The URL can be used to link to this page

Home My WebLink About52641-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD., NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH GIVE SET OF APPROVED PLANSANDSPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52641 Date: 01/29/2026 Permission is hereby granted to: Adam V Doroski Jr 500 Summer Ln Southold, NY 11971 To: demolish an existing dwelling and to construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 500 Summer Ln, Southold, NY 11971 SCTM# 78.-9-21 Pursuant to application dated 11/21/2025 and approved by the Building Inspector. To expire on 01/29/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,949.13 DEMOLITION $352.00 CO- RESIDENTIAL $100.00 Total 2 401.13 Building Inspector �"( C3F ICJ IJ'T ►LII�-- TTLDING DEPARTMENT Town Hall Annex 54375 Main.load P. 0. Box 1179 Southold,NY 11971-0959 �iiiiii, �j�/ - - ;f /�� Telephone ,.,� ia�f � � � `I (6,31) ��w5 � � ,�a�irr(631)7��w� 95 02 ply Gate Received •'ud� ..u��.Ia 4 dJ .�a d� �/ .�V n11J .�� ./..i,a n `,..../. All�� r Y .;.y„ a ,pw 3 ra For Office Use Only r i T PERMIT NO. Building Ins eaI N'O F n A i I, u Applications and forms must be filled out in their entirety.incomplete applications will not be accepted_ Where the Applicant is-not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/13125 ER PROPERTY: OWN (S)of PR - 000 SCTM #1000-078-00-09-00-021Name:Lucy cat 2 L'�C Project Add ress.500 Summer Ln Southold, NY 11971 Phone#:5169034516 Email.nicole@ghpre.com Mailing Address:630 Shore Rd t 331 Long Beach NY 11561 CONTACT PERSON: Name:Michael Liegey and Nicole Cooper Mailing Address. Phone#:6318977318 9 7313 and 5/69034515 respectively Email:mikelieg@aol.com and nicole@ghpre.com p Y DESIGN PROFESSIONAL INFORMATION: Name. Jam Design Services- Joshua Meyer MailingAddress:1257 Udall Rd. BayShore , NY 11706 Phone#.0318887318 Email.Jmeyer@]amds.com CONTRACTOR INFORMATION: Name:Peconic Building Solutions- Michael Liegey 11 011h hiliIIIIII Mailing Address: Email.mikelieg@aol.com#.6318977318 � g@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION C�Alt�eration ❑Re -7 Estimated Cost of Project:air Demolition New Stru�tu ❑Addltlon P � El the � 45QOf30 � ''�'�` wpm w 0 i im ll the lot be re-graded Yes CJ o N will excess fill be removed from premises?' Cl Yes ;No ? PFtOPERTY INFORMATION i Existing use of property.R-40 Single Fam Intended use of property. =40 tiingle fam Zane or use district in which premises is situated: Are there any revenants and restrictions with respect to .,40 this property? ElYes No IF YES,PROVIDE A COPY. "rhe owner/conrtra o r/design p n3f ssion�al is responsible f�►r,all drainage and storm water issues as provided by o, Chapter 236 of the.Town Code. APPUCAMON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws..Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein dew,lbed.The apptkant des to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorked inspectors can premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Nicole. OAuthoriz�ed Agent -Owner er Application,Submitted Bey �r�n, name}. Applicant:Signature of Date: g STATE OF NEW YID R K} COUNTY O F being Y dui sworn, deposes,and says that(s)he is the applicant (Dame of individual si ni :contract)above named, (S)he is the (Contractor,,Agent,Corporate Officer..etc.) of said owner or owners,and is duly authorized to perform or have performed the said work an make and file this . application are true to the Best of hiss no Age and belief;and �catsorr that all statements contained�n this app application; � . a Beaton fil e°thwer that the work�►r�riil be performed in the manner set forth in the pp n Sworn before me this m day of -4�72. °�� '0 N, ldry Publit, Lora A.Rosenthal Notary Public, N.Y_ n it 1 4 .�T[��., �{'."�/,,[("�! }�'"��,^fir{�"�y_`��1�,'�}r�jr"'�*ry� �" / if 4903 13 S 4.fol oun t V b the owner � 2 p p EprTes.'�.11 g 1.!,�f3� (Where the applicant is not h l residing at do hereby authorize OWN �o apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 9 LOT 21 FUj111Q1,LE:EAN I/A OWTS ,,q Ito #R-25-1277 AD SUFFOI. COUNTY DEPARTMENr OF HEALTH SERVICES % it 10 PERMITFORAPPROVAL Or CONSTRUCTIONFol NORT SIN GLEFAMILY RpslDFNCEAND POOL PAVILION REVISED PLANS APPIROVED- 1/211/2026 DAT E 8/9/2025 H,S,REF No, R-25-1277 Ap , PERMIT EXPIRES-8/9/2028 m oms EXP�,hi OM, DATE OF APPROVAL. ................. Design ProfessionaN CertificatIon(EWF4TMl Sdbl7flt PIE Or IR,A,,Certffication For 0" r N'll 141 N The IInstallation arid ConstrucUon of the Sewage D�sposM Systern (or2l, FN,aw Ulse Fc;rrn W1AIM0731 94,i"fl Mom Ab,,ii ,'ient ollhe,exis mom,be in wlh the, r,equhtwimts. amyafl�-4 Submit as prtjof mmftc 0 NKLvy� %1_11 wj F I LINES t0r22 !Ifil f �M1uuuuu W A TER :,fw F t IFWrtwy Water us,t ble,iIII 0 7 k''U'lF I 14yffo4k,1�qqrftRqptt�of f "N+,mrrrmw�wry wn.,»nm.......•-,.....ate„ "� T Call(631)852-5754,48 hours in "J F.,Jj advance,to schedule inspection(s). ..................... ........................ Kni wcrm u P "No q'F OF RICHARD M MATOAI A J04N 141RANDO POI BOX 2284 �7 Whhhhh." up ACIIJIFBOGUE NY 11931 PHONE:(631)523.5879 If EMAIL:RMATOARCHITECT@GMAlt COM Lor2j S t f L.P L........ 01, Of If I *ft 4mw I" 00r"A'A 001,4A 4/14 Tiq 4 A Pff#"k,'�At@G4,hr _j L%IJAAft NOTES Z 44 VECIM OFU XT"A.11)WJ(VLk'CE CONTVt7 SET*Jjj 11rE WJ.VMWVCE PKNIDM A10 Pf ZONED R-40 NON-CONFORMING LOT Aj A 104W,MM'Oft WXW 3 FRDADE A FRONT YAM:35'MIN �ENT FTE SFV41 BE PITIM TOViAPD W MrS$0 AV(LIQJ0 MILL DRAN TCrl 1K 014TS SIDE YARD!10'MIN.25'TOTAL 4 M EFFLLIENr F ILTIM SWU EE IIIISTU0 LMn Pf ACCESS CII OF rHE CEM UNfT CN 7IFc-01I ME REAR YARD.35'MIN _j MAX.GORSS FLOOR AREA CALL. PRZF�:&Tlc SYSTEM LF T0 A mwooms 2100+(12.5K429)=2216 S.F.MAX Mll a, (1)FUJaE.AN[06 5)�90(OWT5) (1)LEAGiNG NIAS 9.12DEEr a" (1)EAl LEXIIINC POM SOLVEKI WELDED 4"SCHEDULE 40 WELL PROFILE�?2�ABL DWELLING(35,,0) C&I'VI&I"'It"W10,To,F j A 4"$'OR,35 OfAm Cz,N unim 4 INIq f 1/6'/FT OIL GRADE 5%MAX F1 V10 7 ............ DRAINAGE CALCULATION JI SM, EL31,7 Nvl ii, PALE,F It& OWFLL ING:1248 SOFT, I 1 7 (1 f!ACH sr, LE,raw GARAGE/1"ATIO:520 SO FT. 4"SDR 35 8,0A 1,210r-Cp CONTAM 7 4"ECG 5 �� -1 1768 K 0,166�293,5cf RE!QUIRED PITCH 1/l X, LEAV� I r PANEL ej,w I P1rCH 1417*7' (2)SUA x 4'DEEP ORYVVELL=354d PROV(DED ==3 C EL19J VIA V?11 11. F11 it C'ENS XMIN 11-1-11,IL T"I" C�t fEsllf IE_ri.rc-T Bmu-ND WIER`Ell,4,Q ,SANITARY INVERTS FWL AND/DR m FENCING 4 .0. ��- Il%ma1rR 114)C,'CNAA ft I Ift .1................. AIR 110 SF AND NA L I V.0 In,M frm r1l m ELFCTRKAL SUPPLY TP TREATMMT vNrT LVO&I IF ejv,)�4 0w,IAAIY�411,11 UJIMAC A `TL f,1,46 O��,, oll�d,114V11-41111 JR,P1, a CIA, PA stj J,rlr 14,0 ksfwr4(,wu 0,4� &FujlClean USA LEACHING POOL NIS 0411 m,,�m owlir Wow w4w far 707 �,,fm Ilk DWI**IIIIII IF,mm III IF ko 41 4"f fi ,p 1,All, 71if 1, 041 If ftm# 7 4,4", 1"W"k?m Cvrmol "I'vF4mp 0-- 4,01[f,'U"IC 104 011F MAI Ot Fpvc e;; rt"A I wliilu FRONTMIDE VIEW FM17 F47 I,I'm i0CAn,_Qh,$.9,MW MW I 00SM,9A rKP4 PLAN VIEW 911AM- REVISED 01-20,26 AMOON 011l 00'fAAVW MW OPIlIMI REVISED 08-12-25 NAVD88 A#�Ek�10,19n,92,S0,FT or 0.25 ACRES REVISED 08-09-25 ELEVA 77ON UA nAt 04M Nor W,cmVp0m,10 tr A 01 It WK 1�4r M''XW PKf QXWAN WWA%tW?AL 0QMY AW UAOOO^$#AJ1Iw mmmoo,PmAmmws,Aw,Aar 06Woutwr R'A 5910CM,PIMP07'AW OW**)UYM X44Y Aff fmaw,'rw AW&W tol)v*t$mX1kA"rAW#* 00%V ITY tA"1100 m,QAw'PC Vwmw OF F&Ctjx,AwrAWM,M4 KM OR AW 0III A~ 7% CAS.Ill SURVEY OF: LOT 22 1 CERTIFIED TO;_22E .,�IJNTER PROPERTY SOLUTIONS; mAP or-BAYS(DE TERRACE FILED:MARCH 11.1953 No,2034 Abill,.0 SITUATED AT SAYVIEW CLEANOUT DETAIL TOWN OF!SOUTHOLD Milli SUFFOL.K COUNTY,NEW YORK j L*od Suz .......... . ...... P.O.Box 153 Aquebogue,Jlew York 3101 SECTIONA-AVIEW [FILE 225.36 SCALE--1'=30' DATE-FEES 27,2025 mlyl Q$d AIM Osaw, FROWN(031)QN-15W FAX(631)2WI L......@q, TEHIM DESIGN GROUP, ARCIHIITECTS 1257 Udall rd Bay Shore, NY 11706 1.1./20/2 5 Town Of Southold 54375 NY-25, Southold, New York 11971 RE: No Natural Gas Letter 500 Summer Lane--Southold , New York Inspector: This letter is to confirm that as of the writing of this letter No Natural Gas Service from the roadway exists at the property known as 500 summer lane,Southold New York. r w ,` ° 4 p va Very Truly Yours, Emmanuel Tehn Ad'dY 04 µ.me t i p�� ' ;jc,,h Ckvre wllip' IRF Compliance Ceirti ficate Project Informat'lion Project Title: 500 Summer Lane Energy Cade: 2015 IECG Location: Southold,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None � Conditioned Floor Area: 2213 ft2 ,b I im w , Glazing Area: 16°l , Climate Zone: 4a(5572 HDD) o 4� Project No: 1726149 up , �e All Electric: true Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump true Construction Site: Owner/Agent: Designer/Contractor: 500 Summer Lane Joshua Meyer Southold,NY 11971 1257 Udall Road jam Design Services Bay Shore, NY 11706 (631)888-7318 jmeyer@jamds.com Project Notes: Report Title 500 Summer Lane Report Gate: 11117/25, 8:21 AM 1 of 11 pp Insulation p pectiloin uuoioiuownww.wwww.w.wriwwwu�uinn'�m�m�mmmmm�imimm�rcr�Nfimin'm�m��M1Ua xmmm'wWm'nfinM^�tn'�W rrr.weiwuwwu�vimowu�wrdaw�wwmuaunuwduewwr�Nauarcrcaummw'mxwwwwwwauvowwu�uwwwwwww.wummurvrvmmmmivmmmvNNr�nmmrcuMmmm,Ivm�muri, Section Plans Field & Req.11) Insulation Inspection Value Value .�2yy�tyyV},,�yyv/+ta�Mvg�gp/Wnuw,wwwwwwwwwwwnnw umrvmmmmmrmmmmummnn WmrimJ✓iF4�J'KY�diWYYNF6W,�� u'1^`A,i^ ^�^��nmam�memmimammmmmmrvmmmmw�mmm�mmmmmmmnnnnni+r�SHMN�,HHIW��NMu'�w.v.Wl'M+M. mmmMmm�vmrw wuivmmnrex .....�'+'��ioi�i muummmimmmmm mimi��rem Complies? s 343.1 All installed insulation is labeled Complies [IN1312 or the installed R-values provided. Does Not om ply QNot O ervable PNot plipcable 4C1 .1.1, Floor insulation f-rralu ,,,,,,,,,,,,,,, :....... Complies See the Envelope 402.2.6 p,� �n,,,, r�n,,.....,n„G Assemblies table for [I N 111- 0 Wood �Wood Not values PomplyDoe 0 Steel 0 Steel Not Qservable QNot Pplicable xmmrrtn u�nww�uuw�wiwvnmwow,w,w,w,w,w,w,w,w,w,w,w,w,w,w,w,w,w,mmmmin uuum uuummmmmmnmm�miwmmi�kmm�rviMHF4FGF4WAWAKdd�SYNffiDINM'+3,,,MNW! �uu�aeuuw mmmm um mmmmmmmmmmmn:.�yr�.��9r mnr;rr�L,ddddd;5' 't,oQOQnmuw.mw,�}�i'W'o�...t? onn,��r.wuuwwrv,wiwTw ,PfrLm mmmmmmmmnMM➢a uuwwm�maww'uwwwrviwwuwwww �.re•«une»+rrrrvHr»m6✓H3 ✓*��,mwim✓mi nnmmm ,.. �NdW�w,vrrrrrrrrrrrrnarw 303.2, Floor insulation instal,Jecl per 0 Complies 402.2-8 manufacturer's insts,"uctions,and Does Not [IN21' in substantial contact with the underside �the� or POubiloor, mply floor framing cavity insulation is Not in contact with the t l>side of 93servable sheathing,or continuous insulation is installed on the Not underside of floor framing and Ppplicable extends from the bottom to the top of;all perimeter floor framing members. amwr�nnnnmm�nmmnmmmmmmmr Arvrnn�nrvrrrwrmMn«w..+w,ww,w N✓� � v� � iiµ��ii nmm uum rvmm� vw.vr��.:m'miryumm�.w��m�nnm�ry mm r�„�,as rrfrDvvuYOVwrvrvili4lWWfdA"m'mwwwwnw.wrwwwwwwuuna��uw�mm ew mm�mmnm mm.rNrNrNrN....mmnrm�Nii� llfW/WN��wvumwmwrvww��aminmvmme®wmn uummmmmmmmn�mmmnimm�mmlllRl�li'd✓/�^1....... u,eunnu�nwwwnwu�vea�ummmnnnnnmmmmmmmmmmmmmmm�mnmmnmmm,mmFYvl 402.1.1, ''Nall 4istilatin i"�-vaiuew If this is . Complies See the Envelppe 402.2.5, a m � alit w�°tip a.� �� of „..,.„ Does Not Assemb a i table for 402.2.�6 the wall,insulation �� the,,wall 0 Wood Wood values [IN3]1 exterior,the exterior insulation Pornply requirement applies(FR10). (D Mass 0 Mass Not 0 Steel Steel Q=vable QNot Pplicable ,,a,s;mmmA_. ��....—w. .. .', ........ 3tl3.2 V11all insulation is installed per 0 Complies [IN4]1 manufacturer's instructions_ Does Not amply qNot o3servable QNot Pplicable Additional Comments/Assumptions: . -- . .._ ......,,T..,.� �� ......... Impact m y»ran�mNa dflNir{. �1 i e r J 1 Hrelh lm act(Tier 1) �M edium Impact[��r�) � Lowp � � � �m mrvrvrvrvrvrvrvry��, �aww,��Aw Report Title. 500 Summer Lane Report Date: 11/17125, 8-21 AM 7 of 11 on Checklist Inspect! Oil Energy Code:2018 IECC Requirements:100%were addressed directly in the REschecksoftware Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-I nspection/Pla n Review ............. ........... Section Plans Field Verified Verified &Req.10 Pre-InspectionlPlan Review Value Value Complies? Comments/Assumptions ........................... �.... ...,. ��Wr r �„r� ............. ........ 103.1, C01IStrUction drawings an.. ��mmm �,_�_�., 0 Complies 103.2 documes,�Aatt*on demonstrate Does Not [PR1]1 enero y code,compliance for the Pomply b u i I,CfIA,g,,en ve I o pe.'Th,e rim a 1, envelope represetited on, Not construction documents. Poservable, pNot plicable 103.1, constru ti wn dramt,,"njs and Complies 103.2, documentation dear oristrate Does Not 403.7 en P.rgy code c o n p1i a rice for [PR3]1 light[r,ig and nlanical Pomply sq,stell Systems servitig Not I'llultiple dwelling(Inits rout Poservable der ion,strate compliaill with Not the I,:CC Cormn,eill Provisions. Ppplicable ............ ....................-----—----- ........................ 302.1, Heating at"id cooll eqiu'li nte;it Heatfn,ga Heating: Complies 51 Bt XA '11A r Btu/h r 403.7 is sized j),et�AC .......... Does Not [PR2 12 based or),loads calculate.cl per ................ ACCA Manual I or other methods ...... Pomply approved by the code official. Coo4ing. Cooling: observable Not Not ........... ,.......... Ppplicable Additional Cam ments/Assumptions: ........................ .............. ................ .......... ........... ............. ............. ...................... ........ '"'"'" i H9�!npact Tier 1 pMedi9 act(Tier 2) Low Impact(Tier 3) .,,! = .. I'll . Report Title: 500 Summer Lane Report Date: 11/17125, 8:21 AM 3 of 11 Framing / Rough-in Inspection uwua weuv.nn nnn .wula'�'�'�..4Y�"labia GPirnrrrnmm5�rmJMfUlv�r �mvmmmewiw�u�vrwrwuuuunnnnn uummmm immm(miMm�x.nnna Section Plans Field Framing/Rt?ugh-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions �1..�1� .�.��..�� m «�� mmmmm�mma��, ��a,�b�n� mmmm�� m �,�� ,n�n,w�� a=:, ��a,�,� nn �,�.r.............��w��,,,,,��mm.m�mm�m�� , 1,.............................. e. 402.3.4 Door td-factor: gym,»,,, �� Complies +� e En ��lyp .. � � ,,»,,,,,�rYY..� Assemblies�f,,,Ob for [FR1]1 Dees Not values Pomply Not ibbserva ble PNot plicable 402.1.1, Glazing U-factor(area-weighted E)Complies See the Envelope, 402.3.1, wt . -� fcr Does Not values 402.3.31 amply 402.5 [FR2J1 Not 9servable Not pplicable 402.4.1.1 Air barrier and thermal barrier CD Complies [FR2311 installed per manufacturer's instructions. Does Next amply PNot aservable PNot pplicable 402.4.3 Fenestration that is not site built Complies [FR2011 is listed and labeled as meeting AAMA fWDMA/CSA Does Not 101/L5.2/A440 or has infiltration amply rates per NFRC 400 that do not Not exceed code limits. 93servable PNot pplicable �402.4.5 IC-rated recessed d lighting C]Complies [FR1512 fixtures sealed at Does Not housin /interior finish and labelee�to indicate�2.0 cfm pomply leakage at 75 Pa. Not Qservable PNot pplicable 403.3.1 Suppi "and return ducts in attics Complies E �Exception:Ducts, located [FR1211 it sula ed>= -8 where duct.is Does Not con'° iletely i�nsiti the >=3 Roches in diameter and Pomply b it inq envelope. >—li+�where<3 inches. Supply and return data in other Not tl e btjild.inf Wervable inslUlated>=Rk-6 for Pameter >= inches and 4.2 for<3 Not inches in diaMmeter. Ppplicable �,, „n,,,� .......................................................... 40�3.3.2w,.�, Ducts,a�«ir««chandlers and filter 0 Complies [FR1.311 boxes are sealed with joints/seams compliant with Does Not YomplyInternational Mechanical Code or International Residential Not Cade,as applicable. Waservable, PNot pplicable �l��laaaaW��a�.��.�w� ��mm mm �� ....mai .aaaa s........... �� , 4013.5r Bui lding cavties are not used as CD Complies [FR15]3 ducts or plenums. Dees Not comply 9Not 3servable PNot pplicable . .......................... .,............. .....�,�n Report Title: 500 Summer Lane Report Cate: 11/1.7/25, 8.21 AM 5 Of 11 ....., Section Plans Field Verified Finalicomplies? Comments/Assumptions '�1��ww!WO�awwowmwmwowWl�NouuJ.. wfvawi rvfi wrvi`�WWWWWWi�NNNWWY�W7wvwiw 'V�W' ... i�im�ooimooioioiNNONioiN _ ,m�_ _'�1dNN�11Liu99999�f9i��fI1�M1f�91f�u�o��upV��!W,wwuwwwa�w.wwawiry �ud4!�Nuiww7�W:W'�WWNW ........ 403.5.2 Demand recirculation water Complies Exception:Requirement [F13012 systems have controls that 'Does Not is not applicable. manage operation of the pump and limit the temperature of the pomPly water entering the cold water qo3servable Not piping to<=144QF. Not pplicable 403.5.4 Drain water heat recovery units CJ Complies Excepbo n:Requirement [F131]2 tested in accordance with C A Does Not is tw °uap°pficable. B55.1.Potable water-side ressure,loss of drain water Pomply eat recovery units<3 psi for Not individual units connected to Paservable one or two showers.Potable rater-side wren sur lass of draincrt water heat rcovery units<2 QPplicable psi for individual units connected to three or more showers. ----- ......a. .. 404.1 90%or more of permanent Complies [F16]1 fixtures have high efficacy lamps. Does Not amply RNot servable PNot pplicable +,r�r„5�mygyy,��wr uwltµnr,r,mwwwwwwwwwwwwuw��mmrewr.. wxww uuuu mmmmmmmmi mmmmmmmmmrvimimmmmmmnnnnnnnnnnmm�mrn mim xmcm: ��,�«+6(dl.�u,+�cr HNNAi�"'xv unnxvniwmw,vnvnvnvnvnvnvvwvnu iw� �`+lii, ,�✓,'r,.T,ff,fflf yy"L,wOI :.,.000��r/r'/m tt�mm mmm uuunmrvws mmmm �mmmn.mmmnmmm'✓��+....duuwa��www�u�mn 000 iuwiwivu��mmnnnnnnnnnn ",�✓,.'. 404.1.1 Fuel gas lighting s sterns have Complies Exception:pti :Requirement [F123]-3 no continuous piloly light. Does Not is;,i tappOcable. tom ply 6sNot ervable Not plicable nr_ 401,3 Compliance certificate posted. 0 Complies [F17];' 'Does Not Pomply UNot servable QNot Pplicable ........... --. ... :;............. wain.... . w;........ 303.3 Manufacturer manuals for 0 Complies [F11 ]3 mechanical,and water heating, systems have been prw Cor prided, Does Not Not Not 4plicable nWw a,�a �,��aawrc R ��u�,,,, rn„ya::.. w,Mo,,,m,•,,,,,,�;� _... F,�„�, ,vuvuuorrrx'n'm�n�mrvn',n',n',unne rororory,w��iu,a�sraua; �,a�,n�nnn nnn nnn �r, �r,rnnnn,nn.marrrw,x'n'n'n'µ, ........n,�n,�n,�nw.mrmre�e�o �a�....�a�auaamWwW�.uuuuw........... rvrvrvrvrvr. 402.2.3 Vented attics with air�perrne�,abl+e Complies Excep'tf :Requirement [F122]2 insulation include baffle Does Not Is not ap[licable. adjacent to soffit,and eave vents that extends over Pomply insulation. Not Rservable PNot pplicable .......................... J""' 4 ,4ttic access hatch and door1 Complies[F13]1 insulation�> -value of the �..... adjacent assembly. 'Does Not Pomply 9 Not s+ervable Not 4plicable,mm..rvrvrvrvx,��rvrom�............�� 4C 2.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= C11 5 �Complies [F117]z ach in Climate Zones 1-2,and � ,..� <=3 ach in Climate Zones 3- . 1 Does Not ~ram ply RNot servable QNot plicable Report Title: 500 Summer Lane Report Date: 11/17/25, :21 AM 9 Of 11 i�2018 IECC Energy ciency puhiq N 1111111 Above-Grade Wall 18.00 Below-Grade Wall 11.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.32 Skylight 0.00 of u Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 500 Summer Lane Report Date: 11117/25, 8:21 AM 11 Of 11 i GENERALNOTES GENERAL: FOR : PROPOSED NEW DWELLING I 1 NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 2.ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES E R HUNI!m 3.ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM MECHANICAL CODE NOTE: 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. rmllh N T1 6.ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS.THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THER 0 AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL ELECTRICAL CODE NOTE: 8.THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE 500 SUMMER LANE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC, 9.THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL S 0 U T H 0 L D N.Y. 119 71 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. J 11,CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS TO BE IIT THE INOTEN 12 S TT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLE SHEET 9 BRACED WALL PLAN CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED 1.ALL PLUMBING WORK TO DONE AS PER CODE. 2 FOUNDATION PLAN & TYPICAL WALL SECTION 10 BRACED WALL PLAN 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE. E 15.INTERIOR WALL COVERING SHALL BEIN ACCORDANCE WITH SECTION R 3 1ST FLOOR PLAN & SECOND FLOOR PLAN 11 NOTES & DETAILS EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 703 16 THIS PROJECT COMPLIES WI THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE IN THE FIELD THE CONTRACTOR, 4 ROOF PLAN & RISER DIAGRAM 12 NOTES & DETAILS MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, ANDD RECEIVED ED DISCREPANCIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY 5 ELEVATIONS 13 NOTES & DETAIL S FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1, ALL LUMBER SHALL BE D.F.#2OR BETTER UNLESS OTHERWISE NOTED(U.0 N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 2.ALL LUMBER TO BE A MINIMUM OF 8I A C ABOVE FINISHED GRADE.(U. 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 SECTIONS 14 NOTES & DETAILS 3.SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE , Q WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 2-2"x6" UO.N. BUILDINGS. 4.ALL JOISTS HANGERS DTBE OR EQUAL, FULL SIZE NOTES & DETAILS LS 15 TJ I DETAILS LA 5.DOUBLE HEADERS AND TRIMMMMERSRS ABOUT ALL OPENINGS.(U,ON.) 7 O 6.DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) w 7.ALL BEAMS,GIRDERS,HEADERS,ETC.TO HAVE A MINIMUM OF 4"BEARING. 8 ENERGY SEALING DETAILS 8 ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W! SEAL MODELS NUMBERS ON PLANS 9.PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ,t R K Cti ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE 3 SEC.R310 MIN OPENING OF 5 7 SO FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. ,q 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. ALL GLAZING SHALL COMPLY WITH SECTION R308. u\ , 11.STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R3115 TO R311.5.7 12,MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WNTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102 13 ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905 2. ELECTRICAL: GEOGRAPHIC TABLE DESIGN REQUIRMENTS � tz 1 ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE C? n NFPA 70 NATIONAL ELECTRICAL CODE01) v00 2020 NYS UNIFORM CODE N m 2.CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A m � OF WORK. 3.ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43j j� AND LOCAL BUILDING DEPARTMENT, TABLE R301,2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4.SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED MEAN 5, EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR GROUND FLOOD FREEZING ANNUAL 6.THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF SNOW LOAD SPEED' TOPOG SPECIAL BORNE-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARD TEMP PROPOSED ADDITION.IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY °WEATHERING, TERMITE TEMP REQUIRED INDEX MPH EFFECTS REGION DEPTH Y FOUNDATIONS,CONCRETE AND MASONARY: 1 MILE 3 FEET INSERT FLOOD 20 PSF 130vult NO NO FROM THE COAST B SEVERE HEAVY 15° YES 599 51° a, 00 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A LU o 2.SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO FOOT. g } QO W 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE,U O.N.STEP FOOTINGS @ 1.2 RATIO Of Z M Z (,'RISE MAX, X MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS W ° J w�� 4.WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON WINTER SUMMER HEATING TEEMPERATURE o D �j O Q j O PLANS.(U.O.N.) ALTITUDE INDOOR DESIGN to ~ N } 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE C) O N Q FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE Lo N m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. z 7.ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 40'N 15°F 85°F 1.00 68°F 75'F 5i3°F ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/112"SPACE @ 0 SIDES AND ENDS U O N COOLING TEMPERATURE WAND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMEIR HUMIDITY d o 8,ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING J 3,000 P S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED O o to N 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45.55/0 3,500 P S.I.GARAGE SLAB/EXPOSED SLAB ON GRADE/POURED STEPS. o 32 GR(@ 50/o o RH u) 'J 9.CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. J W 0.. 10 ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 2 W Z 11.BRICK VENEER TO BE ANCHORED WI(1)WALL TIE EVERY 32"0C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O Q_ O o EVERY 18"0 C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE W/WEEP HOLES @ 4'-0"0 C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. a (� w 12.APPLY 1 COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION WANDDESIGN SEISMIC SUBJECT TO DAMAGE FROM )AIR MEAN () GROUND WINTER ICE SHIELD FLOOD ANNUAL Z W Z 0I GG CC DESIGN DESIGN UNDERLAYMENT FREEZING W 0 CFROM ODE LIMITS.TINGT02"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED e RAPHIIC SWND L BORNE-BORNE CATEGORY 'WEATHERING. FROST LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP 0 F- V) MPH EFFECTS REGION DEBRIS DEPTH 13 THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. W Z W 1 MILE 3 FEET MODERATE SEE ! w _ � 0 PLUMBING,MECHANICAL,FUEL GAS,A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE BOF BELOW YES NO 599 51° O 8 FIRE ISLAND TO HEAVY c~i d = W Z_ N 1, PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M C ~ w ~ 1 AND 20201 F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. w O Z W � 2.SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H S.REQUIREMENTS. WINTER DESIGN TEMP: a v ¢ ~ 3.PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WTH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING 1 AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP157,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 4.ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B e SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5 THE EX.HEATING/A.C.SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 15 PROPOSED ADDITION.IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. I i g TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE zt e" 12 4" MINIMUM SPECIFIED COMPRESSIVE STRENGTH aTc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potential b Negligible Moderate Severe PROVIDE LSSU28 JOIST HANGER T-4" ts'-o^ 16'-4" @ RIDGE TO EACH ROOF RAFTER BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 c TYPICAL @ NEW CONSTRUCTION 1r-mL BASEMENT SLABS ANO INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 c 1 1/4"x 20 GAUGE GALV. y STRAP TYPICAL.20"LONG 4"x 4"POST CHOKED ON = BASEMENT SLABS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER VERTICAL d d EACH ROOF RAFTER 14"0 x 36'FTG.BE OW GRADE o 0 2,500 3,000 3,000 AND C-13"AF OVE GRADE o CONCRETE WORK EXPOSED TO THE WEATHER (4)8d NAILS __ PORCHES,CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE d,e,f d,e,f EACH END 1 FLOOR SLABS 2,500 3,000 3,500 EA.ROOF RAFTER /2.2"x10"PTGIRDER �/ 2 2"x 10"PTGIRDER\ €, o_ 6 H 2"X a"PT LEDGER BOARD G BOLTED a.Strength at 28 days psi. HOLD DN. TO DWELLING W/112"LAG 8 LTS @ 34"O.C. H LD Table 0 21 folrweathedn potential. t2 --- 2a1z�AaN------------------2a17--vutd --- ---ASPeRT�6Leso z------ — ' b.SeeTa R3 1 O weathering " cation that i subject to freezing and thawing wring construction shall be air-entrained concrete in accordance with footnote d. VARIES g l - " ———————————— — d.Concrete a sh ll be air-entrained.Tota air content(ercent by vo ume of concrete)shall Inot be lesstthan 5 percent or more than 7 percent.tn ROOF RAFTERS(SEE PLAN) t . . �`'� ; C a all p —— —————————— � '• I e.See Section R402.2 for,maximum cemenGtious materials content. I— LATERAL BRACING 1/2"EXTERIOR GRADE PLYWOOD SHEATHING I I .' f.For garage Floors with asteel-troweled finish,reduction of the total air content(percent by Noume of concrete)to not less than 3 percent is #15 FELT 8"POURED CONC FOUNDATION WALL TOP&BOTTOM I permitted If the specified compressive strength of the concrete is increased to not less than 4,00 si. W/8"x 16"CONTINUOUS CONIC FOOTING SEE DETAILS A,B,C SHEET#10 I ) P P P g P ASPHALT SHINGLES(AS SELECTED BY OWNER) 33'-4" 11L ( I IN FOOTING W/3"MIN COVER. l TABLE R401.4.1 UN-FINISHED BASEMENT I I PRESUMPTIVE LOAD-BEARING CEILING JOISTS(SEE PLAN) w I I VALUES OF FOUNDATION MATERIAES 4"THICK POURED CONCRETE SLAB WITH 6"x 6"x w I ',r I BATT INSULATION(SEE PLAN) z I w o 3 l 1.4 x 1.4 WWM REINFORCING OVER 6 MILVAPOR BARRIER OVER 6"R.C.A.COMPACTED BASE. CLASS OF MATERIAL LOAD-BEARING PRESSURE I (POUNDS PER SQUARE FOOT 8'-0"CEILING HEIGHT ti PROVIDE It?GYPSUM BOARD ON UNDERSIDE OF ALL JOISTS o I m o I I CRYSTALLINE BEDROCK 12,000 I u I FASCIA \ / Q �,TEEL COLUMN WI HSS5"x5"x3/8" I SEDIMENTARY AND FOLIATED ROCK 4,00017 � X 24"X 12"CONC FOOTING W/24"X24"X 12" I 3"CONTINUOUS SOFFIT VENT r r CONIC.FOOTING �- -� ( I SANDY GRAVEL AND/OR GRAVEL(GW AND GP) \\ 3-13/4"x 11718"LVL GIRD R .. ( 3,000 SIMPSON STRONG-TIE H2 BBIE� 3-1 3�z-18 L GIRDER + -~ 3-1 314" 11 7/8"LVL GIRDER I BEAM •` I @ 16"oc(EACH SIDE) Y POCKET °L—� L�J L J L�4"STEEL COLUMN WI PoclfE I SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND CLAYEY 2,000 I I 4'0" 24"X 24"X 12"CONC FOOTING I ) GRAVEL(SW.SP,SM,SC,GM,AND GC) PROM E 4'SECTION OF 11718"LVL I CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND SANDY SILTC Y 1,500 I I LL I EACH IDE OF GIRDER AS BLOCKING PROVIDE 1/2"GYPSUM BOARD (CL,ML,MH,AND CH) \ / Li POST ABOVE. I / ON UNDERSIDE OF ALL JOISTS t? z I + o I o FROM E 1l2"THRU-BOLTS I I FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa I I a:WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING I ` ON UNDERSIDE F STAIR i CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS l i w o I I PROVIDE 1/2"GSUM BOARD y I I b:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWABLE -- I I BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE 1 I I N 1. ' I ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. / lo I o II II pp }w w UTILITY, / 1p(gpD O Sc u� v I AREA e VINYL SIDING(AS SELECTED BY OWNER) 0cM Z.w w l 6 NOTES: R-3 RIGID INSULATION BOARD / Der. LATERAL BRACING �>o w W TYVEK BUILDING WRAP I I Z o < 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH qo. I I PROVIDE 1/7'GYPSUM BOARD I TOP&BOTTOM �°°r "'3 I 1/2"EXTERIOR GRADE PLYWOOD SHEATHING I I : I ON UNDERSIDE OF ALL JOISTS I I OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON 2"x 4"STUDS 16"oc w SEE DETAILS A,B,C SHEET#10 I I ', l THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. 31/2"BATT INSULATION R=15.0 � i 8"POURED CONIC FOUNDATION WALL I I SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. 112"GYSUM BOARD T-o. P-p W/8"x 16"CONTINUOUS CONIC FOOTING I 7) I W/2"x 4"KEY.&CONTINUOUS#5 REBAR I I 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL I SEAL H D DN IN FOOTING WI 3"MIN COVER. I HOLD DN. SIMPSON STRONG-TIE ETA @ 16"oc OR ' BEAM AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER / \4'Y_- �C \ -------------- 1 13.13/4" 11718"LVL GIRDER 3-t3/4"x 117/8!_LVL GIRDER BE BE OVER. FRAMING EARL @ EACH STUD r J 1 1l4"x 20 GAUGE GALV.STRAPPING, S UARE FOOT WITH A MIN UM O 0' / q ti K 7� AM -- - :K....i ..,...••..,.. .:... 3.OALLCONCRETESHALL M3,50F P.S.I.SIC RINK FROM FLOOR I I // •, I EXTENDED 12"BEARING FL PpCKET J HOL DN I ----2"-x-16=-PT�EeGEa-BeARaLnG BeLFED--- - // 1"<; t l TO DWELLING W/1/2"LAG BOLTS 34"O.C. 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, I : 4" EEL COLUMN WI I e° r� .• I 24" 24"X 12"CONIC.FOOTING - o AS PER TABLE 507.2 ur THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. p ' LATERAL BRACING o f CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. 10 e I 3'-4 J�o TOP&BOTTOM o BACKFILL TO BE FREE OF WOOD,TRASH,ETC, 2-2"x 4"TOP PLATE OLD DN. s I HOL N. o SEE DETAILS A,8,C SHEET#10 ^° 0 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS \.a I L-� ------ -- LL 1v LL BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE I _ 2-2 x10"PTGIRDER 2-2"x10"PTGIRDER 2-2"x10"PTGIRDER DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF "= =:= ^1---- t---- L---- ----------- L'- PRIMING BITUMINOUS PLASTIC CEMENT. LATERAL BRACING 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. TOP&BOTTOM 4"x 4"POST ANCHORED ON 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( / SEE DETAILS A,B,C SHEET 10 4^0 x 36"FTG.BELOW GRADE AND PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR / 4"-6"ABOVE GRADE MORE THAN 7 PERCENT. / T-2" 6'-4" 6'-5^ 6'-5^ 8.ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. / I I rj OD OD LUMBER. / I I NCo m m 12'-0" 22'-8" 3/4"SUB FLOOR GLUED AND NAILED 34'-8" FLOOR JOISTS(SEE PLAN) BATT INSULATION(SEE PLAN) I i "SIMPSON"CMSTCI6 COIL STRAP OR / I 1 1/4"x 20 GAUGE GALV.STRAPPING, t J STRAP EACH STUD 12"MIN.BEARING PROPOSED FOUNDATION PLAN WRAP STRAP UNDER SILL @EACH STUD I `---------- Y HSS5"'x5"x3/8" I I // ^ 0 114"=1'-0" 2"x4"SILL I // rn O HSS 5"x 5"x 3/8" Lu r 3-1 3/4"x 117/8"LV/L GIRDER I Z Q 7'x 6"P.T.SILL I g >' O Z r , ANCHOR BOLTS(REFER TO PLANS I / Z M I FOR SIZE AND SPACING) I I LLi o _j LU SILL SEALER I / O O TERMITE SHIELD _ N ` _ // C' 0 SMOKE&CARBON MONOXIDE DETECTORS: t0„ �o O on CONCRETE WALL I I ILH // t PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 �--I I i= I I #5 REBAR @ 42"o c.vertical(1/2"DIA) fn PROVIDE CARBON MONOXIDE DETECTORS INSTALLED -I 1=III-III—I .It Z AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE I I 'II-I I I THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE 0 1/2"A.B. 48"O.C.WITH I *'COA EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC M ALL DETECTORS TO BE HARDWIRED 1cH 3"x 3"x 14"PLATE WASHER L TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. d � &INTERCONNECTED I L-- --- - -J 8"POURED CONCRETE J O FOUNDATION WALL "EXPANSION JOINT O co N 2"x6"SILL PLATE 1/2"THRU-BOLTS CO V @16"OC. CONSTRUCTION NOTES: HOLD-DOWN LOCATION CONIC. 2O FOOTING J CONCRETE WALL CONIC.FOOTING 16"x 8"DP.POURED CONCRETE FOOTING W J PROVIDE 4'SECTION OF 117/8"LVLEACH SIDE OF GIRDER AS BLOCKING UNDER POST ABOVE. I 11 WDOWELING BETWEEN NEW&EXISTING FOUNDATIONS, INDICATES LOCATION OF SHEAR WALL HOLD-DONM <o i., � O d 0 O OPROVIDE 5/8"DIA.EPDXY COATED DOWELS,14"LONG W/7" BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 11PROVIDE 1l2"THRU"BOLTSMIN.EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH (TO BE INSTALLED AS PER N.Y.S.CODE) DETAIL "A" auJSTRENGTH EPDXY MORTAR(TYPICAL FOR 2 PLACES) zi!_ W Z ¢ � ALL FASTENERS SHALL BE INSTALLED WITH STRICT 2-#5 REBAR(1/2"DIA) W UI- ACCORDANCE WI MANUFACTURER SPECIFICATIONS 1l2"A.B.(rD 48"O.C.WITH N T S W 0 n . i 3"x 3"x i 4'PLATE WASHER GIRDER aLocIKING AT Posr BEARING ® ALL LUMBER THAT COMES IN CONTACT WITH 4"CONCRETE SLAB ON UNDISTURBED BASE � ♦- (n CONCRETE SHALL BE A.C.Q.LUMBER. `? fW HOLDDOWM CONNECTION NOTE W Ir •HOLDDOWNS SHOWN ON FOUNDATION O ~ PLAN ARE CONNECTING FOUNDATION "' RIM JOIST 1.MIN 7"EMBEDMENT INTO CONCRETE w d F ~ Z (V TO FIRST FLOOR .., wl3"SQUARE WASHERS AND END NUT SETUP OI O wI W W I crj "'..�• "' -HOLDDOWNS SHOWN ON FIRST FLOOR NEW CONSTRUCTION PLAN ARE CONNECTING FIRST FLOOR 2 ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR a 11 U 0 ¢ H— p TO SECOND FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS TYPICAL WALL SECTION _ TO BE REMOVED 3 TO 12"MAX.B FROM ENDS OROCORN CORNERS BEN 6"MIN. 1"0" 6'-0'MAX. DWG NO EXIST'G STRUCTURE ANCHOR BOLT SPECIFICATION 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS e n L R4031.6 FOUNDATION ANCHORAGE 7A1- I i 6 A 6 34'8" A 4'-9" 8'-2" 14A" T-0" NOTE! ALL EXTERIOR WALLS BEHIND TUBS &SHOWERS SHALL BE INSULATED &FINISHED WITH GYP BD.BEFORE 6'-0" V-6" 6'-11" 13'-3" 12 " INSTALLATION OF FIXTURES 10 0" BRACE WALL BRACE WALL BRACE WALL BRACE WALL PANEL PANEL PANEL Q P L HOLD DN. BRACE WALL BRACE WALL BRACE WALL BR EW LL HOLD DN. PANEL PANEL T PANEL PANEL D B � F -2"X10"HEADE -- 2-y� 71 I�I" j �pE 2.1 V4"x 14"LVL HEADER 3 2-2"xg"HDR. 2-2"z10"HDR. zwW I a � � ti w N a PANTRY OOR _ O 6-2 YCABI SET SUPPLIER KITCHEN CEIU' JOISTS�� El gqT 6'-4" a 2"x 1� 2" i6"OC PANTRY w o I F-0"CLG HT NOTE! @ Z o 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND - w a, 10'• m I o`"++ w POSTS ABOVE. x" o o � o � o V U ^ CEILING JOISTS � r----- m I b b N ;�,iu DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND O � ---- - h' F 9'-0'CLG.HT N O HANG E ROOF RAFSTAIR WELL NERSG. PANODITRIMMERSDE METAL JAROUND 9 0'CLG.HT I CEILING JOISTS DINING ROOM 3 rr't'° O F _ HANGERS AS REQ'D) - O z ,4'�^ �, �, �^ � BATH z°x tr @,s°ocEl I O m O O Q4 9'-0' LG.HT ( I - o ! SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS o ELEC REF. L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO s D� Q MECH VEN i .1.C. 1 c T HALL 120 CFM ( V-4 I w FOUNDATION,FTG'S,AND OTHER STRUCTURAL - Der 6'6" 1gy^ GIRDERS OR HEADERS AS NECESSARY. c M 0 7 r 22"x 30"1 DET • a 3.ALL PLYWOOD SHEATHING SHALL BE CONITINUOUS Q T xT PSL POST 31/2"x7"PS POST w FROM SILL PLATE TO TOP OF TOP PLATE„BEHIND ANY I ATTIC I< E 5 D( 44 BATH _ _ _3-13/4"x 11718'w/2-519"STEELP ATES - - - SECONDARY ROOF SYSTEMS,GARAGES„OR COVERED CLO LACCESSJ� Q FLUSH INSTALLED HEADER a PORCH'S. (ETC) d r T� 101 EL C ----- © CLO K7t ELECT 1 SD Z. 72" Q w v O 19( ODE I MASTER BEDROOM j -- - 6 19'-4 7 o w o w m LAUNDRY I 11'-0"HT TRAYCLDG I �aQ n INSTALL FIBERGLASS sQ @t PAN FOR WASHER& i I ^ CEILING JOISTS w 6 ELEC = LIVING ROOM $ y DRYER. EsD� I 2^x12 � JI s D I o m o m - VENT DRYER TO EXTERIOR C M (g}D� - 9'-0"CLG HT o DOOR SCHEDULE DET ! w r ^ AS PER M1502 8 - Ba B NUMBER DOOR SIZE DOOR TYPE AMT. 4q ^ CEILINGJOISTS 1 I B 6 11718 TJI 110 SERIES a r= w< 6 3068 W/14" SLITES SWING (EXTER210R) 1 N 2"x 12�@woc 1 19'0" 6 FLOOR JOISTS 2 3068 SWING (EXTERIOR) , BEDROOM#2 I w o: BEDROOM#4 a o © 3 2668 3/4 HR S F.F.P. 1 B-0"CLG.HT b 9'-0"CLG HT a q 2066 SWING(INTERIIOR) 5 11'-4" I ^ CEILING JOISTS s m 11'-4" I w a N 5 5068 BIFOLD 2"x 12� @ I To © z 2668 SWING (INTERIIOR) 6 O_ 22'-4" b HOLD = aoss SLIDER INTERIIOR 2 w 2-2"x10"HDR I I j 2"X12"HDR. �a 7 ( ) J 2-2"x8"HDR TRIP E FLOOR JTS UNDER WALL ABOVE__ 4 < �' w 8 10068 SLIDER(EXTEFRIOR) 1 2-2"x10"MDR. -r ----- - wr= CLO y BRACE WALL P gRAC WALL OLD N BRACE WALL O BRACE WALL BRACE W U J JI -- N o w PANEL o w o PANE PANEL PANEL BRACE WALL A G PANEL SEAL _ e J � COVERED PORCH � � � � PANEL �. I� ;I � WINDOW SCHEDULE 3 IJ LLo I m BRACE WALL o ` DECKING AS SELECTED BY OWNER o mj-- h' _ o x °° o _ K o ,ai N.K.j W g I> I W PANEL VINYL SOFFIT MATERIAL ON CEILING N A 1 j F�\! SYMBOL R.0. DIM. WINDOW MODEL STYLE AMT. 6 2-2"Xir'HDR '-'O 2-2"X10"PT HDR 2-TX10" HDR \� - --- - ----- - - - 0" 6'-315/16"x4-87/8" •ANDERSEN 3046-2 -EGRRESS TWD.H. 5 ftf " 36"RAILING W/2"BALUIT RS@4"O.0 O BRACE WALL .O HOLD DN. ACE W LL B 3'-2 1/8"x 4'-8 7/8" -ANDERSEN 3046 - EGREESS T.W D H 5 HOLD DN. PANEL Y® ® PANEL1111 © 2'-6 1/8"x 4'-8 7/8" ANDERSEN 2446 T.W.D H. 2 ��: .t• /fir OD 3'-0 1/8"x 3'-0 7/8" ANDERSEN 210210 T.W.D H. 2 6'-0" C�- 2'-6 1/8"x 3'-0 7/8" ANDERSEN 24210 TEMPERED T W D H 2 V-0" 64' -4" 9'-7" s 6'-9" OF DECO TEMPERED GLASS WINDOW AS SELECTED[BY OWNER 21'-2" 13'-6" (9) 5'-11 3/4"x V-3 1/4" AFFW601 ARCH WINDOWV ARCH 1 3'0" 6'B" 6'3" 6'9" 34'8" 2'-8 1/6"x 4'-0 7/8" ANDERSEN 26310 T.W D H. 1 9'-8" 13'-0' °D co I� 34'6" M N 00 WINDOWS SHALL BE MANUFACTURED BY.ANDERSON 400 SERIES N 00 ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. co M (o PROPOSED FIRST FLOOR PLAN E❑ =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R3110.1 0 WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF PROPOSED SECOND FLOOR PLAN BRACING METHOD:CS-WSP (SEE SHEET#9&#10) 1/4-1-0 SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABILE R301 2(2) ❑ THIS WINDOW MUST BE TEMPERED SAFETY GLASS BRACING METHOD:CS-WSP (SEE SHEET#9&#10) 1/4"=1'-0" FIRST FLOOR-1,163 SQ.FT. AS PER SECTION R308 OF NYS BC SECOND FLOOR-1,171 SQ.FT. GARAGE-521 SQ.FT. PORCH-130 SQ.FT. rW__oC__Dj=THIS WINDOW MUST BE PROVIDED WITH WINDOW OPENING CONTROL DEVICE AS PER SECTION R312 2 2 OF NYS BC TOTAL=1,814 SQ.FT Y R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED O BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAWE NOT LESS THAN ONE m } OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING WHERE BASEMIENTS CONTAIN ONE OR MORE W O SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALLL BE REQUIRED IN EACH g �- Oa W SLEEPING ROOM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC Z 0, Z WAY,oRTOAYARDORcouRTTHATOPENSTOAPUBLIcwAY. LIGHT&VENTILATION REQUIREMENT'S 2ND FLOOR g 9 -i w R3102.1 MINIMUM OPENING AREA O Q O LIGHT&VENTILATION REQUIREMENT'S 1 ST FLOOR NOTE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEARR OPENING OF NOT LESS THAN 5.7 ROOM NAME AREA LIGHT(8% VENTILATIQN 4% = j SQUARE FEET(0 530 M2) THE NET CLEAR OPENING DIMENSIONS REQUIRIED BY THIS SECTION SHALL BE S F.REQUIRED I S.F.PROVIDED S.F.REQUIRED S F.PROVIDED t� u 1.MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE ANJD RESCUE OPENING FROM THE o U } ROOM NAME AREA LIGHT(8% VENTILATION 4/o MASTER BEDROOM 333.3 S.F. 26.7 S.F. 51.5 S F. 13.4 S.F. 25.8 S.F. o O N Q WITH CHAPTERS 12-24OF THE RESIDENTIAL CODE OF NEWYORK INSIDE,THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24INCHES(610 MM)AND THE �n 1n .2 m S.F.REQUIRED S.F.PROVIDED S F.REQUIRED S.F.PROVIDED STATE. NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM) BEDROOM#2 136.0 S.F. 10.9 S.F. 20 6 S F. 5.5 S.F. 10 3 S.F. LIVING/KITCHEN/DINING 682.3 S F. 54.6 S.F. 99.0 S.F. 27.3 S.F. 54.4 S.F. 2 ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE BEDROOM#3 131.4 S.F. 10 5 S F. 20.6 S F. 5.3 S.F. 10 3 S.F. (n BEDROOM#1 180 9 S F. 14 5 S.F. 20.6 S.F. 7.3 S.F. 10.3 S.F. WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK EXCEPTION,GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING z STATE AREA OF NOT LESS THAN 5 SQUARE FEET(0 465 M2) MASTER BATH 153 9 S F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE O BATH 51.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 3 EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN ch ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY R31 01 2 WINDOW SILL HEIGHT BATH 44 9 S F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE � p It WITH SECTION R308. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING.IT SHALL HAVE A J co LO 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION SILL HEIGHT OF NOT MORE THAN 44 INCHES(1118 MM)ABOVE THE FLOOFR;WHERE THE SILL HEIGHT IS Q O N R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316 BELOW GRADE,IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310 2 3 w J 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE R3t2 2 WINDOW FALL PROTECTION IT_ -� WITH SECTION R AND EXTERIOR WALL COVERINGS SHALL BE WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND W w �.. INSTALLED IN ACCORDANCE WITH SECTION R703.4 R312.2 2 W 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 0 a O p WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEWYORK = 0 -' STATE. R312.2.1 WINDOWSILLS Q. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINIDOW OPENING IS 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN n 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN LOCATED LESS THAN 24 INCHES FINISHED MM)ABOVE THE FINISHED FLOOR BELLOW GREATER THAN 72 W INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELLOW ON THE EXTERIOR Z � � � � ACCORDANCE WITH SECTION R320 OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: W 8 THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER(10)2 MM)SPHERE TO PASS (n W WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITFION. � Z W 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY O Lo h WTH SECTION RM1502 Lu 0- z F Z N WITH ASTM F2090 OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL.DEVICES THAT COMPLY w 10 IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS WITH SECTION R312.2 2. O Lu W c=i W �I LIDOF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL a CL U Ur Q ¢o BE INSTALLED ON THE WARM-IN-WNTER SIDE OF THE INSULATION IN ACCORDANCE R312.2.2 VVINDOW OPENING CONTROL DEVICES WITH SECTION R318 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F20901.THE VNNDOW OPENING DWG NO CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING',AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 e 15 I R903.2 FLASHING FLASHINGS SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH s"THRU ROOF PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. 4"ABOVE ROOF R903.2.1 LOCATIONS 4" EXISTING FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, STACK WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND _ _2• _ AROUND ROOF OPENINGS.A FLASHING SHALL BE INSTALLED TO DIVERT THE a'F_ I 3"F_ r4,. I a_T 1 1/4" 1 1/4"WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A 1 1/2"1 I +vz 1 1rz 1 VERTICAL SIDEWALL.WHERE FLASHING IS OF METAL,THE METAL SHALL BE I 1 I CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0,019 INCH SECOND FLOOR WASHER I (0.5 MM)(NO 26 GALVANIZED SHEET). 2"x 10" 16'OC 2"x 10" 16"OC C o 1 r 2" a" T a^ r' 2" 2" r' � @ @ n R903 2.2 CRICKETS AND SADDLES I c o R00� F RAFTERS ROOF R� I a^ g A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY a I CHIMNEY OR PENETRATION MORE THAN 30 INCHES(762 MM)WIDE AS MEASURED PERPENDICULAR TO THE SLOPE.CRICKET OR SADDLE 2_' fv COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE a• 1114 ! 1 114„ a ACCESS OPENING CONFORMS TO I ROOF COVERING. NEW YORK STATE R807 AND M 1401.2 I EXCEPTION:UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH SECTION DISH HER 1 R308 6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S FIRST FLOOR WAS INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET C 0, z z" iZ:� a„ 2. r 22"x 30" I OR SADDLE. C 0 ATTIC I 3„ ATTIC ACCESS BACKED W/INSULATION�ACCESSJ I I a AS PER 2020IECC I F-——FAL L]2"x 10"@16"OC 2"x 10"@16"OC ^ I BASEMENT 1 co I Roor (RAFTERS ROOFR 4 I ATTIC INSULATION I ——— J ———TO APPROVED O C O -.._— — I ——— SANITARY SYSTEM COMPRESSIBLE WEATHERSTRIPPING AT PERIMETEIR OF ENCLOSURE 1 -- ATTIC I 6"RIGID INSULATION 4 C ATTIC FLOOR FRAMING WATER SUPPLY 8 DISTRIBUTION NOTE DRAIN,WASTE 8 VENT NOTE, 1 SERVICE FOR NEW BATHROOM WLL BE TAKEN MATERIALS'OR DRAIN,WASTE B VENT SHALL FROM T4E Ex'STING WATER SERVICE COMPLY WITH TABLE P3W21 DRAIN,WASTE 8 WU' TABLE P3111 3 SIZE OF COMBINATION WASTE 8 2 WATER DISTRIBUTION PIPING B FITTING SHALL VE NT PIPE COMPLY W TH R C 0 N Y S TABLE P2904 5 WATER DISTR13UTION FOR MATERIALS 8 TABLE P2904 6 2"x 10"@ i6"DC 2"x IT @ 16"OC ^ PIPE FITTINGS FOR MATERIALS ROo� F RAFTERS ROOF R I Q Q Q UIL SITE MEC MECHANICALLYBUILT ATTIC SECURED PLUMBING PLUMBING RISER DIAGRAM MECHANICAL LATCH TO PRESSURE _ — — — — — — — — Q SEAL AT WEATHERSTRIPPIN(G 0 MANUFACTURED PULL DOVA STAIR > w 2"x 10.@ 16"OC 2"x 10" 16"OCIQ DETAIL ROOF RAFTERS ROOF RAFTERS SEAL ATTIC ACCESS DETAIL NT.S N,K.rt h PROPOSED ROOF PLAN i ; 1/4„=1'-0" Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES SECTION R307 TOILET, BATH AND SHOWERr Or N % NOTE: PLUMBING FIXTURE TRAP SIZE SPACES PROVIDE ICE BARRIERS AS PER SEC.R905 1 2 (MIN. IN.) R307.1 SPACE REQUIRED AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS LRR THTUB wit. or without OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- shower head and/or 1 1/2 v 4x9 ADHERING POLYMER-MODIFIED BITUMEN SHEET IN LE ALL FLOOR JOISTS UNDER PARTITIONS AND whirlpool attachments LVA,_L ro PLACE OF NORMAL UNDERLAYMENT AND SHALL POSTS ABOVE ALL F cD n EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR BLE ALL FLOOR JOISTS AND TRIMMERS AROUND Bidet 1 1/9 IR WELL OPENING (PROVIDE METAL JTS. 00 WALL LINE. GERS ASREQ'D) Clothes with standpipe 2 I el.., { IrWALL t"� M BLE ROOF RAFTERS AND TRIMMERS AROUND Dishwasher(or, separate trap) 1 1/2 Q �Hl_ c0 40 LIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) < CD1 CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS TRUCTURAL COL'S THAT SUPPORT ANY HEADERS Floor drain 2 y,"cLy L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TOOF UL 127 AND SHALL BE INSTALLED AND Kitchen sink(one or two TERMINATED IN ACCORDANCE WITH THE NDATION,FTG'S,AND OTHER STRUCTURAL traps, with or withoutMANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 DERS OR HEADERS AS NECESSARY dishwasher and food waste 1 1/2 21IN LYWOOD SHEATHING SHALL BE CONTINUOUS disposer) CLEARANCE M SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY Laun ry to ONDARY ROOF SYSTEMS,GARAGES,OR COVERED one or more com artments 1 1/2 p1CH'S (ETC) CLEARANCE 241N CLEARANCE IN Lavatory 1 1/9 I FRONT'OF creNOr 51 Y Shower(based on the total flow rate through SHOWER w CD O} showerheads and bodysprays) Z O g ow Flow rate: } Z 5.7gpm and less 1 21/2 W EFRC1OoEa D' Z _j LLI more than 5.7gpm up to 12.3gpm w more than 12.3gpm up to 25.8gpm 3 l WALL O < O more than 25.8gpm up to 55.6gpm 4 IN. SCRIBE @ WALL(TYPICAL) --�- { f( U) U N Do Sec.P3103.1-Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated FIXED WOOD SHELF WOOD BLOCKING 3 SIDES snow accumulation.whichever Is greater.Where a roof is to be used for an assembly,as a promenade, TIES observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than I Z SCRIBE @ WALL(TYPICAL) 7'-0"above the roof. }— 1 1/2"DIA.POLE SECURED Sec.P3103.2-Frost Closure ( 2L "nRA,ce 21 INl Z) Z 0 W/FLANGES BOTH SIDES. Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or J I CLEARANCE WDLL LLo WOOD BLOCKING 3 SIDES wall shall be no less than 3 inches indiameter.Any icrease In the size of the vent shall be made not € I O of N less than 1 foot inside the thermal envelope of the building. U) (� } J Ttre � J PLUMBING W FIXED WOOD SHELVES d =O 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. O 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. o 2 O �' 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, W WATERCLO,FTS WAtI d W ALL SOLDER SHALL BE LEAD FREE. LLI 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION, Z W (� `- 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER F 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., W Z W STATE BUILDING AND ENERGY CODE. = H 0 Na- = Lu Z N w O g 0 W 0 W N IL d C� a F- of (p DWG NO DETAIL ,N DETAIL d 4. COAT CLOSET DETAIL SCALE 1/T'V-0" LINEN CLOSET DETAIL SCALE 17,V-0" W/SHELVES WI SHELVES I i NOTE: 12 PROVIDE ICE BARRIERS AS PIER SEC R905 1 2 8 AND SHALL CONSIST OF A MIINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLA,YMENT AND SHALL 12 NE EXTEND A MINIMUM OF 24"INISIDE THE EXTERIOR 8 WALL LINE. A I CHIMNEYS SHALL COMPLY WITIH THE REQUIREMENTS —12 OF UL 127 AND SHALL BE INSTALLED AND 6 TERMINATED IN ACCORDANCE'VNTH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 SHINGLES _---WILT N N N N N W NE WINDOW WINDOW VINYLSIDING 7. A B - m 12 12 FIN FL t2 FIN FLNEV METAL 81 18 NE V META —————— — —————— - --- Roc RO F ---�jN��-- N W N N W N W NEW NEW NEW NEW 1 WINDOW WINDOW WINDOW WINDOW I G 4 b m 0 2" A FIN FL FIN.FL. 80TTOM OF JTS BOTTOM OF JTS GRADE GRADE GRADE I I II II II II II I I I i I 4"xc4"POST ANCHORED ON 4 14"0 FOOTING DOWN TO VIRGIN SOIL I I I I I q I I MINJIMUM36"BELOWGRADE I I II II II II II I I I 8"CONC.FOUNDATION WALL I I ( I J'x 4"POST ANCHORED ON II I ( I I I 18"CONC.FOUNDATION WALL 8"CONC.FOUNDATION WALL I rn 11"0 FOOTING DOWN TO VIRGIf11 I I I I I I I O NINIMUM36"BELOWGRADE II 1 CONC SLAB I L— ( I I CONIC SLAB > ------- ------- ———————— -------- w --�r------"t�. ZZ--- -- -------------------------------- --------- Lu---------------- ------- ------- ----- -- --------------------------------- — --------------- -----i6"x8"GONG FOOTING— -----------------i6"x8"CONCFOOTING— -- -- 16"x8"CONIC FOOTING ------------------ i6�x 8�'CONC FOOTING— PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION SEAL __, ` 1l4"=1'-0" 1/4"=1'-0" �,<tE.D d,h�,�C CONTINUOUS RIDGE VENT /lC9 J Qi ;y r 12 t2 8fNEW N �8 VINYL IDIN 0000 � � M c? In N 00 V 00 N OD M (") co t0 NEW EW ---- NEW NEW WINDOW NDO WINDOW WINDOW NEW VINYL SIDING Y ® ® o W z gr oZ w z Ir Lu p J Ld INYI SIDING FIN FL FIN FL---- 12— O Q O vii oO uc } U) N N m —UNJjj ---� (n NEW NEW NEW z Q WINDOW WIfJDOW VJINDO 0 0 © z o -- 0 U o N VINY,SIDING ) (� J J W FIN FIL _ _L IN FL ___ GG W - --- -- -- — 3 B C C O O BOTTOM OFJTS BOTTOM OF JTS '7 > N N > w CL CD w n GRADE GRADE \ z R� Z C) \\ 11 11 I p F'Cx4"POST ANCHORED ON fn I \\ I I w r Q \ III��IIII /�I I z rt—14"0 FOOTING DOWN TO VIRGIN SOIL I I I m �' i Z Z \ III f y I�11 I I = U MINIMUM 36"BELOW GRADE I I I �JI I I'�' I I I v 0- w z_ cv 8"CONC FOUNDATION WALL i i r II I I O O W W H ' 1 I I I�IIj�I I I I 8"CONIC.FOUNDATION WALL I a a U Lo o Q H QOI to I I I I I I I -L �I `d I 11 II -- CONC SLAB -- — CONC SLAB �.L——_ I _ I DWG NO 11--------------1J---------------------------- — -- , ---------------------- ------- ------------------------------------------------ ------------ - ------------ ------------------- ------- ------------- --- 16FB_CONCFOOTING i6"x8"CONCFOOTING ------- 16"_8"CONCFOOTING ---------- --------------- ----------------------- ------------ 5 PROPOSED REAR WALL PROPOSED LEFT SIDE ELEVATION 1/4"=1'-0" 1/4"=l'-0" I i 2.T x 12"RIDGE CONTINUOUS RIDGE VENT 2"x 6"COLLAR TIES 32"oc 2"x 10"RR 16"O.C. 1/2"PLYWOOD SHEATHING#15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) ICE SHEALDING t 81 ATTIC 2"x 12"CEILING JOISTS 16 O.C. 12"O.H. 3"CONTINUOUS SOFFIT VENT R-381NS ATION W/ 1/2'GYPS MBOARD. 2"x 4"STUDS 16"oc R-38INSULATION W/ 1/2"PLYWOOD SHEATHING i/Z'GYPSUM BOARD R-30 INSULATION VAPOR BARRIER R-3 INSULATION BOARD R-15INSULATION W/ VINYL SIDING(AS SELECTED BY OWNER) 1/2"GYPSUM BOARD. BLOCKING BLOCKING MASTER b 3/4"SUB FLOOR GLUED AND NAILED BEDROOM STAIR ff BEDROOM --2"x4"SILL 9'-9"CLG HT 114"CLG.HT 11718"TJI 110 SERIES OR EQUAL @ 16"O.C. 2-2"x 4"TOP PLATE 2"x 4"STUDS 16"oc BRIDGING BRIDGING 1/2"PLYWOOD SHEATHING VAPOR BARRIER R-3 INSULATION BOARD VINYL SIDING(AS SELECTED BY OWNER) R-151NSULATION WI 1/2'GYPSUM BOARD, LIVING 3/4"SUB FLOOR GLUEDAND NAILED BLOCKING BLOCKING ROOM R-15 INSULATION WI 11 7/8"TJI 110 SERIES OR EQUAL @ 16"O.C. BEDROOM 9'-T CLG.HT 1/2"GYPSUM BOARD. 2.2"x 4"TOP PLATE 9'-0"CLG.HT SILL SEALER TERMITE SHIELD(COPPER) ANCHOR BOLTS(SEE DETAIL) BRIDGING FIRE STOPS BRIDGING 2-2"x 6"ACO SILL GIRDER AS PER PLAN GIRDER AS PER PLAN .y '. 1/2"GYPSUM BOARD ON 1/2"GYPSUM BOARD ON A GRADE UNDERSIDE OF JOISTS UNDERSIDE OF JOISTS :.r 2-Tx 12Y'RIDGE 2-2"x 12"RIDGE UN-FINISHED BASE IENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT O _ D ^* m -4"THICK POURED CONCRETE SLAB TH 6"x 6"x .t w R-ii DRAPPED INSULATION 1.4 x 1.4 WV�Mt REINFORCING OVER IL VAPOR R-11 DRAPPED INSULATION PROVIDE DAMP PROOFING ON EXTERIOR WALL BARRIER OVER 6"R.C.A.COMPACTI I BASE. ON EXTERIOR WALL t 2"x 6"COLLAR TIE$32"oc 2"x 6"COLLAR TIES 32"a SEAL ':j •8'-0"CEILING HEIGHT PROVIDE 1/2"GYPSUM BOARD ON DERSIDE OF ALL JOISTS 6"0 C. k 8"CONC FOUNDATION WALL. 2"x 10"RR 16"0 C --ii K TF f :? 1/2"PLYWOOD SHEATHING#15 FIR I 81 FELT 1/2"PLYWOOD SHEATHING#15 FELT 16"x 8"CONCRETE FOOTING W/4"x 2"KEY ASPHALT SHINGLES(AS SELECTED BY 00NER) ASPHALT SHINGLES(AS SELECTED BY OWNER) L_J ICE SHEALDING ICE SHEALDING 4"CONCRETE SLAB ON UNDISTURBED BASE �f 2"x 12"CEILING JOISTSi 16 O.C. "x 12"CEILING JOISTS 16 O.C. SECTION VIEW Q 1/4"=1'-0" U u u u u u U U u U u U u 2"x 4"STUDS 16"oc 2"x 4"STUDS 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING v °D R-15IN ULATION WI 00 VAPOR BAR2RIER VAPOR BARRIER M � R-3 INSULATION BOARD 1/2" PSUM BOARD, R-3INSULATION BOARD cL o� VINYL SIDING(AS SELECTED BY DAVNER) R-15INSULATION W/ VINYL SIDING(AS SELECTED BY OWNER) 04 co NOTE' 7/2"GYPSUM BOARD. 4 BLOCKING co M 3/4"SUB FLOOR GLUED AND INAILED ff 3/4"SUB FLOOR GLUED AND NAILED co m PROVIDE ICE BARRIERS AS PER SEC.R905 1.2 MASTER AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS 2"x:4"SILL W.I.C. BATH 2"x 4"SILL OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- BEDROOM ADHERING POLYMER-MODIFIED BITUMEN SHEET IN 11 7/8"TJI 110 SERIES OR EQUAL @'16"O.C. 9'-0"CLG.HT Y-T CLG.HT 1 718"TJI 110 SERIES OR EQUAL @ 16"O.C. PLACE OF NORMAL UNDERLAYMENTAND SHALL IV-0"CLG.HT EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR 2-2"x 4"TOP PLATE 2-2"x 4"TOP PLATE WALL LINE 2"x 10"RR IE6"O.C. 2"x 4"STUDS 16"oc 1/2"PLYWOOD SHEATHING#15 1 FELT BRIDGING BRIDGING 1/2"PLYWOOD SHEATHING ASPHALT SHINGLES(AS SELECTED BY OWVNER) VAPOR BARRIER ICE SHEALDING R-3 INSULATION BOARD CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS HEADER AS PER PLAN VINYL SIDING(AS SELECTED BY OWNER) rn O} OF UL 127 AND SHALL BE INSTALLED AND w TERMINATED IN ACCORDANCE WITH THE Z Q MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 R-15INSULATION W/ } O Z PT HEADER AS PERT PLAN 1 2"GYPSUM BOARD. Of Z � 3/4"SUB FLOOR GLUED AND NAILED R-15 INSULATION W/ w _j _j Of 2"x6"CEILING JOISTS'160C. 2 1/2"GYPSUM BOARD 11 7/8"TJI 110 SERIES OR EQUAL @ i6"O.C. O Q O LIVING ROOM DINING ROOM 2"x 4"STUDS 16"oc 2-2"x 4"TOP PLATE cn N 1/2"PLYWOOD SHEATfHING 9-0"0"CLG.HT 9'-0"CLG HT n o p to VAPOR BARRIERSILL SEALER u) U m R-3 INSULATION BOARD TERMITE SHIELD(COPPER) VINYL SIDING(AS SELECTED BY ONVNER) ANCHOR BOLTS(SEE DETAIL) BRIDGING FIRE STOPS BRIDGI 2-2"x6"ACOSILL Z O 2"x W PT FLOOR JOISTS'16 0 C. F- of ce) z PT HEADER AS PER2 PLAN PROVIDE ill"GYPSUM BOARD O o `n R-11 DRAPPED INSULATION ON UNDERSIDE OF ALL JOISTS V 0 N ON EXTERIOR WALL GRADE (n J 2"X10"LEDGER BOARD LAG BOILTED UN-FINISHED BASEMENT J TO DWELLING W/1/Z'LAG BOLTS @ 34"0 C. GIRDER AS PER PLAN LLl �' d AS PER TABLE 507 2 I W 4"THICK POURED CONCRETE SLAB WITH 6"x 6"x O CL O ' 1.4 x 1.4 VNNM REINFORCING OVER 6 MIL VAPOR PROVIDE DAMP PROOFING 2 O -' 4"x 4"POST ANCHORED ON BARRIER OVER 6"R.C.A.COMPACTED BASE. R-71 DRAPPED INSULATION 0' � 14"O FOOTING DOWN TOVIFRGIN SOIL I � w �I MINIMUM 36"BE' GRADE I -8'-0"CEILING HEIGHT ON EXTERIOR WALL W d Z Q PROVIDE 1/2"GYPSUM BOARD ON UNDERSIDE OF ALL JOISTS Z W O L 8"CONC FOUNDATIOM WALL. 3 8"CONC FOUNDATION WALL. p W Z W 16"x 8"CONCRETE FOOTING W/4"x 2"KEY L_J ` 16"x 8"CONCRETE FOOTING W/4"x 2"KEY (n Z:) 4"CONCRETE SLAB ON UNDISTURBED BASE \ 4"CONCRETE SLAB ON UNDISTURBED BASE d = w Z Lo N u O z = 2 w d U 0Q F-- OI CO DWG NO SECTION VIEW B . 6 1/4.,=1.-0" e 7 15 i ICE SHIELD: 2 LAYERS OF UNDERLAYMENTS CEMENTED ALCOA RIDGE VENT,INSTALL TOGETHER OR SELF-ADHERING POLYMER AS PER MANUFACTURES SPECS. MODIFIED BITUMEN SHEET. I ROOF SHINGLES 1"AIR SPACE (1"x 2"BLOCKING. #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 1/2"COX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)Bid COMMON NAILS IN EACH #15 FELT PAPER END OF STRAP. 1 114"x 20 GAUGE GALV. I STRAP(TYP.)WITH(6)8d l COMMON NAILS IN EACH END OF STRAP. I 24"MIN. SIMPSON H2.SACLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CLG. RIDGE BEAM. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 114"x 20 GAUGE GALV. NOTE:HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU"SKEWABLE"CONNECTOR znN. DETAIL "All DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" An, DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N T.S VALLEY FLASHING N.T.S RIDGE STRAP&VENT N T.S. HURRICANE CLIP N T S R 9051.2 R 802 3 R.802 3 1 R.802 3 1 R 802 3.1 R.802 5 1(9) R 802 5.1(9) L/4 MAX. L 5/8"TYPE"X"GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"X"GYPSUM BOARD r a^ 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED 2"x 4"FRAMED WALL. TYPICAL STRAP DOWN WALL STUD WRAPPED NOTE: TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITrY BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR PARTITION. TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION BETWEEN HEATED&NON-HEATED THOUGH BOLTS 1'-4" SPACES. HEADER FIBER STRONG RIM BOARD BY 11 1/2"INSULATION STEEL PLATE MANUFACTURER @ END OF JOISTS. 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1l4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS&DOWN WALLSTUD DETAIL "E" ,., DETAIL "F 11 !! DETAIL "G" on& DETAIL "H" o CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S CANTILEVER FRAMING DETAIL 112"=V-0" FIRE SEPARATION @ GARAGE WALL N T.S. HEADER WI L 1/T'=1'-0" w SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED UL Design No.U333 SHEATHING =HANDRAI SEAL SIDING S& FLASHING CONTINUOS VENT LY % F�it K: w R-312 U 1/2 z? HARDWOOD OR STEEL HANDRAIL 1 1/4"AIR SPACE W/1 1/2"MIN.FINGER CLR.AND NOT BACK-FLASHING c� 1/2"MIN. BLANKET INSULATION So p TO PROJECT MORE THAN 4.5" 3/4"AIR SPACE n O FROM THE WALL. e ROOF RAFTER 3/4"0 LAG BOLTS TOP BOTTOM @ 24"O.C.MAINTAIN2"EDGE @ END DISTANCES. D STRINGER,DS,&RISERS N ODPRE-MOLDED 1;rmEXPANSION JOINT. cMo cMO DETAIL "i" '"MINIMUM WIDTH OF STAIRS TO BE T-13" ROOF VENTILATION N,TS. DETAIL "N" STAIR AND RAILING DETAIL N T S Y 2' rn O w 12 Z ` Q 5 PORCH COL.TO HDR.np PORCH/RAFTER/GIRDER;_ >: w J Z Z R.R./C.J.TO DWELLING ROOF CONNECTION CONNECTION DETAIL W o ui TECO'S 2"x 10"FLOOR JOISTS JO o 0 2"x6"R R@ 16"0 C. = 2 2"x6"R.R.@ 16"O.0 1n F Z) 1n HEADER AS PER � r• 3-10dCOMMON PLAN o 0 N Q � m 12°LAG.BOLT SI ?SON u� U) @24"O.C. ST \PPING@16" 2"x6"CJ @ 16"0 C FILLER TRIP 6-81 COMMON SIMPSON 12T EA IDE _0 2-7'x10"HEADER 112°LAG BOLT F_ Ch DECORATIVE MOLDING 6"x 6"P.T.SOLID WOOD POST J PC64 POST CAP BY � � 0 OV. @ 2a°0 C. SIMPSON STRONG TIE O o C3 PORCH TECOS U) V N J J ABU46 POST BASE 5/8" w d � W � T'x6"DECKING ANCHOR BOLT DECORATIVE MOLDING SEE DECK LATERAL ATTACHMENT T'x6"DECKING 4" OPOST BELOW ANCHORED IN RAPPING PPIN O STRAPPING O 18" II ETAIL ON SHEET#12 2'x 6"FLOOR J 8"x TS @ i6"O.C. w AND 4"-6"ABOVE GRADE Y"0 LAG SIMPSON 1 ILL! Q N [L Z v 6-8d COMMON BOLTS@,6" EA 6-8d u2 1/2°LAG,BOLT 3-tOd COMMON all' AB POST BAOSE BY SIMPSON HGR.O 16 w @ 2q"p C. FILLER STRIP d W Z W TECO'S a (1 �_ F 0 Lo 5l8"ANCHOR BOLT �� 11 11 11 w a w Z N �' GRADE @4'O.C.(TWO STORY HOUSE) PORCHCOL'STOHDR. DETAIL N < DETAIL 0 0 w w 0 W N FLJ TO DWELLING PORCH DETAIL CH POST CONNECTION DETAIL a o �I (� a F o CONNECTOR POSTW/CONC.CONNECTION PORCH RAFTER/GIRDER CONNECTION DETAIL NTS NTS DETAIL "Milt DVVGNO PORCH CONNECTION DETAILS NTS e 77 15 i THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTfALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAIM SEAL BOTH SIDES ALONG CONTINUOUS BEAD RAF-TER WITH EXPANDING FOAM SEALANT. OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC.R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION-NOT APPLICABLE. OF SEALANT SEC.C501.1: SCOPE-ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC.R403.11: PORTABLE SPAS-NO PORTABLE SPAS ATTIC INSULATION _ = CONTINUOUS MINIMAL C501. SEC.R402.4: AIR LEAKAGE-COMPLIES. SEC.R404.1: LIGHTING EQUIPMENT-MINIMUM 90%OF LIGHTING TO BE HIGH CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE-COMPLIES SEC.R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC- EFFICACY LAMPS. INSTALL I"RIGID AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS-MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR,0.48(VERT.FENESTRATION) SEC.R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSULATION VERTICALLY TO — CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR,0"75(SKYLIGHTS) BURNING PILOT LIGHTS- CONNECT INSULATING SHEATING OF SEALANT TO BE USED. SGHC U-FACTOR 0. To RIGID INSULATION BAFFLE OF SEALANT 50 NO FUEL GAS LIGHTING EQUIPMENT. —CONTINUOUS BEAD SEC.R403.1: HVAC CONTROLS-COMPLIES FOAMI SEAL BOTH JOINTS SEC.C502: ADDITIONS- APPLICABLE. SEC.R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-COMPLIES. CONTINUOUS MINIMAL SEC C502.1:GENERAL-COMPLIES SEC.R403.3.2: DUCT SEALING-N/A EXPANDING FOAM AT WINDOW UNITAS SEC C502.2.1:VERTICAL FENESTRATION-COMPLIES SEC.R403.3.3: DUCT TESTING-N/A WINDOW PERIMETER AIR BARRIER SEC.C502.2.2: SKY LIGHT AREA-NOT APPLICABLE. SEC.R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING CONTINUOUS BEAD OF SEALANT SEC.C502.2.3:BUILDING MECHANICAL SYSTEMS-COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4:SERVICE WATER-HEATING SYSTEMS-COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT C404. SEC.R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM 1 112"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6:LIGHTING POWER AND SYSTEMS-COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD SEC.C502.2.6.1:INTERIOR LIGHTING POWER-COMPLIES WITH SEC C405.3.2. SEC.R403.5.1: HEATED WATER CIRCULATION 8 TEMPERATURE OF SEALANT AIR BAR SEC.C502.2.6.2:EXTERIOR LIGHTING POWER-COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS- EXTERIOR INSULATED WALL UNITAS CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL-NEW CONSTRUCTION COMPLIES. SEC.R403.6: MECHANICAL VENTILATION-COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE SEC.R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING-NEW EQUIPMENT VNNDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN CONTINUOUS BEAD THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL ff A ff OF SEALANT SEC.C503.3.1: ROOF REPLACEMENTS-COMPLIES. REQUIRED BY CONTINUOUS BEAD SEC.C503.3.2: VERTICAL FENESTRATION-COMPLIES. FEDERAL LAW FOR THIS LOCATION. OF ADHESIVE SEC.C503.3.3: SKY LIGHT AREA-NOT APPLICABLE. SEC.R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS-N/A. CONTINUOUS BEAD SEC.C503.4: HEATING AND COOLING SYSTEMS-COMPLIES. SEC.R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT 1"EXT.INSULATION SHEATING AS N.T.S OF SEALANT CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS-NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT SEC.C503.5: SERVICE HOT WATER SYSTEMS-COMPLIES. SEC.R403.10: POOLS @ INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS-COMPLIES. 15 ///// FULL WIDTH OF MUDSILL TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION �i\�i ARUNDATIOBARRIER WALLAS ��\ CONCRETE SLAB AS I SEALANTS BEAD j/\�% AIR BARRIER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE ATTIC INSULATION �� • < ��/��/��/�� A continuous au barrier shalt be installed in Air-permeable insulation shall not be used as Batts in narrow cevniss shall be cut to fit or the building envelope a sealing material. narrow cavities shall be filled by insulation INSTALL 11"RIGID ROUGH CUT The exterior thermal envelope contains a Narrow cavities that on installation readily conforms to the — General requirements AROUND'VENTILATION CHUTE continuous air barrier available cavity space Breaks or pints in the an barrier shall be -AIR EXPASEALNDING PERIMETER WITH seated, Air sealing shall be provided between the EXPANDIMG FOAM SEALANT Garageseparation garage and conchoned spaces II tl The anbemerin any dropped ceili�rysofld The maalatimnmany dropped ceitinglsofAt AIR SEALING DETAIL B shall be aligned with the insulation and any shall be aligned with the au barrier 1#1 CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed Recessed light fixtures installed in the building Recessed light fixtures installed in the budding N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openings,drop down stairs or knee drywall, rated, 1 12"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed Batt insulation shah be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and siA plate Cavities within comers and headers offrame around wring and plumbing in exterior walls, shall be sealed. walls shall be insulated by completely filing Plumbing and wiring or insulation Chalon installation really EXTERIOR INSULATED WALL The be of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend Walls exterior walls shall be sealed resistance of R-3 per inch minimum behind piping and wiring Knee walls shall be sealed. Exterior thermal envelope insulation for framed 7f 7f RIGID INSULATION SHEATHING P The barrier installed at exterior walls shall b instil adjacent to showers and tubs ,'� DETAIL C walls shall be installed in substantial contact Showentub on exterior wall adjacent to showers and tubs shall separate shall be insulated, "R-VALUERHICKNESS PER CLIMATE and continuous algnmentwith the air barrier. them from the showers and tubs (TAPE ALL JOINTS) 1"RIGID INSULATION AS ATTIC EAVE N.T.S The space between windawldoor Iambs and The au barrier shall be installed behind rn Thespaebet msandframm shah be BAFF LE CUT AROU N D MAN U FACTU R E D VENT PORCH RAFTER Z Windows.skylights and doorsframing, skylights 9 Electncallphone box on exterior walls electrical or communication boxes or 0 sealed. arc-sealed boxes shall be installed rn Rim joists shall include the air barrier. Rim joists shall be insulated HVAC register boots that penetrate budding Elf W Rim joists HVAC register boots thermal envelope shall be sealed to the subflocrordrywall 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shah be installed at any Floor framing cavity insulation shall be SEAL -.._ exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire a, the underside of subfloor decking or floor sprinklers shall on be sealed in a manner P ty ATTIC INSULATION i114 framing cavity insulation shall be permitted that is recommended b the manufacturer 7F Room(includingfloors) garage and si to be in contact with the lop side of Concealed sprinklers Caulking orother adhesive sealants shall not cantilevered floors) D 9 sheathing,or continuous insulation installed on be used to fill voids between Are sprinkler the underside of floor framing and extends cover plates and wal's or ceilings WOOD TRUSS FRAMING fI*. ;"< n.v'•}L from the bottom to the top of all perimeter gcorframing members SHEATH INTERIOR OF 1� ATTICACCESSTO +1"OF INSULATION LEVEL Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utllthy penetrations,and flue shall be covered wdh a Class I va r retarder insulation shall be ermaflentl attached to 1"RIGID INSULATION 'F F .I�•,/ Crawl space walls Po p Y Shafts,penetrations shaftsopening to extenororunconditioned ` 1 with overlapping joints taped. the crawlspace walls. space shall be sealed ACCESS PANEL DRAW ACCESS PANEL SNUG TABLE R402.1.2 NTH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' FINISHED CEILING TRIM ASREQUIRDED00 CO GLAZED W000 FRAME BASEMENT SLAB d CRAW-SPACE' ,"�'"-.<. .n. �h"'" "` w co CLIMATE FENESTRATION SKYLIGHT b CEILING MASS WALL FLOOR - r +k"' .. 77 if "Ell f ff it ro FENESTRATION WALL WALL R-VALUE WALL v,�;;.„� '7 '�'" - -ri'• '"v'°• - DETAIL D DETAIL E N eo ZONE U-FACTORb U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE "�, w�.y '��, - .'. 4 032 055 040 49 20OR 13+5 8113 19 10113 102FT 10/13 a. ,�. ` - AIR SEALING AT ATTIC HATCH d FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S tO rO RIGID INSULATION SHEATING 5 030 055 NR 49 20OR13+5 13117 309 15119 102FT 15119 K' • '" I 20+5 9 a.� '• ,mot-"... .. Efl 0 30 0 55 NR 49 OR 1520 30 15/19 10 4 FT 1511913+10 026 055 NR 60 23 CAVITY 1921 30 15119 104FT 15119 NR=Not Required r - I O For Sf foot=3048mm. PREFAB — ATTIC INSULATION Z 7 p r - FIREPLACE UNIT 'Q SITE BUILT ATTIC ENCLOSURE-MECHANICALLYSECURED } O Z A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN Z THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. ' i ; . :: - RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" lit O J W B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION a 's,'., J Q C "10113"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT a"' ' ". :r`; ,v - INSULATED EXTERIOR• a _ WALL."15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE . a�%` y STUD WALL � _ F- r BASEMENT WALL,ALTERNATIVELY,COMPLIANCE WITH"15119"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 �. - ey, :�••,' •5- �.r? - Oo O N Q CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME ° INSTALL INTERIOR rn to co D R-5INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. ° '?":» SHEATING PRIOR TO AS INDICATED IN THE TABLE THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOWTHE SLAB INTALLATION OF PREFAB MECHANICAL LATCH TO (� E RESERVED _ - ;�r FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT Z F. RESERVED - - _. ;:o„ ^.�, WEATHERSTRIPPING G ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19 H THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION O O I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R4022 5 THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE AIR SEALED WALL o ml to INTERIOR OF THE MASS WALL. N.T.S. U N COMPRESSIBLE WEATHERSTRIPPING (n (� —' MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE J LU TABLE R402.1.4 a ATTIC INSULATION 0 o MANUFACTURED PULL 2 W n EQUIVALENT U-FACTORS ATTIC TRUSS DOWN STAIR 0- O O `—WOOD FRAME FLOOR ASSEMBLY O 2 O 9 CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAW-SPACE ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTORb U-FACTOR U-FACTLL U-FACTOR WALL U-1 Z U zt 4 0.32 055 0 026 0.060 0 098 0,047 0 059 0.065 _ — G Z LU m � 5 030 055 0026 0060 0082 0033 0050 0.055 f f— _ W Z UJ—_ � ° DETAIL Hf f W 6 030 055 0026 0.045 0060 0.033 0059 0,055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S F p = 0 0 In A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE EXPNADING SEALANT AT PEIMETER -e. col O Z H = I N B. MASS WALLS SHALL BE IN ACCORDANCE W TH SECTION R402 2 5 MERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING = w LO INTERIOR,THE MASSWALL U-FACTORS SHALLNOTEXCEED 00871N CLIMATE ZONE 4 EXCEPT MARINE,00651N CLIMATE RECESSED LIGHTING FIXTURE �' W U W F- N a d U Q I— p ZONE 5 AND MARINE 4,AND 0 057 IN CLIMATE ZONE 6. C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301,1 AND TABLE R301 1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT DWG NO NOT EXCEED 0.360 DETAIL ffFff Ao6L DETAIL ffGff d $ AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S 15 MANUFACTURED FIREPLACE ASSEMBLY I i r � a m END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 I I ( I I 1 I 1 2'-0" L 3'-8" 5'-0" 3'-10" L 18'-0" 10'-2" 2'-0"IL I I I I I I 1 2'-0"B ACED USEE 5'-0"BRACED WALL SE I 8'-0"BRACED WALL SEE 2'-0"B AC LL SEE DETAI SSHEE #9.12 DETAILS SHEET#9-12 DET)AILS SHEET#9-12 DETAILS SI ilE 12 BWLA BWLA z L — — 4 z A L A O a o O W I I W S Z U i(1 U I W W J JCHEN m Q w l PANTRY I i 0"CLG.HT 0 30 DINING ROOM 9'-0"CLG HT ( 3 IREF. o I I I I 1 JN Z N o o BATH - -—-—-—-—-—-—-—-- j U m¢ Z to o w W 0 1 I Ell w :1 >< --- -- — Ld o 1 I zz z w a ¢xc I SEAL _ w w , I LIVING ROOM N 9'-0"CLG.HT a O � �""/� H iv U A P ow W No I BEDROOM#4 I W M T-0"CL NG.HT C2 't z z I ow o M U h O co N N o0 -�- -�- - -� eL BWLB —r------------T ow BWLB w w I zI CLO 3' "BRACED WALL EE 3'-6"BRACED WAL E"'o m W DE rAILS SHEET#9-2 DET ILS SHEET#9 1 z � --- O C P z BWL C o w= h >I 3'-0"BRACED WALL SEE BWl C p d <m < DETAILS SH T#9-1:2 t= � �-N' VIRIAI *111111 z m N O Ll O BWLD z 2'-6"B ACED WAL SEE 2'-6"B CED WAL! E o w W DETAI S SHEET#-12 DETAIL SHEET#,- I Y n 0 rn O 1 I I I LJ r Z g } ow z IX K z - 2'-6" 7'-0" 2,�„ I 3'-0" I 5'-9" 3'-6" 6'-7" 3'-6" I W q O O Lo o a m U) END CONDITION 92 END CONDITION#2 END CONDITION#2 END CONDITION 95 END CONDITION 92 Z O F- M D zl O o Ln U) U N z � J FIFF. # w c 'F- J FIRST FLOOR WALL BRACING PLAN J C - vd"=1�-o.. ® Q ® O O C o BRACING METHOD:CS-WSP (SEE SHEETS#9-12) � CR � a 0 .A II m w Z 2ND FLOOR Z w U) Z) ' o BRACED WALL LENGTH = 15.0 ADJUSTMENT FACTOR= 1.0 W 0 z _ ~_ z N �I j W = = W I LLD ADJUSTED BRACED WALL LENGTH = 15.0 a U UL a H- o cNo MINIMUM BRACED WALL LENGTH =24" DWG NO AS PER TABLE R602.10.5 e 9 15 i FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING ❑ ¢ CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED a BRACED WALL LINE BRACED WALL LINE END CONDITION#2 END CONDITION 95 END CONDITION#5 END CONDITION#2 ❑❑❑ ❑❑❑ RETURN HOLD-DOWN I PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANELAT END OF BRACED WALL LINE END OF BRACED WALL LINE END CONDITION 1 END CONDITION 2 �1 ml m I 2'-0" 9'-0" 2'-0" 10'-8" 2'-0" 7'-0" 2'-0" I I I I CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED BRACED WALL LINE BRACED WALL LINE I 1 I ❑❑ 2'-0" ACED LL SEE 2'-0"B ACED LL SEE 2'-0" RACED ALL SEE 2'_0"BR CED W L SEE XIA �+ DETA SHEE #9.12 DETAI SSEEE #9-12 I DET ILSSHEE #9-12 DETAIL SHEET 9-12 pBWLA --�'c4 - - --- - --- - --- - w -� zo �❑ o z P U N • w (V w I I ® l a Z RETURN m I BAT I m w w 48"MINIMUM BRACED WALL PANEL PANEL FIRST BRACED N o I I o AT END OF BRACED WALL LINE 10'MAX WALL PANEL o 'SEE REQUIREMENTS 7. END CONDITION 3 END CONDITION 4 BEDROOM#3 I r--_--, I REQUIREMENTS 000NTINUOUSLY SHEATHED w BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH b I I I w WOOD STRUCTURAL PANELS 32"FOR BRACED WALL } ( I I I a o LINES SHEATHED WITH STRUCTURAL FIBERBOARD HALL 1 I ( I w= 4 z _ DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH o WOOD STRUCTURAL PANELS 32"FOR BRACED WALL o I�❑ 1 LINES SHEATHED WITH STRUCTURAL FIBERBOARD ' CLO --_— L--J I m HOLD-DOWN:800lbs CAPACITY FASTENED TO THE EDGE OF THE r ❑❑ DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AN i TO THE FOUNDATION OR FLOOR FRAMING BELOW 0 I I I I ui HODEVIICE LD-DE- FIRST BRACED z I CLO ❑ I I WALL PANEL 0 3 w I END CONDITION 5 o w I I I MASTER BEDROOM I o SEAL _ C A P zo �� I 11'-0"HT TRAY I FORSI:IINCH=25.4MM,1f00T=304.8MM,IPOUND=448N =`4�-cp 7+R�`� o �� f� F4N.K w 2y. wj I � O BEDROOM#2 I I ecrif"":.<r �w I I ow o a I 1 I I Qw "' o w I U � I 4w w t co CO o N oD BWLB iv m_ F I I_ 1 - BWLB N00 - - - --- —_---_ — BWL C 2'-0"E ACED LL SEE 2'-0"B ACED W LL SEE Co co DETA SHEE #9-12 DETAI S SHEET 9-12 2'.0"B ACED WALL SEE [DETAIL,( BRACED W L SEE IDETAI 5 SHEET#9-12 [DETAIL SHEET i-12 1 2'-0" 9'-0" 2'-0" 8'_2" 12'-0" 9'-6" 2'-0"I FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS FOR SI:1 FOOT=304.8 MM I I I I I I 0 I 1 I I I I z L I � � � g } O z z � 1 I M I -j 0_' I ( ( 10'MAX 20'MAX 1 10'MAX 2 0 Q 'f �� z r BWL9 BWL2 BVvL1 d C) O } un U) N DO END CONDITION#2 END CONDITION#5 END CONDITION#2 END CONDITION#2 1 0 z I cwi O - -- — cod � 1 1 N J z o I I o coN SECOND FLOOR WALL BRACING PLAN ® I I o W _ BRACING METHOD:CS-WSP (SEE SHEETS#9-12) va'=r-°" i I j O p o u o o w z �I v 2ND FLOOR m Z w - --�--- w = F o BRACED WALL LENGTH -7.5 NOTE CONTINUOUS 20'MAX �20'MAX _pMAX w a- = W z N ADJUSTMENT FACTOR= 1.0 METHODS REOUIPE ALL FRAMED p Z _ = W ADJUSTED BRACED WALL LENGTH =7.5 ROP-I LINE TO BE SHEATHE & w < w o N WALL LINE TO BE SHEATHED v- CL U C� Q F- p (p MINIMUM BRACED WALL LENGTH =24" DWG NO AS PER TABLE R602.10.5 '� 0 d 15 I i 2020 RESIDENTIAL CODE OF NEWYORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEWYORK STATE TABLE R602.10.3(1) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF NUMBER AND TYPE SPACING AND BRACING REQUIREMENTS BASED ON WIND SPEED - OF FASTENER a,b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(212"x 0113);or 2 BRACED WALL LINES 4-8d box(2 112"x 0 113")or 3- 2"x 0.131' 1 Blocking between ceiling joists or rafters to top Toe nail 21 Joist to sill,tap plate or giber 8d common(2 11( ) or Toe nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-8d common(217 x 0131"):or :or plate 3-10d box(3"x 0 128" 3-1 Dd box(3"x 0.728");or HAND SPEED SPACING lbDWB,WSP,SFB, ) 3-3"x 0131"nails (MPH) STORY LOCATION (FEET) METHOD LIB METHOD GB PBS,PCP,HPS, CS-WSP,CS-G, 3-Tx 0.131'nails BV-WSP,ABW,PFH, CS-PF 4-8d box(21/2"x 0.1137)or 8d box(2 1/2"x 0.113") 4"o c.toe nail PFG,CS-SFB c 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Per joist,Toe tied 3-10d box(3"x 0128")or 22 Rimjoat,bandjoist or blocking to sill or 8d common(2112"x 0131");or 10 4.0 4.0 2.5 2.0 3-3"x 0.131"nails top plate(roof applications also) 10d box(Y x 0128"),or 6"o.c toe nail 20 7.0 7.0 4.0 3.5 3"x Ceiling joist not attached to parallel rafter,laps 4-10d box 0"x 0 128"),or box(nails 3 Face nail 3-8d box(2 112"x 0.113");or 30 10.5 10.5 6.0 5.0 over partitions[see Sections R802 3.1,R802.3 2 3-16d common(3 112*x 0.162"0;or 23 1"x 6" face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails subflooror less to each past 2-Btl common(P 3-10d box(3"x 0.12"128");or x 0 131");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 4 Table R802 51(9) Face nail 10 7.5 7.5 4.5 3.5 (heel joint)[see 51(9)]s R802.3.1 and R802.3.2 3-16d box 3 12"x 0135"):or Blind and face nail <120 20 14.0 14.0 8.0 7.0 and Table RBD251(9)] 24 2"subfloortejoist or girder 2-16d common(311T'x0.162") 5 Collar he to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0128'),or 30 20.0 20.0 11.5 9.5 9 Face nail each rafter ridge strap to rafter 3-10d common its x 0 i48"),or 40 31.5 31.5 18.0 12.5 4.3"x 0.131"nets 25 2"planks(plank 8 beam"floor 8 roof) 3-16d box(3 112"x 0 135");or At each bearing,face nail 50 31.5 31.5 18.0 15.5 2-16d common(31/2"x 0162") 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to plate 3. box nails 112"x 011 or 2 toe nails on one side and 1 toe nail 3tO10 d d common naails(3'z 0,149),6');or 3-16d common(3 112"x o 162") 10 NP 11.0 6.5 5.5 4-10d box(3"x 0.128");or on opposite side of each rafter or 26 Band or nm joist to joist 4-10d box(Y x 0.128");or End nail20 NP 20.5 11.5 10.0 4,Yx 0.131"nails truss 4-3"x 0 131"nails,or 4-16d(3 12"x 0135");or 4-3"x 14 ga staples,7116"crown 30 NP 29.0 17.0 14.5 3-1d common(3 12" 0 1148');or Toe nail " ");or at t each layer follows: o C. 50 NP 47.0 27.0 23.0 4-100d box(3"x 0128'); 20d common(4 x 0 192 or at top and bottomm and staggered 40 NP 38.0 22.0 18.5 erect 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0 131"nails 10d box(3"x 0.128");or 24"cc face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum T ridge beam 3-161 box(3 12"x 0.135);or End nail 27 Built-up girders and beams.2 inch lumber 3"x 0.131"nails staggered on opposite sides 2.16d common(312'x 0162');or layers An - 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128'),or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 3-3"x 0.131"nails 3-10d box(3"zD.128");or splice 30 1 . 12. 7.0 7. WALL 3-3"x 0131"nails 5 5 40 15.55 15.55 9.0 7.5 4-16d box(3 1/7 x 0 135");or 50 19.5 19.5 11.0 9.5 2N D FL 8 Stud to stud(not at braced wall panels) 16d common(3 1/2"z 0.162") 24"o c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 11T x 0.162") or At each joist or rafter,face nail x x 0 128 1;or 4-10d box(3"x 0128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16"o c face nail 4-3"x 0.131"nails 16d box(3 112"x 0 135"),or 12"o c face nail 10 8.5 8.5 5.0 4.5 9 Stud to stud and shutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0128") Each end,toe nail wall corners(at braced wall panels) cc face nail 5130 20 16.0 16.0 9.5 8.0 16d common(3 112'x 0.162") 16" 30 23.0 23.0 13.5 11.5 i6"o c each edge face nail NUMBER AND TYPE 40 30.0 30.0 17.5 15.0 16d common(312"x 0.162") ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 10 Built-upheader(2"to2"headerwithl/2'spacer) OF FASTENER a,b,c 16d box(3 12"x 0.135") 50 37.0 37.0 21.5 18.0 1ST FL Edges 12"cc.each edge face nail Intermediate 60 44.0 44.0 25.0 21.5 su portsc'e) 11 Continuous header to stud 5-8tl box(2112"x 0113");or toe nail (inches) inches 10 NP 13.0 7.5 6.5 4-8d common(2 1/2"x 0 131");or 20 NP 24.0 13.5 11.5 4-10d box(3"x 0.128") Wood structural panels,a Table r,roof,and interior wall sheathing to framing and particleboard to wall sheathing to framing 30 NP 34.5 19.5 17.0 16d common(311T x 0.162") 16"o.c.face nail [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall forming] 12 Top plate to rota pate 40 NP 44.5 25.5 22.0 10d box(Y x 0.128");or 12"o c.face nail 50 NP 55.0 31.5 26.5 3'x 0131'nails 6d common(2"X 0 113")nail(subAoor,wall)' Double top plate splice for SDCs A-D2 with 8-16d common(3 112*x 0 162");or 30 8d common(2 112"X 0 131")nail(roof); 6 12 f 60 NP 65.0 37.5 31.5 seismic braced wall line spacing<25' 12-16d box(3 12'x 0.135");or face nail on each side of end joint 12-1 lid box 3"x 0128";or (minimum 24'lap splice length each or RSRS-01;(2 it x 0113")nail(rooq 1 ( ) 9t 10 5.5 5.5 3.0 2.5 13 12-3"x 0131"nails side of end joint) Z Double top plate splice SDCs D0,Dt,or D2, 8d common nail(2 112"X 0.113"), 20 10.0 10.0 5.5 5.0 O 12-16d(3112x0135") 31 p or RSRS-01;(2t"x0.113.)nail(rei1 6 12f 30 14.0 14.0 8.0 7.0 � and braced wall line spacing>25' "- j 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common(312'x 0 162') 16"o c face nail 50 22.5 22.5 13.0 11.0 to top plate 16d3"x box(312"z0135"):or 12"oc face nail tOd common 3"X0148"nail 3"x 0131"nails 32 1}"-1}" ( ) • or 8d(2}"x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL 15 Bottom plate to joist,rim joisl,band joist or 3-161 box(31/2"x 0.1351;or 3 each 16"o.c.face nail 5 140 20 18.5 18.5 11.0 9.0 blocking(al brace wall panel) 2-16d common(3 112'x 0162') or 2 each 16"o.c.face nail /i a joy K. 4-3"x o.131"nals 4 each 16"o c face nail 30 27.0 27.0 15.5 13.0 ,` Fby .l 4-8d box 2112"x0113' ;or r r c Other wall sheathing 9 50 35.0 35.0 24.0 21.0 l 1- 40 35.0 35.0 20.0 17.0 ( I3-16ditici 2'x013i");or � I 4-8d common(212"z0.131),or Toe nail 60 51.0 51.0 29.0 25.0 ,.y/ �4-10d box(3"x 0128");or 33 �^structural cellulosic i}"galvanized roofing nail, 4 20 NP 27.5 16.0 13.5 r �� "head diameter,or 1}"long 16ga.staple 16 Top or bottom plate to stud 4-3"x0131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 3-16d common r �,- C^" with�"or i"crown � sT),r, 2-06d common 3112"x0162' or End nail F_Ni ( ) 30 NP 39.5 23.0 19.5 3-10d box(3"x 0 128"),or $4 ,"structural cellulosic 1 3-3"x 0.131"nails fiberboard sheathing }"Galvanized roofing nail, 40 NP 51.5 29.5 25.0 3 6 50 NP 63.5 36.5 31.0 3-10d box(3"x 0128'p,or �"head diameter,or 11"long 16ga staple p Top plates,laps at tamer s and 2-116d common(3 112"x 0.162");or Face nail with J"or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0131"nails o0 nail;staple galvanized d i "galvanized roofing , 3g gypsum sheathing a 3-Btl box(2 12'x 0113");or TABLE R602.10.3 2 co 18 1"brace to each stud and plate 2-8d common(2 12"x 0131");or Face nail 1}"long,1}"screws,Type W or S 7 7 C? n WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR= 1.00 2-10d box(3"z0.t26');or OD 2 staples 1 3/4" zed roofing N co 0 d 1�'galvanized nail staple galvanized, 3-8dbox(21/Txo11a or 36 t"gypsum sheathing vanze ADJUSTMENT FACT& 19 1"x8"sheathing to each bearing 2-8d common(212"x 131'),or Face nail isg"long,l "saews,TypeworS 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2-10d box(3"x 0128"),or I I TABLE R602.10.3(1)BY THIS FACTOR) 2 staples,V crown,169a,1 3/4"long 3-8d box(21/F'x 0113'),or Wood structural panels,combination subAoor undedayment to framing B 1.00 3-8d common(2 t2'x 0.131");or ONE-STORY C 1.20 3-10d box(3"x 0128");of 6d deformed(2"X o 120")nail, STRUCTURE 20 V x Vend wider sheathing to each bearing 3 staples,V crown,16 ga,1 314"long Face nail 37 '�"and less D 1.50 ar8d common(2}x0.131")nail 6 12 Wider than r'z 6" TWO-STORY 4-8d box(21YY'x 0113),or 1 EXPOSURE CATEGORY B 1.00 3.8d common(2 12 38"z 0131');or ad common(2}" STRUCTURE x 0 131")nail D 1.60 Y 1" 3-10d box(3"x 0128");or or Bid common(2}"x 0.120")nail or 4 staples,l"crown,l6 ga,1314"long s i2 THREE-STORY B 1.00 O C 1.40 W O 39 1�^-1}" 10d common(2 'X 0.148")nail; STRUCTURE Z D 1.70 g } O W or 8d deforomed(21'x 0.120")nail 6 12 <5 FEET Z 0.70 Z O� ROOF ONLY 10 FEET 1.00 2 � af 15 FEET 30 g O O 20 FEET 1.60 _ Z <5 FEET 0.85 ALL METHODS o = rr r p N m 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 Lo HEIGHT 15 FEET 1.15 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEWYORK STATE 2020 RESIDENTIAL CODE OF NEWYORK S1fATE <5 FEET 0.90 Z O TABLE R602.3 3 TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 1.00 i 3 15 FEET 1.10 C �t BRACING METHODS Z p REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED Continuous Sheathing Method BFEET 0.90 O0 O N U MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 J NOMINAL PANEL NAIL SPACING VNND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 H -J STRUCTURAL MAXIMUM WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE ADJUSTMENT W PANEL (mph) s PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure ca egory Fasteners Spacing 11 FEET 1.05 2 W d SIZE RATING (INCHES) EDGES FIELD 12 FEET 1.10 (INCHES) (INCHES) (INCHES O.C.) (INCHES 0 C.) B C D O O- O O 6d COMMON Exterior sheathing per 6" 2"fi edges 1eld NUMBER OF BRACED 2 1 00 1: 0 W � is 2a/o v2° is 6 t2 too tts tto Ir(2.0"x 0 113") CS-WSP J Table R602.3(3) 3 1.30 4 WALL LINES(PER PLAN ANY STORY d C7 w - ts s t2 no too 13s Continuously sheathed 1/2y DIRECTIONF zit 1.60 Z � 8d COMMON 1-11 . [].bi er sheathing per Vanes by fastener L[J 1 75 24/16 7/16" (2.5"x 0 131") wood structural panel " "' R602.3(1)orR502 3(2) FASTENED TO THE END 0 H 24 6 12 140 115 110 ++ _4+ STUDS OF EACH BRACED DWB,WSP,SFB W Z W 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, U) W HOLD-DOWN DEVICE O = 0 La7 FOR SI:I INCH=25 4 mm,1 mile per hour=0.447 ni FOUNDATION OR FRAMING BELO cJ 0- F Z N A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with W O N r6 panel strength axis perpendicular to supports. DWB,WSP,SFB O Q- W U W N OMITTED FROM INSIDE FACE X B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R3012 Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOAR ANY STORY 1.40 PBS,PCP,HPS,CS- a 11 Q I- p 0O aocordanoewith Section R602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CS-G,CS-SFB C Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating Plywood siding rated 16 ox DWG NO or 24 o e shall be permitted as an alternate to panel wdh a 24I16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB a 11 FASTENING PLATES,AND ALL HORIZONTAL JOINTS BLOCKED 15 I i 8d a?6"oc toed in L a Ong braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Bead Load Assumptions Roof Ably DL-10 pd Throe second Oust Mind go f00 110 120 130 1HREE SECOND GM UM TOP PLATE 6" SPEED (no) 90 F7 Ito S 90 100 1 110 is STRUCTURAL SHEATHING 8d COMMON NAILS eov sNr Mmher of 6d C-Nate ar Rod Box Nat, @ 6"O C ON EDGES E F E E F E F E F �%TOi (a R .) 1r each and of Wr x 20 gage strop 1,2A4A6. Required Capacity of Ridge Connection(plf) 1,Z3.4 I' F ONLY r Sheathing Location: Rather/Truss Spacing Maximum Nall Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 1/2"MIN.STRUCTURAL TOP PLATE (inches,o.e.) or 10d Box Nags(inches!o.e.) 16 2 2 2 4 126 178 235 298 WOOD PANEL Bat COMMON NAILS 20 2 2 3 4 157 222 294 373 _ 12 6 12 8 12 6 12 s 12 8 12 3:12 24 2 3 3 5 189 267 353 447 FI 12"O.C.ON 6" 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION Interior Zane FIELD ONLY c 86 12 a 12 6 12 6 12 6 t2 32 3 3 4 7 252 356 471 597 I 36 3 4 5 7 283 400 529 671 FOR STRAP- 3 8d COMMON NAILS @ EA END OF STRAP SOLID BLOCKING BETWEEN 8 12 8 �12 8 12 6 8 8 12 12 1 1 2 2 79 111 145 183 FOR C(JF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16 d COMMON NAILS @ IT O.0 5 PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 W/ %"DIAM ATR(ALL THREADED SOLID BLOCKING BETWEEN 24 6 12 8 8 6 8 6 8 12 4:12 24 2 2 3 4 158 221 290 366 LENGHT OF BRACED WALL PANEL ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 8 12 8 12' 6 12 6 12' 28 2 3 3 5 185 258 338 427 OF ANCHOR IN CONCRETE IS 10" PLATES Bid COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE e , 4 MIN..USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 18 6 12 6 12' 6 12' 6 8 8 6 36 2 3 6 238 332 435 549 Zone 12 1 1 1 62 87 114 19.2 6 12' 6 12' 6 6 6 6 6' 8' 16 1 1 2 2 83 115 152 192 ANCHOR BOLTS �� HIGH STRENGTH EPDXY ADHESIVE 20 1 2 2 103 144 190 1. TO SECURE ANCHOR,DRILL 3/q" 5:12 24 2 2 2 3 124 173 228 287 3-16d@1 wall DIAM.HOLE FOR EPDXY.FOLLOW 24 a 12' 6 6 6' 6' 8' 6' 6' 6' along braced wall 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/Lookout Block 6' 8' 6' 8' 6' 6' 4 4 4 4 32 2 2 3 4 165 231 303 383 36 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER• �cbh,Endwall Rake or Rake Truax w/o Roxs a wNaaq 6 6 6 6 8 8 8 6 6 12 1 1 1 2 57 0 138 173 16 1 1 2 2 76 106 138 1 30 73 BOARD SHEATHING 20 t 2 2 3 95 132 172 216 END SHEARWALL SLAB ON GRADE Rafter/Truss Spacing 6:12 24 1 2 2 3 115 158 207 260 Sheathing size P 9 Minimum Number of Bd Common NOR. Y8 2 2 2 4 134 185 241 303 (inches,o.a) or 10d Box Nails per Support 32 2 2 3 4 153 211 276 346 1.6 or Us Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 100 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 :12-12:12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E-NAIL SPACING AT PANEL EDGES SUPPORTS 32 2 2 3 4 151 200 259 324 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in)) Sd�6"oc toed in 36 2 2 3 4 170 225 292 365 a Ong braced wall 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within 8 feet of building comers. GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a building located In Exposure B. CLG JTS REQUIREMENTS SHALL 8E USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead AT STUD TO FLOOR ASSEMBLY TO�TUDCONNECTION 2. TABULATED 12 INCH 0C.NAIL SPACING ASSUMES SHEATHING ATTACHED TORAFTER/TRUSS @16"O.C. load(0.6x10psf). TOP PLATE Bid @ 6"oc toed in FRAMING MEMBERS WITH G >0 49 FOR FRAMING MEMBERS WITH 0.42 <G<049 THE NAIL 6" ONLY APPLICIABLE FOR TWO - 4. Tabulated Connection requirements are based On a 12"ridge Strop spacing, for different ridge along braced wall SPACINGS SHALL BE REDUCED TO6INCHES 0 C. 1/2"MIN,STRUCTURAL CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP 3 TABULATED 61NCH 0 C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS Strap spacings,multiply the tabulated values 1 the appropriate multiplier below. FRAMING MEMBERS WTH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL Bd COMMON NAILS L L SPACINGS SHALL BE REDUCED T04INCHES 0 C. Multiplier 1.00 1.33 1.60 200 4.00 TOP PLATE PLATFORM BELOW- 1 16dCOMMON NAILS@16"0.0 5. When the tabulated number of nails required in each end of the strop is equal to 1 and the framing @ 6"O C ON EDGES 4 TABULATED 41NCH 0 C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS q P q 9 ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1,the ridge strap and additional nailing is not required. SPACINGS SHALL BE REDUCED TO 31NCHES O.C. 6. When a collar tie is used in lieu of a ridge strap,the number of 10d nails required In each end of 8d COMMON NAILS p 5 TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B the collar tie need not exceed the tabulated number of Bid nails in a steel strap,or the number 2 of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box 3-16d(6116"oc @ 12"O C.ON 8d COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY @ 12"O.C.ON 7. �20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION SIMPSON HDU4-SDS25 HOLDDOWN = FIELD ONLY FOR STRAP- 3 Bd COMMON NAILS@EA.END OF STRAP W/ 5�"DIAM.ATR(ALL THREADED Bid COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- d COMMON NAILS @16'OC. ROD)ANCHOR,EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS- EXPOSURE B OF ANCHOR IN CONCRETE IS 10" @ 6"O.C.ON EDGES FLOOR JOIST 3-16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) CORNER HOLD - DOWN DETAILS MIN..USE SIMPSON SET EPDXY-TIE along braced wall Dead Load Aeanmptlons Roof/Cehhg Assi D.-15 pd 0' F all HIGH STRENGTH EPDXY ADHESIVE Bd@6"oc toed in AT STUD TO FLOOR ASSEMBLY 70 STUD CONNECTION @16"O.C. w SILL PLATE S••'r••.. TO SECURE ANCHOR,DRILL 3 along braced wall (ONLY APPLICIABLE FOR TVuOSTORIY CONFIGURATIONSI nRFE�m D pIST)WM 100 110 120 130 /4" ANCHOR BOLTS DIAM HOLE FOR EPDXY FOLLOW FLOOR JOIST FOR STRAP- 3 Bd COMMCJN NAILS @EA END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L rxerossew Wersr Number d ad Camman Not.an 10d Box Nape "SIMPSON"HDQ8 OR SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"0 C. 04 (s1 In each and of 1-)C x 20 gage strap 1,2,3,4 2-16d COMMON POURED CONCRETE/ "SIMPSON"PH NAILS @ T O.C. 12 1 2 2 2 F F D A H -- MASONRY TOP PLATE FOR FULL LENGTH /% °•.. M K ;\/ FOUNDATION - 6 8d COMMON NAILS 20 2 2 2 3 OF STUD 12 24 2 2 3 3 @12"o.0 ON 28 2 2 3 4 1/2"MIN STRUCTURAL FIELD ONLY 32 2 3 3 4 END SHEARWALL ON FOUNDATION WOOD PANEL 12 2 2 2 3 = Bd COMMON NAILS '� <� WALL 6"O.C.ON EDGES 16 2 2 3 20 2 2 3 4 �� \T F --F;ri 'r ONLY 16 24 2 3 3 4 C F h"' 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 12 2 2 3 3 I I M AT STUD TO FLOOR ASSEMBLY TO SSTUD CONNECTION @ 16'0 C 16 2 2 3 4 L (ONLY APPLICIABLEFOR TWO STORY CONFIGURATIONS) 20 2 3 4 4 BLOCKING@ �* OD FLOOR OIST 19.2 24 2 3 4 5 m rh 1 ENDWAL a;, •• '• -FOR STRAP- 3 B d COMMON NAILS @ EA END OF STRAP 28 3 3 4 5 N SILL PLATE '• •1 ` L L 32 3 4 5 6 v 00 •,�• ,�• PLATFORM BELOW- 1 i6 d COMMON NAILS @ 16"0 C. 36 3 4 5 7 "$IMP$ON"HDQ8 OR ov � 8d Cc�6"oc toed in ANCHOR BOLTS 16 2 3 4 5 "SIMPSON"PH co to along�bra,dwall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 NOTE: TOP PLATE FOUNDATION 32 3 5 6 7 6" 36 4 1 5 1 6 8 1 ALL STRAPPING,ANCHORS, HOLD DOWNS, TO BE 2 STORY BRACED WALL PANEL Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS Dated in Exposure B. Y i. Tabulated uplift connection requirements assume a roof and DETAIL = eiling assembly dead load of 9 psf(0.60 x 15psf=9psf).If a O eiling assembly is not present or if the ceiling assembly is not w Wall Sheathing and Cladding Attachment Requirements onnected to the roof assembly, the tabulated number of nails CORNER CONNECTIONFL OR TO FLOOR NTS Z Q 3 r hall be increased by 1 nail at each end of the strap. g pUi AT STUD TO FLOOR ASS.MBLY TO STUD CONNECTION @16"O,C for Wind Loads - Exposure B z � z (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS) . Minimum ASTM A653 Grade 33 steel strap. W Q FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Mind J O Bid Colt 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA PLeTE TO h 90 100 110 120 13 ? O = along braced wall PLATFORM BELOW- ] 11d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING 0 0 U) } FLOOR JOIST u) n N CO SIMPSON HOLDDOWN W/ 5/"DIAM E F E F E F E F E F B Stud "SIMPSON"HDQ8 OR 2-16d COMMON 6,. ATR(ALL THREADED ROD) Sheathing Location ( Spacing Maximum NOR Spacing for(Inches,mace Nails NAILS (� SEE THIS SHEET FOR DETAIL Inches,o.a.) or lad Box Naha ) "SIMPSON"PHD6 FOR FULL 0 C.LENGTH Z O 12 8 12 6 12 6 12 8 12 8 12 OF STUD 8d COMMON NAILS f- Cl) @ 6"O.C.ON EDGES Interior Zone 18 6 12 6 12 6 12 6 12 8 t2 J OZI O ONLY m to 1/2"MIN STRUCTURAL 24 8 12 6 12 8 12 8 6 6 12' U ° N WOOD PANEL = Bid COMMON NAILS 12 a 12 8 12 6 12 s 12 6 12 J FI 12°O.C.ON 4" EDGE ZONE I W W FIELD ONLY 16 8 12 8 12 6 12 8 12 6 12 W _ 3-16d@16"oc SIMPSON HOLDDOWN W/ 5�"DIAM 24 8 12 8 12 6 12 8 12' 8 72 i O i - 0 O along braced wall 8 = O _r ATR(ALL THREADED ROD) ANCHOR,EMBEDMENT LENGTH OF - V•J Z �I BOARD SHEATHING or LAP SIDING zt ANCHOR IN CONCRETE IS 10"MIN. • Z Ur FLOOR JOIST Raftedrruss Spacing ILL _ USE SIMPSON SET EPDXY-TIE HIGH Sheathing Sizees. MmimumNumber ofBd Common Nails orl0d Q STRENGTH EPDXY ADHESIVE TO Box Nails r Support NOTE: W Z W SILL PLATE 3 1x6 or 1xe Sheathing 12-24 2 2 2 2 2 718"THREADED ROD EMBEDDED 12 1/2" U) •••,�•.• SECURE ANCHOR,DRILL /4"DIAM ALL STRAPPING,ANCHORS, HOLE FOR EPDXY.FOLLOW 1x10orLargerSheathing 12-24 3 3 3 3 3 INTO CONCRETE WI ADHESIVE) ET(HIGH F O = In ANCHOR BOLTS HOEDOWNS,&ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS 0 Z N MANUFACTURER'S INSTRUCTIONS TO BE INSTALLED AS PER 0°F-40'F USE"SIMPSON"AT. HIGH STRENGTH O z 2 w E-Nail spacing at panel edges(in.) ACRYLIC ADHESIVE ( wl W W F- N POURED CONCRETE/ F-Naispaangatintennediatesupponsinthepanefed(in) MANUFACTURER'S SPECIFICATIONS ) K MASONRY 1. Forwall sheathing within 4 ft of the corners,the 4 ft permeter edge zone attachment a d U (D G CD FOUNDATION requirements shall be used DWG NO 2 Tabulated 12 inch,o.c.nail spacing assumes sheathing attached to stud framing members with G>0,49.Forframmg members with 0.42<G<0 49,the nail spacings shall be reduced -. to 6 , DETAIL 1 inches o c. - ', e 2 STORY END WALL SHEARWALL 3.For bulatednailspaor panel cungassmes galvanized box naloatel shall inExpsureBe permitted to besubsMutedforcommonnails. CORNER CONNECTION FLOOR TO FOUNDATION 4 Tabulated nail spacing assumes a building located in Exposure B N.T.S. 15 i TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS(FT.-IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8FEET 6 8 10 12 14 16 18 2-2X6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 4X6 8FEET 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3-2X6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 SOUTHERN PINE 3-2X8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3(2) 3-2 X 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 PLACEMENT OF LAG SCFREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11-10 10-9 10-0 9-4 8-10 3X6 OR 2-2X6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10OR2-2X10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3X12OR2-2X12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 LEDGER 2INC;HES 314INCH 2INCHES 15/8INCHES DOUGLASFIR-LARCH, 4X6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 BAND JOIST 314 IINJCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 WESTERN CEDARS, 4X12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 PONDEROSA PINE, TABLE R301.2.1.2 RED PINE 3-2 X 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3-2X8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 FOR WOOD STRUCTURALPANELS.b�d 3-2X10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 3-2 X 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 FASTENER SPACING (INCHES)a" FASTENER 4 FEET< 6 FEET< TABLE R507.9.1.3(1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST s 4 FEET S 6 FEET S 8 FEET (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF9 SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2-INCH 16 10 8 JOIST SPAN EMBEDMENT LENGTH No. 10 WOOD SCREW BASED CONNECTION DETAILS V AND LESS 6'-1"TO 8' 8'-l"TO 10' 10'-l"TO 12' 12A"TO 14' 14'-1'TO 16' 16'-1"TO 18, ANCHOR WITH 2-INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH a Y—INCH LAG SCEW BASED (0 ANCHOR WITH 2—INCH 16 16 16 > LU 1/2 INCH DIAMETER LAG SCREW WI 112 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH MAXIMUM SHEATING SEAL e.This table Is based on 180 mph wind speedss and a 33 foot mean roof height //%`;p 4 T_ b.Fasteners shall be installed at opposite endss of the wood structural panel 1121NCHDIAMETERBOLTWl1/21NCH c.Nailsshallbel0dcommonor12d box naits. MAXIMUM SHEATING 36 36 34 29 24 21 19 / d.Where screws are attached to masonry or nsnasonrylstuao,they shell be attached utilizing wbral'an-resistant anchors thavmg a minimum ultimate withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING 1/2 INCH DIAMETER BOLT W/1 INCH SECTION R301 DESIGN CRITFERIA MAXIMUM SHEATING 36 36 29 24 21 18 16 WOOD STRUCTURAL PANELS WITH A MINIIMUM THICKNESS OF%6"AND A MAXIMUM SPAN \aC- f- OF B FEET SHALL BE PERMITTED FOR ONENING PROTECTION IN ONE AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER THIE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301 21.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 20151.R.C:. c7 cn n TABLE R507.6 v 00 N QO DECK JOIST SPANS FOR COMMON LUMBER SPECIES(FT.-IN.) R507.9.2 LATERAL CONNECTION M M ro � SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BIE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND.WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN 12 16 24 12 16 24 ACCORDANCE WITH FIGUIRE R507.9.2(1),HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK,WITHIN 24 INCHES(610 MM)OF EACH END OF THE DECK. 2 X 6 9-11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 2 X 8 13-1 11-10 9-8 10-1 10-1 9-8 POUNDS(6672 N).WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH SOUTHERN PINE FIGURE R507.9.2(2),THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN 2 X 10 16-2 14-0 11-5 14-6 14-0 11-5 FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN 0) 2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS 1fHAN 750 POUNDS(3336 N). g } o z w 2X6 9-6 8-8 7-2 6-3 6-3 6-3 W z _j W i J W DOUGLAS FIR-LARCH, -' ¢ W 2X8 12-6 11-1 9-1 9-5 9-5 9-1 ? o 0 0 SPRUCE-PINE-FIR, 2X10 15-8 13-7 11-1 13 7 13-7 11 1 SIDING N N 2 X 12 18-0 15-9 12-10 18-0 15-9 12-10 ASING FOR WATER TIGHTNESS FLOOR SHEATING NAILING AT _ 2X6 8-10 8-0 7-0 5-7 5-7 5-7 JOIST NTH HOLD DOWN XIMUM ON CENTER TO DECKING Z REDWOOD, HOLD DOWN OR ACCORDANCE WITH TABLE R507.2 O STAGGER FASTENERS IN 2 ROWS OR SIMILAR DEVICE LEDGER WITH FASTENERS Z WESTERN CEDARS, 2 X 8 11-8 10-7 8-8 8-6 8-6 8-6 FLOOR JOISTAtAPPROVED JOIST HANGERS PONDEROSA PINE, 2 X 10 14-11 13-0 10-7 12-3 12-3 10-7 LAG SCREW OR BOLT OLD-DOWN DEVICE MIN.750 I.B.CAPACITY J 03 LO RED PINE FLOOR JOIST DECKJOIST 4LOCATIONS,EVENLYDISTRIBU OONG DECK AND ONE WITHIN 24"OF EACH U)2 X 12 17-5 15-1 12-4 16-5 15-1 12-4 D GF THE LEDGER.HOLD-DOWN DEVICESALL FULLY ENGAGE DECK JOIST PER > JOLD-DOWN MANUFACTURER. W d LEDGER 5 5"MIN FOR 2X8 W - 65"MIN FOR 2X10 O LZ 0 O T5"MIN FOR 2X12 A FULLY THREADED 318"DIAMETER LAG T_ O SCREW PREDRILLED WITH MIN 3"PENETRATION TABLE R507.7 TO CENTER OF TOP PLATE,STUDS,OR HEADER. > W (fir W MAXIMUM JOIST SPACING FOR DECKING Z Z MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING DETAIL "A " ,� :�:DETAIL T " DETAIL "C " I.- F s'. (>7 0 NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.23(1) NTS FIGURE R507 2 3(1) NTS FIGURER507.23(2) NTS (1) W DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS F O = U 0 'NOTE.THIS DETAIL IS APPLICAPABLE U Il w Z N 1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES 'DISTANCE SHALL BEfPERMITTEDTO W WHERE FLOOR JOISTS ARE O z ~ = r BE REDUCED TO 4.5"IlF LAG SCREWS PARALLEL TO DECK JOISTS. O Q' w W W ¢I N ARE USED OR BOLT SfPACING IS 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TOATTACCH2X8LEDGERS UCED TO THAT OF GTO2XII SCREWSo a a ~ o �° BAND JOISTS DWG NO PLASTIC COMPOSITE IN ACCORDANCE WI IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3 d 13 15 I i BLOCKING (® ENDWALL TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS.,b0 RESIDENTIAL CODE OF NEW YORK STATE RIDGE-PLATFORM/FRAMING ONLY R30121 1 DESIGN CRITERIA CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10 8(1) WIND SPEEDS FROM FIGURE R301 2(4)EQUAL OR EXCEED 130 MILES PER HOUR d b BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING (177.1 krtJh)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING FASTENER SPACING (INCHES) FASTENER 4 FEET< 6 FEET< 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION S 4 FEET S 6 FEET S 8 FEET (WFCM),MANUAL FOR ONE AND TWO FAMILY DWELLINGS ATTIC No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @16"O.0 ALONG BLOCKING 2 BAYIS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'4"O C TVBd @ 6"0 C.ALONG Bid 6"0 C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED BRACED WALL PANEL @ 3 ANCHOR WITH 2-INCH 16 12 9 BRACED WALL PANEL EACH BLOCKING MEMBER EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL 7rBRACED WALL PANEL y-INCH LAG SCEW BASED SECOND FLIOOR Z Lu ANCHOR WITH 2-INCH 16 16 16 3.16d @ 16"0 C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACHoB., EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"O C ®INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING ' a This table is based on 180 mph wind speeds and a 33 foot mean roof height OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING @ 16"0 C.ALONG ®PERIMETER ZONE b Fasteners shall be installed at opposite ends of the wood structural panel BRACED WALL PANEL c Nails shall be 10d common or 12d box nails BRACED WALL PANEL FIRST FLOOIR NOTE. —GABLE WALL d Where screws are attached to masonry or masonrylstucce,they shell be 1 FOR GABLE ROOFS IT TO 45'PITCHES (EDGE ZONE) allached utilizing vibration-resistant anchors having a minimum ultimate wdhdrawal capacity of 490 pounds FOR SI:1 INCH=25 4 MM !BAYS NEA ZONE BACK NGoY. CHAPTER 3 BUILDING PLANNING 2 SEE FASTENING SCHEDULE A FOR NAILING BLOCKING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WTH A MINIMUM THICKNESS OF Y,,AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301 21.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151RC VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN.) VENTS THAT EXTENDS OVER INSULATION (TYP.) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (withor without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BtARRIERSAS PER SEC.R905.1.2 L Clothes with standpipe 2 AND SHALL CONSIST OF MINIMUM OF TWO LAYERS Ll3—� �—LI3 OF UNDERLAYIMENT CEMENTED TOGETHER OR A SELF ADHERING POILYMER-MODIRED BITUMEN/SHEET IN Floor drain 2 PLACEOF NORMAL UNDERLAYMEdT AND SHALL T Kitchen sink,(one or two EXTEND A MINIIMUM OF24"IN IDETHEEXTERIOR I NO NOTCHES traps, with or without WALL LINE DI6 MAX r-pERMITTED O dishwasher and food waste 1 1/2 DI6 MAX disposer) SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT rn LIQUID FLASHING Siluwer ase on to o a DI4MAX zO flow rate through ower and bodysprays) In Flow rateate:: w Flow 5.7gpm and less 1 1/2 D cr more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 Dr3 MAX. SEAL _ AIR SHIELD more than 25.8gpm up to 55.6gpm q NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX DFROM // .1 :A" `•,"s�l OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SUPPORT� FLOOR JOIST-END CUTS SURFACE SHEATHING JOINT TREATMENT CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 -'F —'q, y' D13 MAX. -- - RAFTER CEILING JOISTS -.1' 00 M REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION Cq to PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 013MAX. `� `° a0 co THE CONSTRUCTION TYPE 21N MIN FROMTOP DESIGNATION SHALL BE AND , , BOTTOM OF JOIST PIPE OR CONDUIT I,II III IV OR V TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL he SECTION 1265.4 SIGN OR SYMBOL iz x 6"DIAME ER (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS 0 0 STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY W TH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST Z p CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A(CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112INCH(12.7mm). THE BACKGROUND g } < w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED z W Z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)/l187. (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, J OM OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER = 0 = REFLECTIVE RED I OR DIECAL. TOP PLATES ? n � SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THIE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CD 0 N m REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND DIA.40 PERCENT Z EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF-THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH Z EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THiE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) Z if CD(C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONITAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 518"MIN,TO EDGE JO on Ur) ( OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS V) OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 0 518"MIN TO EDGE >_ J HAVE BEEN AFFIXED (il)"R"'SHALL MEAN ROOF FRAMING;AND J (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. EOTEEDUST OFT W AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN STUD DEPTH 2 W - I CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O d O O y__� SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. IF HOLE IS BETWEEN 40%AND60% = O :- 1 1 BORED HOLES SHALL NOT BE OF STUD DEPTH,THEN STUD MUST BE > II 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS > 0 w OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO STROKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED W Z �I OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD LIP AND SO BORED Z W Ur V e MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWSE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS U) DESIGNATION FOR STRUCTURAL V V UU Z COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. W TRUSS TYPE CONSTRUCTION R NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS Q Ln = r F FLOOR FRAMING,INCLUDINGLO 8 T Zi W cd W (V GIRDERS AND BEAMS U DRILLING A OF SOTUD$NOTCHING DETAIL a d vl C7 ¢ oI Cp R ROOF FRAMING DWG NO FR FLOOR AND ROOF FRAMING ROOF AND FLOOR 14 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. e 15 I i JOIST DETAILS Load bearing or braced/shear wall Plate nail-16d(0 135"x 3Yt') above must stack over wall below at 12"on-center ( ) Load bearing or braced/shear wall above Plate nail,l6d(0.135"x3Y2") Plate nail,16d(0.135 x 3 Y") ]„ Blocking panel:1X"TJ°Rim Board, (must stack over wall below when present) ❑ ALLOWABLE HOLES -TJI®Joists at 16"on-center at 16"on-center When sheathing thickness exceeds/s, 2x_stud wail at Floor panel Hall- %"or 1Y2"TimberStrand°LSL or No load bearing Blocking panel: thin sheathing tongue at rim board 16"on-center 8d(O.131"x 2Y2")at 6"on-center a Min.distance from Table B 1Y"hire may be cut m Web stiffener TJI 'Olaf. wail above BID king anal: Min distance from Table A anywhere in web out- Plate TJ Rim Board,1Y4"or Plate nail-16d(0.135"x 3Y") g P 1Yz'TimberStrand°LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1YB'TJ°°Rim Board, DO NOT side of hatched zone at 16"on-center• cur or notch flange. m sides at A2W ONLY both sides at A3 4W ONLY squash blocks required each side 1Y4"or iy"TimberStrand°LSLLO TJI joist Sheathing Floor panel nail- 8d(0 131"x 24")at 6"on-center* boundary nails, at B3W ONLY or TJI°joist ^ '. ar 8d D.131"x 2Yz') lX"or 1Y2" it Web Stiffeners required at 4"on-center TimberStrand° Ys" Web stiffeners s" 'V"] 0 6" Rim-to-joist q LSL rim board. required on both nail each side at A3_W B 1 B1 sides of both joist 8" L1 2 x D, Di Closely grouped round L 2 x L z 6" 6" Toe nail, Toe nail, Toe nail-10d(0 131" holes ere rmitted H 1)a"TJ°Rim Board, When sheathing ends at B4W ONLY0 No Hate cur minimu Pa minimum No Held oat D. nor car 1 Od(0.131 x 3") 1 Did D 131 x 3") 7 12" x 3")at 6"on-center DO NOT hots in (applies b all tides the group perimeter holes In holes larger at 6"on-center at 6"on-center (A3.1/A3 1 W only) ® thickness exceeds/", min Web stiffeners requnred nil of joists at cut holes in candle hercha° except knockouts) meats requirements for n.rcned than 1Yz•In 1Y4"or 1 Y"TimberStrand LSL trim sheathing tongue on both sides at 61 VN centerline ron� round or square holes. sanee cantil- Web stiffener TJI°rim joist at rim board and B2W ONLY of support relMorcement required on both Must have 13/4"minimum Toe nail-10d(0.131"x 3") Table A-End Support at 6"on-center* Install proper blocking to Blocking panels may be required sides at Al W ONLY joist bearingat ends.Attach it support all panel edges 62 82 Blocking panels may/be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to Inside face Of nearest end support Al Al * A2 �* A3 A3.1 A3.2 A3.3 9 B3 B3W 64 B4W rim joist per A3 detail. walls above or belowv-see detail Bt below-see detail B1 JOIST TJr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 ie DEPTH 2" 3" a" 6" 6Y," 7" 11%" 11" 13" 2" 3" 4" 6" 6Y," 7" sl4" 11" 13-- a For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 'For additional installation specifications see Rim Board A3.4 O Nail through 2x_cantilever,wood backer and 110 1'-D" 1'-" O O O O Details and Installation in Weyerhaeuser Guide W ® 6 2'-0" T-0" F-6" 1'-0" 1'6" 2'-6" 3'6" 4' -6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001 W W W Y 1Ye"TJ°Rim Board or 1Y<'or 1Y"TimberStrand° Blocking TJI joist web with 2 rows 10d(0.148"x 3') eY" 210 r-o° r-s' r6" a'-o" s6" r-o" 2'-0° 76" 4'-°" s-a' for Floor and Roof Framing,TJ-9001 LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'6" 2'-0" 2'-6" 3'6" s'-6" 1'-le 2'.0" 3'.0" P6" 5'-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y"TJI° 360 P-6" 2'-0" T-D" 4'-0" T4' 1.6" T-6 T.6" F-0" 5'-6" connections equivalent to floor panel schedule joist flange widths. No r-6° z'-6" T-6" 6-0" T-0" 7-01 a'-0' 4'-0" s6" 6'-0" 6'-0"length f TJI°joist 8"diameter maximum hole for 11]/"- ® m 110 r-o" r- reinforcement and filler 16"deep blocking panels,6"diameter 1Ya'TJ Rim Board tYa"or 1Yz"TimberStrand s 6-6' 1- 2-6 26 4-s s- 6-6 9 8"diameter maximum hole for 11/ 9 one and bottom flange. " J" 360 1'-6' z'-0" X.0" X-6" 4'-s' S'0 -D" 1'-" r-6' '-" -6 -0" '6" -6' o each at h ( ) Attach reinforcement to joist fi'6" 1'-0" 2'-0" 2'-6" 3'6" 5'-fi' S'-6' 7-0" 4'-0"length of ]^_ block.Use 4'-0"ten th maxi ee mo shorter than 12I lone LSL.Nail with 10 0 131 x 3 nails, D. 11 z3o 1'-0" Ve" 2'-0" 2'-6' 3'-0" 3'-6 on one side at E2, 16'deep blocking panels;6"diameter with 9Y"and 11%"TJI° P shorter not cut Ranges. P g j with one 8d comer x 2Y) pp 660 1 0" 1'-0" t' " 1'-0" P6" 2'-0 ]D" T-6" T-6" 3'-6" T-6" 6'-6" 7.4c ]'-6" reinforcement 8'-0" 2'-8" 3'6" d'-8" 5'6" ]'-0" T6" 8'-0" 8'.diameter maximum hole for P 0 P *.een reinforcement to oast nail at each comer F1 applies 10 " T-0" 5'-6" 1'-" 1'-0" 1'6" 2'-0" 3'-6" 4'-0" 6'-0" B'-0" Web stiffeners 11%"-16"deepblocking panels, maximum for blocking panels 9)2 1 e 8d 0.131"x(2Y2") uniform g P both sides at E3 deep or shorter than 12"long. ( Horizontal blocking N z10 1'-0" 1'-0" i'-0" 1'-fi" 2'-0" 2'-8" 3'6" 6'-0" 1'-0" T-0" 2'-0" 2'6" 4'-0" 4'6" 6'-6^ e'6" krumum above required on both 6"diameter maximum for 1Y6"TJ°Rim Board 1X"or tY" each comer panels between each loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 1'-0" T-0" 1'-0" 1'-0' T-0" -0" 4'-0" F-T T-0" T-0" Do not cut flanges. sides at E1 W ONLY blocking panels 9y"deep or TimberStrand°LSL Nail with joist Nail to top plate with only. 360 r-o" r-°° r6" '-" 3'6" 4'0- 5'6" e'-°" r-a' r-6" 2'-s" 4'-0" 6-0" 6-6" 6'-0" s'6" shorter than 12"long 10d(0 131"x 3")na0s,one12"length f ii/4" connections equivalent to Wood AA oft` 660 1'-0' 1'-0" 2'-0" 3'-0" 4'6" 5'-0' 6'6" 9'-0^ 1'-6" 3'-0" 4'-0" 5'-0" ]'-0" ]'6" 9'-0" 10'-0" Y,e" Do not cut Ranges. *A�tta tYe"TJ°Rim Board or 1Y<'or 1Y" each at top and bottom Flangereinforcementt on floor panel schedule backer �a+ e�e` oo�y� 110 r o" r-°° r-°" r-o" r-o° 3'-° 3-0" s'-s" r6 10-0" TimberStrand°LSL.Nail with 10d as piJ aS 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'6' 8'-6" B'-0" one side at E 12"length f%" i1F�aK c7� boa 1s•• xao r-0` r-o' r-0" r-o" r6" r-s" 3'-0" 4'-0^ ].-o" r-o" r-o" r-o" z'-o" 3'-s" s' (0 131"x 3")nails,one each at Attach reinforcement toboth sides at IE6 '�� Full depth reinforcement on one side aide�r c�o�4` 36o r-m 1'-0" 1'-0" 1'-0" 2'6" 2'-8" 1'6" 6'-8" 9'-0" 1'-0" 1'-0" 1'-8' 3'-0" 5'-0" 5'6" web with 3 to and bottom Flan e. •" on-ctenter8clincheod Use 2, oclk;ng baI�jI! t E both sides at Ell a h reinforcement 9 'A joist ( „ each joist E7 E8 Less than 5" Ft �eo0 l 3so T 0" 6- 1- 21. le. 12" 14W 16%' a- Y" 7" 6 0" 10"0"2L 114W 16%" 2 0 squash blocks *, 560 1 0 1-0„ 1-0" 2,-0 d,6 7-0, 10.6.. 7 6 0 0 2-0 6-0,. 6�0" 8'-0" it'-0"12'-0" 14"0, Joist Flange wdh 2 to rows wdh 9y and 11]/ Less than 5" 1s 6q O O y"minimum R0„ 660 i-o 1-0 i-0 1'-0 2-0 4-6" e6 11-0 1-0 36'(0 131"x 2Y')nails at 6" a+ TJI"joists.1Ys"TJ°Rim Board or Gam WEB STIFFENER ATTACHMENT 3sa1-0 t-o t-o 10' 2-0 4-0 7-0 10'-0 0 1-6 3'-0" 1'6" 6'-0"11.6"13'�� on-center When reinforcing E5 E6 S'-0" T-o" 10'-6" 13'-0' 14'-6" 15'-6" CS Use 2x4 minimum squash blocks to 1Y"or%"TimberStrand°LSL. Face grain a+ to both sides,stagger nails. transfer load around TJI®oist Nail with 10d 0.131"x 3") horizontal E4 Not for use with 31/"TJI joist flange widths l" 2Y maximum J E1 E1 ( E2 E3 ®J g ° Table B-Intermediate or Cantilever Support nails,one each at top and 0y2"for TJI Nailing' bottom flange. EXTERIOR DECK ATTACHMENT Option#1' 560,560D) See table below Minimum distance from edge of hole to inside face of nearest Intermediate or cantilever support A I subfloor TJI°Joist blocking with end JOIST TJr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingPp Y Web stiffener both sides. DEPTH adhesive to all n See table below •With point load from above,and no support 6Yi" 7" s�" 11" 13" blocks installed at);joist-span 2" 7" 4" 6" 6�" 7" 8 11" 17' 2" 1" 4" 6" Hanger height Flush bearing plate required. Flashing locations usingbelow,install web stiffener tight to to flange 110 7-0" 7-6" T-ic 4'-8" 7'6" 1'-6" T-6- TT 6-tc 6'-6" Double TJI°Joist Filler Block: Hanger Backer Block,Install tight Maximum A"overhang contact surfaces g P a Iwo Bd(0113 xZy) Tight fit (gap at bottom flange) BJ4" 210 2-0 2-6 36 5'-0' B'-0" 2'-0" 3'-0" 4'-0 6'-6" ]'-6" he a minimum depth % Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 26" X-0° 4'.0^ 5'-6° 8'6` 2'.0" T-e" 4'-6" 6'6" T-6" ( ofJolse depth - p Nailing Requirements 360 TZ' 4'-0" 5'6" 6'-6" 9'-0" TO" 4'-6" F-8" 7'-8" 1 nails when possible. flange with face mount hangers), ledger Spa 2)z"screws, Depth Minimum Web TJI°Joist Series Number Nails 560 3'6" 5'-0" 6'-0" T-6" 10'-0° 4%0" 5'-6' 6'-6" e'-0° 9'-o" Clinch nails when possible. I See fastener 'I'�o\S a+' typical (in.) Stiffener Size Type table below Maintain tY"TJ°Rim Board or 1Y," ' Np�ca\ 5 s End Intermediate 1360V� 1'-0� 1'-0" 2'-0" -0° 4'6" 5'-0" 9=0" i'-0" 2�-P' 3�-0" 4'-6" 8'-0" F-0" 10'-0'' or 1Y2"TimberStrand° LSL 110 All /e x 2/s'"0i 11;5" '-0" 7-0" 2'6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" B'-0" 10'-6" 2"distance(minimum)from 210 All %"x 2%s Sd Top mount edge a Of led of l0 fastener. '-0" 3'-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 3'-fi" 5'-0" 9 9 7 ' s (0 113"x 2)z") hanger Option#2: 230&360 All x 2/s 3 3 '6" 3'-0" I'6' s_a. 8'-0" 8'-8" 12'-0^ 3'-0" 4'-6" 8'-0" 8'-0"10'6" 11'-0"12'-0" Fastener Allowable Loadtzt(Ibalbok) 2x strapping installed at Y3 16d -o" 1'-0' r-0" 1'-0' 2'-0" 2%6" 4'6" e'-s" r-V r-o" r-o" 7,6 5%0" 6'-0" 9'.0.12'-D" Backer block Rim Board Material )i"lag bolt)1"Through belt 2"Through Sh bolt Joist-span to erionstusing two 560 All 2x4 jP' ( „) '-0" 1'-0" 1'-0" 1'-0" 3'41" 3'4' 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-8" 6'-0" T-0" 10'-0" 13'-0" Face mount0.135"x 3y 14" 1'0" i'0" 1'-0" 2'0" 3'6" 4'0" 6'0" 10'fi" 1'0" 1'0" 2'6" 4'0" 6'6" T6" 11'0" 13'6" hanger both sides of web Zy p J ,typ with single TJI°joist 1)a"TJ Rim Board"' 480 695 18 4 4 1'-0" P-o" 2'-D" 3'-s" s'6" 6'-0" 8'-6" 176" t'-o" e-o" 10-D" 12'-o" 14'-D" 1 4"Timberstren LSL 610 725 615'°' Option#3 560D 20 2X4"' 16d 5 5 1'-0" i'-0" 1'6' T-6" 5'6" "I" B'-6^ t3'6" 1'-05-0" 7'-0" 10'-0" 11'-0"13'-6" 15'-0"Web stiffeners required'rf sides f Dlrectl a had ceilin 22"i" (0.135"x 3y") 6 11 r-0' l'0" 1'.0" 1-0° r-0" r-0" 7-6" 6-T T6" r-o" r-o° r-°° r-a' 3'-s' 4-6° 6'-6"11'-6"ILhan er do not lateral) su rt at With top mount hangers,backer block required only 1 ;'TimberStrand"LSL 675 7z5 Y PP 9 1'-0" 1'-0" 1.0" 1'0' 1'-0" 1'-0" T6" 6'-0"10'-0" 1'-0" 1'-0" 1'-0" 16 46 s'6" 10-0" 12'6" 18'-0" OH1 9 v PPo H2 H32a""' 6 13for downward loads exceeding 260 Ibs or for uplift (1)Corrosion-resistant fasteners required forwet-service applications P B1 1A/ 16" v.o.. 1'-ir 1'-0^ 1'-0" 1'6" 7-0" W-O" 6'a-1P-0" 1'-0" 1'-0" 1'-D" 2'-1 5'-0` 6'-0" 10'6" 13'-6" W-" least s/e'f TJI°joist top flange OLA When specified on the layout,one of 1 p g g 1'-0" i'-0" 1'-0" 1'-D" 3'-0" 4'-0" 6'6" 10'-0" 13'-6" 1,0.. 2'-0" 14'e" 17'-0" conditions.For nailing requirements see page 6,TJ- (2)Allowable load determined in accordance with ASTM D7672 O S1 or PS2 sheathin face ram vertical9001,Weyerhaeuser installaBon Guide/or Floor and (3)1Y"TJ°Rim Board is allowed with Joist depths s16"only the bracing optiions above is required (2)Construction grade or better 1'-D" i'-0" 1'-0' 1'-0" 2'6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 3'-6" Roof Framing,TJ-9001. (4)Maximum Y"shimmed air space (3)Web stiffeners are always required for 22"and 24"TJI°560D Joists 4"1 6" 1 7" 1 8" 1 10"1 12" 14)14"16Y" 4"1 6" 1 7" 1 8" 1 10"1 12' 14)"16%" BEAM DETAILS FASTENING of FLOOR PANELS 36o Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18' Z TJ (tx2) Rim Board 1&�•' TJr'Joists 110 210 230 or 360 360 560 560D �„ 36o P-0" T-o" r'-D" r-o" 3'-0" 6'-o" ii.0^1s-0" T-0" T-6" 4'-0^ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail size 110.210, 360 and tY,^7J° TimberStrand"LSL TimberStrimol" L Microbllam° ParallL s6o 0" 1'-0" 1'-0" 1'-0" 1'-8" 5'-6" 11'-6'15'6" 0" 3'-D" 6'-0" BEARING AT WALL OR WINDOW HEADER orwMer LwL PSL Depth 9Yz"-11/a" 14"-16" 9Yz"-its" 28-i6" s2x6+1�'" 2x8+78° 2x82+0" 1Two 1Two8" 18 Two Fora 424" Rectangular holes based onnreasurementolbngesivole w „ 3 6osrd 1y" 1}4" • Leave and 230 660 Rim B of web minimum t to and bottom o!hole.DON T cut gist flanges. CONNECTION CONCRETE WALL 16 (minimum) p er 1 g P P ( 4 Ti; 4'tai 6 4 3" 3" 41' 4" filler Block In 2x6 2x8 2x6 sae" /e Y' Yz Yz' Y"x 15" • Tables are based on uniform load tables in curtent design literature TJ°Rim Board Or Strapr code if to late 10d 10.148'x 1",)12d 0.148 x 3Y") 4 (Detail H2) sheathing sheathing sheathing sheathing sheathing 2.6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded Joists used in residential applications,one maximum size round hole maybe located 7 1 4" 3" 5" 4" tY"or 1 Y"TimberStrand° Is not continuous over ) 1 3" 5 LSL or blocking for lateral header 16d(0.162"x 3Yz") 6" 6" 16"Hi 6"f1l 6"i&I 6'1n 8"rHi 6" Cantilever Filler 2x6 2x10 2xathin 2x10+�" 2xs+yng 2x1sheathing Not at the center of the joist span provided that no other holes occur In the Joist. sheathing sheathing sheathing sheathing Not applicable SEAL (Detail E4) 4'-0"long 6'-0"long applicable Support (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance One row of fasteners is permmedl(Iwo at abutting 4'-0"long 6'-0"long 4'A"long 6'-0'long + panel edges)for diaphragms.Fastener spacing for TJIe joists in diaphragm applications cannot be less than shown in table.When ffastene,spacing far i r Backer Block HI �/4 F-0.•� `-r r�r/\ Strap per code if top •. blocking is less than spacing shown above,rectangular blocking must be used in Ireu of TJI®Joists Detail F1 s" 7" ]" // co'�1y.k.T s� ( /e or�" �'or/a /or 1"Net 2x6 2x8 2x12 Two at i g •, Q F,S• plate is not continuous ,' (2)For non-diaphragm applications,mutbple rows of fasteners are permitted ff the rows are offset at least h"and staggered or H2) sheathing /�. - ,, r^,•��n over column ', (3)With led(0 148"x IMP)gads,spacing can be reduced to 3"on-center for light gauge steel straps Filler To mount 16d(0 135"x 3 y") P (4)Can be reduced to 5"on-center If nail penetration into the narrow edge is no more than 11a"(to minimize splitting). Nall Size 10d(0128"x 3") �- y� hanger er Backer 10d(0 128"x 3") h to minimize splitting) :L 9 (5)Can be reduced to 4"on-center ff nail penetration into the narrow edge is no more than 1Y.( e pl g) Y �i '� } Prole.untreated 10(15 for muln-famd ` u, Column Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1&(to minimize splitting) Nail Filler 5 one side 15 each side 25 each side Wood from direct ■Recommended nailing is 12"on-center in field ends"on-center along panel edge Fastening requirements on engineered drawinligs supersede 10 15 for multi-family applications) each side hanger Ouant p1 ( Y PP ) ,•, a' \r lJ g Contact With recommendations listed above, Backer 15 m lit-famil 15 15 Lt L2 L3 See current Weyerhaeuser L4 concrete s Maximum nail spacing for TJI°joists is 18"on-centeforr ■14 a staples maybe substituted for ad 0 113"x 2Ji")nails if minimum penetration of V into the TJI°joist or rim board is achieved I'll necessary.increase filler and backer biock heght for face mount hanger and maintain Ye'pap at top oI)o t,see deteil W Filler and backer block O O 0 literature for framing connectors O g Y ( Pe dimensnns shoold amomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler block&). ■To minimize splitting,maintain edge distance and row spacing of 2Yz x nail diameter or X',whichever Is greater. (2)Cli naiis when possible "•-.,�f v N is Nailing Nailing rows must be offset at least)i"and staggered `- ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installaticon Guide for Floor Y supported at and Roof Framing,TJ-9001 Joists must be lateral) su Multiple-Member Connections for Top-Loaded Beams Fastener Installation Requirements El cantilever and end bearings by blocking Piece #of Fastener TJI®joist floor framing does panels,hangers,or direct attachment to Width Plies Type"' Min Length #Rows O.C.Spacing Location When fasteners are required on both not requite bridging or a rim board or rim joist. co sides,stagger fasteners on the second mid-span blocking co r BEARING AT 10d nails 3" 3"' 12" side so they fall halfway between N OD COLUMN 2 12d-16d nails 3 Y," 2"' One side fasteners on the first side d8 v 00 N 00 Screws 3%"or 3Yz' 2 24" H2 ' ' 10d nails 3" 3"' Q Al P� coo W 12" Both sides Rim board joint 3 12d-t6d nails 3 Y4" 2jz' DO NOT bevel cutJoist E2 between joists DO NOT overhang seat cuts 1 4 3%"or 3Y2" Both sides beyond Inside/see of wall. y Screws 2 24" Load must be applied evenly across on beams beyond the bee. 5" One side entire beam width.Otherwise,use lace of support member. Verify column capacity 10d nails"' 3" 3n' connections for side-loaded beams. One side and beam bearing 12" (pet side LS length.See current 4 12d-16d nails"' 3 Y4" 20' Weyerhaeuser literature. 5"or 6" Both sides Screws Z 24" O Multiple pieces can nailed or bolted together CS 6 " One side LB form a header or beam of the required size,up too � a TJI°rim Joist Screws 2 24" Both sides maximum width of 7" L3 1X"TJ°Rim Board or Y 3Yz" 2 6 y4" One side A2 r` O 1 4"or 1 �'TimberStrand LSL. � lY n Y2"bolts >_ B" 2 24" - W � O (1)1Dd nails are 0 128"diameter;12d-16d nails are 0 148"-0 162"diameter,screws are SDS,SDW,USP WS,or TrussLOK°D 61 Ll _�� g } W (2)An additional row of nails is required with depths of 14"or greater. H1 Z Z (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below 0' B2 J Q" Q NAILING AT BEARING(FLOOR) LS ) :3o TJI®Joist to Bearing Plate Squash Blocks to TJP Joist B3 o O (mv }Q 1Ys"TJ°Rim Board or (Load bearing wall above) to m 1Y"or 1 Y2"TimberStrand°LSL. Joist may be shifted up to 3"if Use B1 or B2at One 1 Did(0,128"x 3") Op nail into each flange floor panel edge is supported gq intermediate belarings Jfnail a 8d(0.113"x2Y") 9 and span rating is not exceeded each side Drive Do not cut joist flanges. with load beariing or Z nails at an angle at bracedishear wall O least In'from end Plumbing Drop End of joists from above 3Y"minimum at ne of support 0 O to U.) i�"minimum end bearing intermediate beano9 _ _ O Also see detail B2 single-family applications 5Y"may be required 1 U)for maximum Ht J Shear transfer.Connections equivalent capacity O r i J to floor panel nailing schedule r t W W D- Rim to TJI®Joist ° r 2 W =)1Ye"TJ°Rim Board, ° o O a O 1Y4"or 1 Y2"TimberStrand°LSL. TJI 660 rim Joist:Toe Additional joist is required A 2 O or - nail with 1 Did(0 128"x 3") O o K TJI°110 rim joist: floor panel edge is unsupported L4 ' nails,one each side of P g D - Exterior Deck W D- Z a �,One 10d(0.131"x 3")nail into °. ° or ifs an rating is exceeded - TJI joist flange TJI 560 ' LA DO NOT use sawn each flange floor joist o Attachment lumber for rim Z W 0I- TJI°210,230,and 360 rim joist: Structural UJI 0 One 16d(0 135"x 3y")Hall into INSTALLATION TIPS o sheathing as It may shrink W Z W each flange. •Subfloor adhesive will improve floor performance,but D after installation. WEY E R HAE U S E R TRUSS - JOISTS U) Z W 1'/"minimum beanng With depths>16",use TJI°360 rim joist may not be required. Use Doty F Top View O Locate rim boardjoint between joists. 'o Safety bracing(I x4 engineered lumber. FLOOR FRAMING:TJI 560 SERIES JOISTS •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'oncenter(6' w d Z N BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE oncenter for TJI 110 joists)and O cal W = W WI LO of a TJI°joist(with web stiffeners)is not a substitute concrete 1y"knockouts o H3 HOLES extended to a braced end wall. FLOOR DESIGN LOAD: (SLEEPING AREAS) as a v f,7 �.- o N 1Ys"TJ°Rim Board or for squash blocks or blocking panels at approximately Fasten at each joist with •d: O iy"or 1 Y2"TimberStrand°LSL 12"on-center two 8d(0.113"x 2Y2")nails minimum LIVE LOAD = 30 PSF -Men joists are doubled at non-load Dearing parallel (see WARNING). DWG NO partitions,space joists apart the width of the wall for Bearing plate to be DEAD LOAD = 10 PSF plumbing or HVAC. flush with inside face 15 Dove nails at an See framing plan(If applicable)or i of wall or beam Weyerhaeuser One tool 128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(seCP Vr e 1 5 side of member member at bearing, splitting of plate and Roof Framing,TJ-9000.For minimum `r►♦7 AS PER TABLE R301.5 OF THE e detail). �[-V 1Yz"minimum from end end and intermediate bearing lengths. RESIDENTIAL CODE OF NEW YORK STATE I I 1 PROPOSED GARAGE& S 240 52' 20" V V n' 1 00.00' z AP COVERED PATIO EI — — — — — — UNDER SEPARATE APPLICATION �-- --� EX. I I w COAT 0 VEREDN CLO SHED � I I I I _ LAV 14.4 I I f I I I - PROPOSED O e 1' `6 IN-GROUND POOL I I 4-0 1z o' M rn 1 I I I I Irn �O I L— PROPOSED — I -GARAGE 5' I -2 [EEI I STOOP i1 120' e '^347 — U (n 1 e z Z W W U C o PROPOSED TWO STORY DWELLING ¢ H HITH INCLES v W I a 0 33.9' I Z — I 19 3' RO N METAL \ B :;I-:;I- J RO F Lln WALKWAY LI J 'y N PROPOSED I N.Y IN �A COVERED PORCH rry I I (D LLB j w Q - Z Z 0 U� I c I Z 31.4' 33.9' c� o � • o / 1 ® o W v 00 w 383 22' — — — — — — — — — — — — — — — — GRADEir am" 0-9 0 co I I II II II II p N 25 05 30 E 100.00 I I � O N B'CONC FOUNDATION WALL 4'x4"POST ANCHORED ON O "0x38"FTG BELOWGRADE I,4 AND 4'&ABOVE GRADE W ' SUMMER LANE _____==__6x�GNGn ___�, SEAL �D .AR PLOT PLAN N K j PROPOSED FRONT ELEVATION 1°=20'-011 tA ' �®'�41 1/8" % W" l LOT AREA= 10,929.3 S.F. FIRST FLOOR= 1,138.7 S.F. DETACHED GARAGE=248.0 S.F. SECOND FLOOR= 1,075.6 S.F. COVERED PATIO W/LAV&CLO=201.3 S.F. COVERED PORCH= 109.3 S.F. REAR STOOP=37.0 S.F. IN-GROUND POOL=336.0 S.F. EX.SHED=82.6 S.F. FILED UNDER SEPARATE APPLICATION It co La 00 r r M f C? I� y N 00 co , N o0 ZONING ANALYSIS DWELLING:ZONE R40 m co ISSUE REQUIRED/PERMITTED PROPOSED LOT SIZE 10,929.5 S.F. 10,929.5 S.F. MAX. BUILDING HEIGHT 35'-0" 33'-11" MIN. FRONT YARD 50'-0" 35'-011 — — — SIDE YARD MIN. 15'-0" 32.7' SIDE YARD AGG. 354" 32.7' Y MIN. REAR YARD 50'-0" 38.3' W o GROSS FLOOR AREA 2,100 S.F. PLUS 12.5% FIRST FLOOR= 1,138.7 S.F. z r Q OF LOT AREA IN EXCESS SECOND FLOOR=1,075.6 S.F. --F'a — _ O z OF 10,000 S.F. TOTAL GROSS FLOOR AREA=2,214.3 S.F. _— w o _j L ALLOWED=2,216.2 S.F. ""°°W M"°°W ° o LOT COVERAGE 20% VIN LSIDING o O Lo ALLOWED=2,185.9 S.F. 2,1,52.9110,929.5=.197=19.7% s — �N LBI°'NG —— FIN FL u `� r 0° a -- — co Z lil.v Nua NL.v NEJ1 -- p W,NDOW ONDOW 'MNOOW WINDOW w LLJ z 35.0' 38.3' z - z O q o O o Lo o w w o V N w d NEW F d O VINYL BIDING _— — — J Q„ BOTI,JM OF JIB —. GRADE W 1'x 4"ROBi ANCHOREOON I I I I O BELOW GRADE 14"O xZ'.B ABOVE GRADE I I I = 0 B"CONC N [L,N•L^) ' FOUNDATION WALL S"CONC FOUNDATION WALL I � I..L V w _ ______ �ONC BLAB W 0— II F_N�� ---- --- ,5�x 88"CLOI�CF TIHG---- �Z Z <I W fi u, T_ `n I— A.// rrW^ Z W v/ � w ZLLI CV PROPOSED RIGHT SIDE ELEVATION W o W W�r� o W � (V a a. U tJ Q (— 00I (c) DWG NO lu 1 1 I