _ _ •>Y7G �► H I a 80 -- ---- ---- '-- '-- -- FLUSH GIRDER ao u ° ° I I P.C. PER FOOTING MR 3'-0. --�---- -- --- - ------ -r ---- -- --- oo �� i i d a iJ ° ° a I I BELOW GRADE TO BEAR L'b- ---- ------vim-- a-.-=-a -- ---- -°- ----- a--- ----i I � I b I ON VIRGIN SOIL (TYPJ @i v ih iv F� v ' �' •«t rt= d �� ►'�• h> i. ,4Nel •t I (3)2x10 P.T. GRDER� N r L------------------------------ L---- -----I-----L-----1 H Q STEP DOWN FOOTING- N (3)2x10 P.T. GRDER (3)2x10 P.T. GIRDER (3)2x10 P.T. C-,FiDER (3)2x10 P.T. GIRDER = ' (3)2x10 P.T. GIRDER I N TO DEPTH OF BASEMENT - - - - - - '' - - - - ° FCX)TNGMAX2T0 °' -~- - - - - - - - - °' - - - - - - - - - - - - . .- b, -�., - - - - - - - - - - o' - -- - - - - - - -- - o - on 'n n - - - - - - - - - - - - ! Q o 1 RATIO 2X12 P.T. STRINGER 4' THICK CONC. SLAB 0 24' O.C. MAX I - - - - - - - - 0 B/O STRINGER WINDOW SCHEDU_E (f] Q azi ROUGH OPENING UNIT DIMENSION g T-� - IT-T TL'-10�' 12'-10�' LABEL QUANTITY MANAUFACTURER MODEL (W X H) (W X H) GLASS AREA VENT AREA REMARKS W rn A 2 ANDERSEN CX135 2'-8' X 3'-5 2'-7 X 3'-4 6.8 6.3 BASEMENT EGRESS WNDOWS B 4 ANDERSEN DH210410 V-0 �' X 5'-0 �' 2'-11 ' X 6-0 10•45 5•83 0 N BASEMENT ENTRY TEMPERED c� C 3 ANDERSEN (3DH)210410 8'-11 ' X 5'-0 8'-11 �' X 5'-0 �' 3135 17.49 - 22'-8' T-4' 13'-0' 10'-0' 22'-0' D 2 ANDERSEN AW251 2'-4 �' X 2'-4 �' 2'-4 ' X 2'-4 3.9 11 TEMPERED 75,-0' 1-01 E 1 ANDERSEN DH3032 3'-2 X 3'-4 3'-1 ' X 3'-4 6.87 3.85 - 5 F 1 ANDERSEN FWG60068 / 12'-5 X 6'- 8 12'-4 ' X 6'-7 58.07 20.85 TEMPERED G 4 ANDERSEN (2))H3046 6'-3 �' X C-8 �' 6'-3 ' X 4'-8 �' 20.62 115 - H 1 ANDERSEN AFFW6035 5'--M X 4'-2 5'-11 }' X 4'-2 20.8 ARCH WINDOW I 1 ANDERSEN DF12O210 2'-2 �' X 3'-0 �' 2'-1 ' X 3'-0 �' 3.68 2.18 - J 2 ANDERSEN DH310310 3'-11 �• X 4'-0 3'-11 • X 4'-0 �• 12-16 - PICTURE WINDOW, TEMPERED C K 1 ANDERSEN AW31 3'-0 X 2'-4 'tZ-'n X 2'-4 ' 52 14 TEMPERED 1 (FOUNDATION PLAN A-01 SCALE 1/4'=1'-0' rpm SECTION RaM SMOKE ALARM M 915 3 DETECTION LOCATIONS - - -- R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R3X R3142 LOCATOR S 40KE ALARMS SHALL BE INSTALLED N THE FOLLOWING �; �S€. -- - - -SYMBOL LEGEND NOTE: CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS RW11 LISTINGS SMOKE ALARMS% LLB.BE LISTED N ACCORDANCE WITH UL 27 COMBINATION SMOKE LOCATIONS ARCHITECT FIELD VERIFIED CONDITION O CONTRACTOR TO RE-GRADE EXTG WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE: CARBON MONOXIDE DETECTION DEVICE.. ALL CARBON MONOXDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONOXIDE ALARMS SI-MI BE LISTED N ACCORDANCE WITH uL 27 AND LL 2034. 1 N EACH SUNG ROOM SOL FOR BEARING CAPACITY OF ONE TON EMSTNG EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION ------THAT AVOID DEAD AR SPACES, TURBULENT` AP SPACES, FRESH AR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH R3%2 V+IERE REOUFRED.SMOKE ALA"SWILL BE PROVIDED N ACCORDANCE WITH TM SECTOR 2 OUTSIDE EACH SEPARATE sLE93FA AREA N TFE LMFEDIATE VICNTY OF 1t!E PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG WALLS TO REMAN RM21 NEW CONSTRUCTOR SMOKE ALARMS SHALL BE PROVIDED N DWELLING UNITS. BEDROOMS OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION RM2_2 ALTERATDNS,REPAIRS AND ADDITIONS,MTE ALTERATIONS,REPAITS OR ADDITIONS a ON EACH ADDITIDNAL STORY OF THE DVELLN .INCLUDING BASBENTS AID LEVEL BELOW BOTTOM OF FCX)TNGS. G.C. L 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVIL, REOLFUNG A PERMIT OCCLFL OR WHERE ONE OR MORE BLE93M ROOMS ARE ADDED OR CREATED N HABrrABLE ATTICS AND NOT NCLUDM CRAWL SPACES AND wNiAwABLP TO NOTIFY ARCHITECT F FELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. SWING DWHLNGS.THE INDIVIDUAL DWELLING t1MT STALL BE EQUFPED WITH SMOKE ALARMS ATncs.N DWELLINGS OR DMLNG UNTS W M SPLIT LEVELS AND WITHOUT ARE NOT C ONSISTANT THROUGHOUT BEARING WALL LOCATED AS REMIED FOR NEW DWELLINGS AN NTERVENNG DOOR BETWEEN THE ADJACENT LEVELS.A SMOKE ALARM 75 CFM FAN IXCEPTgJNt WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE ONION NS INSTALLED ON 7HE UPPER LEVEL%TALL SUFFICE FOR TFE AD,IACENr LOWER ENTIRE STTE(PLANS ASSUME A BEARING BRACED WALL FRAME/SHEAR 1 WORK NVOLVNG THE EXTERIOR S.FiFACES OF DWELLINGS.SJCH AS THE REPLACEMENT OF LEVEL PROVIDED THAT TFE LOWER LEVEL IS LESS THAN ONE FULL STORY CAPACITY OF ONE TON PER SO. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SIDING,THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS.OR THE ADDITION BELOW TIRE UPPER LEVEL.SMOKE ALARMS S•WLL BE INSTALLED NOT LESS EMSTNG FIRST FLOOR WINDOW © POST TERMINATION ODD N TABLE 602.10.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE E)SoFT FROM THE REQUIREMENTS OF THIS SECTOR THAN 3 FEET MU MUD HORIZONTALLY FROM THE DOOR OR OPENING OF A HEADER SIZES. MN. SIZE TO BE THS WOULD REDUCED BY THE ELIMINATION OF AN OTHE3RWISE REQUIRED DETECTORSECTOR PREVENT 2 q�A C� PLt�BNO OR MECFL4NCAL SYSTEMS ARE E�uPT � OF A SMOKE ALARMALARM Rr3>tFR ACTION Rs143 (2)2x6 UN.O. aiwffi HOLD DOWN SEE SNIT N-01 NEW P.C.ETD. WALL T.; ALL OPERABLE WINDOWS WITH THE SILL WITHIN 24' 75.5' a NOTES OF THE FINISHED FLOOR AND GREATER THAN 72• N FROM THE FINISHED GRADE OR OTHER SURFACE 32.1 LINEAR FEET SHEAR WALL REQUIRED N Q BELOW ON THE EXTERIOR OF THE BUS SHALL BE 42.3 LINEAR FEET SHEER WALL N 1 WITH Note PROVIDED W AN OPENING CONTROL DEVICE THAT M COMPLIES WITH SECTION R3V2 ND 2 A ASTM F2090 CS WITH HOLD DOWNS PROVIDED o Q Q PROVIDE My Wx24' ACCESS, AS PER WS RESIDENTIAL CODE R4084 3.3' 8.6' 6.9' 7.2 2.8' 5.0' 8.5' `M M E SAW-CUT AS REOLV Q HAND RAIL&STEPS TO NYS CODE R31111 ' SH.W. SH.W. SH.W. SHIM SH.W. SH.W. F SH.W. t MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER CS-PF. E CS-PF. K CS-PF. f CS-FF. Crt S PF.� CS-PF. CS-PF. THE MINIMUM HEADROOM N ALL PARTS OF THE STARWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED Q3 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM TH=FLOOR SURFACE OF LANDIN(' TS'-6' OR PLATFORM.AS PER NYS CODE R31t72 �� SHEAR WALL DESIGN AS PER WOOD R312.11 WHERE REQUIRE.GUARDS SHALL BE LOCATED ALONG 12'-9' 16'-Tl' 43'-10' 2,-0• FRAMED CONSTRUCTION MANUAL 2015 tL OPea-so®WAU04G SLFFACEs,14CLLUM STAIRS.RAMPS AM EDITION. 3.4.42 EXTERIOR SHEAR ® LANDINGS.THAT ARE LOCATED MIRE THAN 30 INCHES OW MbA MEASURE VERTICALLY M THE n_OOR OR GRADE BELOW AT ANY POINT 10'-8' 13'-0' 2O'-2' WALLS AND TABLE 3.17A WiT}N 36 INCHES(914 W HIOROONTALLY TO THE EDGE OF TIRE OPEN SIDE INSECT SCREENNO SHALL NOT BE CONSIDERED AS A GUARD. WINDOW WELL WINDOW WELL C0 � a 5 HOUR RATED SELF CLOSg JG DOOR 10.5 SF.SEE m 10.5 S.F. SEE N THEE ROOM SEPARATED THE SECTION PAGE " SECTION PAGE NEW HOEDOWN CONNECTION © & ITS ATTIC AREA WITH A 3/4 HR FIRE-RESISTANT ASSEMBLY. A-01 A-01 'SMPSONI t DU5. (TYP) co PROVIDE 5/8' TYPE W FIRE RATED GYPSUM BOARD ON WALLS, Lr CEILING ON MECHANICAL ROOM SIDE -- - - - 43'-0' THE DaSTNG MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED NEW SHEARWALL SEGMIE ET c 3'-T 9'-11' 3'-6' 6'-4' 10'-5' 15'-8' 10'-7' REQl,11EIRED•ITYPJ SEE SHEET N-01 FOR Q7 BY THE NEW ADDITION&AU'- NEW HEATING SHALL BE NSTAL.ED N HOEDOWN DETAILS ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE CRESS Q CRESS 4x4 POST TO REST (AREA SHOWN! HATCHED THUS, TYPJ -ON FOLMND. WALL REMOVE E)OSTNG MASONRY CI MNEY N ITS ENTIRETY. O WELL W O O WELL BELOW (TYP) PATCH AND REPAIR AS NEOMSSARY. td DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS (2 (2)2XIO HEADER Q9 PER MANUFACTURERS SPECIFICATIONS. PROVIDE FRESTOPPN(' N d N O O I pW O O 4x4 POST TO REST ON FOUND. x :�) 1 ' x 9 " LVL USH BEAM r AS PER CURRENT NY.S.RESIDENTIAL COD e CC a EL ch 2 � S v�j - WALL BELOW (TYP) - - - - - - - - O N -; DIRECT VENT GAS CC o V- R10M TERMNATION CFM#EYS SHALL EXTEND NOT LESS THAN 2 cn V - _ _ ci U o� � �� FIREPLACE BY'HEAT & GLO' "� o O FEET 061D MMD HICMER THAN ANY PORTION OF A BUILDING WITFN 1D (2) 1 HEADER (2) 1 ,�• X 11 Z LVL FLUSH BEAM U ® y ` _ ® FEET WO W.BUT SHALL BE NDT LESS THAN 3 FEET CM W ABOVE N Q 0 �T I 4 g• I w$2 � Lj co MODEL �6000a- �1 N d d � THE HOEST PONT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. ' UP Lu co KITCHEN DESIGN TO p ®• r _ _ _ (n T COORDINATE ALL io fs► n CLOTHS DRYER TO BE VENTED DIRECTLY TO D(TERIDR. PROVIDE q N EL +37 � DIN p N . BE APPROVED AND oo�Q I I I I O 0 ® I DIMENSIONS WITH BACKDRAFT DAMPER(AS PIER NYS.CODE M1502) v 4'-4' 8'-0' 3 °5? NATED BY OWNER a C\j I O I (2) 1 ' x 11 LVL FLUSH BEAM I N MANUFACTURERS SPECS �� - "i► Q PROVIDE PLLA 3M TRAY AND FLOOR DRAIN BELOW WASHER 2868 4 PROPOSED C.J. Q � �� I � I I 2X8 ® 16 0C 1� zip , w LLi Q ICE BARRIER AS PER CODE 13905.12 J L - - - J - - - H- � ' ~ o o HEAD - I F PROVIDE R-15 BATT ALL VALLEYS.ChiMrEYs,SKYLIGHTS.EAVES AND RAKES TO RECEIVE _ 0 2 RANGE I cti 1 ' x tt �' LVL FLUSH B M Uv/L1 F1.xBEAM LVL1 FL xBEAM CC � o w z O�, I Q z Q v v, w 0 Q L,e,� � �I I�HEN i 1 I� FAMILY RM. � I II INSULATION WITHIN THE J � '- o � O 'STORMGUARD'LEAK BARRIi BY'GAP OR APPROVE EQUAL Cn m F- a U z - CD FRAMING OF THE FIREPLACE m 9' CELNG I g � Jw > Op (DU z N O N d 4x4 POST TO Q3 T 9" CEILING w BOX AT EXTERIOR WALLS. SEE v w } O w z o CSC w L) Q PROVIDE EXTERIOR UGHTNG AS PER CODE R303 -?r REST ON o CC m = Cc U OC.'3 � W MOO FOUND. WALL a N. SHEET N-02 FOR AIR SEALING H- w m O u w F-- Q - - - - - - - - BELOW (TYP) �R �+ �' o Cl) INFORMATION o w c[ (� z cn < F3 < LL(09oL z --- _ wz O SECTION AJ301 - REPAIRS 0 (3)' t x 18' LVL BOTTOM FLUSH BEAM 3'-4' V-4' 2'-V 'C 3'-6' s' -i -5 t° I a F- 0 z p -5 U) � 0 II--U W - - - - - - fi I � ��_' J ~ 4x4 POST TO c- w0w wa � az (L AJ3011 Materials. Except as otherwise required herein, 4M I 1"_= cc ® 'y0D I I I = cn cc I- F- m H- work shag be done using Ike materials or materials permitted / - - - uu w r` - - - by this code for new construction w / - - - - - J J T w X REST ON Zo N w > a w O O 5' cn x X �- - - - FOUND. WALL U n- CC O z ,j z F- H- H- w ZO YOYa Cn O PITCH SLAB I w ISLAND (?D 1 ' x 1, BELOW (TYP) CC Y _ O CC AJ30111 Hazardous materials. Hazardous materials no W Q I / /I 02X6 HEADER U)�i "'°° °�'r X LVL BEAM U a Z) > U) H- w = longer permitted such as asbestos and lead-based paint, � � > I I / NUJ. Ys PER FOOT Q iGHD �REF _R o shag not be used J I / _8. X � X v 4'-3' 9' p = C��uuC Z u- c w Cc w 0 O AJ30112 Plumbing materials and supplies. The following ¢ W a I / _ 6 r `- 0 �'' � I- S a O w z tL z U plumbing materials and supplies shag not be used = cn I I / 4x4 POST I o _ r t All-purpose solvent cement, unless fisted for the U) Z III / FROM w� = r, 7X7 PSL POST CI � ,� I �" J LU specific application c� w H- I / ABOVE O N v 3 LVL1 F�L. BEAM x 11 � � TO REST COLUMN 0 ® � � 6'-7' 2'-T _ 4'-T (O C„ � ER � � 2 Flexible traps and tallpieces, unless listed for the = W p o�o co �'c , 1 `Q STEEL COLUMN ° J O PC specific application. LL_ p I I L` 2 5 `� FN 1ST FLR M BELOW w m 5/4 X 6' P.T. Q w a 3. Solder having more than 02 percent lead in the ~ W J �• C w oI � ® 3 EL +39.0 rep& of potable water systems. W r•I I �° �' O o o w x \ 02X6 (?� 1 x 11 ' LVL _(3) 1 x 11 ' LVL FLUSH BEAM_ (?� 1 x 11 ' LVL FLUSH BEAM I = Z AJ3012 Water closets. Where any water clotiet Is replaced Z = �,, (HIGHD - -- - io with a newly marufactured water closet, the replacement Q�Q _j l__ I I .- \ 4X4 POST TO 1 ' c 11 ' LVL FLUSH BEAM H-r I t1 .tea c� W H- 0 water closet shag with the requirements of Section LLi o Z.- I \ "a5' PANTRY REST ON STEEL w ® -' ilo o °, = LLI O COS' I R15 BATT INSULATION -2 ' 2'-9 ' � 9 ao � � cn w 0 z �r \ COLUMN BELOW \__4X4 POST TO REST ON STEEL r ° LL AJ3013 Electrical. Repair or replacement of existing electrical U I I \ 530 co 0 ►,� COLUMN BELOW X W Q O wiring and equipment undergoing repair with *,e material rn I I \ n Shag be permitted I \ ® THREE GAR ® I �N M 2468 < z = Exceptions: \ fb(o GARAGE ao cn 0 10o FAN.� D 'rat I Q J H- 1 Replacement of electrical receptacles shag comply •' I \ ti UJ ''°°I r I� Lu � CL. ABOVE � O W o 1 FIN GARAGE m 9' CEILING T__ r m U) (n z o� with the requirements of Chapters 34 through 43. I \ X r w 2468 j C U 2 Plug fuses of the Edison-base type shag be used for EL +37.0 \ DRYING � � FIN 1ST FLR w (D replacements only where there is not evidence of I I \ o g CELNG o 0 EL +89 0 R o v 9' ' I a overfusing or tampering in accordance with the L - - - - - - - - PROVIDE HEAT DETECTOR GE tD o X I BEDRWM T O 0 applicable requirements of Chapters 34 througfl 43. 4x4 POST TO EL +3722 0 3. For replacement of nongroundhg-type receiptacles Li AS PER R31423 � I 9' CELNG (� with grounding-type receptacles and for brani�h circuits M = 0- REST ON c�, g° 1 ® & I , \ ® I `� I O � FOUND. WALL ATTIC PATHWAY FOR SOLAR I � � Co � 1 � x T co rJ that do not have an equipment grounding conductor do V BELOW(TYP) ELECTRIC [T103.81 INSTALL 2' io r ;= LVL FL _ I V. in the branch circuitry, the grounding - - - - - - - - DIA VERTICAL SCHEDULE 80 BATH .� 2X10 HEADS _ _ _ _ _ conductor of a gro(rxfng-type receptacle outlet shag I i PVC CONDUIT, ROUGH ALL 9' CELNG - - - - - -- - be permtted to be grounded to any accessble point WALLS TO ATTIC, WITH N NFAN 1268 1268 00on the grounding electrode system, or to any accessible I i TEMPORARY PLUGS OR CAPS 100 _ M point on the grounding electrode conductor, as 11 AT EACH TERMINUS [E38OZ321 `P �"�' S'-0' S'-0' 4X4 POST TO REST allowed and described 'n Chapters 34 through 43. _ - - - - - --� - - - -� - - co z,� ON BEAM BLOW PROP SED (3) 1 ' x 18' LVL BOTTOM FLUSH BEAM 4x4 POST TO (ti 1 ' x 9 " LVL FLUSH BEAM 101-0' (j ' C.J. 2 o Li LL 7 M!o i j REST ON 0 1 �' x 11 LVL FLUSH BEAM o 0 16'0. . O- FOUND. WALL .-nr - - - - - - - - - - w I w cD L i = do SECTION R310 - I NOTE BELOW (TYP) O ~ co T ) C.> EMERGENCY ESCAPE AND RESCUE OPENINGS I X \ THE GARAGE SHALL BE SEPARATED cU a0 P CLOSET o ® 4 R310.1 Emergency escape and rescue opening requi-ed I I as,e �� -; FROM THE RESIDENCE & ITS ATTIC V-T 6'-T � (��0 2068 9" CELNG 0 N v o S4 Basements,habitable attics and every sleeping room shag 0 AREAS WITH A 3/4 HOUR have not less than one operable emergency escape and rescue a o Z0 FIRE-RESISTANT ASSEMBLY. PROVIDE -4' 12'-2' opanhp.Where basements contain ore or more sleeping I .. \ o ® 5/8' TYPE 'X' FIRE RATED GYPSUM U CL rooms,an emergency escape and rescue opening tit al be g required in each sleeping room Emergency escape and rescue - - - - - - - - 0 oo BOARD ON WALLS. CEILING ON U openings shag open directly Into a pubic way.or to a O N GARAGE SIDE & V2' THICK TYPE 'X', (D COVERED (ti2X10 HEADER yard or court that opens to a public way. U_ NGYPSUM BOARD INSTALLED ON x _ _- _ --- _ U Exception Storm shelters and basements used only to - a? OPPOSITE SIDE OF WALL 5/4 X 6' P.T. N PORCH O -- FLUSH GIRDER g bo a house mecharrcal equipment not exceeding a total floor AJ6018.1 Fire and Life Safety Protection-When Interior alterations < (2 N EEC PANEL. DECKING area of 2-00 square feet(16.58 m2). occur.or when one or more sleeping rooms are added or created In V ® HEADER FIEApER 6'-0;1 ExceptionWhere the dwelling or towrrnouse is equipped with an existing dwe&V%the Individual dwelling unit shal be provided with N F i automatic spfikler system Installed h accordance with Section P2904, smoke alarms located as required for now dwellings;the smoke --- - sleeping rooms h basements shag not be required to have emergency alarms shag be Interconnected In accordance with Section R314.4. 13'-6' T-3�' escape and rescue openings provided that the basement has one of Exception:h other than bed and breakfast dwellings smoke alarms In O O ~ Ln the following existing areas shell not be required to be interconnected and hard PROVIDE REVERSED SPACE N N +'- (?�2X10 HEADER �(?a2X10 HEADER (?�2X10 HEADER (2)2X10 HEADER (2)2X10 HEADER rT7 w o Y 21 One means of egress complying with Sacrtion R311 and wired where Interior wall or ceing firishhes are not removed to SERVICE PANEL FOR FUTURE SOLAR 02XiO HEADER ah � i-+�-I n Ln � one emergency escape and rescue opening. expose the structure. ELECTRIC INSTALLATION [T103.91 H 22 Two means of egress cornplyhg with Section R31t AJ601&11 Power Source-Smoke alarms shag be permitted to be % r h `� RM11 Operational constraints and opening control battery operated when Installed in buildings without commercial power V devices. Emergency escape and rescue openings shag be or an on-site electrical power system,or In bugdngs where existing 5'-1T 10'-0' m �/ CIS operational from the inside of the room without the we of Interior wall or calling finishes are not removed to expose the ^ m a� keys,tools or special knowledge. Window opening control structure. devices cornplyIng with ASTM F 2090 shag be pemdtted AJ601&12 Interconnection-Smoke alarms shag not be required to ,,,1 Q for use on windows serving as a required emergency be interconnected where battery operated alarms are pemrttedtted, 2T-10' 9' T- 1T_1T 1T-T �'"'4• 7-"'dam escape and rescue opening C'3 R3102 Emergency escape and rescue openings.Emergency ] E cn escape and rescue openings shall have mniri m dimensions W . as specified h this section R31021 Minimum opening area Emergency and R9O&'L2 Ice barriers.h areas where there has been a history U escape rescue openings shag have a net dear opening of of'Ice forming along the eaves causing a badw of not less than 5.T square feet(0.530 m2).The net dear water as designated In Table R3012(1), an Ice barrier shag open9ng dimensions required by this section shall be be Installed for asphalt shingles,metal roof shingles,mheraF obtained by the normal operation of the emergency escape surfaced roll rooffg,slate and slate-type shingles. 22'-8' T-4' 13'-0' 10'-0' 22'-0' and rescue opening from the Inside. The net dear height wood shingles and wood shakes.The ice barrier shag consist opening shag be not less than 24 hcimes (610 mm) and the of not fewer than two layers of underlayment cemented net dear width shag be not less than 20 inches (5W min) together.or a self-adv ft polynner�fied bitumen 76-0' Exception Grade floor or below grade openings shag sheet shag be used h place of normal uunderlayment and have a net clear opening of not less than 5 square feet extend from the lowest edges of al roof surfaces to a point (0.46,5 rrO. not less than 24 Inches(610 nm)inside the exterior wag 4.8' 7.0' 14.2' 4.2' 4.8' 10.4' 3 R31022 Window am height Where a window is provided the of the building.On roofs with slope equal to or greater �j as the emergency escape and rescue opemg,it shag than 8 units vertical In 12 arts horizontal,the ice barrier SH.W. SH.W. SH.W. SH.W, SH.W. SH.W. have a air height of not more than 44 hchss OM mm) shall also be applied not less than 36 ices(914 m�measured CS-PF. CS-PE. CS-PF. CS-PE. CS-PF. CS-PE. above the floor.where the air height is below grad).it along the roof slope from the save edge of the building i F 75.0' F- i shall be provided with a window well h accordance wfth Exception Detached accessory structures not containing Section R31023. conditioned floor area 32.1 LINEAR FEET SHEAR WALL REQUIRED � ' 45.4 LINEAR FEET SHEER WALL CS WITH HOLD DOWNS PROVIDED I FIRST FLOOR PLAiV A-02 SCALE: 1/4'_-T-0' SECTION R314 SMOKE ALARMSiNYI g153 DETECTION LOCATIONS - R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. R314.3 LOCATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWNG `Lug.. W� SYMIBOL `EWND ! NOTE: CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R3%11 LISTINGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WiTH UL 217 COMBINATION SMOKE LOCATIONS: ARCHITECT FIELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE EXTG. WALLS TO BE REMOVED ------REQUIRED BY THE MANUFACTURER OF TIE CARBON MONOXIDE DETECTION DEVICE. ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 27 AND UL 2034. t N EACH SLEEPING ROOM SOL FOR BEARING CAPACITY OF ONE TON EXISTING EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION R3142 WHERE RE0JRE.SMOKE ALARMS SHALL BE PROVIDE N ACCORDANCE WITH THIS SECTION. 2 OUTSIDE EACH SEPARATE SLEEPING AREA N THE IMMEDIATE VOWN OF THE THAT AVOID DEAD AR SPACES, TURBULETIT AR SPACES, FRESH AR RETURNS, OPEN WINDOWS, HNAC DUCTS, CLOSED DOORS, AND OTHER SUCH PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS IXfG. WALLS TO REMAIN R31421 NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDE N DWELLING UNITS. BEDROOMS MIN. 6' CLEAR FROM BOTTOM OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE .S A CONFLICT BETWEEN THE LOCATION R31422 ALTERATIONS,REPAIRS AND ADDITIONS WHERE ALTERATIONS,REPARS OR ADDITIONS & ON EACH ADDITIONAL STORY OF THE DWELLING NCLwNG BASEMINTS AM LEVEL BELOW BOTTOM OF FOOTINGS. G C. ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, REQUIRING A PERMIT OCCUR,OR WI-ERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT Namm CRAWL SPACES AND UNNHAwABLE TO NOTIFY ARCHITECT F FELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTNE SHALL GOVERN. EWTNG DWELLING .THE NDMDUAL.DWELLNG LINT SHALL BE EQUIPPED WITH SMOKE ALARMS ATTICS.N DWELLINGS OR DWELLM UMiTS WITH SPLIT LEVELS AND WITHOUT ARE NOT CONSISTANTf THfl0UGH0UT BEARING WALL ?� LOCATED AS REQUIRE FOR NEW DW9LNG.T. AN WEIVBNNG DOOR BETWEEN THE ADJACENT LEVELS.A SMOKE ALARM 75 CFM FAN AR EXCEPTIONt WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTIONS: INSTALLED A THE AT T LOWER SHALL LSLSUFFICE FOR THE ADJACENT ORYLOW ENTIRE S[T OF ON S ASSUME A BEARING �� BRACED WALL FRAME/OD A t work NvoLVNG THE ExtsaoR SURFACES OF DwaLIN(�s,SUCH AS THE REPLACEMENT OF LEVEL PROVIDE THAT THE Lowey LEVEL S LESS THAN ONE FULL sroRY CAPACITY OF ONE TON PER SQ. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SIDING,THE ADDITION OR REPLAcaeNr OF WINDOWS OR DOORS,OR THE ADDITION BELOW THE LIPPER LEVEL SMOKE ALARMS SHALL BE INSTALLED NOT LESS EXISTING FIRST FLOOR WINDOW ® POST TERMINATION OUTLINED N TABLE 602.10.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE 2 OFINS A PORCH R THE,ALTERATION OR REPAIRS OF�1 �OR MECHANICAL SYSTEMS ARE�pT THAN 3 0 TTIi(SIR CONTAINSBATHTUBLFROM�v�uHR OPENING S THIS OF A HEADER SIZES. MIN. SIZE TO BE 46 HOLD DOWN SEE SHT N-01 REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR FROM THE REQUFDAE S OF THIS SECTION PREVENT PLACEMENT OF A SMOKE ALARM REQUIRE BY SECTION M.& 02x6 U.N.O. NEW P.C.FIND.WALL NOTES J M d\1 " O Symbol (Vote N Q N PROVIDE MN. 18'x24' ACCESS AS PER WS RESIDENTIAL CODE R4084 } SAW-CUT AS REOUIR® 51.2' N HAM RAL & STEPS TO NYS(WE R3nT 11.1 LINEAR FEET SHEAR WALL REQUIRED � � • MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER 34.1 LINEAR FEET SHEER WALL THE MNMUM HEADROOM INALL PARTS OF THE STAIR'NAY 9Q o SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED CS WITH HOLD DOWNS PROVIDED Q3 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF LArIDNG 1.9, 2.9' 91 8.2' 11.4' NOTE- OR PLATFORM AS PER NYS CODE R3tt72 R3fzv MERE REQUIRED.GUARDS SHALL BE LOCATED ALONG 'SH.W. SH.W. SH.W. SH.W. SH.W. ' SHEAR WALL DESIGN AS PER WOOD OPEN-SDI WALKING SURFACES,NCLUDNG STAIRS,RAMPS AM IICS-PF,. CS-PF. CS-PF. CS-PF. CS-PF.LANDNGS,THHAT ARE LOCATED MOFE THAW 30 NCHES CM MHMo E , FRAMED CONSTRUCTION MANUAL 2015 m MEASURED vERTi ALLY To THE FLOOR OR GRADE BEIDW AT ANY POINT " EDITION 3.D T EXTERIOR SHEAR n' Wln•ra 36 NafS UM MMD HORIZONi ALLY To THE EDGE OF THE OPEN WALLS AND TABLE 3.17A g SIDE INSECT SCRB3-NCR SHALL NOT BE COiJSDERED AS A GIARD. 73'-6• � 5Q HOUR RATED SELF CLOSM DOOR Q THE MECHANICAL ROOM SHALL_ BE SEPARATED FROM THE RESIDENCE N Q &ITS ATTIC AREA WITH A 3/4 FIR FIRE-RESISTANT ASSEW61_Y. 22'-3' 18'-2' 3'-0' T-7� 3!-5• 6-2� co PROVIDE 5 X' FIR/8'TYPE' E FATED GYPSUM BOARD ON WALLS, NEW HOLDOWN CONNECTION N CEILING ON MECHANCAL ROOM SIDE. 'SMPSON' HDU5. (TYP) Q THE EXISTING MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED j 7 BY THE NEW ADDITION & ALL NEW HEATING SHALL BE INSTALLED SHEARWALL SEGMENTS c ACCORDANCE NTH CHAPTERS 12-24 OF THE RESIDENTIAL CODE S REQUERED.(TYP) SEE SHEET N-01 FOR REMOVE EEATNG MASONRY CHIMNEY N ITS ENTIRETY. 6-0• 6-0• HOLDOWN DETAILS }/a► ® PATCH AND REPAIR AS NECaSSARY. r---------------------------- --------------- --------------- ------------------------------- -------- ------------- (AREA SHOWN HATCHED THUS. TYP) DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS �9 PER MANUFACTURERS SPECFII:ATIONR PROVIDE FRESTOPPNG 3'-0' 6'-9 • 3'-0' I j AS PER(XJRRBVT hIY.S.RES[ENTAL CODE I O 3'-4t 3'-4t I .er .,c 0 Z R1=9 TERMy4TIOR CHMNEYS SHALL EXTEND NOT LESS THAN 2 r - ------ -- FEET OM MMo HIGHER THAN ANY PORTION OF A B()LDNG MM 10 i T-Ot 4'- i O ® FEET cHo4s W.BUT SHALL BE NOl'LESS THAN 3 FEET(91a Mtr9 ABOVE I e (2)2X10 HEADER O I y d 2 THE HIGHEST FONT VAUE THE CI-I&EY PASSES THROUGH THE ROOF. I CLOTHS DRYER TO BE VENTEI) DIRECTLY TO EXTEIRIOR PROVIDE -0 • 3'-0 • 2-6' 2'-6' I ty Of BACKDRAFT DAMPER(AS PM NLY.S CODE M1502) N I (?J2X10 HEADER \ ��s S• H� cJ�Q'�d PROPOSED C.J. T LL- / a ® PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER i O i OK 2X8 a 16' .C. ' I IL -----L------------------------ (2)1 'X 9 ' LVL BOTTOM FLUSH BEAM " ` 8 M _ " cfl C D O w ui Q ICE BARRIER AS PER CODE R9O5.12 I -----_ - -- I �{_ � J ' � O ---------------------------- --- - - -- - - ---, I I ZWM D- L V Q (2)2X10 HEADER ALL VALLEYS.CHIMNEYS SKYL)GHTS,EAVES AND RAKES TO RECEIVE , 2 I a C I CC � o � 'STORMGUARD•LEAK BARRIER BY'GAF•OR APPROVED EWAL I Q O� _ BEDROOM DC ; CL p = Za U z _ a 0 Q PROVIDE EXTERIOR LIGHTING AS PER CODE R303 ; 4 LANDING co 5 I Q NN.I. 8' GEEING I? > too6AN A i own ~ EL E- Wp U Z in CLOSET °g MASTER 0'ITI ' = EL o- D W>o O 0 Cc w I - ---- �._ 8' CEILING BATi,H N 3, ., i ; is l- � M w M Z O W Q SECTION AJ301 - REPAIRS 3'-4' 3'-4' OFM9 v v i---- ~ Z 0 W O W'�i' Y-0' 3'-0• 7-0' 2468 -? 8' CEILING �- a p AJ3011 Materials. Except as otherwise required hereh ffi O Q W Z Lu � ~ >J H- Z = work steal be done us Ike materials or materials permitted Q a [n o`° 0D I O W a = a z n- in9 permitt � � , o ® T-3' 6'-0' I p coW Q > a Q U) m U)0 0 by this code for new construction. LO BATH IL 0 u O- EL O Z -j Z H- H- �- Iv I O°0 LU I- W ZO YOYa Cf) AJ30111 Hazardous materials. Hazardous materials no Er CEILING ;n ® N > p W Y w Li- tr i= nz > CC longer permitted such as asbestos and lead-based paint p �y LL o ' d ° w a- U) =O Z O 0- p w a b g co g d w 0 U) > W > > W = steal not be used cfl ' Q CL. `O� LU J O H Cc a O LL z� �() U AJ30112 Pl rnbing materials and supplies. The following Z) � W dA C) plumbing materials and supplies steal not be used -j 3� 4068 a ti� a o --- > = LL W O ~ w 1 Ai-purpose solvent cement, unless listed for the Elf 3: > 36' STUD WALL p® i Q w a specific application. O 2868 r --------� �, a w (n 2 Flexible traps and tailpieces, unless listed for the J W a ?n Ili ATTIC SE€ SHEET1I 28ss i Z a w a :-� 0 `� E Wx54• A-0s;A CORRIDOR ® ® 8' CEILING �� � ' IL- Specific � � application 'S = U ti 8'-0' NG co ',ACCESS. DETAIL 1 ', ® �' i o w w O 3. Solder having more than 02 percent lead 'n the Z d I ,- l I co repair of potable water systems. ED Q 1.- (2) 2X8 FLUSH BEAM 0 2X8 FLUSH BEAM i (n L- p ch = LU AJ3012 Water closets. Where any water closes; is replaced � LLI LLd O - _ (2)1 tX 11 t LVL BOTTOM FLUSH BEAM _ (2)1 �'X 11 t LVL BOTTOM FLUSH BEAM (2) 2X8 FLUSH BEAM I _r with a newly manufactured water closet, the replacement �"� 2 36' HANDRAL I w w 1. 2 water closet steal comply with the requirements of Section cb C) BONUS b 3 �; ag W.I. ; 4 2 LL Z = P2903.2 Ell Q O A 0• LAUNI Co CLOSE I J H AJ3013 Electrical Repair or replacement of extisting electrical Z = � ROOM ® IL_ 4 d� N 8' CEILING. ( I I r wiring and equipment undergoing repair with Ike material J � 2'-0' 2' cti � Z N do C7 = co O o O ® 10'-0' CEILING 'ui O 8' CEILING I d w ch shall be permitted Q cm O N � i N F U J U Exceptions: Z N Cn '� Q ?U I 00 i Replacement of electrical receptacles shall c(xnply U v - - o AN � v o El - with the requirements of Chapters 34 throtJgh 43. D ' OPEN M -; MASTER j (j E C° 2 PW fuses of the Edison-base type shall be used for m Cj Q BELOW U o � o00 replacements only where there is not evidence of BEDROOM O Lu b I o BEDROOM I co w o0 00 I ® o overfusing or tampering n accordance with the ,N o P °x° ow$9 9' CEILING 0D N do N I applicable requirements of Chapters 34 through 43. a t XCAD 8' CEILING 0 (L car 0 0 ` ® o 3. For replacement of nongrou nding-type receptacles �11��JJ" '� 0 O�N 0 N N with grounding-type receptacles and for branch circuits S W.I. a o r that do not have an equipment grourmdng conductor L� Be ; Q in the branch circuitry, the grounding N _TZ� a CIAS`ET ,n (2)2XIO HEADER conductor of a grounding-type receptacle outlet shall C) 9 CEILING 2468 - 8 �G I 18' � be permitted to be grounded to any accessible point U O ' on the grounding electrode system, or to any accessible O ' point on the grounding electrode conductor, as .-,�, .�,�, I ;n Glowed and described in Chapters 34 through 43. (2)1 'x 9 ' LVL BOTTOM FLUSH BEAM (?�1 X 9 ' LVL BOTTOM FLUSH BEAM I , PROPOSEf�� ch M ._,�, ��P�E�� � I v W 2X8 0 16'0.C. 2X8 o 16'0. 8' CEILING i �A SECTION R310 Ws- O O EMETiGBJCY ESCAPE AND RESCUE OPBJN(PS R310.1 Emergency escape and rescue opening required j Basements,habitable attics and every sleeping room shall 6'-T 6'-T 5'-0' 5'-0' __-----6'-8t 6'-8t 2'-10 • 2'- i not less than one operable emergency escape rind rescue ------'------------------- have I operft Where basements contain one or more sleeping 2T-10• T-4' 12'-2' 10'-0' '-5 • 5'- ' rooms,an emergency escape and rescue opening shed be required n each sleeping room Emergency escape anJ rescue I I I I I openings steel open directly into a tx� way,or to a I L------------------------------------------ I yard or cart that opens to a pubic way. I (� --------------- Except=Storm shelters and basements used only to I I� house mechanical equlgrient not exceeding a total flax AJ6018.1 Fro and Life Safety Protection-When interior afteratlons area of 200 square feet(18.58 tn2). occur, or when one or more sleeping room are added or created in j � a ExcepbmVtere the dwelling or townhouse is equipped with an existing dwellings, the individual dwelling urt shall be provided with I �j automatic apfikler system installed In accordance with Section P2904 smoke alarms located as required for new dwe&W.the smoke sleeping rooms In basements shall not be required to have emergency alarms shall be interconnected in accordance with Section R314.4. escape and rescue openings provided that the basement has one of Exception:in other than bed and breakfast dwefngs smoke alarms In the following: existing areas shall not be required to be interconnected and hard (n ,n A ti 21 One means of egress complying with Section R311 and wired where Interior wall or ceilingfi nishas are not removed to Flal W N o �+ one emergency escape and rescue opening. expose the struchre. p�z 07 22 Two means of egress complying with Section 8311 AJ6M&11 Power Source-Smoke alarms shall be permitted to be A 0 R310.11 Operational constraints and opening control battery operated when Installed In bull" without commercial power °J devices.Emergency escape and rescue openings shall be or an on-site electrical power system or In buidngs where existing operational from the nskda of the room without the umre of interior wall or ce"finishes are not removed to expose the O 7�j M keys, tools or special knowledge. Wholow,opening control structure. devices complying with ASTM F 2090 shall be permitted AJ6018.12 interconnection-Smoke alarms shall not be required to for use on windows servN as a required emergency be ntercorrmected where battery operated alarms are pemrttedrttnsd escape and rescue opening. 22'-8' T-4' 13'-0' 19-0' 6-2� Q U R3102 Emergency escape and rescue openings.Emergency escape and rescue openings shall have mEnmm dimensions as specified in this section R3102.1 Mnimm opening area.Emergency and R905.12 Ice barriers.In areas where there has been a history escape rescue openings steel have a net dear opening of of ice forming akxg the eaves causing a badccp of U � not less than 5.7 square feet(0.530 ffO The net dear water as designated in Table R30taD.an Ice barrier shall 11.2' 5.6' 6.3' 6.0' 2.3' opening dmensons required by this section shall be be installed for asphalt shingles,metal roof shingles,mirw& C\ normal obtained by the operation of the emergency escape surfaced ml roofing,mete and slate-type shingles SH.W. SH.W. SH.W. SH.W. SH.W. and rescue opening from the inside.The net dear height wood shingles and wood shakes.The Ice barrier shall consist opening shall be not lass than 24 inches(610 mm)and the of not fewer than two layers of uxderlayment cemented CS-PF. CS-PF. CS-PF. CS-PE. CS-PF. net Gear width anal be not less than 20 inches(508 min). together.or a self-adhering polymer-rnodfied bitumen 51.2' Exception:Grade floor or below grade openings shall sheet shall be used in place of r rd nderlayment and 11.1 LINEAR FEET SHEAR WALL REQUIRED have a net dear openirg of not less than 5 square fret extend from the lowest edges of all roof surfaces to a point (0.465 rrm2). not less than 24 Ind»s(610 min)inside the exterior wall ' 31.4 LINEAR FEET SHEER WALL R31022 Window all height Where a window is provided line of the buildrg. On roofs with slope equal to or greater as the emergency escape and rescue opening,it shall than 8 urns vertical in 12 units horizontat the Ice barrier CS WITH HOLD DOWNS PROVIDED have a sill height of not more than 44 Fmohes(1M Turn) shall also be applied not less than 36 inches(914 mrN measured i above the floor;where the sill height Is below grade,it along the roof slope from the save edge of the building. t she]be provided with a willow well In accordance with Exception:Detached accessory structures not containing Section R31023. conditioned floor area 1 SECOND FLOOR PLAN �O3 SCALE 1/4'=1'-O' SECTION RM SMOKE ALARM DM 915.3 DETECTION LOCATIONS RM1 GENERAL SMOKE ALARMS SHALL COMPLY WRH WPA 1'2 AND SECTION R3% R314.3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOLLOWING NOTE NOTE:- SYMBOL LEGEND Nam: CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECFED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS RM11 LISTINGS SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WfTH UL 217.COMMATON SMOKE LOCATIONS ARCHITECT FELD VERFED CONDITION OF CONTRACTOR TO RE-GRADE EXTIi WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE. ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN LOCATIONS AND CARBON MOVE ALARMS SHALL BE LISTED IN ACCORDANCE VM LI 2TT AND(1L 2034. 1 IN EACH SLEERNG ROOM. SOIL FOR BEARING CAPACITY OF ONE TON EMSTNG EARTH. PITCH AWAY O SNGLE & MULTIPLE STATION ------THAT AVOID DEAD AIR SPACES, TURBULENTr AIR SPACES, FRESH AIR RETURNS, OPEN WINDOWS, HNAC DUCTS, CLOSED DOORS, AND OTHER SUCH RM2 M311E FEOUSED SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WiTH THIS SECTION P- OUTSIDE EACH SEPARATE SUING AREA N THE MATE VICNTY OF'TfE PER SQUARE FOOT AND WATER TABLE FROM THE: HOUSE MANTA14 SMOKE ALARMS EXTQ WALLS TO REMAIN OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION R3142.1 NEW COi EM:WTION SMOKE ALARMS SHAM_BE PROVIDED IN DWELLING LINTS BEDROOMSR31a22 ALTE RATION%REARS AND ADDITIONS.WHEFE ALTERATIONS,REPAIRS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF THE DWELL G,INCLUDING BASEMEM AND LEVEL BELOW BOTTOM OF FOOTINGS. G.C. MN 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECFED BY THIS CODE AHED THE LOCATION REQUIREMENTS SPECFED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, RE0U1tJG A PERMIT OCCUR OR WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT NCLWNG CRAWL SPACES AND LI NiAINTAELE TO NOTFY ARCHITECT F FELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. EXISTING DWEEUX38.THE INDIVIDUAL DWELLING UNIT SHALL BE ECUIPPED WiTH SMOKE ALARMS AT=N DWELLINGS OR DWELLING UNITS WiTH SPLIT LEVELS AND WRHOUT' ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS RECURED FOR NEW DWHINGS. AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE&ARM ENTIRE SITE.GIAM ASSUME A BEARING 75 CFM FAN EXCEPTKH WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE DO LEMCEPTIOM PR ID D T ATLIP THE LEVEL R SHALL SUFFICE LE FOR TIE ONE FULL rt LowaH NOTE BRACED WALL FRAME/SHEAR EAR t wORa(NvavNG THE ExTralIOR SURFACES OF DwalUNx�s.SUCH AS THE REPLACEMENT OF LEVER..PROVIDED THAT THE LOWER LEVEL B Less THAN ONE NUJ_STORY CAPACITY OF ONE TON PER SQ. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFNG OR SIDING,THE AM ON OR REPLACEMENT OF VA NDOWS OR DOORS,OR THE ADDITION BELOW THE UPPER LEVEL SMOKE ALARMS SHALE.BE INSTALLED NOT LESS EXISTING FIRST FLOOR WINDOW © POST TERMINATION OUTLINED N TABLE 60210.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE EMPT FROM THE REOUFEMNM OF THIS SECTION THAN 3 FELT MU AMID HORmONTALLY FROM Ti-E DOOR OR OPENING OF A SHOWER UNLESS THIS VVOLILI) HEADER SIRS MN SIRE TO BE REDUCED BY THE ELMNATION OF AN OTHERWISE REQUIRED DETECTOR 2 OM INSTALLATION.R�rsEMBITS OF TI REPAIRS SEC la E sysTa+s ARE EXEMPT PPRREVENT PLACEMENT OF A sMAOKE A�LARM�REOLISED B SECTION R314.a 02x6 U.N.O. HOLD DOWN SEE SHT N-01 NEW P.C.FPD. WALL ALTERATION OR -�- NOTES Q co Symbol Note N 1 PROVIDE Mi l Jrx24' ACCESS AS PER NYS RESIDENTIAL CODE R4084 ku } N SAW-CUT AS REOURED � Q HAND RAIL& STEPS TO NYS CODE R3tt7. � S, • MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER �++ THE W"HEADROOM N ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 NCI-ES MEASURED 3Q VERTICALLY FROM THE SLOPED PLANE ADJONNG THE TREAD NOSING OR FROM THE FLOOR SURFACE OF LANDING OR PLATFORM AS PER NYS CODE R31t72 R=tl WHERE REOLIRED.GUARDS f ALL BE LOCATED ALONG OPENF WALKING SURFACES,NCLIJDNG STARS,RANDS AND Q LArDNM THAT AM LOCATED MORE THAN 30 NCI ES IM Mug MEAMIED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT p wn-iJ 36 NO ES MU MM)HORIZONTALLY TO THE EDGE OF THE OPEN SIDE NSECT SCREEI�NG SHALL NOT BE CONSIDERED AS A GUARD. w O5 HOUR RATED SELF CLOSENil3 DOOR U) uNi THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE m N © & ITS ATTIC AREA WITH A 3/4 HR FIRE-RESISTANT ASSE IVBLY. CD PROVIDE 5/8' TYPE 7P FIRE RATED GYPSUM BOARD ON WALLS, N CEILING ON MECHA14CAL ROOM SIDE Lr C . THE EASTNG MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED Q7 BY THE NEW ADDITION &ALL NEW HEATING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTEPS 12-24 OF THE RESDENTWL CODE. 121 REMOVE E ASTN M G MASONRY CHIMNEY N ITS ENTIRETY PATCH AND REPAIR AS NECCESSARY. DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS C�U Q9 PER MANUFACTURERS SPECIFICATIONS. PROVIDE FRESTOPPNG o AS PER CURRENT NY.S RESIDENTIAL CODE Q U)o Q Q in �`� e= .4C 'L MM TERMNAUX CFMEYS SHALL D(TBND NOT LESS THAN 2 O leV O ® Cr. EL FEET(610 M W HG-E R THAN ANY PORTION OF A BULDNG WITHN 1D o T F — — — — — — — — — — — — — — — - �,, c 0 ® FEET(3048 MM) BUT SHALL BE NOT LESS THAN 3 FEET G%MM)ABOVE ® aC N QI PROPOSED R.R. PROPOSED R.R. I ® O x y \ 2 THE FIOFEST FONT WHERE THE CHIMNEY PASSES THRO(M THE ROOF. LL a N d �0 CLOTHS DRYER TO BE t(AS PBD DRECTLCY TO EXTERIOR PROVIDE I PROP ED C.T. I I- — — — — O— — — 2X10 ® 16'O.C. 2X10 ® 16'O.C. 13 •� � . ODE M1502) 12 PROVIDE PLUVBNG TRAY AND FLOM MAN BELOW WASHER I 2X4 ® 48'O.C. i i � K n ® Z ;i Q ICE BARREFt AS PER CODE R'905.12 Q r — — — — O P L — — — —1 0- � J 1 W uj 0 Q Q Q U 14 I LU U 2X8 ® 16'O.C. CEPROPOSED R.R. z U w ALL VALLEYS,CHIMNEYS SKYLIGHTS,EAVES AND RAKES TO RECEIVE 'STORMGUARD'LEAK BASSES BY'GAF OR APPROVED EQUAL g ozL F wZp �� Q U z - O Q PROVIDE EXTERIOR LIGHTING AS PER CODE R303 T0 I , I w O w I. Q 2 LOU >'�~ Z LU Q W o � I G U I � w ~ w �01:L Q ��- Q ox ® I � I ® Qgw� � � zwz Er SECTION AJ301 - REPAIRS AJ6018.1 Are and Life Safety Protection-When Interior alterations BEARING WALL BELOW (L`� I v d(J I � Z 8 o � LU 0 r-jHw- pU W AJ3011 Materials. Except as otherwise requkecl herein, occur,or when one or more sleeping rooms are added or created In F- — — — — — — — — — — — — — — — — — — — — — I m d I PiJ O w J w Q Q Z LL work shall be done using Ike materials or matewlals permitted existing dwellirw the Individual dwelling ur t shall be provided with o co o in L w Q ~ F- m ~ O O by this Code for new Construction smoke alarms located as required far new dwellings the amoke I L — — — J kin ® �T — — — — — — � w Q > Z Q � Z� � H- AJ30111 Hazardous materials. Hazardous materials noll ith I a: o-o o- aC or: > 11- motion:h other than bed t and breakfast�dweinps awake a4lanns In CrU O r p� � I � LL� Y �� ►-' � longer permitted such as asbestos and lead-based pant, existing areas srhei not be required to be htenxxrmected and hard I °C O o Y o Y Q Cn O a N a N I Q O w j z shag not be used wired where Interior wall or calling fhishhes are not removed to l�r AJ30112 Pl rnbi materials and lies. The folio w r $ Q O a Z Cc Z U ng supp wing expose the structure. pa ® o Z I = Z 0 OC w CC w O plumbing materials and supplies shall not be used: AJ6018.11 Power Source-Smoke alarms shall be permitted to be I O o Q 1 All-purpose solvent cement, unless listed for the battery operated when Installed In buildings without corrrrwdal power I Ta N a @� I specific application ,or an ort-site electrical power system, or In bukings where existing O o 2 Flexible traps and talpieces, unless listed for the interior wall or ce&V finishes are not removed to expose the I a N specific appication structure. I 0 Uo AJ6018.12 Interconnection-Smoke alarms shall not be required to Ci c j I PROPOSED R.R. 3. Solder having more than 02 percent lead n the be Interconnected where battery operated alarms are pemitteditted I 2X12 RODE BEAM o� 2X72 RIDGE BEAM Q� I 2X8 0 16'O.C. LU repair of potable water systems CONT. RIDGE VENT AJ3012 Water closets. Where any water closet is replaced I a ® CONTNJOUS RIDGE VENT a ® v with a newly manufactured water closet, the replacement I 0 o X O X o I�� � water closet shall comply with the requirements of Section C5 0 a k" a N Pi,� 2X12 RIDGE BEJ M P29032 R905.12 Ice barriers.In areas where there has been a history I 0 0 O ® COAT. RIDGE ENT of ice forming along the eaves causing a backup of I 2X12 RODE BEAM w C° AJW13 Electrical Repair or replacement of existingelectrical °d X eP Plo water as designated En Table R3012(1),an ice barrier shall Wiring and equipment undergoing repair with lice material be Installed for asphalt shingles.metal roof shingles,mineral- I CONTNUOUS RIDGE VENT O a N I shall be permitted surfaced roll roofing,slate and slate-type shingles, I N �0 Kj Exceptions: wood shingles and wood shakes.The Ice barrier shall consist a O o of not fewer than two layers of underiayment cemented I o cD o C° 1 Replacement of electrical receptacles shall comply together,or aself-adhering polymer-rtadfied tritunen o ® 00 with the requirements of Chapters 34 through 43. I sheet shall be used In place of normal urhderlayment and a. EL o aC O 2 Plug fuses of the Edson-base type shall bs used for o o replacements where there a not evidence of extend from the lowest edges of all roof surfaces to a point I it x \, - gP �Y not less than 24 Indies (610 m J inside the exterior wall I n-`� "ro overfusing or tampering lo accordance with the IIne of the bu lkft On roofs with slope equal to or greater LU applicable requirements of Chapters 34 through 43. than 8 units vertical In 12 units horizontal.the be barrier I O X (� 3. For replacement of nongrouldng-type receptacles shall also be applied not less than 36 Indies(914 mrW measured I Q Nwith grounding-type receptacles and for branch circuits along the roof slope from the save edge of the building.that do not have an ment conductor Exceptiorc Detached accessory structures not oontaiingh the branch circuit , the conditioned floor areaIry groundng oconductor of a grounding-type receptacle outlet shal I o ZowT L i- - - - - - - - - - - - - -be permitted to be grounded to any accessble point o 0 'Q'on the grouhdmg electrode system, or to anycaccessrble oo I I PROPO /�point on the grounding electrode conductor, as; I PROPO ED C.T. aallowed and desonbed ih Chapters 34 through 43. — — _BEARING WALL BELOW n — — — — — — — — — — — — — — — — — — 2X4 ® 48'O.C. 2X4 ®PROPOSED R.R.PROPOSED R.R. QI IQ SECTION R310 2X10 ® 16'O.C_ — — 2X10 0 16'0.C. — — J L — — — 2X10 ® 16— — — ® 16'— EMERGENCY ESCAPE AND RESCUE OPE NW ® 14 R310.1 Emergency escape and rescue opening required Basernents,habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue PROPOSED R.R. opening. Where basements contain one or more sleeping �, 2X8 ® 16'0.C. rooms,an emergency escape and rescue opening shall be required in each sleeping room Emergency escape and rescue openings shai open directly into a pubic way,or to a yard or court that opens to a pubic way. C> Exception:Storm shelters and basements used only to 0 O CU U Muse mechanical equipment not exceeding a total fk)or w S2 0 F-1 area of 200 square feet M58 m2). ® w D p `*400 Exceptiort'Mwe the dweing or townhouse is equipped with an Q 0-oo O automatic sprinkler system installed In accordance with Section P2904. Q N p ao z ,, C sleeping rooms In basements shall not be required to have emergencyQ a N r h escape and rescue openings provided that the basement has one of 9 V r- the following Q ,W/ ~ `1 21 One means of egress complying with Section R311 and �T1 Uj Ln one emergency escape and rescue openimaLn 22-Two means of egress complying with Seclion R311. Q o 0 R310.11 Operational constraints and opening control devices.Emergency escape and rescue openings shag be operational from the inside of the room without the use of keys,tools or special knowledge.Window opening oo*ol C Z devices complying with ASTM F 2090 shall be permitted for use on windows serving as a required emergency, Q escape and rescue opening U „ R3102 Emergency escape and rescue openings.Emergency F� v escape and rescue openings shall have mimimn cinkxhslons W as specified In this section R3102-1 ihYrnm opening area Emergency and escape rescue openings shall have a net dear opening of not less than&7 square feet(0.530 m2).The net ckmar opening dimensions required by this section shall be obtathed by the normal operation of the emergency imscape and rescue opening from the Inside. The net clear height opening shall be rat lass than 24 inches(610 min)and the net dear width shall be not less than 20 inches(50S mEI. Exception Grade floor or below grade openings shall have a net dear opening of not less than 5 square feet (0.465 m2). R31022 Window si height Where a window Is provided as the emergency escape and rescue opening,it stud have a sill height of not more than 44 inches MO mm) 1 above the flow.where the all ROOF PLAN height is below grade,it shall be provided with a window well In accordance wfth Section R=2.3. A-04 SCALE 1/4'=1'-O' rn SECTION R3W SMOKE ALARMS W 915.3 DETECTION LOCATIONS R .1NAL SMOKE ALARMS SHALL COMPLY Wmi WPA 72 AND SECTION RI314. RMS LOCATION.SMOKE ALARMS SH N ALL BE INSTALL® THE FOLLAI M N01'E SYMBOL LAND NOTE' 314 (E � MP CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECFED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.11 LJSTNM SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WrrH LL 217.COM9NATION SMOKE LOCATIONS: ARCHITECT FELD VERIFED CONDITION OF CONTRACTOR TO RE-GRADE _ _____ EXiG WALLS TO BE REMOVED - REQUIRE D BY THE MANUFACTURER OF THE: CARBON MONOXIDE DETECTION DEVICE. ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN LOCATIONS AND CARBON MONOXIDE ALARMS SHALL BE LISTED N ND ACCORDANCE WITH LL 2Q A LL 2034. t N EACH SLEEPING ROOM SOIL FOR BEARNG CAPACITY OF ONE TON EXISTING EARTH PITCH AWAY ® SNGLE & MULTPLE STATION - ----- THAT AVOID DEAD AR SPACES, TURBULENT AR SPACES, FRESH AR RETURNS, OPEN WINDOWS, HNAC DUCTS, CLOSED DOORS, AND OTHER SUCH RM2 WHERE REOIJHE> SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SECTION. 2 OUTSIDEEACH SEPARATE SLEEPING AREA N THE IMMEDIATE VICNTY OF THEPER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS E XrG WALLS TO REMAIN R3t421 NEW CONSTRUCTION.SMOKE ALARMS SHALL BE PROVIDED N DWE LNG UNITS BEDROOMS OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. WHERE THERE IS A COINFLICT BETWEEN THE LOCATION RW22 ALTERATIONS,REPASS AND ADDITIONS WHERE ALTERATIONS,REPASS OR ADDITIONS a ON EACH ADDITONAL STORY OF THE DWE LLM NCLLANG BASE MEM AND LEVEL BELOW BOTTOM OF FOOTINGS. G.C. MR 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRl1CTI0N REQIJREMENTS SPECIFIED BY THIS CODE AND TiE LOCATION REQURRENTS SPECIFIED BY TiE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, RE LFiNG A PERMIT OCCUR.OR WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT NCLIAI•Ki CRAWL SPACES AND UNNiABiTABL.E TO NOTIFY ARCHITECT F FIELD C010TIONS OF NEW SONG TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. EJOSTNG DWEIAI S.THE INDIVIDUAL DwaLM LINT SHALL EE EOLJPPED WITH SMOKE ALARMs ATTICS.N DW EIINGS OR DWELLM UNITS WITH SPLIT LEVELS AND WITHOUT ARE NOT CONSISTANT THROLI 40LJT BEARING WALL LOCATED AS RiEQIJIRED FOR NEW DWa111M AN NTERVB"DOOR BETW®4 THE ADJACENT LEVELS,A SMOKE ALARM ENTIRE SITE.(PLANS ASSUME A BEARING 75 CFM FAN EXCEPTION: WHERE SECTIONS 915.3 THROU(iHi 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTIONS: WTI ON THE�+����FOR THE ARACENr LOMM �T�' BRACED WALL FRAME/SHEAR 1 WOW INVOLVING THE B(TERIOR SURIFACFS OF DW9.LNOS,SUCH AS THE REPLACEMENT OF LEVEL PR OVUM THAT THE LOWER LEVEL S LESS THAN ONE FLU STORY CAPACITY OF ONE TON PER SO. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARE30N MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQIJRBvENTS OF SECTIONS 915.3.1 THROUGH ROOFNG OR SDNQ TIE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS,OR THE ADDITION BELOW THE UPPER LEVE3_SMOKE ALARMS SHALL BE INSTALLED NOT LESS EMSTNG FIRST FLOOR WNDOW ® POST TERMINATION OUTLINED N TABLE 60210A 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK.ARE E)OFT FROM THE RIEOtJRaeffS OF THIS SECTION, THAN 3 FEET MU AMID HOFO NTA LY FROM THE DOOR OR OPDW OF A HEADER SIZES. MIN. SIZE TO BE HOLD DOWN SEE SHT N-01 REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 INSTALLATION,,ALTERATION OR REPASS OF RIM"OR MEaifwcAl sYsrals AFHE t>�uIPT BATHROOM THAT CONTAINS A BATHTUB OR sHDWea t1NLESS THIS WlOILD NEW P.C.FTD. WALL T— FROM THE REOURE ENTS OF THIS SECTION. PREVENT PLACStENT OF A SMOKE ALARM RE0J RED BY SECTION R31 A O?-x6 U.N.O. TYPICAL ROOF CONSTRUCTIM Q ASPHALT ROOF SHINGLES (COLOR & J STYLE TO BE CHOSEN BY OWNER) e m 30+ ROOFING FELT. W� o V2' CDX PLYWD. SHEATHNG. N 2x10 ROOF RAFTERS 016' O.C. o N 0 Va HARDIE BOARD FASCIA BOARDS SEAMLESS ALUM LDRS. & GUTTERS _8 -PITCH_ 8 PITCH ML +- VENTING SOFFIT E (D a T/O RIDGE _ t5 — g � HP WNDOWS & DOORS BY 'ANDERSEN' Q W/ MIN. DP35 RATING OR EOUAL W/ 3• N TRIM (TYP) \ (O TYPICAL EXTERIOR WALL CONSTRUCTION: HARDE BOARD SIDING, (COLOR AND STYLE c+� SELECTED BY OWNER) 'TYVEK' HOUSE I WRAP WITH V2' CDX PLYWD. SHEATHING. �Q 2x4 STUDS ® 16' O.C. O O O W/ R-15 KRAFT FACED BATT NSUL R-3 ? CONTINUOUS RIGID FOAM INSUL CO) TYPICAL ROOF O STRUCTION: o ASPHALT ROOF SHWMES (COLOR & Q o Z STYLE TO BE CHOSEN BY OWNER) 0 y 5 0 LAYERS OF 300 ROOFING FELT. � ti 2� O AM PITCH V2' CDX PLYWD. SHEATHING. d' °� AZ ao _ 3 V2 2x8 ROOF RAFTERS ® 16' O.C. �( 's N 9 .�Q'•, T/0 Fq4. BONUS ROOM ui �- 1 = 0 J O QWm mac` , � C) ao = goZ . Q o 'U DECORATIVE PERMACAST w OCOLLMlS z o > v Z a Oc Oc TO E CHOSE BY OWNER ~ o2 - w1rz02 ~ Q QZ —(DCLZ) zwz Cc O O LLJ Li IP0ZQ � 0P � P0 = � F- � ZO (nWW- U) o 0wQ > ' Qcn (n 1268 68 YOYQ (n12 w m aw ZZ -5 aC > E-Ll T/O FQq. GARAGE v w �' w _ } � } co U WCL M ZO = GRAL37.0' � SZdLl- om- zFz � I I TYPICAL FOUNDATION 8' POURED CON3ETE WALL L 1 I KEYED TO 16'X8' DEEP POUREDCONCRETE TING I' - RENFORCEDF Wes/ 0 •5 REBARS - I I CONT. N FTG. (TO BE M 3'-0' - I I BELOW GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 0 m 1 FRONT ELEVATION LL A-05 SCALE V4'=T-0' �A Z 0 T/O RIDGE 12 8 PITCH W PIT U T/O PLATE � z v � D � W � co c CD s -15 12 M P - Ili PITCH 4 Gj a v �., T/O FN. 2nd FLOOR 12 — —e 3 V2 PITCH Tro I-�•�1 W .04 U 04 M O O O i-• D } LLI 1°vx w Z T/O FK BONG AOOIA CC o p cr- LLI T/0 FIN. 1st FLOOR. O O o EL 39.0' 0cc, 20'-0" • 4 0- T/O FM aVVM O 0 ' t1 0- GRADE EL 87° � I I I I I I 3 FRONT ELEVATION SKY PLANE SCALE V8'=T-O' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 RIGHT ELEVATION A-05 SCALE 1/4'-T-O' Q T/0 RIDGE N 0 O , N N m w $ T/0 PLATE o •� a FTN CO K N 12 bo J c�a N Li C) T/0 N. 2nd FLOOR. PITCH Q <ce c 3 V2 EL lei ci 0 y � •( N'J , F7 00E 1 w o Q :1E AL _1L :1EO Qwm �� to o Q C IL0[ Eod W 0 � ao aoz Q 0 w �OEuZgo�COc- D W J If w > OOO�tC1Cc 2Zp � Cw�3ErFSOwZ Q T/O FBI. 1st FLOOR. zZ w ww of �1 F = = aCw79a- .L Q LL' CL cSQQc~i� ci0 EL 39.0' O \ 6wzwYZGRADE � o ~Mcoo � o z L � 0 ao v I I I I II I I J-- - - - - - - - - - - 1I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - _ - - - - - - - -� - 1 REAR ELEVATION ac A-06 SCALE 1/4'=T-O' TYPICAL ROOF CONSTRUCTm 2 ASPHALT ROOF SHINGLES (COLOR & 0 STYLE TO BE CHOSEN BY OWNER) 30* ROOFING FELT. T/0 FIIDGE 12 V2' CDX PLYWD. SHEATHING Q 8 PITCH 2x10 ROOF RAFTERS ® 16' O.C. W c�v / I HARDIE BOARD FASCIA BOARDS o> 8 SEAMLESS ALUM. LDRS. & GUTTERS VENTING SOFFIT V HP MWWS & DOORS BY 'ANDERSEIT �J U T/0 PLATE ol W/ Mf1 DP35 RATING OR EQUAL W/ 3' TRIM (TYP) TYPICp,L EXTERIOR WALL CONSTRUCTION: h HARDE BOARD SIDING, (COLOR AND STYLE V SELECTED BY OWNER) 7YVEK' HOUSE WRAP NTH V2' COX PLYWD. SHEATHING 2x4 STUDS ® IW O.C. bo W/ R-Z KRAFT FACED BATT INSUL o 4 R-3 � CONTINUOUS RIGID FOAM NSUL �P., r�QIh� Z TYPICAL ROOF CONSTRUCTION: V 12 H ASPHALT ROOF SHINGLES (COLOR & Z a� 21 4 PITCH E 150 OO STYLE TO BE CHOSEN BY OM ER H T/0 FIIV. 2nd FLOOR. 0 LAYERS OF 30* ROOFING FELT. C/� Q ool 12 V2' CDX PLYWD. SHEATHING PITCH 3 V2 2x8 ROOF RAFTERS ® 16' O.C. U � M G� Q�❑❑� Q❑ODD a❑❑❑� Q❑❑❑� a❑❑❑� a❑❑❑� 10' DECORATIVE PERMACAST ®❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑ ❑�❑ ❑ ❑❑ ❑❑❑❑❑ COLUMNS BY. 11 B&G' STYLE TO BE CHOSEN BY OWNER T/0 FTL 1st FLOOR R31D.4 BARS•GII IFS,COVERS R31D4 S.CfRIJ 5S.COVERS AND SCREJS. GRADE AND SCREIEW .; GRADE T/0 N. 1st FLOOR. ��\\�,\\�, \\\\\ 2) 4'XANC \ I(=11 GALV ANGLE EL. 39.0' / ��\//\/ ;• \//\� 8' CONCRETE RETAItN NG WAL � STEEL LINTEL 16070 DOOR 8070 GA E DOOR �\//\\/ i`' :;•\\\/\\/ WITH *4 REBAJR ® 12' O.C. EW. I `: GRADE \\ EGRESS : \\ 8' CONCRETE RETAINING WALL EGRESS WINDOW ASSEMBLY — 1 I TYPICAL FOUNDATION yyRH r4 REBAR ® 12' O.C. EW. EGRESS3LADDER / EGRESS WINDOW ASSEMBLY 12' WIDE. ANCHOR® =I I 3'-0' I I 1 ETE WALL \\ \\ SILL ® 36' AFF. 3' FROM WALL KEYED TO 16'X8' DEEP POUR® \/ I=1 1 ~• CONCRETE FOOTING ', i� WINDOW WELL WITH GRAVEL BASE WINDOW WELL (10.5 SF) — 11=111=11 ' � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RE�ORCEDW/ (?� rSREBARS `/ / T/OFNBASB�/ENT WITH GRAVEL BASE '" CONT.N FTG(To BE MR &-W 11=1 BELOW GRADE) .'::;'.\j TYPICAL FOUNDATION1I— _ _ _ \/ \//\//\/ '• 8' POURED CONRETE wALL I 1=1 I •'I 1=1 I 1=1 f.• J 1=1 11=1 I I I KEYED To 16'X8' DEEP PouRED;III=-1 I 1=1 I I I — —I I Ed I I—I —III—Ii— I I=1 I I=1 I 1=11F1_I I_ CONCRETE FOOTING 1=1 11=1 1=1 =1)11=1 11=1 11=1 1 REINFORCED W/ 0 *5 KEBABS I_ III—)11=1 I Ed I I�I� CONT. N FTG cro DEPTH OF = I 1=1 I FE1 I 1=1 I El D0.STNG FOOTING, MIN 3'-0' BELOW GRADE) -11 it 11 I I I I I i ,1 1-1 • 2 LEFT ELEVATION 3 WINDOW WELL SECTION 4 WINDOW WELL SECTION �O6 SCALE 1/4'=T-0' A-06 SCALE 1/4'=T-O' �O6 SCALE: 1/4'=T-O' RIDGE STRAPPING. (SEE SHEET N-01) TYPICAL ROOF CONSTRUCTION; Q T/O RIDGE RIDGE BEAM ASPHALT ROOF SHINGLES (COLOR & N (SEE PLANS FOR INFO) STYLE TO BE CHOSEN BY OWNER) M O 30* ROOFING FELT. 1/2' CDX PLYWD. SHEATHING. o N 2x10 ROOF RAFTERS 0 16' O.C. o Q N � G 2X4 C.T. 048. O.C. ICE BARRB3 AS PER CODE R905.12 R-Value Computation Method � R402.1 General ® ' HARDE BOARD FASCIA BOARDS �..� �•pC SEAMLESS ALUM LDRS. & GUTTERS Section R40211 Vapor Retarder Section R402-12 Insulation & Fenestration Criteria ' 0 1 ' X 11 ' LVL BOTT R30 BATT INSULATION VENTING SOFFIT Section R40213 R-Value Computation � � Section R4022-1 Ceilings with Attic Spaces T/0 PLATE 2X8 C.J. ®16' O.C. 2X8 C.J. ®16' O.C. Section R40222 Ceilings without Attic Spaces � 0 -- Section R4022-3 Eave Baffle z Section R4022.4 Access Hatches & Doors D Section R402-5 Mass Walls q Section R4022-6 Steel Frame Ceilings, Wads & Floors N Section R4022-7 Wads with Partial Structural Sheathing N, 2X8 LEDGER BOARD R15 BATT INSULATIONSection R40228 Floors R15 GATT INSULATION Section R4022-9 Basement Wads c TYPIC$I- ROOF CONSTRUCTION; bD 4 TEAL ROOF CONSTRUCTION: Section R4022-10 Slab on Grade Floors °0 ASPHALT ROOF SHWA ES (COLOR & ASPHALT EC 2-1 STYLE TO BE BY OWNER)SHINGLES (COLOR & Masonry Section R4022-11 r Section R4022 eneer VavA Space eneer STYLE TO BE CHOSEN BY OWNER) 00 LAYERS OF 30* ROOFING FELT. LAYERS OF 30* ROOFING FELT. Section R402213 Suiroom Insulation �'� � U a 1/2' COX PLYWD. SHEATHING. 3/4• SUBFLOOR GLUED AND V2' CDX PLYWD. SHEATHING. Section R4023 Fenestration �' 't E i 2x8 ROOF RAFTERS ® 16' O.C. G 1! 2x8 ROOF RAFTERS 0 16' O.C. SCREWED TO JOISTS ZX8 Section R40232 Glazed Fenestration SHGC cc mo 1� T/O FIR 2nd FLOOR. ®XS• Q 'e 0 Z Section R4023.3 Glazed Fenestration Exemption •OG 2X8 C.J. -- - 2X8 C.J �C. Section R4023A Opaque Door Exemption Cr SIMPSCN H25 STRAP ��' O C !, 11 7/8' TJI 110 SERFS ® 16' O.C. 11 7/8' TJI 110 SERFS ® 16' O.C. ®16. O.C. 0 _ d O 8� Section R4023.5 Sunroom Fenestration � NEW ALLk4NUM 0 1 t X 11 k LVL O 1 t X 11 k LVL FLUSH HEADER TYPICAL EXTERIOR WALL CONSTRUCTION: GUTTERS & LEADERS FLUSH HEADER � S " c�1s•O.C. HARDE BOARD SIDING (COLOR AND STYLE s� S (3) 1 ' X11 �' LVL FLUSH HEADER SELECTED BY OWNER) 'TYVEK' HOUSE WRAP WITH 1/2' CDX PLYWD. SHEATHING Mandatory Requirements for 2020 ECCC NYS Z R15 BATT INSULATOJ 2x4 STUDS 0 16' O.C. O w u.l SIdPSCN BC4 POST Section R4013 Certificate Section R403.5.1 Heated Water Circulation & Temperature Maintenance Systems cn 1=- co CAP ANCHOR R15 BATT NSULATK)N W/ R-15 KRAFT FACED BATT NSUL Z w m ~ Q 10' DECORATIVE PERMACAST b) R-3 CONTINUOUS RIGID FOAM NSUL Section R4024.6 TenantSection R40Z4 Air Separation Section R403.6 Mechanical Ventilation J Cc w 9 o C 19 Z cc Separation Walls Section R403.7 Equipment Sizing & Efficiency w } � Q U Q 0 COLUMNS BY. 'HIB&G' STYLE Section R402-5 Maximum Fenestration U-Factor & SGHC Section R403.8 Systems Serving Multiple Dwelling Units cn >- w 1- >-U Z To BE CHOSEN BY OWNER LOUO w Z On Cc O t7 w Section R403.1 Controls Section R403.9 Snow Melt & Ice System Controls M w ~ w LU O Ow U w Q 4X4 P.T. WOOD POST 3/4' SUBFLOOR GLUED AND CONT. FABRIC FLASHING Section R403.1.2 Heat Pump Supplementary Heat Section R403.10 Pools & In Ground Permanent Spa Energy Consumption ►- 9 Z CO cw7 CC Z z w CO Cr R30 BATT INSULATION SCREWED TO JOISTS POURED TAIRS Section R403.32 Sealing Section R403.11 Portable Spas Z ( O I- w 0 w O w 1- 0ZQ �wl- _ 1- 2 T/0 FIN. 1st FLOOR. - - 4000 PSI CONCRETE DAYS WITH 6X6 W.W.M Section R403.3.3 Duct Testing Section R404.1 Lighting Equipment Q D Q z cnCcU) � I- ►- mF- EL 39.0' 2x8 P.T. D.J. 11 7/8' TJI 230 SERIES 0 16' O.C. 11 7/8' TJI 230 SERIES 0 16' O.C. = °' ,; OVER 4' OF WELL COMPACTED GRAVEL Section R403.3.5 Bulling Cavities Section R404.11 Fuel Gas Lighting Systems Shall not Have Continuously Burning Plot Lights w�i a O z < 07 z� H- 4 ®16•o c. - I I=1 11=1 I I-"'� OVER WELL COMPACTED SOL. TYP. 1- w w z O Y O Y Q cn GRADE n: ;c, III=1 I I-III- "�-� � w w cn = o z O ac _ Section R403.4 Mechanical System Piping hsulation o= o= 0- y � w P- M > � cv 1 ' x 14• ,s. I I=1 I I-III-III=1 U (0 �- w I- > w w = I�=1IF9 I I= Y"1=1 I I i=i f 1=1 LVL BEAM III-I I El 111=1 11=i =. � W o _ � > o U =1 I I-III El 11=1 I I-I I la I I STAIR FOUNDATION: -III I=III -I I(=111=1�=1 r 111-I 1 I-I I FEI I IE 1I- Q O 0- a U ,N _ _ _ _ °+ 8' POURED CONCRETE WALL Table R402.1.2 Insulation and Fenestration Requirements by Component(2020 ECCC NYS) II I=111-II i-; III-II1=1I1=1II I1=1I1=1I1=1I1=III , c3)2XIo P.T. GIRDER WITH I - 1=1 11=1 I I r 1=1 11=1 I I-III-I 1 I 1=1 I P 1 I FI I I=1 't Ro BE MN' 3'-0• BELOW GRADE) Glazed Wood Frame Mass Basement Crawl Space SMPSON PB44 POST BASE 1=1 I I-1 11= • I I I-1 11=1 I El I 4 I I=1 11=1 11=1 11=1 I I- Climate Fenestration Skylight Ceiling Floor Slab ANCHOR ON 16' DIA P.C. MN ;III=1I1=_ ;r 1=1II-III- 3 °° s.' III-II1=1I1=1I1=1II- Fenestration Wall Wall Wall Wall _ _ ,Y �< 11=III=111=111=111=1 Zone U-Factor U-Factor R-Value R-Value R-Value 3•-0' B13-OW GRADE ON -III- I-I I .. III-III-=III SHGC R-value R-value R-Value R-Value UNDISTURBED SOL. (TYPICAL) III I-III �A� I=1 _ I-III-I ' = Y� III-III-I I 1=1 I 1=1 I I- I1=1I I-IIs ' -III=III-III Y� 4' P.0 SLAB WITH 6X6 W.WM ;. I I1=11I-I I1=111=1 4 Except 0.32 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10. 2ft 10/13 1I-1I1=III =III-III-III-I I III=1I1=1I1=III Marine 2X8 LEDGER BOARD •,; 6 ME VAPOR BARRIER & 4' - 11=1 I I M I I-I I I- -III-III- III-III-III-III .. SEE D1/a-06 FOR DETALs =III---III=III-III-III-III=1°� CLEAN GRAVEL BELOW SLAB I I I-I I-Ili-III-III-III-III-III -t : :.+ ... . •:. ,.. .. , .: Y. I i=III-II 111-I I I TYPICAL FOUNDATION BrruMLvous DAMP PROOFING I=1 11=1 11 I I I I 1 I I I I i I I I "`�`� ���7 td_ _ _ _ _ _ _ _ I I 1-I I I-I I I 11- 10' POURED CONRETE WALL '1= - - - - •w ' = I = I = 11= I=1 =1 I-11 I-11 I-11 I=11 I=11 I=11 I-1 11=1 I I=11 I '' �' ' =1 I I=1 I I=1 I 1=1 I 1=1 I 1=1 11= 11= I I-1 I I-III- I -1 I I-1 I I-1 I I-1 I I-1 I I -- -1 I 1=1 I_I=1 I - KEYED To 24'XI2• DEEP POURED - NYS APPLIED TO DAMP _EIli-ili-ill-1 11�I 1-iI-=III I I II I - - _ - _ _ - - - ,, _, :- _ _I I I-111=111=111=111= I El I I=I I I=I I I=I I I-III=III=III=III=III=III=III=III=III-III=III=III=11 -_ - - 1-111111=111=11IEI I El I1=I I I=1I S I1=I I I=111=1I M I1=I I Ill)I I=I I I-III-III=I I I=I I I- Table R402.1 .4 Equivalent U Factors (2020 ECCC FOUNDATION WALLS PER R406 CONCRETE FOOTING _I I IEI 11=1 11=1 11=1 11=1 I I=1 I S I I-1 I 111 I-I I I-1 I El I I-1 I II I I-1 I I-1 I I-1 11=1 IT-1 I=1 11=1 11== -III- 11-1 I I-III-III-I 11=III-III-T-III-III-III-i I -II I I I I=l 11 I 1 I 1 I J I I I J I 1=1 11=1 I IMass- -III_III-III;III;III;,III-III-III-III=III=III=III=III-III,,-III;111=III=III-III=III=III=III=III=III=III=13-VZ DIA. X V4• STEEL LALLY COLUMN WITH 6'x6'X =III=III=III=III=111�;.11' CONT CFTC TO BE MN 3'-OS Climate Fenestration Skylight Ceiling Wood Frame Wall Floor Basement nt CrawlWall Imo, 1 1-III=III-III-III-III-III-I I I-I I I-I I I-THICK STEEL PLATE TOP AND BOTTOM ON 36'X36'X18'I E 1 I►_I I I- 11=1 I I- SECTIQ�V "-� 1=1 I I-I I 1=I I 1=1 I FA I 1=I FOOTING, WITH (4) f5 REBAR EACH WAY(TOTAL OF -1 I 1=III=1 I I-" BELOW GRADE.) Zone U-Factor U-Factor U-Factor a U-Factor 1 -� I_- I �_ , U-Factor U-Factor U-Factor UI-Factor III-)1I-111:TWO) TO BEAR ON VIRGIN SOIL (TYP) 1I- A-06 SCALE: 1/4'=T-0' III=1 I 11=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I, t 11= 4 Except -III-1 I ITI 11,�,III,�,)III��,I�I-1 I I-1 I I_ �� 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 0 2 CONT. RIDGE VENT RIDGE STRAPPING. (SEE SHEET N-01) RIDGE BEAM (SEE PLANS FOR INFO) .Off'• T/O RIDGE ®�o 2X8 C.J. ®16. O.C. ICE BARRER AS PER CODE R905.12 iv �? TYPICAL ROOF CONSTRUCTION o '- -ASPHALT ROOF SHINGLES (COLOR & A Q§) STYLE TO BE CHOSEN BY OWNER) (� M 0 LAYERS OF 30* ROOFING FELT. 0 7 d Co. V2' CDX PLYWD. SHEATHNOL F ®,� O 2x8 ROOF RAFTERS 0 16. O.C. 4 H � � ODD 2 _ F.J. ® cci 0 2X6 BEAM 1W HARDE BOARD FASCIA BOARDS SEAMLESS ALUM LDRS. & GUTTERS W T/O FIN. BONUS ROOM 2X8 C.J. 016' O.C. 11 7/8' TJI 230 SERIES ® 16' O.C. 2X8 C.J. 016' O.C. VENTING SOFFIT O.C. "OTT0M ) 1 ' x -U L (3) 1 t x '18' LVL FLUSH OTTOM FLUSH TYPICAL EXTERIOR WALL CONSTRUCTION:_ BEAM BEAM HARDE BOARD SIDING. (COLOR AND STYLE SELECTED BY OWNER) 7YVEK' HOUSE WRAP WITH V2' CDX PLYWD. SHEATHING. 20 STUDS 0 16' O.C. 0 2x6 P/T SILL PLATE ON 00 TERMITE SHELD W/ SILL INSULATION TYPICAL GARAGE SLAB: & 5/8' DIA. ANCHOR BOLTS W/ 5• P.C. SLAB W/ 6x6 10M WWM 3'x3•x5/16' BEARING PLATE 0 MAX 101 *6 REBAR ® 12. O.C. EW 36. O.0 (TYPICAL 12' FROM ENDS OF 6 MIL VAPOR BARRIER EACH PLATE SECTION) (EXTEND 51 T/O FW. GARAGE 4 4' COMPACTED POROUS GRAVEL-FILL BOLTS MINI.I" INTO CONCRETE EL 37.0' (95% WELL COMPACTED) _ •}�i �1,� �c •1.v.. •' ' 'll r.• t." •^- a SI• •:.. ..w:':•d i..s....-•• •4• :?' ' ••r..•'M' )- '• .' '7• 's. .i'^1 •,... ` . .:•. ,Y. .w% •VS.v-�' .✓ - GRADE -1I I=1I I-1I I-1I I-1I1=1I I-1I1=1 I I1=111=111=1I I . _ __ ______ _ _ - _ - _ _ - _ - 3 I I Ed 11=1 11=1 I I=1 11=1 11=1 I I=1 I II 11=1 11=1 11=1 11=1 I M I M I Ed 11=1 11=1 I I=1 11=111=1 11=I I I=III=III-I I Fd 11-III=1 I I-III-III-II1=1I=111=1 f x I I MI1=1 I W. _III-III_III-III_III_III_III ;>a III_III_III-I I III=III-III-III-III-III-III__-=T= �I 11=1 11=1 11=1 I I-1 11=1 11=1 .; I I I-1 I I-1 I I-1 I I III-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-f I SAL FOUNDATION; III-III-III-III-III- :� III-III�I' I I I-I 11=1 I I=1 11=1 I F 1 I I �; I I El I M I M : _I I M I N=l I El I Ed 11_I I I_I I FEI I V1 I la I I_I I I-I I I_I 11_I I I_I I la I I_I 1_I 11_1 I I_I I I_ 1=1 11-I 11=1 I I- =1 '^,I I I=1 -1 I I_I I I_I 11=1 11=1 11=1 I I-I I I FEI 11=1 11=1 I I I I I=1 I I I_III_I I I_I I I-I I I_I I I_I I I-I I I_I I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I 10' POUREDcavcRErE WALL -III-1 I I- -I 11=1 I I I I 1=1 I 11=1II=111=111=III=1 I I ; 111=III=III=1 I I I=I I FEI I I=I I I=I I I=I I I=I I I=I I I=I I FEI 11=I I I=I 11=I I I=I I FEI I I=I I I=I I I=I I I=I I I=I I I=KEYED TO 24'x'Z DEEP POURED I__=1 11=1 11=1 11-I f; 11=III ' :�•11=1I1=111=1I1=1I1=1 ," I I I=111=III=111 ��-• II FEI II=III=III=III=III=III=III=III=III=III=III=III-III=III=III-III=III-III-I I CONCRETE FOOTING REINFORCED-III-III-III=I 11=1 I I-1 I I-I I I :,,: I I I-I I I-11 I-1 I I I_I I I_I 11_I I I_I 11_I I FEI I I-11 I-111=1 I) I I I-I 11=I I I-1 I I-I I I-I I Ed 11=1 I I=I I F9 I FW/ 0 *5 REBARS CONK. N FTG.1=1 I I=1 I I=I I FEI I I-I 11=I L.I I 1=1 11= =1 11=1 11=1 11=1 I M I 11=1 I FEI 11=I I I I I I=I I I=1 11=I I I=1 I FEI 11=1 11=I 11=1 11=T=1 11=II I-1 11=1 11=1 11=III=1 I I-I 11=1 I I=I IRO BE M. 3•-0• BELOW GRADE)=III=III=III=I 11=I 11=III I I I=1 I 11=1 11=1 11=1 11=1 I I I 11=111=111_I s I I I_I 11=1 I la I Ed 11=1 I la 11=1 11=1 11=1 I FA 11=1 11=1 11=1 11=1 11=1 I Ed 11=1 11=1 11=1 11_I 11=1 1=1 1=1 1=1 1=1 1=1 1=1 I_I I I-I I I_I I I-III-I I I_I :�� I I_I I I_ -111=111-III-I I IEA 11-111=111=11 I I I= s',p III_III_III_III_III_III_III-III-II I-I-lI1-11I-11 I-111-III-I 11-111-1 I I-11 i-I 11-i 1 I-11 i-I 11-III-I 11-1 i 1-1 i 1-I 11-1 I i-I i I-1 11-I 11-111 `k i I i-I 1 III=111=111=111 x III=III=111=1 ; 1 11-III=1 11=111=11 I=11 111 I III I i 11=111=I 11=1 11=111=111=111=1Ii-11i=i11=111=111=111=111=111=T=I 11=1 11=1 11=III=III=1 11=111=III=III-1 .� I I-111= -111=1I1=1I1=1I1=1 :� 111=111-1I1=lII III=111=1I1=III-III.I III-III-III=1I1=1I1=1I1=1I1=III-III-III-III-III=1I1=1I1=1I1=1I1=1I1=1I1=III-III=III-1I1=III-III-III III-1I I I I=1 11-1 I I-I I : III-I 11=1 L-�: .:I-III-III-I)I I I I- ' -' I-1 I I I I I I I I I III-I I I-II I I=1 11=1 I I-I I III-III-I 1 1-1 III-1 I I-I 11=1 I I-III-III_ -1 11-I 1 1-117 -1 i i-I 1 i=i i i- - I-I 1 FEE] I- -�' I I=1 11„�i 11� I -I�'- III_I i„III=- I:I STEP DOWN FOOTING 111„�III i�i`i 111 i I 1 I I I I=1 I I=1 11=1 1 1-1 11=1 I I- III-III TO DEPTH OF E4ST FOOTING MAX 2 TO 1 RATIO 2 SECTION) A-06 SCALE: 1/4'-T-0' 00 m ON O , N N 4Q N 0 �G MAINTAIN 2- AR GAP ®� BATT INSULATION AT EACH BAY Q�" a) ATTIC ISII ATgN 02x4 TOP PLATES w o ATTIC FLOOR RPM RIM I ;uATION R VAUE/D9TH PER CLIMATE 1' WOOD FACIA BOARDS OF DCLORK AT PB C()I�MM3LE MATFBiS T MG TIuET13L SEAMLESS ALUM. LD S. & GUTTERS >< Q � SfE BULT ATTC KLOSIRE-bECI•W011Y SECIW CO CLOSED CELL FOAM N VENTED VINYL SOFFIT Z-01 INSULATION AT 5' THICKNESS e - AT ALL BAYS d ILL LATCH TO PRESSIRE SEAL AT VYEAT}UOTIPPWG 0 BATT INSULATION MANFACTLFIED PUL DOWN STAR <C 4 i Z o EL � y � =o O ��S1S H 1 SECTION AT ATTIC STAIRS 2 SECTION THROUGH SAVE _ A-08 SCALE 1/2' T-0' Oz J 1 w o �O8 SCALE: N T.S. _ a•ROOF VENT 4•�Veer 4•ROOF VE14 zROOF < w w 00 o � � , p U Q d o = Cr' 0 fhrough aoroof sW be twnhated not f extension.Open vat�loss�thsn how a52 t extend 2 5 F— u" I— Q m p } U OG mW above the roof or 6 holm(t52 w9 above the anfi ated LAUNDRY j��Ry �TM��M = � l— w w > O O w cr W OwZ0ccOO � LJJ snow awzruhft%wt*ftver Is greeter.Where a roof MASTER 1 ER BATHROOM HROOM l- W r, w� w L z w z < ® is to be used for assembly,as a promeneda.observation deck l— O Q m (Lt► w z C7 cD z cn 2'-0• or surbaft deck or for shier purposes,open vent pipes �y gy 3'V Q O ICE & WATER SHIELD ehel tenrimte not lase than 7 feet Cm mN above the roof. ry 2 C7 F— w o w W NIM 2'-0' FROM INTERIOR P3tlXi2 Frost closure Where the 97S-percent value for outside 2v w O w w Q Q Z W 2V F— WZD —� cnl— =� < EL G desk teiperature h 0 F(-16 p or kes vent extensions 2'V w W cn Q O 0 FACE OF WALL, TYP. through a roof or wal dW be not leas ffm 3 hches(76 zV LL- a > O Z J (n Z� F— H- mrJ In diameter.Any haease In the size of fhe vent ehel be MAINTAIN 2' AR GAP MAINTAIN 2' AR GAP msof tono then 1 foot(3tMJ9 mN Inside the them>el erriebpe w cl:bift �j Y o O o O OC = Wa QO T TO vra UwU) >- iwi. = } j }� U WM Tt1B T(JB = ccow0 ~ � ww0 AT EACH BAY AT EACH BAY (2)2x4 TOP PLATES (2)2x4 TOP PLATES 2nd FLOOR BATT INSULATION l- ¢ o o_ � zl� o_ z U -YC WOOD FACIA BOARDS 51C WOOD FACIA BOARDS rw 2w n 2w 2w 2w 2w zw SEAMLESS ALUM. LDRS. & SEAMLESS ALUM LDRS. & BATT co as GUTTERS BATT INSULATION GUTTERS INSULATION *W be as na aattea n T"P320a7.V*we r�r ta%*ma �a of a pkn 5fte Is larger then that hdloeted in T"P32DIT.the trapCLOSED CELL FOAM f xturs b )bw A ap*a not be W to W t drainage �TM � �� MASTER BATHROOM. VENTED VINYL SOFFIT Z-0' INSULATION AT 5' THICKNESS VENTED VINYL SOFFIT Z-01 CLOSED CELL FOAM poe Into w ioh the trap dbdrerpea 3'V 3v 31V AT ALL BAYS NSULATION AT 5' THICKNESS R-30 VALUE AT ALL BAYS ry zV 2v � r I BATT INSULATION BATT INSULATIONINSULATION7V W.a o"' Wa let FLOOR aO ao co rw 3s 2'W 2w 2w 2w 35 2'W co. as EXTG 4•Cl WASTE 3•g 3'S 4•ds_CJ ORAN TO EASTNG SYSTEM 2., SECTION THROUGH EAVE 22 SECTION THROUGH EAVE 3 PLUMBING RISER DIAGRAM A-08 SCALE 1/2'=T'-0' A-08 SCALE 1/2'=1'-0' �O8 SCALE N.T.S. � Q A U w �zh LATERAL LOAD DEVICE PLAN SYMBOL V NOTE w Nog > LATERAL LOAD DEVICE PLAN SYMBOL THIS DRAM_ IS APPLICABLE WHERE FLOOR JOISTS ARE 2X FRAMING PER SECTIONS � A N :,, PARALLEL TO DECK JOISTS SHEATHING PER SECTIONS SIDING/FINISHES PER ELEVATIONS Q 7V7 o 2X FRAMING PER PLANS FLOOR SHEATHING NAILING WATER TIGHT FLASHING F� SHEATHING PER SECTIONS AT 6' MAXIMUM ON CENTER DECKING PER PLAN SDNG/FIMSI�S PER ELEVATIONS TO JOIST WITH HOLD DOWN G� A FLOOR SHEATHING NAILINGFLASHING H v AT 6' MAXIMUM ON CENTER J TO JOIST WITH HOLD DOWN DECKING PER PLAN Zu cn ISOLAR-READY I + + + + + + ❑ ❑rCERTFlCATE + + + + + + I THIS HOME HAS INCORPORATED T T I FLOOR JOIST PER PLAN DECK JOIST PER PLAN I FEATURES AT THE TIME OF NITIAL T T TOP PLATE GAL JOIST HANGER I — CONSTRUCTION TO ENABLE THE +— -a I FLOOR JOIST PER PLAN HOLD-DOWN OR SIMILAR DEVICE OR MUD SILL 2X LEDGER WITH 1/2' GAL LAG p INSTALLATION OF SOLAR ELECTRIC. WITH MIN. 1500 POUNDS OF STRESS WALL FRAMING BOLTS o F O.C. STAGERED, TYP. THE SOLAR READY ROOF ZONE IS j TOP PLATE - DESIGN CAPABILITY PER DEVICE OR FOUNDATION F1C�JRE R507.92(2) HOLD-DOWN DEVICE WITH MIN. 7500 I SHOWN ON THIS CONSTRUCTION PLAN T T I OR MUD SILL . EXCERPT AND IS FREE OF MWJvIl1M OF TWO LOCATIONS PER POUNDS CAPACITY PER DEVICE AT I WALL FRAMING - DECK WITHIN 24 INCHES OF EACH FOUR (4) LOCATIONS, EVENLY ® OBSTRUCTS THAT WOULD LIMIT OR FOUNDATION END OF THE DECK/LEDGER, TYP. R507.92 LATERAL CONNECTION DISTRIBUTED ALONG DECK AND ONE PLACEMENT OF THE SOLAR PANELS. LATERAL LOADS SHALL BE TRANSFERED TO THE FIGURE R5OU2(1) DECK JUST PER PLAN GROUND OR TO STRUCTURE CAPABLE OF WITHIN 24' OF EACH END OF LEDGER. TRNASMITTNG THEM TO THE GROUND. WHERE LATERAL -D DOWN DEVICES SHALL FULLY PLASTIC CONDUIT FOR FUTURE GAL JOIST HANGER ELECTRIC WIRING HAS BEEN INSTALLED CONDUT LOAD CONNECTION IS PROVIDED N ACCORDANCE WITH ENGAGE DECK JOISTS PER HOLD DOWN CONDUT THROUGH WALLS AT THE LOCATIONS 2X LEDGER WITH 1/2' GAL LAG FO-PER507.92(1), HOLD-DOWN TENSION DEVCES SHALL MANUFACTURER RECOMMENDATIONS I SHOWN TO FACILITATE TI-E BOLTS o 16' O.C. STAGERED, TYP. BE INSTALLED N NOT LESS THAN TWO LOCATIONS PER R507.9.2 LATERAL CONNEC"PION FULLY THREADED 3/8' DIAMETER � INSTALLATION OF WIRING BETWEEN THE LATERAL LOADS SHALL BE: TRANSFERED TO THE GROUND OR TO STRUCTURE CAPABLE OF DECK, WITFW 24 INCHES OF EACH DECK EACH DEVICE GALVANIZED LAG SCREW I ELECTRIC SERVICE PANEL. AND ROOF TRNASMITTNG THEM TO THE GROUND. WHERE LATERAL LOAD CONNECTION IS PROVIDED N SHALL HAVE AN ALLOWABLE STRESS DESIGN PREDRILLED WITH MONMV N 3' ONDUIT MOUNTED SOLAR PANELS ACCORDANCE WITH RGURER507.9-20), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED N CAPABILITY OF NOT LESS THAN 1500 POUNDS. WHERE PENETRATION TO CENTER OF MUD ( R n a w NOT LESS THAN TWO LOCATIONS PER DECK, WITHNG 24 INCHES OF EACH DECK EACH LATERAL LOAD CONNECTIONS ARE PROVIDED N SILL. TOP PLATE, STUDS OR HEADER DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPABLITY OF NOT LESS THAN 1500 ACCORDANCE WITH FIGURE R507.920, THEHOLD-DOWN SOLAR READY ROOF ZONES POUNDS. WHERE LATERAL LOAD CONNECTIONS ARE PROVIDED INACCORDANCE WITH FIGURE DEVICES SHALL BE INSTALLED INNOT LES THAN FOUR R507.920, THE HOLD-DOWIJ DEVICES SHALL BE NSTALLED N NOT LES THAN FOUR LOCATIONS PER DECK, AND EACH DEVICE SHALL HAVE -- — LOCATIONS PER DECK AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN AN ALLOWABLE STRESS DESIGN CAPABMLTY OF NOT CAPABILITY OF NOT LESS THAN 750 POUNDS. LESS THAN 750 POUNDS• CONTRACTOR TO AFFIX ABOVE CERTFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL 11103.101 D1 DECK ATTACHMENT - LATERAL LOADS rD2 DECK ATTACHMENT - LATERAL LOADS �O6 SCALE: NTS A-06 SCALE: NTS W NAILING SCHEDULE NAILING AND STRAPPING HOLD DOWN CONNECTIONS REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION FROM WOOD FRAME CONSTRUCTION MANUAL (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 2018 EDITION,WITH 130&140 MPH HIGH WIND DESIGN SUPPLEMENTS(140 NAILING SCHEDULE APPLIES TO 130AS WELL) (REQUIREDFOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) , SECOND FLOOR ATTACHMENT FIRST FLOOR ATTACHMENT (REQUIRED FOR ALL TYPICAL RUCTION AND/OR NEW ADDITIONS)TYPICAL co RCM JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL NOTE:TABLE COMMON NAILS BOX NAILS SPACING ALL PRESCRIPTIVE STRAPPING TO BE NAILED N ACCORDANCE W/ 2018 WFCM TABLES: (REQUIRED FOR ALL NEW CONSTRUCTION (REQUIRED FOR ALL NEW CONSTRUCTION SPACING CORNERS C\l� CV) Q ROOF FRAMING 3AB ® WALL TO ROOF, o WALL TO WALL, WALL TO FOUNDATION AND SECOND FLOOR ADDITIONS) AND FIRST FLOOR ADDITIONS) a N RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER 3.6A ® RIDGE, COLLAR TES. V-0' o.c. (1-3 story) 6• m CEILING JOIST TO TOP 1 TABLE 3.4A 1 3 8d ; 3-10d ; PER JOIST ALL STRAPPING TO BE SPACED AT 16' O.C. ALL CONNECTORS N CONTACT W/ P/T ADJUSTABLE 12' ma • PLATE(TOE NAILED) I I I I WOOD SHALL BE FINISHED N 'ZMAX; POST HOT-DIP GALVANIZED OR STAINLESS STEEL HANGER CEILING JOIST TO ' TABLE 3-9A I 11-16d 11-40d ; EACH LAP PARALLEL RAFTER(FACE-NAILED) 'SIMPSONI HDQ8 OR ALL PREFORMED GALVANIZED CONNECTIONS TO BE NAILED N STRICT ROOF f 8 \ CEILING JOIST LAPS I TABLE 3-9A I 11-16d I 11-40d I RIDGE OR • • I I I ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. RAFTER 'SMPSON' HDU6 ._ 2-16D COMnA0P1 OVER PARTITIONS I I I I BOARD/BEAM 'SIMPS09 HDU6 .. 2-16D COMMON NAILS ® 6' O.C. E COLLAR TIE TO I TABLE 3-6A 1 3-8d 1 3-10d 1 NAILS ® 6' O.C. FOR FULL LENGTH + •a •. E m I I I I AT RAFTER TO RIDGE BEAM CONNECTION ----------------- FOR FUI_L LENGTH OF STUD = - ' cD N li RAFTERS COLLAR TIE TO BE LOCATED N U'PER w 1 1/3 OF ASSEMBLY AS OF STUD BLOCKING T o BLOCKING TO RAFTER I 1 2-8d 1 2-10d 1 EACH END FOR ADJUSTABLE (10) 0D COMMON NAILS AT FACE I PER WFCM 325.1 BLOCKING ® ENDWALL ." • O TOE NAILED I I t I JOIST HANGER - (5) lOD (X)ARvION NAILS AT RAFTER '----------- I 1 2-16d 1 3-16d I EACH END 'SIMPSON' LSSU28 ® LTDWAII PL z RIM BOARD TO RAFTER ;• c0 Q ) (END NAILED I I I I NOTE: FOR CATHEDRAL CEILING co C\l WALL FRAMING AT SLOPING RAFTERS OR RAFTER TO c° TOP PLATE TO TOP PLATE 2-16d (1) 2-16d(1) PER FOOT HEADER CONNECTIONS PROVIDE a 3' SQ. x 5/16' WASHERS m N (FACE NAILED) SIMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF •` . .: • , & END NUT SETUP -� c TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS-EACH SIDE IN ADDITION TO STRAPPING ® RIDGE _ •. ° (FACE NAILED) TYPICAL NOTE: CEILING RAFTER / r • ? • DOUBLE SILL PLATE o 0 STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. ALL PREFORMED GALVANIZED CONNECTIONS TO BE NAILED IN STRICT JOIST 'SIMPSONP HDQ8 '' (SINGLE FOR SLAB ON "� OR •10 GRADE APPLICATIONS) HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.0 ALONG EDGES ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. ROOF 'SMPSON HDU6 •° •: 10 TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d PER STUD RAFTER 7/8' DIA THREADED ROD EMBEDDED 5/8' DIA. ANCHOR TO STUD(END NAILED) AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING 12 V2' INTO CONCRETE W/ 'SMPSON ET BOLTS (TYP) TOP PL JOIST (HIGH STRENGTH EPDXY ADHESRO & FOR " BOTTOM PLATE TO FLOOR JOIST 2-16d(1,2) 2-16d (1,2) PER FOOT H2A - NALED N ACCORDANCE WITH MANUFACTURER'S ALL STRAPPING, ANCHORS, HOLD DOWNS, :4 m f Q •c o Z TEMPERATURES (0 DEG. TO 40 DEG O USE POURED • ` o Q BANDJOIST ENDJOIST OR BLOKING BY•SIMPSOW INSTALLATION INSTRUCTIONS & ADHESIVES TO BE INSTALLED AS PERCONCRE -- -- p TE y ' (FACE NAILED) L`O� 'SSON' MANUFACTURES SPECIFICATIONS. 'SMPSOM AT (HIGH STRENGTH ACRYLIC ADHESIVE) FOUNDATION e'' a FLOOR FRAMING ALL CLIPS & STRAPS CAN BE MOUNTED •d ORGIRDERJOIST TO ILL,TOP PLATE(TOE AI NAILED) ; i 4-8d ; 4-10d i EACH END FROM EITHER ALL INTERfOR BUT NOT ABC IOMBNATION OF BOTH �A WAS SECTION \ �OR OR ALL �s/s H� S�P � MAINTAIN MANUFACTURER'S SPECIFIED NAIL EMBEDMENT. STUD BRIDGING TO JOIST I I 2-8d I 2-10d I EACH JOIST np• p(T, yyp� CONST. NOTES - ---�- - (TOE NAILED) ; ; i i ( �' SEE FL PLANS (9)10D COMMON TYP. EXT. WALL CONST. O_ w ui BLOCKING TO JOIST 1 1 2-8d 1 2-10d I EACH END TYPICAL NOTE t USE 5/8' DIAL ANCHOR BOLTS W/ NIMMIA�A T EMBEDMENT INTO NAILS ® EA END OF SEE FL PLANS z o w O (TOE NAILED) I 1 I 1 ALL PREFORMED GALVANIZED CONNECTIONS TO BE BLOCKING 3/4' SUB 1=L GLUED & NAILED STRAP (BY SIMPSON) CONCRETE W/ 3' SQUARE x 5/16 WASHERS AND END NUT SETUP. Q ro o �: 1 o O Q BLOCKING TO SILL OR ; ; 3-16d i 4-16d EACH BLOCK HALED N STRICT ACCORDANCE W/ MANUFACTURER'S 2x FL JTS SEE PLANS OVERLAP NEW SHEATHING 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 o= z Ov z z z TOP PLATE(TOE NAILED) REQUIREMfT1T5. NSU-• AS PER PLANS NEW 2ND FLOOR 4 OVER EXIST. STRUCTURE HOLD DOWNS FOR SHEARWALLS. uj >- l w O g wo U Z I- a (D AS SHOWN. PROVIDE w cc O w z � Cr 0 LEDGER STRIP TO I I 3-16d 1 4-16d I EACH JOIST 'SMPSOIJ STRAPPING: _ � � J w > O O (7 � w BEAM(FACE NAILED) I I 1 1S . ' (4)8D COMMON NAILS ® EA END STRAPPING AS PER DET. 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO I- w o m O w v w Q JOIST ON LEDGER TO BEAM I I 3-8d I 3-10d I EACH END THIS SHT. 12' MAXMUM FROM ENDS AND CORNERS. H o z w M D (7 z cn (FACE NAILED) I - It(0 H Q z p (n P _j P U = I I I I Q _ 0 I-- w6w W SHOE PL OF STRAP BY SMPSOM Q Q � Q w o w zo = BANDJOIST TO JOIST 1 1 3-16d 1 4-16d 1 EACH END JOIST HANGER BY SMPSON Q z SU3FLR w BLOCKING AT E N DWA L L WOW w w Q Q Cn -� F— I— m F- (END-NAILED I 1 I I A7 STUD TO FLOOR ASSEMBLY w Q � Q Q w o O TO STUD CONNECTION (As table 3.48) RIM JOIST FLOOR SOFFIT MAT. AS PER ELEV. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 1.- w Er OZ O _3 Y zz Y Q JOLT REMOVE EXIST. SHEATHING Ir � Y o _ � � cc > _ BANDJOIST TO SILL OR I I 2-16d(1) I 3-16d I PER FOOT STRAPPING: EXIST. FIRST FLOOR 2'-0' BELOW NEW 2ND RIDGE EL w H w w = TOP PLATE(TOE NAILED) I I I I (ONLY APPLICABLE FOR TWO-STORY COPFIGURATIONS) (4)8D COMMON NAILS ® a w Cl >- wo w z U ROOF SHEATHING TYPICAL NOTE STORY CONIST. STRUCTURAL PANELS I TABLE 3.10 1 8d 110d 16" EDGE ALL PREFORMED GALVANIZED CONNECTIONS TO BE TOP PL EA END OF STRAP OR = z tL M w O H2 CONNECTOR BY SMPSON) BLOCKING 2 BAYS rL z U RAFTERS OR TRUSSES SPACED UP TO ; ; ; ;6"FIELD NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S BACK ® 48' o.c. 16"O.C. I 1 I I REQUREMENTS. TYP. EXT, WALL CONST, RAFTERS OR TRUSSES SPACED UP TO 1 I $d I 10d 14"EDGE '' SEE FL PLANS ATTIC 24"O.C. I I 1 14" FIELD ••� s GABLE END WALL RAKE LEOVERHA 8d 1 10d ;6" EDGE CANTILEVER DETAIL (TYP) LOAD PATH/ FRAMING DETAIL Q TRUSS WITHOUT GABLE OVERHANG I I 16"FIELD Q GABLE END WALL RAKE OR RAKE I 1 Sd 1 10d 16"EDGE �i TRUSS WITH STRUCTURAL 1 1 1 1 NOTE: OUTLOOKERS i i i 6 FIELD NAILING & STRAPPING AT ALL STRAPPING TO BE 1 1/4'x20 GAUGE STEEL OR 0 GABLE END WALL RAKE OR RAKE I 1 8d I 10d 14" EDGE EXTERIOR WINDOW / DOOR HEADERS 'SMPSON' EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL TRUSS WITH LOOKOUT BLOCKS I I I I N. I I I 14 FIELD SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING) CEILING SHEATHING AT STUD TO FLOOR ASSEMBLY SUBFLR• (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 'A GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD TO SILL PLATE CONNECTION RIM JOIST =+ WALL SHEATHING TYPICAL NOTE JOIST NAILING SCHEDULE 'B' : (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS STRUCTURAL PANELS STUDS SPACED 1 TABLE 3.11 I 8d l 10d 16"EDGES ALL PREFORMED GALVANIZED CONVECTIONS TO BE ROUGH OPENING REQUIREMENTS FOR WNDOW OPENINGS BACK ® 48' o.c. N UPTO 24"O.C. I I 1 112"INTERMEDIATE NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S -" Cd 1 I I I SUPPORTS(FIELD) SILL PL I I 1 1 REQUIREMENTS. Notation 1/2"OR 25/32"FIBERBOARD PANELS 1 d 1 10d 1 3"EDGE/6"FIELD . ' Rough A B C D E F EXCEPTION: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10" FIELD Opening wHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE °' ENDWAH OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. I I 1 1 2'-0" 2 (1) 2x4 1 1 1 1 A W I I I I NAIL SPACING FOR SHEATHING C_ PRESSURE ZONES FLOOR SHEATHING 4'-O" 4 (U 2x4 2 2 2 2 Q STRUCTURAL PANELS I 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 ZONE 1 ZONE 2 ZONE 3 ZONE 4 W D rA 1"OR LESS 8d 10d 6"EDGE/12" FIELD Yd GREATER THAN 1" 1 10d 16d 6"EDGE/6'FIELD 8'-0" 8 (2) 2x4 or (1) 2x6 3 40 13 3 3 FIELD 8' O.C. 7 O.C. 3' O.C. 4' O.C. I 10'-0" 10 (?J 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. T O.C. 'vA I 12'-0" 12 (2) 2x6 5 5 5 5 B �+ ----------------------------1--------- ------------ ----------- ------------------ AT STUD TO FLOOR ASSEMBLY 'SMPSON' C E A A A A NOTES: Notations : A �'- -- -- - 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. IF WALL TO SILL PLATE CONNECTION SP4 • (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING a �I 10 lO 0l lO 3 1 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS TYPICAL MOTE: --a-----� -- - t-----i-- - / B. NIUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) ALL PREFORMED GALVANIZED CONNECTIONS TO BE a a , O I L) SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. a NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S a '. •.•. f '" ' C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER r4 i i i i O �\ / ,� a 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF REQUIREMENTS. r `.• F` I I I I • ' '° ' .. D. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT KING STIR TO END NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. W OF HEADER AT EACH SIDE q q ' 1 H 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED,ACCORDING TO NYS `a, E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) I I I I i ®i � 10 01 0 i® ®l 01001 (2 1® AND INTERNATIONAL BUILDING CODE. F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO 4.ALSO SEE BRACED WALUSHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. Cq END VIEW SECTION END OF SLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) ��� I ° Z I I I I 1 1 r� SPLICING O F TOP PLATE (Required for all New Construction AIR SEAL THE TOP OF ALL anchor New Additions) Q 3l 1 13 31 1 l3 Q 3 1 4 1 3 ~ H+ ens INTERIOR WALLS/ATTIC BATT INSULATION BETWEEN CONTINUOUS CAULK OR SPRAY 'L' O (D O O (D O INTERSECTIONS FULLY WITH CEILING JOISTS SEE SECTIONS FOAM N ALL SEAMS OF TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS q SPRAY FOAM SEAL ALL SUBFLOOR TO CREATE AN AIR ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE GABLE ROOFS HIP ROOFS H ELECTRICAL, PLUMBING, ETC. SEAL FROM FIRST FLOOR TO A-4 FEET N ALL CASES !� `n PENETRATIONS INTO ATTIC TOP PLATE BASEMENT NAILING REQUIREMENTS ARE FOR 120-MPH 3- SEC PEAK GUST. SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS U 1/2' GYPSUM WALLBOARD RATIO LMITS = H/L S 3 V2 Building Minimum 12 Building Minimum 12 2X4 WOOD STUD Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) TABLE R301.2.2.2 PLYWOOD NOT SHOWN FOR CLARITY 12'-0" 3'-0' 12'-0" Z-0' WIND-BORNE DEBRIS PROTECTION FASTENING 16'-0" 4'-0' 16'-0" 3'-0' SOLD BLOCKING ® SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d AIR SEALING AT INTERIOR WALLS/ ATTIC AIR SEALING AT BASEMENT TO FIRST FLOOR ____ __ __ ____ SEAMS 24-0" s-0' 24'0" 4-0' FASTENER SPACINGCING 4 FOOT 6 FOOT 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN _4 FOOT <6 FOOT <8 FOOT own R-15 3' RIGID INSULATION SEAL PLYWOOD SHEATHING 32'-0" V-0' 32'-0" 6'-0' No.8 wood screw based ALL SEAMS AROUND RIGID i 8D COMMON NAILS ® 6' 36'-0" 9'-0' 36'-0" T-0' anchor with 2 inch INSULATION WITH SPRAY FOAM I O.C. EDGE & FEL.D. 16" 10" 8" embedment length 7-CONTINUOUS CAULK OR SPRAY R-15 3' RIGD INSULATION. SEAL 40'-0" 1T-0' 40'-0" 8'-0' No. 10 wood screw based anchor with 2 inch FOAM SEALANT AT ALL TOP ALL SEAMS AROUND RIGD i , � 50-0 13-0 50-0 10'-0' INSULATION WITH SPRAY FOAM i HOLD DOWN SEE embedment length PLATES AND SILL PLATES 60'-0" 16'-0' 60'-0" 12'-0' 1/4 inch diameter la CONTINUOUS CAULK OR SPRAY DETAILS THIS SHEET g 70'-0" 19'-0' 70'-0" W-0' screw based anchor with 16" 16" 16" iF FOAM SEALANT AT ALL TOP 2 inch embedment length CONTINUOUS CAULK OR SPRAY PLATES AND SILL PLATES FOAM N ALL SEAMS OF • 80'-0" 22'-0' 80'-0" W-0' Top Plate SEA LFRO FIRST CREATE AN AIR • /�/�/�/ k I Splice Length For SI:1 inch=25A mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per SEAL FROM FIRST FLOOR TO BASEMENT ° /��/��j NOS hour=0.447 m/s. a.This table is based on 140 mph wind speeds and a 45-foot mean roof (2) 2X6 ACQ SILL PLATE WITH . �' t SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE 1. Tabulated s Ice the assume t height. p CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. P len9 op plate-ter top plate CONTINUOUS ALUMINUM TERMTE connectionusing 2-16d pals per foot. For shorter splice b.Fasteners shall be installed at opposing ends of the wood structural panel. SHIELD AND SILL SEAL INSULATION 2. HOLD DOWNS REQUIRED AT ALL. CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATHL the nel spacingshal be reduced in order to c.Anchors shall penetrate through the exterior wall covering with an provide an equivalent dumber of nals. embedment length of 2 inches minimum into the building frame.Fasteners 2. Tabulated splice lengths assume a mean roof height of shall be located a minimum of 21/2 inches from the edge of concrete block 33 feet. For mean roof heights of 15 feet or less, the or concrete. A I R S E A L I N G AT F L O O R TO FLOOR tabulated values shag tted to be multiplied b 0.80. d.Where panels are attached to masonry or masonry/stucco,they shall be bBperYllY attached using vibration-resistant anchors having a minimum ultimate AIR SEALINC� AT SILL PLATE SHEARWALL SEG. DETAIL TYP withdrawal capacity of 1,500 pounds. E SHEET _.__ RES CHECK (�OMPLIANC �""'��°°F `�°�'"'m B °°F � AT LOGA7TOP PLATE 1aJ5 5HOhN AT LOCATIONS 5NONN c+�PAPER OVBt I, A VY GYP.BOARD ON TT OR FOAM INSULATION V2'GYP.BOARD M CD N ,TY o V2 GYP.BOARD ON V� RI61D I HEREBY CERTIFY GOMPLIANGE WITH ENERGY STAR BY THE FOLLOWING METHOD: GOMPLIANGE WITH ► latw ION} pL %FA M" wAus t TYVt3;PAPS OVER R18ID } 2020 NY5 ENERGY GODS BY THE FO110WIN6 METHOD. ntrezloR wooD LEAVER wTN RTSID woov N , 10.ALL WINDOWS AND SKYLI6HfiT5 MUST BE ENERGY STAR QUALIFIED OR MEET ALL 5PEGIFIGATIONS FOR Camm BAw:0FGAU.KW Ar BETS PI ANri1 COMNOI1,M0 of CAA))B AT + Pl�r+s)DE516N CONFORMS TO THE REQUIREMENTS STATED IN TABLE 402.1.2 NY5 ENERGY CODE ENER6Y STAR QUALIFIED WINDOWS. WINDOWS IN CLIMATE ZONES 2 AND 4 MUST EXCEED ENER6Y STAR 2X4�` 2>�It '" • + 1) THE THERMAL ENVELOPE REQUIREMENTS MEET OR EXG®SECTION N1102 OF THE 2020 IRG. 5PEGIFIGATIONS(CLIMATE ZONE 4: U-VALUE%%U<%%U 0.40 AND 5H6,G%%U(96%U 0.45) V151T ItF�w AV G COMPLIANCE DETERMINED BY MEETING PRESCRIPTIVE INSULATION REQUIREMENTS BY USIN6 A TOTAL WN6Y5TAR.6Cr//WINDOWS FOR MORE INFORMATION ON ENERGY STAR QUALIFIED WINDOWS. UA ALTERNATIVE(SEE RE50HECK FOR VALUES) II. ALL DECORATIVE 6LA-%AND 5KYLOW WINDOW AREA COUNTS TOWARD THE TOTAL WINDOW AREA DRYWALL. CAULKED INSULATION AROUND HEADER-2X4 WALL INSULATION AROUND HEADER-2X6 WALL 2) THE ELECTRICAL 4 VENTILATION SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS AS NOTED TO TOP PLATE BELOW. REQUIRED IN IRG CLIMATE ZONE 4A AN IMPROVED WINDOW U-VALUE 15 REQUIRED AND 15 DETERMINED BY: scntE. N.T.5. scAl..l=8 N.Ts. REQUIRED U-VALUE= [0.0/HFA]x [ENERGY STAR U-VALUE)Y -ERE THE ENERGY STAR U-VALUE 15 THE MINIMUM 3) EQUIPMENT EFFICIENCY STANDARDS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LOCAL REQUIRED U-VALUE OF THE CLIMATE-APPROPRIATE WINDOW SPECIFIED IN THIS BOP. EXTERIOR SHEATHING THE RESIDENCE MUST BE BUILDER OPTION PAGKA6E PRESCRIPTIVE NOTED BELOW GLUED OR 6A5KETED TESTED BY A THIRD 12. UP TO 0.7 5%WFA MAY BE USED FOR DECORATIVE 6LA%THAT DOES NOT MEET ENERGY STAR TO TOP PLATE ROOF ROOF�++FOR • ROOF SINN6LE5.SEE ROOF PUN FOR ADVITIONAL IrFo. w 4) ALL WINDOWS TO BE ENERGY STAR LABELED WITH A MAXIMUM U-FACTOR OF 0.31 WITH A 5H6G OF 024 REQUIREMENTS. FOR EXAMPLE,A HOME WITH TOTAL ABOVE-GRADE CONDITIONED FLOOR AREA OF 2poo s.f. PARTY RATER FOR AIR LEAKAGE. THE MAXIMUM PRovIVe 10=a HATERSMB.D To 24•ntsme ExrezlOR M►N.l„ PROVIDE Ice a NATH2 WED TO 24•nNsroe otTtrtaR wnu. � MAY HAVE UP TO 15 s.f.(0 i5%OF 2p00) OF DECORATIVE 61A55. OVER AL.Pl"Ns AM�ATrAOt W NrMOM IN OVER ALL aASW Aw 6VITER ATTAcrlMerr HARPHARE IN EXTERIOR 510INO ALLOWABLE RATE OF CD AGC.ORDANGE wTN SECTION go52Ta tNYS cone) AU�ORDAFIGe NtlTN secT1ON 405.2:11 rt+YS GODS) Q tq ENERGY STAR QUALIFIED HOMES TAPED TO DETERMINE DOMESTIC HOT WATER(DI1W)EF REQUIREMENTS FOR ADDITIONAL TANK SIZES,USE THE AIR LEAKAGE A5 NATIONAL BUILDER OPTION PAGKA6E 6A5 DHW EF SG�lhASS�U Obq -(OA02 x TANK GALLON CAPACITY) ELECTRIC DHW EF Sf,SKIhSGSGU O.�fiT- TAPED OR SEALED JOINTS VERIFIED BY THE AGH 50 2•X ROOF IR�teRS.SEE PULE FOR ADDI110NAL aarO. 2•X ROOF RAFfe�x SEE RAM FOR ADVITMOL W-O. N (0.001 x TANK 6ALLON GAPAGITY) IN EXTERIOR SHEATHING TEST IS 3 AIR CHANGES AT G e L TM ��sloe VwIL n+I•AIRSAP wR ROOF varrtl+s.PROVI°E � PER HOUR. THE TEST 15 5pAGE N LAYER 0:KRAPT FACED BATT IN9UATM BETWEEN AMC Verf1I�T10N AS REauI�. N MIXED AND COLD CLIMATE5 (2015 IRG CLIMATE ZONES 4A) N AM OF KRAFT FACED BATT Ra A"90 E33N u. 14. IN HOMES WITH GAS OR OIL HYDRONIG SPACE HEATING,WATER 1 EATING SYSTEMS MUST HAVE AN EXTERIOR SHEATHING TO BE PERFORMED AT '� CeILMs DORM R V N AYE R OF UWACED BATT '� CBLINB JONM AND N LAYER OF UWMM BATT c' EFFIGIENGY%%U>%%U 0:1b EF. THIS MAY BE MET THROUGH THE USE OF AN INSTANTANEOUS WATER HEATING GLUED OR GASKETED ANY TIME AFTER THE MLA"PEFMDIGUAR TO�IW�T•SE MSIAATION PERPEN?M AR TO GEILM6 JOISTS.SEE COOLING R16HT 51ZED 9 13 SEER A/G (14 SEER/1 I5 EER/55 HSPF) '� ��'FOR� 'L W0 SEGTiOM�FOR ADDITIONAL INTO EQUIPMENT(WHERE ENERGY STAR QUALIFIED HEAT PUMP SYSTEM OR AN INDIRECT STORAGE SYSTEM WITH A BOILER THAT HAS A SYSTEM EFFICIENCY A5SH5lASKSKU 85 AF1E TO BOTTOM PLATE GREATION[AND %"ON W5�ICANE STRAPS eVBZ(RAFTS SIMPS N W NIRRICRE STRAPS EMERY RAFTER PROVIDED) HOMES WITH TANKLE55 COIL HOT WATER HEATING SYSTEMS CAN NOT BE QUALIFIED U51N6 THIS BOP, BUT COMPLETION] OF ALL. OF Kf%0THEI4 5E NO7M SEE DETAILS WB55 OMNSE N07M SEE DETAILS d CAN EARN THE LABEL U51N6 THE ENER6Y STAR PERFORMANCE PATH REQUIREMENTS. THE REQUIRED BUIL DING Rev ATM RIM�TION. ENERGY STAR QUALIFIED 6A5 FURNACE 40 PENETRATIONS. A OR ENER6Y STAR QUALIFIED FEAT PUMP(SEE NOTE 3 FOR SPECS) IX-PR.�ROOF PLAN tBO ADDnnoNr4.Imo. IX-PR.5�ROOF PLAN FOR A�VrttoNAl_ALIJ 15. ANY COMBINATION OF ENERGY STAR QUALIFIED PRODUCTS LISTED MAY BE INSTALLED TO Ml�l'THIS caNrn�uals�, � Ix_PRE-Pwr�FASGI�a eoARD�P ry AwM. camNal$SPRAY F Uc_PRE-PRIMED FASCIA eoA�AP ry nulM. � HEATING REQUIREMENT. ENERGY STAR QUALIFIED VENTILATION FANS INCLUDE RANGE HOOD,BATHROOM AND WRITTEN REPORT OF THE V m �1 EQUIPMENT OR ENERGY STAR QUALIFIED BOILER(85 ARUF,) RESULT OF THE TEST AT TIf ra'of ALL wnus FASCIA cLADDors IYP.TTRourllOUr UN.E56 AT THE TOP of ALL YYd15 FASCIA uaDVINs TYP.TNRa7sllour uNt� � � 0 111 INLINE FANS. ENERGY STAR QUALIFIED L16HTIN6 FIXTURES INSTALLED IN THE FOLLOWING LOCATIONS C4%MM CAULK at SPRAY FOAM OT1041.:e NOT® CONTIAM CA"OR SPRAY FOAM o7�5e N� OR ENER6Y STAR QUALIFIED OIL FURNACE(85 AR1F) EXTERIOR SHEATHING SHALL BE SIGNED BY SEAlAt1T Ia•DRIP EDeE TYPICAL 5EMAW �112•DRIP�TYPICAL Q rc LL SHALL NOT BE COUNTED: 5TORA6,E ROOMS(e g.,CLOSETS,PANTRIES,SHEDS)OR 6ARA6EE. EL161BLE . THERM05TAT ENER6Y STAR QUALIFIED TH-IERM05TAT (EXCEPT FOR ZONES W/ RADIANT HEAT) GLUED OR 6A5KETED THE PARTY GONDUGTIN6 W 2X4'TOP PLATE H"SEAL GONE 1 SOFFIT Vert IITN PEW-ORATEO SaTIT 0)2•X4•TOP PATE H N SEAL cOTrr.1 SOFFIT Derr h1TN PERf`ORATED soPFrr d APPLIANCES INCLUDE ENERGY STAR QUALIFIED REFRIGERATORS,DISH WASHERS AND WASHING MACHINES. MATERIAL OF APPRDV®PgT MESH at 5CfdBfD MATe21AL of APPROVED PEST M�FI OR 5G G y o O DUCT WORK <4 Gfm TO OUTDOORS/100 ft AND LEAKAGE R-b min. TO TOP PLATE THE TE5T,AND SHALL 13E KRAFr FACED BAIT WA LATH 5ff wwT FAcw BATr MSULATm 5ff y sq FURTHER EFFICIENCY AND 5AVIN66 CAN BE ACHIEVED 13Y INSTALLING ENERGY STAR QUALIFIED ��S FOR ADOMONAL WO. VRfYL SORTI,�DRAHMS SM11M FOR ADDrnoN&W-0. VMYL SOPHT,SEE ORMOSS 4 .5 INSULATION ON DUCTS IN UNCONDITIONED SPACES ADDITIONAL LI6HTIN6 PROVIDED TO THE CODE 5VNS•SEE�yA SVMs.SE�A PRODUCTS, IN ADDITION TO THOSE REQUIRED(e g., rNooV 5TUV5 5�coNSTraICT10N PLAN HOOD 5TW5 5�c0►sTTalcTloN PLA11 ,,/ ENFORCEMENT OFFICIAL. `TYV H ATION R161D HaISEON \ S INFILTRATION(�NGF60): b In CLIMATE ZONES 3-4 �I I/2 GYPSUM WALLBOARD •rYvec•IIOu,E wz►P at eauAl_ In 6YP�.�I1P1 WALLBOARD •IIOI>,E MAP� .� N� �P , ENVELOPE ' INSULATION LEVELS THAT MEET OR EXCEED THE 2004 IRGB� 16. EFFICIENT LI6HTIN6 FIXTURES REPRESENT A 516NIFIGANT OPPORTUNITY FOR PER515TENT ENERGY 5AVINGS - EXTERI la'EXT.6RADE PLYHNOOD. EXTERIOR •6RAVE PLYHOOU. �s� c� 6, 7 COMPLETED THERMAL BYPASS INSPEGTION CHECKLIST 9 AND A MEANINGFUL.WAY TO DIFFERENTIATE ENERGY STAR QUALIFIED HOMES FROM TH05E MEETING TAPED OR � b' WINDOWS ENERGY STAR QUALIFIED WINDOWS OR BETTER MEGHANIGAL VENTILATION: JOINTS IN EXTERIOR z -}, • 5HE/�THING O i w w (ADDITIONAL REQUIREMENTS FOR GZ2 AND GZ4)10• % M AUTOMATICALLY GONfROUM MECHANICAL VENTILATION SHALL 13E INSTALLED TO MET THE 2X4 EXTERIOR WALL WITH VINYL SIDING 2X6 EXTERIOR WALL � � ; J , o CAS(EF): 40 6AL = ObI b0 GAL = 057 &0 6AL = 053 FOLLOWING REQUIREMENTS FOR DE516N AIR FLOK FOR AIR SEALM6 -NOT TO SCALE FOR AIR SEALING R�A�IrS-NOT TO SCALP Z w m c U Q WATER HEATER ELECTRIC(EF): 40 GAL = OA3 50 GAL = O 92 50 6AL = ObM 13 ,14 TABLE MI50132%)NYS RES.GORE c 1 OIL OR GAS INTE6RATED WITH SPACE HEATING BOILER C4wnK" HHOLI=- M5E MEC+ NIGAL VENTILATION SYSTEM AIRflOW RATE RE6VIRt�NT5 EXTERIOR SHEATHING � A PERMANENT w � � Q �z - Q z � FIVE OR MORE EAER6Y STAR QUALIFIED APPLIANCES,L16M FIXTURES, For 5I I foot=OD924 m2 1 abtc foot mhute=OD0047I9 m3/s. GLUED OR 6A5KETED CERTIFICATE SHALL BE C7 � w I-O � C) } o Z LA PLIANNG� '5 16 GEILIN6 FAN515GUIPPED WITH LI6HTIN6 FIXTURES AND/OR VENTILATION FANS e TO BOTTOM PLATE GOMPLETIED BY THE MOOR AREA BUILDER OR REGISTERED EMENT BACKER BOARD = Lu r Lu w 0 o w � < ENERGY STAR QUALIFIED HOMES NATIONAL BUILDER OPTION PAGKA6E ( feet) DE-51ON PROFE-56IONAL ERAMIG TILE OR TUB SURROUND ~ wp < L w a_� z LL' I_- Q N�tR OF BEDROOMS AND POSTED ON A WALL i z Q CW7 0 1-w w NOTES: I. THIS PROJECT 15 IN CLIMATE ZONE 4A,AS DETERMINED BY THE 2020 INTERNATIONAL RESIDENTIAL CODE Akflow h GFM IN THE SPACE WHERE THE uj o z o � � ~ CO 1- v = (IRG),FIGURE NI1012. <I 50 45 bO ?5 qo FURNACE 15 LOCATE:D, A � � LOOM W Q � Q z d � M Cn ---� F�- F-- CO F- c I�-3 4 -15 5 bo 4 FOCIO 105 ILITY ROOM OR PPROVED OGATIAON w tz jr O z w � z ie > U) TUB SURROUND BEYOND w Q > Q Q cn v7 0 0 2. GOOLIN6 EQUIPMENT SHALL BE _SIZED AGGORDIN6 TO THE LATEST EDITIONS OF ALGA MANUALS J 4 5, 4-501_ EXTERIOR SHEATHING N Egp OF NT Ir w ow.. Y O w- O cc:Y Q cc ASHRAE HANDBOOK OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE. MAXIMUM OVER51ZIN6 LIMIT 61.UED OR 6ASKETED INSIDE THE BUILDING. w 0- D cn =O z O rr 6,001 -1,500 AO 105 120 135 150 U w 1- } w } w = FOR AIR CONDITIONERS AND FEAT PUMP5 15 15%%%. THE FOLLOWING OPERATING CONDITIONS SHALL BE TO SILL PLATE INSULATED EXTERIOR o � Cc p LL -- � w � Z U USED IN THE SIZING CALCULATIONS AND VERIFIED WHERE REVIEWED BY THE RATER: STUD WALL 2X BACKER BOARD = I� z Cc W M w O OUTDOOR TEMPERATURES SHALL BE THE gciD% NO ID% DE516N TEMPERATURES AS PUBLISHED IN THE A5HRAE TABLE M150133(2) SILL PLATE INSTALLED BETWEEN 5TO5 F- 5 Q O no� z rL z O INTERMI I IENI WHOLE-HOU5E MECHANIGAL VENTILATION RATE FACTORS(a,b) HANDBOOK OF FUNDAMENTALS FOR'THE Homes LOCATION OR MOST REPRESENTATIVE CITY FOR WHICH RUN-TIME PERGENTA64-HOURIN EACH 4-HOUR SE6rJErrr OVER SILL GASKET DE516N TEMPERATURE DATA ARE AVAILABLE;INDOOR TEMPERATURES SHALL BE-5 F FOR COOLING AND 10 F 25� 1/2"WATERPROOF GYP. ANDIN6 FOAM FOR HEATING;INFILTRATION RATE SHALL BE SELECTED AS "TIGHT" OR THE EQUIVALENT TERM. IN SPEGIFYIN6 NOTE, BOARD TO INTERIOR UNDER TUB EQUIPMENT,THE NEXT AVAILABLE SIZE MAY BE USED. IN ADDITION,INDOOR AND OUTDOOR COILS SHALL BE (GREEN BOARD) MATCHED IN ACCORDANCE WITH ARI STANDARDS. A FOR VENTILATION SYSTEM RUN TIME VALUES BETHEM THOSE GIVEN,TIE FACTORS ARE 3. HOMES WITH FEAT PUMPS IN CLIMATE ZONE 4 MUST HAVE AN HSPF%%U>%9I5U 55,WHICH EXCEEDS THE PERMITTED TO BE DETERVIINED BY INTER "'not. SHADED COMPONENTS ENERGY STAR MINIMUM OF&2 H5PF. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE B.EXTRAPOLATION BEYOND THE TABLE 15 PROHIBITED' DE516NATE AIR FLO ATT INSULATION BETWEEN J015175 THERMOSTATS. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE THERMOSTATS,THE THERMOSTAT TABLE 1`1I501.4 RETARDER SYSTEM GONTINUOU5 SEALANT AT UNDER BATH TUB MUST HAVE "ADAPTIVE RECOVER Y"TEGHNOL06Y TO PREVENT THE EXCESSIVE USE OF ELECTRIC BACK-UP MINMIM R MI;ED LOCAL EXHAUST RATES FOR ONE-AND TWO-FAMILY LOGATION5 INDIGATED HFATIN6. 2"RI610 INSULATION BOARD (A 4. DUCTS MUST BE SEALED AND TE5TED TO BE%%U<96%U 4 GFM TO OUTDOORS/100 S.F.OF CONDITIONED For I cubic foot per mhuta=OD004719 m5ts. - - - - - - AT RIM JOI5T5 FLOOR AREA AS DETERMINED AND DOCUMENTED BY A CERTIFIED RATER U51%A APPROVED OR AREA TO BE EXHAUSTED EXHAUST RATES EQUIVALENT ASTM-APPROVED TE5TIN6 PROTOCOL. DUCT LEAKAGE TE5TIN6 CAN BE WAIVED IF ALL DUCTS Kfthens 100 cfm hterm►ttent or 25 cfm conthuous e AND AIR HANDLING EQUIPMENT ARE LOCATED IN CONDITIONED SPACE(I e.WITHIN THE HOME'S AIR AND B�•ooms-Tollat RoomsMa�,,al e,�t�1y of 50 cfm AIR BARRIER DETAILS & NOTES a THERMAL BARRIERS) AND THE ENVIEL.OPE LEAKAGE HAS BEEN TESTED TO BE<3 ACH50 OR <025 GFM 50 hterm►ttent or 20 cfm conthuous BATHTUB SURROUND INSULATION DETAIL (� FEREV,A ROfINWINIII&NT REQUIRE LOGATING DUGT5 WITHIN THE HOME's CONDITIONED SPACE 5GALE: N.T.S. (i.e. IN51DE THE AIR AND THERMAL BARRIERS) AND U5146 A MINIMUM OF R-4 INSULATION FOR DUCTS NOTES: �LLI IN51M THE CONDITIONED SPACE TO PREVENT CONDENSATION. FOR HOMES WITH EXHAUST ONLY MECHANICAL VENTILATION SYSTEMS,VENTILATION FANS SHALL BE 0 r b. ENVELOPE LEAKA6E MUST BE DETERMINED BY A RE5NET-CERTIFIED D RATER L151NO A RE 5NET-APPROVED ENERGY STAR LABELED M=R6Y RECOVERY VENTILATORS AND REMOTE/IN-LINE FANS ARE EXEMPT) p TESTING PROTOCOL. THE VENTILATION SYSTEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OCCUPANT 7. TO ENSURE CONSISTENT EXCAMN E OF INDOOR AIR,WHOLF4IOU5E MECHANICAL VENTILATION 15 INTERVENTION. HOWEVER,A READILY ACCESSIBLE CONTROL SHALL BE PROVIDED TO THE OGGUPANT. EXAMPLES OF COMMONLY AVAILABLE CONTROLS ARE PROVIDED IN THE SAMPLE VENTILATION CUT SHEET. ED RECOMMEND BUT NOT REQUIRED. J PROVISIONS SHALL BE MADE TO ENSURE SUFFIGII=NT MAKE-UP AIR IS PROVIDED TO THE BUILDING WHENEVERb. INSULATION LEVELS OF A HOME MUST MEET OR EXCEED SECTION N1102 OF THE 2015 IRG. THESE SECTIONS R-15 3" RIGID INSULATION. SEAL ALL WHENEVER AIR 15 EXHAUSTED IN AGGORDANGE WITH THE REQUIREMENTS OF GRAFTER IT OF THE ALLOW FOR COMPLIANCE OT BE DETERMINED BY MEETING PRESCRIPTIVE INSUAT ON REQUIREMENTS BY USING SEAMS AROUND RIGID INSULATION U-FACTOR ALTERNATIVES,OR BY U511N6 A TOTAL UA ALTERNATIVE. THESE SECTIONS AL50 PROVIDE RESiDENT1Al GORE OF NEW PORK STATE OR GRAFTER l OF THE ME-GHANIGAL CODE OF NEW YORK STATE. WITH SPRAY FOAM 6UIDANGE AND EXCEPTIONS THAT MAY BE USED. HOWEVER,NOTE THAT THE U-FAGTOR FOR STEEL-FRAME ELEGTRIGAL kwh SAVINGS: (500 kWh 5AVIN65 MINIMUM) ENVELOPE ASSEMBLIES APPRE55M IN SECTION N1102 SHALL BE CALCULATED U51N6 THE A5HRAE ZONE A) ELECTRICAL SAVING LEVELS GAN BE ACHIEVED BY INSTALLING A MIXTURE OF COMPACT FLUORESCENT N w METHOD OR A METHOD PROVIDING EQUIVALENT RESULTS AND NOT A SERIES-PARALLEL PATH GALGULATION LAMPS,FLUORESCENT LI6HTIN6 FIXTURE,EFFICIENT APPLIANCES,GEILIN6 FANS EQUIPPED WITH EFFICIENT METHOD A5 15 STATED IN THE CODE. ADDITIONALLY,SECTION N1102,WHICH ALLOWS FOR THE REDUCTION OF LI64TIN6 FIXTURES AND FURNACE OR AIR HANDLER EQUIPPED WITH VARIABLE SPEED EGM MOTORS. GEILIN6 INSULATION IN SPACE GON5ITRAINED ROOF/GEILIN6 ASSEMBLIES SHALL BE LIMITED TO 500 S.F.OR B) ALL LIGHTING,APPLIANCES,GEILIN6 FANS EQUIPPED WITH EFFICIENT LI6FfTIN6 FIXTURES AND w 20%%%OF GEILIN6 AREA,WHIGNMR 15 LESS. IN ALL GASES INSULATION SHALL.BE INSPECTED TO 6RADE I CONTINUOUS CAULK OR SPRAY FOAM BATT INSULATION BET G INSTALLATION A5 DEFINES IN THE RE`SNET STANDARDS BY A RE -GE32TIFIED RATER,WITH THE FOLLOWING VENTILATION FANS SHALL HAVE THE "ENERGY STAR LABEL. SEALANT AT ALL TOP PLATES AND BETWEEN EILIN6 AIR SEAL THE TOP OF ALL INTERIOR Q EXCEPTIONS: C) ENE ROY STAR LABELED LICHTEN6 FIXTURES AND LAMPS(GFLs) SHALL BE INSTALLED IN HIGH U5A6E JOISTS SEE SECTIONS WALL5/ATTIC INTERSECTIONS FULLY 1. RIMMAND JOISTS-THE INTERIOR.5EEATHIN6/ENGLOSURE MATERIAL 15 OPTIONAL IN ALL CLIMATE ZONES, AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS(I e.PRIMARY LIVING SPACE, INGLUDINC FIN15FED 66 6s( SIL1 PLATES WITH SPRAY FOAM. SEAL ALL PROVIDED INSULATION IS ADEQUATE Y SUPPORTED AND MATS ALL OTHER REQUIREMENTS. BA5EMENT5,WALK-IN CLOSETS AND OUTDOOR LI64TIN6. EXCLUDE CLOSETS, 6ARA6E5 AND UNFINISHED ELECTRICAL, PLUMBING, ETG. u. WALL INSULATION-THE INTERIOR 5HFATHIN6/ENGL05URE MATERIAL 15 OPTIONAL IN CLIMATE ZONES 13 BASEMENT) PENETRATIONS INTO ATTIG PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. D) L16HTIN6,APPLIANCES AND FURNACE OR HANDLER VARIABLE SPEED ECM MOTORS WILL BE CREDITED WITH III. SEALED,UNVENTED ATTICAWOF,ASSEMBLIES-THE INTERIOR 5HEATHIN6/ENGLO5URE MATERIAL 15 kwh 5AVIN65 AGCORDIN6 TO THE TABLE BELOW: � hh OPTIONAL IN CLIMATE ZONES 1-3,PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL l.J OTHER REQUIREMENTS, INGLUDIN6 FUI I CONTACT WITH THE EXTERIOR(ROOF) SHEATHIN6. ENERGY STAR ECM TOP PLATE U 1 ZI Iv. FLOOR INSULATION OVER UNCONDITIONED BASEMENTS OR ENCLOSED CRAWL SPACES,EITHER VENTED OR LABELED LI6HTIN6 ENERGY STAR LABELED APPLIANCES MOTORS I I �T� a UNVENTI=U,NEED NOT E3E ENCLOSED ITHOU6H FLOOR INSULATION OVER AMBIENT CONDITIONS DOES) (INCLUDING LI6HTIN6 IN 01-6.FANS) CONTINUOUS CAULK OR SPRAY FOAMi I W ENERGY STAR ENERGY STARENLR6Y STAR ENERGY STAR Y ST ENER6Y STAR IN ALL SEAMS OF 5UBFLOOR TO v >< 1/2" 6YPSUM WALLBOARD z NOTE THAT THE FENESTRATION REQUIREMENTS OF THE 2015 IRG DO NOT APPLY TO THE FENESTRATION LABELED LABELED LABELED LABELED LABELED LABELED CREATE AN AIR SEAL FROM FIRST a t REQUIREMENTS OF THE NATIONAL BUILDER OPTION PACKAGE. THEREFORE, IF UA CALCULATIONS ARE z FLOOR TO BASEMENT PERFORMED,THEY MUST USE THE IRC:REQUIREMENTS(WITH THE EXCEPTION OF FENESTRATION) PLUS THE LASED ISBW35 FIXTURES I6ERAT FREEZER DISH I^WSFER CLOTHES WASHER kwh PER AIR BASED GFL "BULBS") HANDLING UNIT �� Co > FENESTRATION REQUIREMENTS CONTAINED IN THE NATIONAL BOP. FOR MORE INFORMATION,REFER TO THE 2X4 WOOD STUD r� "GOOFS AND STANDARDS INFORMATION" DOC NUMENT. 50 kwh EACH -T5 kwh EACH 100 kwh EACH 50 kwh EACH 50 kwh EACH '15 kwh EACH ' W R,Z cl. THE THERMAL BYPA55 INSPECTION CHECKLIST MUST 13E COMPLETED FOR HOMES TO EARN THE ENERGY a I STAR LABEL. THE CHECKLIST REQUIRES VISUAL INSPECTION OF FRAMING AREAS WHERE AIR BARRIERS ARE . THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE WAG EQUIPMENT AS USED FOR THE PURPOSE (2) 2Xb ACQ SILL PLATE WITH A OF THIS PR06RAM. a COMMONLY MISSED AND INSPECTION OF INSULATION TO ENSURE PROPER ALIGNMENT WITH AIR BARRIERS,THUS GONTINUOU5 ALUMINUM TERMITE a \\/\\/ 0 z 2. A MAXIMUM OF b LAMPS WILL COUNT TOWARDS kwh 5AVIN65. v, SERVING AS AN EXTRA CHECK THAT THE AIR AND THERMAL BARRIERS ARE CONTINUOUS AND COMPLETE. SHIELD AND SILL SEAL INSULATION d H v v W � 1� m cz AIR SEALING AT SILL PLATE AIR SEALING AT INTERIOR WALLSIATTIC U 5GALE: N.T.5. 5GALE: N.T.S. R-15 3" RIGID INSULATION. SEAL ALL SEAMS AROUND RIGID INSULATIONI WITH SPRAY FOAM rpm CONTINUOUS CAULK OR SPRAY FOAM CONTINUOUS CAULK OR SPRAY FOAM IN ALL SEAMS OF 5UBFLOOR TO SEALANT AT ALL TOP PLATES AND CREATE AN AIR SEAL FROM FIRST SILL PLATES FLOOR TO BASEMENT x AIR SEALING AT FLOOR TO FLOOR AIR SEALING AT BASEMENT TO FIRST FLOOR 5GALE: N.T.S. SCALE: N.T.5. INTERMEDIATE BEARING TJI®/Pro'100TSJOISTS ALLOWABLE HOLES - TJI® Joists Q JOIST DETAILS Load bearing or shear wall above NO LOAD BEARING WALL ABOVE 9Y"1 m and 118" see tcbk (must stack over wall below) Web stiffeners regpired I`—'I see t&k o each side at B3W Load from above 1�" TimberStrand®LSL a O For information on lateral Blacking panels flange N >_ Blocking load capacities, refer to Blocking panel may be respired with 3 „ N < pit current Trus Joist rim 2x4 minimum shear walls above or Plus®web,typical board literature. ash blocks �_� X6 /a Performance 4 Maintain adequate below-see detail BI " * cccrrr��f distance from bearings Q fa•rtctagukr Mks, / TJI®/ProTM 120TS JOISTS DI 2 x D D2 119E momuer r of $i BIW Xbx 9Yz",11 8"and 14" be i1 web minimm t axle (also rgplip 1�„ to ty laks) Do not cut holes Web stiffeners 2x4 mi imurn r---j larger than 1}/z"in h block$ cantilever d r fired each side 1Y" anberStrand®LSL Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Tile joist Trus Joist For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Cut holes with care and rim board at BIW and B2W Use 2x4 minimum scjyash blocks g Ai A2 Must have 1314"minimum joist J�3 Must have 1%"minimum joist $2 B2W $3 B3W (� to transfer toad from above to contact your Trus joist representative. in the joist web only O Cn bearing at ends bearing at ends O bean late below JOIST O g � ROUND HOLE SIZE Q - n9 P DEPTH Tilol SQUARE OR RECTANGULAR HOLE SIZE Attach reinforcement t0 2" 3" co 4•' S" 6y" 7" 8%- 9• 10%" 12" 2" 3" 4" 1 5" 6y'• 7" 8%•' 9" 103/" 12" N joist to and bottom 1 " 14"and 16' r-6" 2'-6" T-6" 5'-0" 6'4' N J P Pro-100TS 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" � 6'-0' length of TJI® ail Trus Joist rim TJI®/Pro-130 JOISTS board to blocking with 1� r-o" 3'-0" a'-o° s-o" s'-s° 1 9y- Prom 120TS 2'-0'• 2'-6" T-6" 4'-6" 6'-6" 4'-0" length Of joist reinforcement cOrYlectlan5 IVQtent flanges with one 8d (�") 8 Z�� Prow 130 2'-0" 7-6" 3'-6" 4'-6" 7'-0" Web stiffeners " 8 diameter maximum hole for common nail at each Nail through 2x-, wood backer and 2�/,s' 7-0" T-0" 4'-0" s'-0" 7'-D" r ired each 8" diameter maximum hole for Y reinforcement 8' diameter maximum hole for and filler block. Use " egjl 7 1 1 � 1 � One side � � � N 1 " I 1 " � 1 1 „ t0 decking schedule comer TJI®joist web with 2 rows IOd Pro-150 2'-0" 3'-0" 3'-6" 5'-0" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" side at EIW Il r� - 20 joists; 6 diameter r It% - 16 joists; 6 diameter 4-0 length with 91Z It% - 16 joists; 6 diameter Attach reinforcement to " 18" TimberStrand(@ LSL ProTM zso 2'-0" 3'-6" 4'-6" 5'-6" T-0" 7-0" T-6" 4'-6" 6'-6" 7'-0^ aboardclosure for '�' joists or for both sides at E3 maximum for 9V' joists or for and 113" TJI® joists. maximum for 912' joists or for joist top and bottom flanges Blocking (3 ) common nails at 6 or Microllam®LVL ProTM 3so 11-61, T-6" 6-0" 6'-6" 7'-D" 1•-s•' T-6" 6-0" 6'-6" T-0" led Blocking panel between each on-center clinched. Use Pro-100TS 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'_g' 6'_D" T-6" 7-0" 3'-0" 4'_0" 6 6" 7'-0" 8'-6" O .I P P � 16d (a'2 ) nails with Pro-120TS 1'-0" 2'-0" 2'-6" 3'-6" 4'-6" 5'- " 8'-0" 1'-6" 2'E 3'-6" 5'-0" 7'-6" 8'-0" panels less than 12 blocking panels less than 121 blocking panels less than 12' with one 8d ( 2 ) common joist. Nail to to late with l ' 1 flange not it flanges. long. Do not cut ft 5. long. Do not cut flanae5. nail at each comer 11� Pro-130 1'-6" 2'-D" 2'-6" 3'-6" 4'-0" 5'-0" 8'-0" 2'_1 3'_0" 3'_6" 5'_p" 7'_6" 8'_0" 9-6" decking G +9• � connections egpivalent to TJI®/ProTM 550 oasts. � decking schedule. J Pro-150 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 8'-6" 1'-0" 2'-0" 3'-6" 5•-0" T-6" 8'-0" 9•-0" Qj / 1 Pro-250 T-0" 1'-6" 7-6" 4'-0" 5'-6" 6'-6" 9'-D" 1'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" 9'-6" Q Z Attach reinforcement to Attach TJI® oast 12 length of Pro-350 1'-s° 7-s' 3-s° s-o" s'-s° T-6•' s'-s" e J 2" � 1'_6„ 3,_0., 4.�„ 6'_a' 6,_6„ 9,_0„ 9._s„ joist top and bottom reinforcement to joist reinforcement , reinforcement TJI®/ ro,160 JOISTS Pro-550 1'-6" 2'-6" 4'-0'• 5'-0" 7'-0" 8•-o" 10'-6" 3'-6" s-0" 6'-0" T-6" 9'-6•' 9'.6" 10'.6" 0 `t fan with 8d i 'nlorcement an P Jol 1•-0" T-0" 1'-0" s'-0' T-s' 9'-s" "' O One side At E5 f roTM 120TS 2'-0" 3'-0" 3'-6" 5'-0" 5'-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 10'-0" 11•-6" y =O . flanges (�°) web with 3 rows IOd � � 9Y"and 11 e" � common rlalt5 at 6' on- ( 1) N both Sides at E6 one Side at E7, 14- Pro-130 1'-0" 1'-0" 1'_6" 2'-0" 3'-0" T-6" 6-0" 5'_6" 8'-6•' T-0" 2'-0" 3'-0" 4'-0" 6'-0" T-6" 10'-0" 10'-0" 11'-6" (s• d() ��(/! Trus .bast rim 3 corrlmon nails at 6 both sides at E8 1Y" Pro-250 r-0" 1•-0" r-0" 1•-0" T-D" 4'-0" 6'-6" 7'-0" 10'-0" r-o" r-o" 2'-0" 4'-6" T-o" 8'-s" 10'-6" 10'-6" 17-0" J�� '+!S H� ,�Q• , center. When reinforcing on- center, clinched. Use Wood X Z \ Pro-350 1'-0' T-0" r-0" 7-6" 4'-0" 5•-0•' 7'-6• 8'-0•' 11•-o" T-01' 1'-0•' T-0" 5'-0" T.6" 9•-o" 10'-s" 11'-0" 12'-0" S� 5 N,• both sides Stagger nails " � t �`{1 1y1" icrollam®LVL Pro-550 1'-0" 1'-0" 2 0" LE 5'-6" 6'-6" B'-6" LE 12'-0" 2'-6" 4'-0" 64, T o-, 9'-0" 10'-0" 17-0" 12'-0" 13'-0" JU 2 rows with and backer i, 1 to avoid splitting. 7 05 ��� 5 flange roTM130 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" F-6" T-6" 1•-0" 1'-0" 2'-6" 3'-6" 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" P ng II/ TJI joists. 1 II �� '� ( 16" -f—� Face grain �}�� a 5 maximum 5 maximum e( ((��`('� ProTM 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'6" 4'-0" T-0" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 7'-0" 11'-0" 11'-0" 12'-0" 13'-6" Z 1 r"Jf IZOntQI �� \� ��\eJr ��" ProTM 550 To'. To- 1'-0" 1=6" 3'-6" 4-4- 7'-0" 7'-6" 10-0" 12'-0" 1'0" 7-6" 4'6" 6'-0" 8'-6" 9-6" 13'0" 13=0" 14=0" 15'0" O EI EIW O E3 E4 O E6 O E8 FI B ` lZ W O Q O �. Not for use with TJI®/Pro-550 joist r a" s" 6 10' 1r' 1a'/<" 1s'/ z a" s" a" 1a' 12" 14/" 16Y," ¢ Cc m ❑ � ' O OC TJI®/ProTM 250 JOISTS 18•• Pro- 50 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" T-6" 13'-0" 1'-0" 1'-0" 3'-0" 8'-0" 13'-0" 16-0" 17'-6" W ❑ Q O - O WEB STIFFENER ATTACHMENT 9Y" 11� 14"and 16" Pro-550 r-o° r-o" r-o° 3'-s° s'-s° 10-0" 1s-o° r-o" 7-0° s'-s' 1o'-s" 1a'-s" 16'-0° 1s'-o" cn y� LL F_ >- U Z 2 �••, 20" ProTM 350 1'-0" 1'-0" 1•-0" T-0" 2'-6" 6'-0" 10'-6" 14'-6" 1'-0" 1'-0" 1'-0" 6'-0" 11'-6" 15'-0" 17'-6" 19'-6" w L O W Z lr C�3 LI-I _ � � -1w > O OCOC Filler block: Nall with ten 1 Pr TM 0 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" T-0" 12'-0" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0" '14'-0' 17'-0" 18'-6" 19'-6" H W 1i O LL IOd 3 box nails EXTERIOR DECK ATTACHMENT " • Leave Y"web at top and bottom of hole. DO NOT cut joist flanges. F- "' U w Q ( ") r y minimum 1 9 Q m 0 a-D Z W clinched. Use ten 16d Structural exterior Apply subfloor option #1: 2�' maximum 1y" Microllam®LVL • Chart is based on uniform load tables in current design literature. = C7 0 1.- W ❑ w O 31'" box nails from each adhesive to all ® I flange I- ❑ Z ❑ � cn F- =! I-- v ( 2 ) 5heathi TJI Joist blocking with • For simple span 5 f ) y i requiring w o w W Q ❑ Q z Web Stiffeners required if sheathing " p p ( foot minimum uniformly loaded joists not re uirin commercial concentrated loads,one maximum size round hole may be (n Cc co --I l- i- m f-- sides of hanger do not side wit1fTJI'?Pro 550 � contact surfaces end blocks installed at Three 8d (A2 ) box nails, located at the center of the joist span provided no other holes occur in the joist. LU Q > � z Q � to O O joists. Use 15 nails with Backer block: Install Flush bearing plate 2 minimum �pc� joists o_ w O z <span Clinched i- w W Z 0 Y O Y Q (� laterally support at least l8" and�0" 1"'JI /Pro 550 required. Maximum Y" 5�5 locations usi " CC M a Y Un W °C l= Cc > ALLOWABLE HOLES Beams and Headers " of TJI'® joist to tight to top flange o� n9 (Three 16d (312 ) box nails - w a cn o z o oC flange J P Jois (tight to bottom flange overhang Permitted at " tt`� two 8d (22') N at TJI /11Fo 550) TJI®/Pro-350 JOISTS U w � � Li- = } > } n U y cncC ❑ O � W z 1 8Ys",11/",14",16", I , 2x Dianeter of the largest hole (minimum) I • with face mount ''•� �• 2 minimum box nails, = z I,_ � oc o Web stiffener each side. 18"and 20" I- � Q o � � � � �c) hangers). Attach with t%., Flashing typical depth Top flange " See sizes below. 2%s' ten IOd (3 ) boa( nails, ', Option o O Allowed Hole za,e 159 hanger clinched when possible. Treated _ 2x_ strapping installed using Tight fit W WEB STIFFENER SIZE 1Y" Microllam®LVL A depth 0 o � � � joist span locations using Face mount Backer block ledger Y" diameter 1 pe j fit' Vi' t' flange lag bolt Trus Joist QVjion #3• two screws r oast I x 2 minimum X span Allowed Note Zone X span hanger (both sides of rim board ' " 56" web with single directly applied ceiling 1s/4 x 2 minimum Cut only round holes and "S ® ' 2 ' 1" X 2 ' minimum only in the center of beam •+ TJI Joists When specified on the layout, � TJI®/Pro'"550 JOISTS ROUND HOLE CHART GENERAL NOTES � III Hanger height must be a }12 }�3 O Allowable load is 325 tbs per Y' pgl one or more of the three bracing W 3yz1 2x4 118",14",16",18"and 20" BEAM DEPTH MAXIMUM ROUND • Allowed hole zone is suitable for uniformly loaded beams only. minimum of 60% of joist depth O 0 diameter 1 bolt options shown must be installed HOLE SIZE O p O •, 3Y 4%" 1" No rectangular holes. � P M 5y" 18"icrollam®LVL 1y„ flange 7y"to 20" 2" • No holes in cantilevers. o � BEAM and COLUMN DETAILS See illustration for Allowed Hole Zone BEARING FOR DOOR BEAM TO BEAM lus®web once J BEARING AT WALL OR WINDOW HEADER CONNECTION Trus Joist rim board Strap per code if top TJI® JOIST ATTACHMENT AT BEARING or blocking for lateral plate is not continuous Trus Joist rim board ER BACKER BLOCK SIZES Support over header • TJI®/Pro- 100TS,120TS,150 and 250 joists:e" � Blocking panel Typical . `"`' r► • System Safety strut lines (Ix4 • TJI®/ProTM 130 and 350 joists:1"net mkilmlan) at 6 o.c. El Fasten at each joist with • TJI®/Pro-550 joists:2x- two 8d %')nails minkniun (see WARNING). Drive nails at an I1' minimum end 3 ' m'inimum DOUBLE TJI®JOIST FILLER SIZES Top flange angle at least IV bearing for single-family htemnediate • TJI®/ProTM 150 joists:I%"net r from end applications, �' for bearing, W may ace mount multi-family and light be respired for • TJI®/Pro-100TS,120TS and 250 joists:2x 03 hanger N2 cormne dal applications maximum capacity ' Column To bearing plate • TJI®/ProTM'130 and 350 oasts:2x + am Al joists: y"sheathing TJi®oists at bearing.,See current Trus fra Joist Rim board saint TJI®blockin ane/s orrnmidist.0d 3 nail each side nails at 6"on-center • TJI®/ProTM 550 oasts: Two 2x 1=2 between joists 9P 1 ( ") j ' literature for framing COr1rlP.ctOrS O Shear transfer.,Connections equivelent to decking nail schedule A3 Rim to TJI®foist • 18"or 20"TJI(@/Pro-350 joists: 2xl2+y"sheathing CONNECTION OF MULTIPLE 1%"width or less rim board orrim joist:Two 10d(3")box nails,one • 18"or 20"TJI®/Pro-550 joists: Two 2x12 � h PIECES OF TOP-LOADED BEAMS each side at top and bottom flange BEARING AT BEARING AT TJ/®)Pro- 130 and 350 rimjo st:Two 16d(3Y')box nails,one each `.J U "' TJI®/ProTM 550 rim joist:Toenail joist to rim joist with one 10d(3")box CONCRETE WALL COLUMN 13/4'Width Pieces: at top and bottom flange • Minimum OF 2 rows 16d (3V") Halls at 12' ":_ CS nail,each side of joist top flange W a Tile rim joist • Plfnimum of 3 rows 16d (3V Fr-1 7 0) nails at 12 1 a` 2x4 squash blocks:Two 10d(3")box nails,one each side at top and F� Verify Parallan® PSL or o.c. for 14" and deeper beans t. rm board Trus Joist bottom flange a i BEAM ATTACHMENT AT BEARING TimberStrand® LSL column •Nailed connections respire an additional row of H H capacity and bean mails when nail size is smaller than specified Trus .bast rim board (� bearing length. above (minimum 0.131' x 3.25') LI W w o o BI / O One IOd (3) box ndl Ln i See current 3�"Width Pieces: / rr UI ' each sxfe of member at A �� Trus Joist beeng, III' minimum literature. • Minimum of 2 rows)12' bdlts 132 from end M at 24' o.c, staggered C Z 53 Drive at an angle ~ �+ • to minimize IV minknuim Additional nailing or bolting maybe splitting of plate end bea-Ing , OProtect wood from direct L5 L6 required with side-loaded multiple member contact with concrete 0 beams. Refer to current product literature. P But• joists � W � P O Use B1 or B2 at O with blocking intermediate bearings panels ELEVATED P BEAM ON COLUMN BASE COLUMN BASE Erld of joists with load bearing wall COLUMN CAP at centel-the , from above Optional of support Braced end wall - non-shrink see rote 3 under grout WARNING \ •.! :�` �T•• p / DO NOT bevel cut joist DO NOT use sawn Beam seat cuts must ° • / beyond inside face of lumber for rim board or be within wall O / wall blocking.Sawn lumber Pi P3 L4 ° \ • • , may shrink after 0 4• a ° installation. Deck Ledger O •. Attachment ° structlaal FASTENING OF SHEATHING INSTALLATION TIPS sheathing Guidelines For Closest On-Center Spacinq per Row • Subfloor adhesive will improve floor performance,but p WARNING TJI®/Pro- Trus Joist rim board TimberStrand® may not be required. ° =V Joists are unstable until braced laterally Nail Size Microllam® LSL Parallam� 100TS 120TS 350 O BracingIncludes: LVL 1'• I PSL •When ° 150,250 130 550 1y"or under joists are doubled ai non-load bearing parallel Protect wood See ALLOWABLE NiXES partitions,space joists apart the width of the wall for from direct • Blocking • Sheathing 8d 12Yz")Common 3Y" 2" 2" 3" 6" 4" 3" 3" • Hangers • Rim Board plumbing or HVAC. Contact with ° � DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building 1 � to walk on joists until materials on unsheathed 16dd(3y")common N.A�1) N.(3")common 4 A A�1) 8" 6"(2) 6"(3)6" 4" 4" 4" • Additional joist at plumbing drop(see detail). braced. WARNING NOTES: joists. 4"3" 4" 6" 6" (1)Can be reduced to 4"on-center with maximum nail penetration of(1%"into the narrowedge). Lack of proper bracing during construction can result in serious accidents. Under (2)Can be reduced to 5"on-center with maximum nail penetration of(1ya"into the narrowedge). (3)Can be reduced to 3"on-center with maximum nail penetration of(1%"into the narrowedge). Addition all 5Nft joist normal conditions if the following guidelines are observed,accidents will be avoided. •Recommended nailing is 12"on-center in field and 6"on-center along sheathing ,foist Bee g ply to be flush with Inside face of Weyerhaeuser TM 1. Install all blocking,hangers,rim boards and rim joists at TJI®joist end supports. A yerhaeuser Business edge.Nailing requirements on engineered drawings supersede recommendations. wall or beam 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. • Nailing rows must be offset at leastY"and staggered. • Squash blocks and blocking panels carry stacked vertical 3. Safety strut lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area. • 14 ga.staples may be substituted for 8d(2Yz")nails if minimum penetration of 1" loads(details 61 and 62).Packing out the web of a TJI@ into the TJI®joist or rim board is achieved. joist(with web stiffeners)is not a substitute for squash 4. Sheathing must be properly nailed to each TJI®joist before additional loads can be placed on tlhe system. W G blocks or blocking panels. Farthest On-Center Spacing per Row 5. Ends of cantilevers require strut lines on both the top and bottom flanges. less:9 For joist widths 1 Y4"or•For joist widths geaterthan 1%": 24eon-center This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. 6. TJI®joist flanges must remain straight withinY" from true alignment.