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HomeMy WebLinkAbout46314-Z « tt �d TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46314 Date: 5/26/2021 Permission is hereby granted to: Anderson, Richard _......w _ .... __ ..._-. ........ . _............ ...�._ 333 E 30th St Apt4M . ........ ...... ....... New York, NY 10016 To: Construct new single family dwelling as applied for per SCHD approval. At premises located at.- 1380 t:1380 Orchard St. Orient SCTM # 473889 Sec/Block/Lot# 25.-4-11.1 Pursuant to application dated _4/28/ 21 and approved by the Building Inspector, pp 20 . .. . To expire on .._11/25/2022.... .....,__ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,611.20 CO -NEW DWELLING $50.00 Total: $2,661.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �J Telephone (631) 765-1802 Fax (631) 765-9502 kit 1/wwr. <�au �id , tltotorrc�v "VI 'T, Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only p � PERMIT NO.„� ,,:w" � Building Inspectorr�,,,,,,� Applications and forms must be filled out in their entirety.Incomplete* applications will not be accepted. 'Inhere the Applicant is not the owner,an Owner's Authorization form(Page )shall be completed. Date: Z.. ,, OWNER(S)OF PROPERTY.- Name: Casey & Marissa Gibbons SCTM#Z000-025-04-11.1 Project Address: 1380 Orchard Street, Orient NY Phone#:(617) 435-8225 Email:casey@friendsfamily.co Mailing Address:220 Water Street, Apt.?M, Brooklyn NY 11201 CONTACT PERSON: Name:Melissa Butler Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:mbutler75@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T. Butler, PE PC Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:jeff@butler-ae.com CONTRACTOR INFORMATION: Name: ." " Mailing Address: �" r p " Phone#: - Email: a k ,, 0 I Alb. DESDRIPTION OF'PRI POSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cos ,of Project: ❑Other $ Will the lot be re-graded? ❑Yes @ No Will excess fill be removed from premises? Dyes RNo 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? E:]YesFONo IF YES, PROVIDE A COPY. Check pox After Reading: The owner/contractor/design professional is responsible forall drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEll 6Y 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 lather applicable taws,Ordinances or Regulations,for the construction;of buildings, additions,alterations or for removal or demolition as herein described,The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In bultding(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 taw, Melissa Butler Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: — � Date: 311,312—t STATE OF NEW YORK) SS: COUNTY OF Suffolk Melissa Butler being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of h(M 20 No ary it NU,�,R K AIN Registration Nu' l)l4" ',^,_41452 PROPERTY OWNER AUTHORIZATIONKorn Qualified ally Suffolk <.; ��; (Where the applicant is not the owner) 33 Ll 220 Water Street, Apt. ir �ut-"we�."�^�,,,�� residing at Brooklyn, NY 11201 Melissa Butler do hereby authorize to apply on my behalf to the Town of So lthold Building Department for approval as described herein. 4L Owner's S l'g natuI, Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project Proposed Gibbons Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,122 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Jeffrey Butler 15168184379 jell@butler-ae.com Compliance: 7.3%Better Than Code Maximum UA: 620 Your UA: 575 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. s Ceiling: Flat Ceiling or Scissor Truss 1,442 49.0 0.0 0,026 37 Ceiling 1: Cathedral Ceiling 798 30.0 0.0 0.034 27 Wall: Wood Frame, 16" D.C. 2,763 21.0 0.0 0.057 112 Door: Glass Door(over 50%glazing) 256 0,310 79 SHGC: 0.30 Window: Vinyl Frame 340 0.310 105 SHGC: 0,30 Window 1: Vinyl Frame 204 0.310 63 SHGC: 0.30 Wall 1: Wood Frame, 16" o.c. 1,376 21.0 0.0 0,057 78 Floor: All-Wood joist[Truss 2',240 30.0 0.0 0.033 74 Compliance Statement: The proposed building design described here is con stent th the building plans, specifications, and other calculations submitted with the permit application.The proposed building i s been lesi �,gd to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req I:erner lei Sc'heck Inspection Checklist. �.Q _... .......... ........... i ��� ame- le Signature tea ed f, Project... . .................. ._. ._._.wwwwww Title: Proposed Gibbons Residence J � � Report date: 03/02/21 Data filename: Pagel of 9 Foundation inspection Cor"a�plies"� Comments/Assumptions ,.._.. 303,11 A protective covering is installed to ❑Complies WO11 2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable µ� installed ..... .._ _... ..._._ .,. __............._,m _.. ...__ ...._ ...... ..... ..._..._.. .... .... ...... _.........�....... ____ 4019 ❑ . ..... ._.. .. Snow-and ice-melting system controls Complies lFi12 ❑Does Not )V ❑Not Observable ❑Not Applicable . ,w ��wkmmw.-�._�..w�w�.....��........�...w_..._.w�_w,.,,mm,.._.......,��.......w�.�..��w_...M._.............��.,__��_�M.....w...--........�_._w..�..... Additional Comments/Assumptions: 1 l ligh Impact(Tier 1) 2 Medium Impa:i (Tier 2) Low Impart C l"Ger 3) f Ti...,.w .m_ _,,...�, _.. .... ._ Project Title: Proposed Gibbons �w�w�w�w�_�. ��� __ �.__..__....__. bons R sidence Report date: 03/02/21 Data filename: Page 3 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) � Low Impact(Tier 3) pp ......... _............ _... ......._.._ — _..,._. l .............. .. Project Title: Proposed Gibbons Residence Report date: 03/02/21 Data filename: Page 5 of 9 �.._ Value Value — p ..� _, ._..-.....u.m.._.. Section p Plans Verified_ Field Verified Complies? Comments/Assumptions m .... w.__. ion Provisions is/Assumptions & Re 19.1. �.# _. .,,..Final Inspection ..,_W........— ...-..-.... ...,..._....�_..,.,... .... _.._. R ❑Complies See theYEnvelope Assem ..402.1.1, Ceilinginsulation R-value. R- _ blies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 ❑ Steel Steel ❑Not Observable [Fill' ❑Not Applicable .a... ....... _ _.. _ ....._...._. ...-_... ..... ... ..__......_ _.... ..... . .. .. ..... 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable [FI22...... _........ _.._ ..— ..._.... _._... ..❑Comp) _.. _._.:.. ............ ... ........ 402.2.3 Vented attics with air permeable ies ]2 insulation include baffle adjacent : ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 2.4 Attic access hatch and door R R ❑Complies 1 insulation >!R-value of the --...... ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.41.2 ....._..............-.... ._._..... ............... ...�..m... ........... ....... .... _. ....__ ..._,...... ......w_. .._,..... . .. . . _.,. , ..___.. _..,,, — ...... _.._.... ....,.... Blower door test @ 50 Pa. <=5 ACH 50 — w ACH 50 ❑Compli..es......._ ....__ _................. [F117]1ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable .1.. .... ..,,,. �.. . ...-..... _....... _.. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 _ ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ~~ � j or _.._._. ..: __ _....... _... �9 °nplies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing InspecUoru _........, _.... ...., ... _._ 403.3.2.1 Air handler leakage designated - 9 9 ❑Complies [F12411 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable [03331:1 installed f the control of stat..-...._v _. . ._.. .. ..._._....�..... ....__ ._.._..m....-....-... ... Programmable� thermostats ❑Complies 2primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code seer. ications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ElComplies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable plicable ..........__ _ ... .. [Oi j 1 Circulatingservice hot water ❑Complies 2 systems have tic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact (Ties 1) 2 Medium Impact(Tier 2) .._ 3 Low Impact(Tier 3) Pro1ect Title: Proposed Gibbons ResidenceReport Re ort date: 03/02/21 Data filename: Page 7 of 9 Sec on teValue a_lue Comments/Assumptions erments/ ssu .__ti nsPlnsVerified Field erife[Fina'I""I'nspection Provisions cr � _ ..... 303,3 mechanical and ...._w._ ww. _..... . DOo p�Not.. �0� ' Manufacturer manuals for water heating El systems have been provided. []Not Observable ❑Not Applicable AdditionalComments/Assumptions: _M....... ..................�.__, ...._...ww ......._���.....�..,,...�.�.��....�.�...���.......�._......�......._M._.....ww�....M_M�.._..�_....�...�.�_..�.._........wwwww,_..�...�...��....n...._..w_.._. 1 Fhgh lanp�act(Tier 1) Medium Impact(Tier: Low Impw�ct�S rc�m 3) .,,, . ....... �.rv �... ..... ...... .......__ Project Title: Proposed Gibbons .i.b.b.����...�.---w--w- �_��.......................v.�............�.�..................�.�.�.�..._.wwwww�...... ......w._.�w._..__.....�.�.�.�.�.�.� p � _._.m_m_ ._...... ...v,,. ons Residence Report date: 03/02/21 Data filename: Page 9 of 9 4 NIEw Workers! YORK Certfficate of Attestation of Exemption SIME CbMpenSafion from New York State Workers' Compermation andlor 410 Board Disability and Paid Family I eave Benefits Insuranm over "This form cannot be used to waim die woriery'compegas aaan 4,ghis ewobfigatioav of aipky pany,* The apfficant may aw. thk Certificnkc(if Aftstation of Ex ONLY to show a goveramitt entity tha New Yt)rk SULI: spcnuc,workers'compensation an&or disatihiv und paid family 9 w hencfts insuranc-c is not roquircd. Thc applicant amy KQT Li se this form LoAww anoffier Imi5incss rw that tntsincsss in�vmncc.carricr that smh insumuce is m requLited. Pleaw pro%ide this form to the govcrument entity from which you are requesfing a Ipenuft,license or convact. This Certitkate wkH not be wrtvW by gov ernmew officink one year after the date pirintcd on the form. In .......... ----- ------------- the Appheation or Bm4noe;AVying Fvr el BuRding rmk (1.4gal Entity Name and Addrem): j9ho Gakto UeAt Ngalk Wand Frm.Town of Sqmhobd I I V Flaw Rd RmLy ruiat,NCY 117 3W rhe lom—t-va 4 w -c wmk wvi8 d he nericx=&diw P[TO'NE:631.%. 54SM FUN.-N-XXX-K4W ON OrchsMSt.orient PoinL NNY 119-57. Esdinane o dmvc rPx4�'vUuVN:,cr,=Ptfl"Tc,tv0A nsocialcxi with.t&Naii'dia,, ralzit are(n)m May isc.2021 to 15.2*22. PiceshipmW 4<41aranv1,ON'P10im is am$1(10,00 ........... Mat. Tlx above named business is cerdf%ing, that it is NOT REQUIRED TO ORTAINNT-W VORK-W,%TF 19MCIFTC, WORKERS'CO-%IPE,.N'SAJIO-NDiSUIL&NC'EC-OVE,R-4GE- kwilacFulhi"in';mmon� The applicino is acling as.t gencralwaLl-Actur%,%ith no ezmplo%ecs,da% lar burers.leased crnplqs,borrowed emp1wces.Van-Lime cmpl(�vccs,unpoid PaAuwftersairld sans bas irxleperyknt c�=radvvs tbok mee!We s of Lbe.Nom York Ums�rucdun Inslusin I-air Tlav Act CSoctis>n 861 of Lhe Neo Yori Stat U- bur Law p. ........ ...................... and,Faig FaMi1v Ixavre Lkneft, f."N't, T1w Axwe narned business is cerllfNing thal it is NOT REQRED TO OBTAIN Nk,'MVORK S-TATESTA"TUTORV DISAKUTY AND PAID FAMELN LEAVE BENEFITS INSURAME(:0V1KW4(;E fix Uic fullluwking rruLwn,- ) o 1svecdb�% oic:i�disiJvul� OR 16 the ,Nrr,of New York Swire and is ncx i cofp0n..lioov, OR TI[ i,;a nne nr rivo porc(in owned rory)nli�n,with dk)sc indivichWs cnvning all of the zxl-a Mdin-k all officu. ,,of (in a nwi pcmm ownuf corik-inayian eich individual mu.,q K.ar officer and awn ar k3st onc slmrc of saw ;a. OR 4� is a biv;ivwss �6rh nrw NYS I w-vfionIn adelifion,rhe husincts.do not requirc dirvwhiky in J%id family 1cwc., hcnefit.n covcra5t INS-fiMC rillt-C it Ni Mir emplayrd nnenrmorr.Aa ividuais cm Ai leaw.30dayr.in ani eat III New Ynck State, OndeprMew oinrracw,,,)iswc im ooau idcacd io be,caipiq°ccs undkcr il-,,c Disabilit and Paid Famik lxavc Bcncfa 1.John(;U41k.5—arn 0.SNt Pnjydeirr%Ish the akxwt-njrr,,zd Irpi rnuq% i eikx v,rny Tv�i6;4-4i aw U the btnss I hSvc lbe Ga,wdycl inir&wmadmn and uU!NVh,.,tAw make Ons CrWlifiadc nt NMvLflion Li Exrmptmyl. I hrr-eh% Allm?tha., Lhe%uuernenv;rnzle hers-nn.-,Trr flue,whai I bavc axx=&,am,n1w."61J.1v taw FAMCMCnh�.Uljr I�17.1�.0 Coiificxc, of E%cumpLiun dw vrn.Ouas c.4 1.xr,4aN. I furOxnr Liffimi vua& I urAersukrsd a my fa"W',swumneat,rqxxsrnmmon of conocalmmt ivdl subjwz nic tc,ft.]`�Olty ro:s hy.,huling jaA and%Sril hahbry in w.:uTdance,M�wh the lAlmlem, lmw ,nl I ivhrr Net% Yvrk�;ufle lnw-, TU vuh7ni-rin.-uhi T�Crnificiie nF Urszalc.v of L`.XCU1rrr.,(-.Wn to the Xv%,vm%x7A cTAA,� fislol�dx),�c lzhw ficvb% .iffirm Ova m�Ora.� winrkerrN""I- irmumno.-arkVar d;%,jH�i!:%,and mi- fanily leave kocfixi oovera.N,,is xquia..-d-Ilse al-vtc nanlcd Au ani cfailv*'l Iaunalia.l.ck ;:cqu'rc=rm.3iAc Nckw Ycxrw a-,Mxific wudxm, crArrRmseckmnsmRrain.^or isosbffitv and oa:d farnilv is ave A cavarage&nd&Lv.r iinancdiaxly flu-nish J.xcx)f thar%YVcrk,(,On fanns a pn(.Aic�l I-A Lhe Oufira the WOTkem, Omni tp CbL--(:wcmjmlent MltJtv figu%l 1hove tate: SIGN Signaure. Ile D Al MRE Exemption CertifiCitte Number ReceiveIJ 2021-024318 April 21., 2021 NYS Wurkm'Compcnsafifm&mrd ~" NORTISL-05 T . _ ( ' . TI _.. _..... __ ... .... ..... __.. ...... .. _ DATE(MM/DDYY YY)TIl F LIABILITY INSURANCE... . 4/21/2021 /2..... ... FTHISERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES . THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed 9.......subject ,c ....._ t ....... .....in li.u,. ...e .. y (N _..._Y Q _ orsement. A statement on If SUBRO ens/ #BR-767175 uch endorsements . ain olicies ma re uire an end ,this certificates o_es noON IS tV olnfeDr rihts to the certlfica a holder�nllelu of such tNAME policy,cert PRODUCER CONTACT Plainview,NY-B&G Group-Hub International Northeast Limited PHONE FAX 55 West Ames Court Suite 400 (AIC,No,Exut (516)576-0400 JAIC„No).(516) 576-1177 Plainview,NY 11803 Clss INSURER(S)AFFORDING COVERAGE MAIC It INSURER A:Southwest Marine&General Insurance Company 12294 INSURED INSURER B North Island Contracting Inc INSURER C 11 East End Road INSURER D Rocky Point,NY 11778 - INSURER E I IrusuRER r OV ..........__ _ .._... C _......._. .. w REVISION NNUMBE..... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP ) TYPE OF INSURANCE POLICY NUMBER _,- y,O )� LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE X OCCUR GL2020RLHOO570 11/11/2020 11/11/2021 DAMAGE TO RENfP D o) 100,000 MED EXP RAny or*pvn°son) S 5,000' P'L R GE"Rrt44&ADV INA RY 3 1,000,00 C,EN'LAO'GREGA"fE LIMIT APPLIES PER: 2,000,000 arE1`tL lC�4q AGGREGATE P Ckp.tM1;"N X PRO- JECT LOC PRODUGC IS C01101110P AGG S 2,000,000 .,_._............... .. AUTOMOBILE LIABILITY COMBINED SINGLE E 10411` _IE.ac.4Ewitl _ ANY AUTO BODILY IPtiP.gURY&Per pee,)n� S OWNED SCHEDULED - _ AUTOS ONLY AUTOS BOt"MII Y IN,11JIt1,Y(Peii Ar d.,ruJrrorxk). HIRED NON-STEb a YCOPLFEUY DAP%A I„E AUTOS ONLY _AUTOS ONLY (P �a�,.F dnntY UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTION„, s .... .,,,,... �_ ..,,,,,....._.. .......w _....._. _ __--___.a_.,.w.w,.r"......_._..,...._._ WORKERS COMPENSATION CHER 01'1E- AND EMPLOYERS'LIABILITY Y/N ..... STAT)TE _ ER ....... APddF'I'"9 @'IETpOR'F �vFIICEBwPF IC[dC'I�I EL EACHA14IDEN1. $ F ICE aM Er . Mi h �1.Xu.LUIDE'1l�7 N/A U _ If gyars,dosciiibe undo2 L t DISEASE EAE EMPLOYEE C t h"',CRIPTION OF OPERA;T'IONS h0 w �..m ....... ..... t;L I)MEASF IsttN.VI'Y L1I 11T __„ ._..._.. DESCCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Addittim at Remarks Schedule,may he attached if more space Is requir- _w. ed) Certificate Is evidence,of Insurance for the named insured.Subject to policy terms,conditions and exclusions. ._ .,.,. . _..._..._... .. ...._.w.... — _._,.,.,. —.........................,,, ..,., _ ...... — __----- CERTIFICATE HOLDER CANCELLATION ....... _. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Main Southold ACCORDANCE WITH THE POLICY PROVISIONS. Rd Southold,NY 11971 .. .........................-__ _ ............. ..... AUTHORIZED REPRESENTATIVE ..........................------. ....... _ _._.._.. ................................-- ACORD 25 2016/0 ( 3) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NITARY LEACHING POOL SIZING: ENSINEEFZ: 0. 5L.Dit5.DIV1510H OF ENVIRONMENTAL QUALITY DARD5 FOR APPROVAL OF PLANS AND CONSTRUGTIOH FOR SEKA.6E DISP05AL SYSTEM 51WLE-FAMILY RESIDBJC,ES D. DEGEMBFR 29,2011 IREMENT PER TABLE 5� UM LEAGHIN6 5YSTEM FOR A 5-b BEDROOM RE5IDENTIAL PROJECT ) UM LEAGHIN6 SYSTEM(400 SQ FT 510E4ALL AREA) p �T MINIKJM 50%EXPANDED SYSTEM(bOO SQFT.SIDEKALL AREA) �a LSV C9 h Io NITARY LEACHING POOL DESIGN: CHINS SYSTEM FLOW REQUIREMENT. ( p CJ ,s SQ.FT LEAGHING AREA/25.0'SQ.FT.VERT FT = ib VERT FT REQ'D .EFF�EY T. BUTLER, P.E. °'(P x 8' EFF.DEPTH LEACHIN6 POOL5 Q LEAGHIN6 AREA REQ'D' = 400 SQ.FT.OF 5IDEWALL LEAGHIN6 AREA WALL LEAGHING AREA PROVIDED = 400 5F O N 50% EXPAN510N INSTALL AM ADDITIONAL- )'*x 8'EFF.DEPTH LEACHING POOL LEAGHING AREA RECO' = 600 5Q.FT.OF 51DEKALL LEACHING AREA j5O WALL LEAGHIN6 AREA TO BE PROVIDEV UPON EXPAN510N =600 5.F Z O O .. Z 0 Z � � W RAWIN6 5P2 FOR SANITARY STRUCTURE/COMPONENT DETAIL5 W Q LUO 5E PLAN5 ARE DESIGNED TO GOMPLY WITH... Z v FFICIAL COMPILATION OF CODE5 FAE5 AND REGULATION OF THE 5TATE OF NEW :21 LH :K TITLE 10 DEPARTMENT OF HEATH.GHAPTER 11.PART 15.STANDARDS FOR LU VIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WA5TElAATER TREAT"NT Q N iTEMS:APPENDIX 15-A D.H5. 'STANDARDS FOR APPROVAL..OF PLANS AND CONSTRUCTION FOR SBAA6Er� In Q P05AL 5YSTEMS FOR 51NGLE-FAMILY RE5IDENGE5-DATED 12-24-2011. Q i Q SCDHS REF. No. # o O in N fV 0 Z L6 I PAGE: Z < 'Ra SIDE-14CF ONLY DATE 12/31/20 H.S_ REF- c_ R=20-1998 _. . q/,,IT,71 TABLE R301.6 SOIL BEARING CAPACITY FOR THIS SITE DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE AND HAS BEEN DETERMINED TO BE WIND SUBJECT TO DAMAGE FROM PER SQUARE FOOT OF HORIZONTAL PROJECTION 2,000 PST(SW,SP)PER TABLE R401.4.1 WINTER AIR ANNUAL ICE BARRIER USE/ TRIBUTARY LOADED OF THE 2020 RESIDENrrAT,BUILDING CODE GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT PUBLISHED BY NEW YORK STATE. SNOW SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF AREA IN SQUARE FEET (MPH) CATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION OPENING PROTECTION BYFOR ANY STRUCTURAL LOAD REGION CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD MEMBER WOOD STRUCTURAL PANELS MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FINISHED BASEMENT= 1,440 SQ.FT. PERSUANT TO R301.2.1,2,SEE 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES 40 psf 20 psf SFD 32'-4" 27'-7" 1:3 TYPE V OTO 201 TO OVER 2 FIRM MAPS INTERIOR ZONE=29.6 psf INTERIOR ZONE_<4.6 psf FIRST FLOOR=2,240 SQ.F'f. ROOF SLOPE 200 600 600 FASTENING SCHEDULE ON SECOND FLOOR=1,442 SQ.FT. DETAIL SHEET IN THIS SET FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 2020 NYS UNIFORM CODE: (1:3) ACTUAL FINISHED GRADE ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MECHANICAL SYSTEM FEATURES: MAY VARY DEPENDING 7N 'THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE WITH 2020 RESIDENTIAL BUILDING CODE HEATING:NATURAL GAS HYDRONTC DISTRIBUTION,95%EFF RISE 4INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 EXISTING GRADE CONDITIONS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, PUBLISHED BY NEW YORK STATE. WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,0 GAL THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 12 INCHES PER FOOT COOLING:AIR CONDITIONER,ELECTRIC, 14.5 SEER) SEE DETAIL SHEET FOR DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 RISE 12 INCHES PER FOOT(1:1) 12 12 12 HIGH WIND CONNECTION ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS ENERGY RECOVERY VENTALATOR: 100CFM,23 WATTS AND GREATER REQUIREMENTS COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND PROGRAMABLE THERMOSTAT CONSTRUCTION CODES. UIREREQUIRED FOR HEATING AND COOLING Z i u SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, ENERGY COMPLIANCE: PERFORATED SHEAR WALL DESIGN METHOD-140 MPH, REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD o EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM AND PATH TO COMPLIANCE. �D 2018 140 MPH,TABLE 12 AND 13. AIR SEALING NOTES: lz WOOD FRAMED GI-IIMNEYCONT. RIDGE VENT THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; w WITH I-IARDIE PLANK SIDING - - - - - - - - TOP OF RIDGE THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH MANUFACTURERS'INSTRUCTTONS AND THE PROVISIONS (CHECKLIST)OF THE 2015 TFCC. w CONT. RIDGE VENT CONT. RIDGE VENT N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC O "NEW CASTLE" STANDING SEAM METAL ROOF (BLACK), TYP. AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING z O DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND SERVICE WATER HEATING EQUIPMENT, (� THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY ITHE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION I II OF ANYCOMPONENTS OR FINISHES. IIH HHH HH� HHHd IU� _ TOP OF PLATE im CENTER SECTION TABLE R301.5 - - TOP OF PLATE MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) z c� USELIVE LOAD w 0 AZEK TR M AND UNINI IABITABLE ATTICS WITHOUT STORAGE 10 m SOFFITS, ryp. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 w HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAINS 30 o o BALCONIES(EXTERIOR)AND DECKS 40 = `r FIRE ESCAPES 40 w -- GUARDS AND HANDRAILS 200 w GUARD TN-FTLL COMPONENTS 50 m PASSENGER VEHICLE GARAGES 50 -- JROOMS OTHER THAN SLEEPING ROOMS 40 LI:LSLEEPING ROOMS 30 STAIRS 40 -- - - - - TOP OF SUEFLOOR "LP" SMARTSIDE SMOOTH LAP SIDING (BLACK), TYP. TABLE R301.7 - - - - TOP OF CEILING ALLOWABLE DEFLECTION - - - WINDOW MEAD �IEIGHT OF STRUCTUAL MEMBERS(b,c) -- STRUCTUAL MEMBER ALLOWABLE DEFLECTION f RAFTERS HAVING SLOPES GREATER THAN 3:12 LJISQ -- WITH NO FINISHED CEILING ATTACHED TO RAFTERS _ --- INTERIOR WALLS AND PARIICIANS 11/190 p X -- --- - cFLOORS U360 '1J1-,'{ < LL -- CEILINGS WITH BRITTLE FINISHES , (INCLUDING PLASTER AND STUCCO) LJ360 3: Cn CEILINGS WITH FLEXIBLE FINISHES U240 O (INCLUDING GYPSUM BOARD) � � � U ALL OTHER STRUCTURAL MEMB ERS U240 O 1- Lu EXTERIOR WALLS-WIND LOADS (a)WITII - TOP OF SUSFLOOR LJ3C0 - - - J 1-1 N -- PLASTER OR STUCCO FINISHES JF- EXTERIOR WALLS-WIND LOADS(a)WITH OTHER -�{ m m W BRITTLE FINISHES I '-40 - - - - - TOP OF FOUNDATION � � \� 0 � EXTERIOR WALLS-WIND LOADS(a)WITH L/12Urd) v /� O FLEXIBLE FINISHES /` m LINTELS SUPPORTING MASONRY LJG00 O VENEER WALLS(c) FRONT ELEVATION NOTE:L=SPAN LENGTH,H=SPAN HEIGHT z Im U_ a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, Q O THE WIND LOAD SHALL BE PERK JITTED TO BE TAKEN AS 03 TI IES THE (l r;s;+,t• ,,.+; c+�;y COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). IL N 6"DIA. :�?, ..r S 3 ,;!.'' b,FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH ' OF THE CANTILEVER. TYPE V WOOD FRAME .jai ,Sy c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED CONSTRUCTION BASED SECTION R312:GUARDS AND ON SECTION 602 WINDOW FALL PROTECTION ,.. ^ ~ r«.,_„ OF THE 13CNYS lu R312.1 GUARDS. ti ` REFLECTIVE RED PANTONE GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 (PMS#187) THROUGH 8312.1.4 FR �r ENGINEER:. R312.1.1 WHERE REQUIRED. GUARDS SHALL RE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING `1'!`'' tl �" #.,°', " . . / """ :' Mme.. rt'"N "^ REFLECTIVE WHITE :,. "1(. :"a 1 ti 1/2" 1 4 SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED x r` ' ^ ;" r;' �, "` ' '' : '' „•' « . -/f. '' -l ` STROKE ,. MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR ,�t"r:M �:a'°_ '�# , '; �. b--•..,,.-� Q' °`~' 1� GRADE BELOW AT ANY POINT WITHIN 36 INCHES 914 MM HORIZONTALLY TO ?' +x; 1r ,,, •«; s s ;; r+"` THE EDGE OF THE O°EN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED4 - +�•. 4 �r•'" ~;, `i, ", ».' l,w. `"�} ""�„ >� �� SIGN FOR WOOD FLOOR AND AS A GUARD. �' •r + `"" WOOD ROOFING FRAMING R312.1.2HEIGHT. '$`." " r ,.+� r"9 L '�q ," W REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES INCLUDING STAIRS TRUSS IDENTIFICATION SIGN: Q PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT k , ,, c ,+`fa ..',t,,; �#-;��a ��r" ;; ",,v v F';..;.,.. -,_ ,, -`►". ,per 34 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. A : - '+ . , w m'r,� ++""'f �* a SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED h'� t . ':s ,' ,. ,,.„ �k ,,t� r r Pv TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN EXCEPTIONS: a.,,n,r,, y, Y 0.'4} 4 r ;);i "- -1 '; I ,w •rte+ �" SSI y ,.,• ';lM1,:s-.. • •;•, ,.,`.;f" , k, ,, �"":.,,�,.._.,'' '! -'.1 +..<.,,1:;•,-:`,:1.:' .i,,''.,.,.,,.,...w. --. _ rA.a ,.:✓�'.,.,.i"'+,, 77, """"w,p:,..... COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES 1•GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT , ;'� 4 r ;t' f ;; ;'. , 'ate."`-^� •� -ar`` - JEFFREY BUTLER, P.E. `1, tt .. Y„ V•,",-h.r''`!$P h'A^, ` LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE y , •'.; 6" I a, u'a' , �+ '" .. _' WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD ,.,: , , , ,.s ';r! Nr f -...:. I, "^--- ,,.1 " l s ix :' ,a , CONSTRUCTION AND/OR TIMBER CONSTRUCTION. CONNECTING 1'lIF NOSINGS, a� - ,t ., ,. " +r.•'; �" --.-•s ', -, p`W"�--� - -�- .., HANDRAIL ON "r. `-� - ►«-_ I "^' - " 2.WHERE THE TOP OF THE GUARD SERVES AS A I D AIL THE OPEN _ - `f ii'�.N M•.,,,,n (v - ip r� �� � r 1 �, ' - _ - T ..^.«a �"M ^' `" �� � �'�.�'{>w -•'^-•._.-.- v."n,ti.,:,('�'a...ar O SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 w,r. k,w .•,.�•.'•' ' t 4}}} y� t 1 -. I .. _' ^�^•�•.., INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED !'. ''° *rr,:;" <x a ? ".'.."""" f 4 """f } `""^�--'. ................! s._„�" 1 '�^r j.»y, i" -ter -- � y /,.. 7 m R301.2.2.2WEIGHTS OF MATERIALS. --�_` I --""S " " - - `� y - - ; VERTICALLY FROM A LINE CONNECTING THE DOSINGS. "'a3 ;� -•. - -„� I, i -- ..ti , ya 4--t -�--__ ,_, .. , "_- --tip c� o' �,'^�%9r�`y"�' '�`' ;� �,i� I , -=-,+:,� �, ^-_'- I .,"•+-... -.`"`"""..,,,,,� -„i ,, -�. -_ -w:.,:,- a,..-•u . N----•-••_`l "`--'-^� �,':'- -,_ --f g --'- J^_.� _-,,�.a�K,� w ,.. ... � O AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT 8312.1.3 OPENING L;MTTATTONS. ( �`""'�-~ --- i' """^I i y""---� ._ `� -` I'- `,; ' $ f t.s "" .• y t __ ��t _ _ "1 i, • 3Y J"r , .+w"'a^^'"".....r..,',^"��.a..w .... t id 'F -"`-- -„-, 1 +.,-, 4 L - - `R I L' O (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A REQUIRED GUARDS SHALL NOT IIAVE OPENINGS FP.OM THE WALKING a "" � ' ` _ -� } u' LL L a �� O HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OFA """'-e ^" "`^ --� ""-- FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. SPHERE 4 INCHES(]02 MM)IN DIAMETER. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: EXCEPTIONS: F"�f;' t)` Tl - ' ,_ _ _" _"" ---.` „�, ;. , _- _- ---_-� ; `"°-----�=�_ __ :' f+ U c6 Q 1.THF.TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE Q) 6 0 WOOD WALLS. OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. /`.,,r) - �,_ -»>». .. '"" t - -' ; :, ...�• R-- ,.� - - -.- _ - - - ` _ ,._ 0 �- m 2.GUARDS ON i HE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- ALLOW PASSA�3E OF A SPHERE 4-3/8 INCHES 111 MM)IN DIAMETER. .- „ iI-� I ? ; I t ;. y -"r - -' 'u 7(3 FRAME COLD-FORMED STEEL WALLS. .. .,i _ ` - �n _ �I r , Nf I"�- 1', ^"",-,-'••+•.i ^",.'^--.s,ti a,:wyw, c -� I y, ♦ " i -N " L 8312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. - � fi _ .;;;,.,_,,,,� ,_-.-- } + , ~ --�-� -�•...._.; �;�,, �w.^ -.�--i M ---� -_._` _�_ �1 7 r fi � r � QI 3.TEN POUNDS PERS SQUARE FOOT 480 PA FOR INTERIOR LIGHT-FRAME - i l_ Q ( ) PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE � � I f-- i ,w """ ---� �' ••-- k- ._� _I•;",,,r"• �•�„a. 0 � lI N WOOD WALLS. REQUIREMENTS OF SECTION R317.4. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME 8312.2 WINDOW FALL PROTECTION. 1 ? I r "' ; t 1' ""'" -"! ; �+--- :' ------ COLD-FORMED '- _- ,r J' W IN FORMED STEEL WALLS. i f t3 _ --� -"-, F ,. .. .a •,... _ _ . r ---� ', _ - y.::.. .,. _. ... 13 - Cn COLD WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH r. p s - _ _M.-_ � ' w .; Y,,; s� v ° ; U Q ,r r SECTIONS 8312.2.1 AND 8312.2.2. M, ,: ., A' { � . 91= :f »r_ { ;: ...a,�•----•w ` z _�y_,.,-_,.._-.,; .,. T' __ '.r� ,.-. __.,_ _,. ., ...._-. .. _�:.. ( � � � N 1.� 9- 5.EIGHTY POUNDS PERSQUARE FOOT 3830 PA FOR 8-INCH-THICK 203 MM y d I _, i i I -., i - °' - -- `s : i .,P.' x -__. _. ... -.- . --. . . "�"� 1" •`', ;, " .,.,,..„.r.>..,-. , � ___. ..._. ,_....,., " ; •r-"^�-•»ir .. ...-._- yA. ; , 7- IN UMASONRY WALLS. R312.2.1 WINDOWSILLS. ll- -f�a - IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW = c 6.EIGHTY-FIVE POUNDS PERS SQUARE FOOT 4070 PA FOR 6-INCH-THICK O Q ( ) OPENING IS LOCATEn LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED "- ; v WALLS. § ,. . ..�_ _. d._.w,„,' _... .- . --, +� (152 MM)CONCRETEFLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE gg_� - - w_. -w, _,_ _ _ f , x '(t.� ,..,,,. .. , 3r ?�t .. ...._..,,.. .,{J(- ..,-_ani;' iI' ,.. `'.. ..,'1 ....«., - �,.-,... „.,. ....•-.J: 4,^'4." [ '- ' �' t W OR OTHER SURFACEBELOW ON THE EXTERIOR OF THE BUILDING,TIME 'i.=' �`. .GL.�•' y,� ""•" _ r_w ._„ _ ... � +� i,.�` S ,',[F .: '.:'AFF..:'.. 7.TEN POUNDS PERS SQUARE FOOT(480 PA)FOR SIP WALLS. OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: : ? w �,'.: Q ,S "'.�:.` "� •ti, '.moi N.i' ...,+�;�..,;,.,.,.:.. .. .,."..»,w, w....,.,. !'.' ,< r .Y,- ,A,« ."�f 9A?,,^'F '•��' ' ,I r\ Jf 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER "`+ �'.d._ .i - S i i .a,* wwa:•-�+F,:"w>e•f" r :�," sa'� %.`� 'j P ., 'r r _ ,m.k«.. w x •`� �:r� ;,: i r`*`: EXCEPTIONS: 10..MM SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR ( ) ri` ,►'t it� "A�•` t e r',' F jj' . ,'.r' ° .,s_' :.:w,` '.;f�.� , LARGEST OPENED POSITION. + ;• `�;; ,r + ^ '" ` 'A I,ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION SQUARE FOOT(1 190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL DEVICES THAT COMPLY WTTH ASTM F2090. BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE 3,OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL WITH TABLE R602.10.3(4). DEVICES THAT COMPLY WITH SECTION R312.2.2, 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE R312.2.2 WINDOW OPENING CONTROL DEVICES. • vw PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. AND R703. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE I O� � O THE CONTROL DE\TCE ALLOWING TI IE WINDOW TO FULLY OPEN,SHALL NOT 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN CHAPTER 10. THE AREA REQUIRED BY SECTION R310.2.1. _ I I - — — w 12 __ -- � --- -- � --� 12 12 •-- � -- — 12 z '- -- z —_— TOP OF PLATE �' z -- _- m CENTER SECTION — — TOP OF PLATE u 1'6" p TYP. — o N N n+ O 00 -—-— TOP OF SUBFLOOR —-— TOP OF CEILING z cs V) — — WINDOW HEAD HEIGHT — o — m w 0 x o uj w a m R311.7 STAIRWAYS. R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW _ THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND - -—-- TOP OF SUBFLOOR - LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. -_—"- TOP OF FOUNDATION EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITTI SECTION R311.7.10.1. .2HEADROOM. THEHRIGHT SIDE ELEVATION THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET S INCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR LEFT SIDE ELEVATION � d PLATFORM ON THAT PORTION OF THE STAIRWAY. LLL EXCEPTIONS: I.WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER 3: (n THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED p[ HEADROOM MORE THAN 4-3/4 INCHES(121 MM). 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH liL O r < SECTION R311.7.10.1. R311.7.3 VERTICAL RISE. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 f�/l c/1 111 INCIIES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. 8311.7.4 WALKLINE. ci CD THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE Q @ CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED T- 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) O (Q DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT WITIIIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE J-t t a N ADJACENT WINDERS SHALL BE USED. (v R311.7.5 STAIR TREADS AND RISERS. 1�- STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS U_ SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND Lu DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR -� RUNNERS. 1NYJR311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE ENCx R: RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 ! �� DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY,TO r.-• `� �J THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- c) ofLu DIAMETER(102 MM)SPHERE. EXCEPTIONS: 2 W LTHE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL &STAIRWAYS. O 07 �� 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 3 / WITH SECTION R311.7.10.1. (NYJR311.7.5.2 TREADS. I - --- TOP OF PLATE JEFFREY T, BUTLER, P,F, THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES;229 MM).THE TREAD CENTER SECTION DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A _ - - TOP OF PLATE RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE Y THAN 3/8 INCH(9.5 MM). R311.7.5.2.1 WINDER TREADS. 8 WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE _ LL O D O WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS ° z THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE °° W O STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY 7 �6 MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE - - - Z N WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. .� p EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN - - -- TOP OF SUHFLOOR U) Z ACCORDANCE WITH SECTION R31 1.7.10.1. +� R311.7.5.3 NOSINGS. —-- TOP OF CEILING � NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH - WINDOW HEAD HEIGHT (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING _ w c PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE TITAN 1-1/4 '^ - O INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST vJ J NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING Q m PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. �- EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD Q � cD DEPTH IS NOT LESS THAN I 1 INCHES(279 MM). o U p n � R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE - PROVISIONS OF THIS SECTION AND SECTION R507.2.2. R311.7.6 LANDINGS FOR STAIRWAYS. LL 4��Lu o THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL - - SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH "- - -- TOP OF SUBFLOOR AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADTUSEQUAL TO THF_RFQUTRED LANDING WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE --—_- TOP OF FOUNDATION DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INC;-IES EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT TTO OF'HE TOP OF AN IV INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN ANST REAR ELEVATION FAGEV GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVERER THE THE STAIRS. 8311.7.7 STAIRWAY WALKING SURFACE. /1 O THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 49 INCHES L HORIZONTAL(2-PERCENT SLOPE). NOTE: SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. NOTE: ALL LUMBER THAT COMES IN CONTACT WITH TABLE 8402.2 WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION CONCRETE WILL BE ACQ LUMBER, R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. BELOW GRADE SHALL BE DAMPPROOFED 1N ACCORDANCE WITH SECTIONS PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 ALL FASTENERS FASTENERS FOR PRESSURE MINIMUM SPECIFIED COMPRESSIVE EXCEPT WHERE REQUIRED BY SECTION 2 TO BE WATERPROOFED, R406.3.1 THROUGH 8406.3.4. PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 TREATED WOOD ARE TO BE HOT DIPPED BASEMENTS.HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE N R4 ( STRENGTH OF CONCRETE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES GALVANIZED OR STAINLESS STEEL PER R317-3 WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN AND FLOORS BELOW GRADE.SHALL BE DAMPPROOFED FROM THE HIGHER OF R4063.1 PANEL JOINT SEALED. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH (A)THF.TOP OF THE FOOTING OR(B)6INCHES(152 MM)BELOW THE TOP OF PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED FLOOR SHEATHING= (A MINIMUMVE S SPECIFIED SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A BACKFILL SHALL NOT BE PLACED AGAINST THE COMPRESIVE STRENGTH(fc) (A) DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED MOISTUREPROOF SEAL UNDER THE CONDITIONS OFT EMPERATURE AND WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH w PUBLIC WAY. TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, ACCORDANCE WITH ONE OE THE FOLLOWING: OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE WEATHERINNG POTENTIAL � EXCEPTIONS: I-JOIST (B) z 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL 1.BITUMINOUS COATING. R406.3.2 BELOW-GRADE N101STURE BARRIER. $Y THE BACKFILL(SECTION 8404.1.7) TYPE OR LOCATIONS OF EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE CEMENT. BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO y I'I'• 9. TIS r)� ;' i PROVIDE 5/8"ANCHOR BOLTS, 08.58 SQ.M.). h1ATI 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 36"O.C.,12"FROM EACH CORNER W 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC r � COMPLYING WITH ASTM C887. INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE '�=' '"'�'"'"'""•'', ' r,' •'� 91�,_ � .�3„•,,•;nnr;r•L�••n�••,�;, ,���, BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT {L SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, OR WALL BREAK,AND 12"MAX 2,500 2,500 SLEEPING ROOMS 1N BASEMENTS SHALL NOT BE REQUIRED TO HAVE 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION 8406.2. POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO 170801 A EXPOSED TO THE WEATHER2,500(C) 1q 5.OTHER APPROVED METHODS OR MATERIALS. SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM MINERAL WOOL INSULAT ON (C) FROM EACH SPLICE IN SILL PLATE EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRTSERVATIhB (FROM WFCM TABLE 3.2A)INSTALL BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT Q _ HAS ONE OF THE FOLLOWING: 2,500 2,800 2,500(C) 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL WITH 28"MIN EMBEDMENT IN 3000 GARAGE FLOOR SLABS I) CONCRETE WALLS FINGSHALL A RIALS R ANY BY APPLYING ANY ONE OF THE INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY MINERAL WOOL INSULATION PSI CONCRETE. 500 � EMERGENCY ESCAPE AND RESCUE OPENING. LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. BASEMENT WALLS.FOUNDATION WALLS.EXTERIOR WALLS AND MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. WALL SHALL.BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP SEE DETAIL SHEET FOR OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2 3,000(0) </310 00(D)� LL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE HIGH WIND CONNECTION 8406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPE (�) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION 8503 OF THE 2015 OR 2012 FRG PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE p RATIONAL FROM RE UIREMENTS WEATHER,AND GARAGE FLOOR SLABS 2 THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL 1N AREAS WHERE A HIGH NATER TABLE OR OTHER SEVERE SOIL-WATER POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD 500 3.000(D,E,F) 3.500(D,E,F) KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL (B) I-JOIST: INSTALLATION PER SECTION 4.0 OF THIS EVALUATION REPORT. MINIMUM FLANGE SIZE OF 1.1251NCHES x2.0 INCHES. AND FLOORS BELOW GRADE OR CRUSHED STONE FOOTING RETAIN EARTH AND ENCLOSE INTERIOR SPACES A . FOR Sl:1 POUND PER SQUARE INCH=6.895 KPA. p AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY MINIMUM WEB THICKNESS OF 3/8 INCH. MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES. A.AT 28 PSI. WITH ASTM 172090. SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING B.SEE TABLE R30I.2(I)FOR WEATHERING POTENTIAL. D OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE R406.3.3 POROUS FILL. cU R310.2FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2.5 LB PER CU.FT. MINERAL WOOL BATT INSULATION MADE OF C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING EMERGENCY EMERGENCY ESCAPE AND RESCUE OPENINGS. w ONE OF THE FOLLOWING: BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A ROCK OR FURNACE SLAG (ASTM G665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. 1K F_MERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM I,TWO-PLY HOT-MOPPED FELTS. HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOP.WELL-DRAINED SITES, SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6INCHES FROM ENDS OF BAITS. THE INSULATION WIDTH D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) W DIMENSIONS AS SPECIFIED IN THIS SECTION. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES E.SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT. a 3.SIX-MIL(0.15 MM)POLYVINYL CHLORIDE. THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) R310.2.1 MINIMUM OPENING AREA. WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER. THE INSULATION BATTS MUST BE PROPERLY LOCATED F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT F EMERGENCY ESCAPE AND RESCUE OPENINGS SIIALL HAVE A NET CLEAR 4.SIX-MIL(0.15 MM)POLYETIIYLENE. ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT 1S PERMITTED 1F THE SPECIFIED OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR 5.FORTY-MIL(I MM)POLYMER-MODIFIED ASPHALT. SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. qq OPENING DIMENSIONS REQUIREFL D BY THIS SECTION SHALL BE OBTAINED BY 6.SIXTY-MIL(1.5 MM) EXIBLE POLYMER CEMENT. COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. Iu TIIE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF R4063.4 BACKFILL. z Q OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL COATING. THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. WINDOW PERFORMANCE DATA: O 4 BE NOT LESS THAN 20 INCHES(508 MM). ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED ALL WINDOWS BY SILVERLINE, SERIES 3000 DOUBLE HUNG > N EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. U=.31, SHGxC=.29, OP 30, DUEL PANE (SILVERLINEWINDOW.COM) HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, (0.465 SQ.M.) CHLORINATED HYDROCARBONS.KETONES AND ESTERS SHALL NOT BE USED PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR FOR ICP WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN R310.2.2 WINDOW SILL HEIGHT. PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, ACCORDANCE WITH SECTION R406.1. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE MORTARS AND PARGINGS TO SEAL ICP WALLS IS PERMITTED.COLD-SETTING OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT R406.4.1 PANEL JOINTS SEALED. (1 1 I8 MM)ABOVE THE FLOOR:WHERE THE SILL HEIGHT IS BELOW GRADE,IT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200"F(93°C). PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, R310.2.3. CLASS 25,USE NT,M ORA.JOINT SEALANT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. R310 2.3WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 Z c� SQUARE FEET(0.9 SQ.M.),WITII A HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL w 0 ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY m OPENED. 0 EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.23.1 SHALL Lu BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. w R310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES m (11 18 MM)SI TALL BE EQUIPPED WITH A PERMANENTLY,AITIXED LADDER OR 88'S" STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY 4'2" 20'811 4'2" 8191, 16'6" 6" 33'8" WITII SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 6'6" 14'3" T 0" 1'3" 4'8" 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. R310'3.2 DRAINAGE. WINDOW VbT_L-LS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM • p 4 p .o , i 1 . v •v . '. '• v 4 v •o • . 1 REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. , , EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED ' WHERE THE FOUNDATION IS ON)NTLLL-DRAINED SOIL OR SAND-GRAVEL I 1 1 I MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION 1 , , COMP. , , SYSTEM.GROUP 1 SOILS,AS DETAILED 1N TABLE 8405,1. ' • '. D• a •• e D• e o •• •. e D• e o • FILL ° t (� ' p •-------------------------------------------------------- D 1 1 1 1 1 1 -------------------- ; O OL R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND ' ' ' d _ ' X 1 1 , 1 1 PORCHES. _ 1 I I I _ ------------------------- v •-----------v-------------------------------' v 1 4 �----'-----_-p-+ , ` If EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND c ° ° o e p• e o a p. e p e p. e o e p• a a o e e v , _ • • '. . . •. '. . '. . 1 1 PORCHES SHALL BE FULLY OPENABL.E AND PROVIDE A PATH NOT LESS THAN ^ ^ ------------ , %UJ !L 36INCIIES(914hiM)IN HEIGHT TOAYARD ORCOURT. COMPACTED FILL c D ------------ ------------------ --" ---------------------' v I � I v 1 1 v I I 1 1 1 1 V 1 COM P. ° I 1 ' ' 1 1 � lu cq O 1 ° 1 1 ° 1 1 1 I I 1 • i 1 1 I 1 M Uf R310.2.5 REPLACEMENT WINDOWS. ' ' ' ' ' ° ' WINDOWSINSTALLEDINBUILDINGSh1EETINGTHESCOPEOF ------------' v `-------------------o-----:------------.---------,---- ----- ; I I i , `---------- ------------- ---------------------------------- v ----------o---•' oo -- --------------- REPLACEMENT CQ 4 2820 , , � O � U THIS CODE SHAT_T_.BE EXEMPT FROM THE MAXIMUM SILL HEIGHT � e p. o -_p •• e p. e o •• p o - •• p• e o - e p. e 'a � I e e � o _ e e �o - _ _ e p. a � a+• e e ._,e e � REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION •• D• •. • - D_--- --------------- p• o / ----------- --------- -----------------------d-+ •--------- I I . . . . -------------- • A • R310.2.I,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE •v D+ -' FOLLOWING CONDITIONS: - ' ' ---_' `' -' ju 1.THE REPLACEMENT WINDOW IS THE MANUFACT'URER'S LARGEST `� 1 1 ' � I �• N STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR , , 1 1 N 1 I �+ '7 EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAMEILL 1 1- 11-1 1 I " O OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES o i _ I ' ; V �, z a x 3 {� FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING _ ( I 1 (11 3 I o , WINDOW. N 1 1 I I _ tu Q 11- 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. I EXG,4Y,4T�D G�LL�4Rm LL 1 1 x 1 , x n V N � I fC1 R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. i • , 4" P.G. SLAB (3500 PSI) ON 4 MIL VINYL �� c 1 l I cin 1 v.`o e • v .4 D•• i JI- WHERE A DOOR 1S PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND ' VAPOR BARRIER ON 4 COMPACTED POUROUS FILL 1 1 I all "t IL O RESCUE OPENING.IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE , , cv 1 111 (UNFINISHED) 3 I/2 STEEL COLUMN THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH ' ' I I I 4 (v I 1 30"x30"x12" POURED AN AREA WELL. , . 1 CONCRETE FOOTING= I R310.3.1 MINIMUM DOOR OPENING SIZE. C.O. - (TYPICAL) o•' U- THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS 1 v I I I LL I , •• , AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE ' ° ' WITH SECTION R310.2.1. '(2)1 3/4"x 16" LVL_F.J.- R310.3.2 AREA WELLS. E 1 1 I AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM), I 1 `-� R �' i P• i EN NEER: THE.AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE-AND o :0 � � � � � � � � -L ' ' �( W RESCUE DOOR TO BE FULLY OPENED. o �� 1 D 1 `� Q 1L $ 1 I - ! b N 1 , �' u �' STAIRS AND RAILS c�1 N }- R31 x13.2.1 LADDER AND STEPS. `r ; C) ' O 1 PER CODE R310.3.2.1 N I O 4 i ��Q� F.� T. AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I 118 MM) SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE DOOR 1N THE FULLY OPEN POSITION.LADDERS OR STEPS ' -' `-'------ OVER ----- REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH 4x5 x5/8" F.G. CsWB SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT ' ° ' OVER FURNACE 1 I ' s� W `� � I n • ' W LESS THAN 12 INCHES(305 MM),SI TALL PROJECT NOT LESS THAN 3 INCHES • i (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES 1 I PER GODSkP ' y z (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR ----------- 4 ; I 1 D 1 V STAIRWELL. ' • 4 0 • ° •v ' a (�O p 9g 4 .- ------+ --- AROF_ ONP� R310.3.2.2 DRAINAGE• --- ------ ESS AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING 1 ,___1 __, ,__ 1___, I 4 __e a JEFFREY T. BUTLER, P.E, TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION , v '`q �' ' ' 1 1 ' 1 ; • ; }'p"-- 4 8405.1 OR BY AN APPROVED ALTERNATIVE METHOD. Lu EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED i 3 4 i I 1 _ - _ - WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL 1 o I U %5 Z, , ' '(2 1) 3/4"x 16" LVL F J ' I ' ' MIXTURE SOILS 1N ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION � �' ' ; ' ; ; ' ; � 1L7 � O N SYSTEM.GROUP I SOILS,AS DETAILED IN TABLE R405.1. .n o rl 8" X 16" P.C. `* ' ' PILASTER, TYP R310.4 BARS,GRILLES,COVERS AND SCREENS. , D•. I 1 1 1 O 0 WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED 1 4 •v -D 1 ,___ _, Fq I 1 ;-----1 1 I N , V , N O O 0 OVERS�IERGENCYESCAPEANDRESCUEOPENINGS.AREAWELLS.OR ; ____ ______ `---------- ---------------------------' `-----------------------------------------+ I I •-------------- -------------------------- ' •------------------------------------- •-------- I a 1 c7 O 0 a O WINDOW WELLS.THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY - ° a• e. p e o. e . p e a. e . p e o. e . p e v ' 'v WITH SECTIONS R310.2.1 THROUGH R310.2.3.AND SUCH DEVICES SHALL BE ' ' ' ' I e v •4 v e ° '4 �• e ' ' v e ° •4 �' e' v e '4 v •• v v •D•' 1 N z O RF,LEASABLEORREMOVABLEFROMTHEINSIDEWITHOUTTHEUSEOFAKEY, ------------ ------------------------ ------ ---------•-•------------ -----------� ------ ----2820 ------------------------------------ ------------- -------------- --------------' cv ' o' e 2820 2820 � � 1 rW, � � TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR ' ° ' 4 _ U O U THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. I , `_____' I I ~ Q - 1 0 1 o t6 8310.5 DWELLING ADDITIONS. ; D 0. e, •. v 4 0 • v •e e.�'• v d o • v •v e, '. v 4 0 • v •v e. '. v 4 - v .v ° , Q z WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY 1 ,. ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING 8" THICK X 8'0" HIGH `----------------------------- ----------------- ° -------------------- • 0 ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS.AN EMERGENCY P.G. WALL ON 20"x10" � � � , ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. POURED CONCRETE v i v Bo EXCEPTIONS: FOOTING=, PROVIDE (3)-04 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW o 1 1 COMPACTED FILL 1 •� 1 BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE n BARS IN FOOTING, TYP. , ° , , o•. , � i 0 U 0 AND RESCUE OPENING. PROVIDE (U "4 BAR HORIZONTAL , ; . ; W 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW WITHIN 12" OF THE TOP AND ' ' __ ________________ _ ' 4 ' '�tt O N BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING (1) 04 BAR HORIZONTAL ' o a v • o ' v -1 O IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. NEAR MID HEIG=HT OF THE WALL 1 e O n e p• e o I T If t •------------------------------' O u- ,6 [NYIR3]0.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH N APPENDIX J OF THIS CODE. V LL _O 7'2" 15'2" 61 8" 61 8" 15'2" T 2" 4'8" - u z M 29'0" 16'0" 9191' 33'8" o I Wl FOUNDATION PLAN _._ ��AY 18 2021 PAGE & SMOKE DETECTOR INTERCONNECT FER CODE iT O CARBON MONOXIDE DETECTOR" o f a co ONE FER FLOOR LU z Q J IL Q W Q LW N z z 0 a 0 Q Z N W IY W 3 F z A O Q N N NW V K � • Z C� cn Ltd m m W 2 0 fif ALU LU m , U A— x Q U- �-- w C ` o � � o w lu � u +-- ALU opo LU e D• d p p • d D• d p p • d D• d p p • d D• d p p � � � w RUMS' CL. CL• 4 o N fK � ' e D• d Y p • d D• d D p • d D• d O p • e D d p p • d D• d p p 2'6" • d D• d • p p p O D• d a p d D• d Y p • A d d • p D e D• d p • 0• p U— � 44 EXCAVATED CELLAR 23 ly Q b' 0 \5 z ENGINEER:" P.G. SLAB (3500 PSI)ON 4 MIL VINYL SHO VAPOR BARRIER ON 4" COMPACTED POUROUS FILL •° O �El�, (UNFINISHED) SUNKROOM D•. SATS OOM • v , , co D e EF Q N • ® 14'0" �' 4 n " W ° w 90 CFM V' v Q LAV LAV ,p ------------ (3 ��3493 Nz � a o Q IA .,a O nRNA E a m 4 Q D JEFFREY T, BUTLER, F.E. _ co 00 o N STAIRS AND RAILS O PER CODE - — — — — — — — — — - - O } f-- m ------------ v 4'x5'x5/S" F.C. GWB I L.L. LL ° OVER FURNACE PER CODE 0 O a II .° LL 0 PLAYROOM P ` g" U � a v N z D D 050 o v e o •4 W L z o CO 4 ED w p 4. U) z v B (kQ II NB ° W L v to `� w � �• rr Q) ° II Utz 0 -� .L u, C) u p Lu I13 Cl) ,,`tttt LWO •0. p• a p e p• d . p a p• d . p. e . D e •. p• e \ _ q v a . o •Q v . v e . v v a . o .4 v v • v v . o .Q v �. v . D • V -I ° \\ G J . . . n. a a n• e o , L.L. Q) O 'V • ri 7 ll- T N - z CIn V O • 0 4 o .o 0 4 v .v 0 4 - v .v 0 4 o •v v � u- s• G p• L] p• � p• G Z � J O U Q N FINIS HED BASEMENT PLAN LIVING AREA = 1,440 SQ.FT. SMOKE DETECTOR INTERCONNECT PER GODS PAGE & 0 CARBON MONOXIDE DETECTOR co ONE PER FLOOR 4 O O i > i R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FiRE PROTECTION OF'LOORS. WALT.AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE iN THTS CODE TO FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. GYPSUM WALLBOARD MP.MBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, WALL,AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGI[TING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, REATER THAN 200• DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN THAT ARE LESS THAN 1/28 INCH(0.91 MM)iN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTLM iN ACCORDANCE WiTH SECTION P2904,NFPA SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED HEATING APPLIANCES. R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WTTH THE FOLLOWING: NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. R302.9.3 TESTING. 3.2.FiREBLOCKING iN ACCORDANCE WiTH SECTION R302.1 1.1 IS INSTALLED TESTS SHALL BE MADE IN ACCORDANCE WiTH ASTM E84 OR UL 723. ALONG THE PERIMETER OF)HE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED PORTION FROM THE REMAINDER OF TiIE FLOOR ASSEMBLY. R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-TNCH BY 10-TNCH THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. CEILING FINISHES SHALL BE PERMITTED TO BE TESTED iN ACCORDANCE WiTH NFPA 286.MATERIALS TESTED 1N ACCORDANCE WiTH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE. MEET TIIE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES THE INTERIOR FINISH SITALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LiSTED FOR LESSER ON ANY WALL OR CEiLING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LiSTING 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPVRATED IN ACCORDANCE WITH THE 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING, 800 KW. RECESSED LUMINAIRES INSTALLED iN THE BUILDING THERMAL ENVELOPE I 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N 1 102.4.5 OF THIS CODE. 1,On0 M2. p N R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ! IY ACCORDANCE WITH SECTIONS R302.10.1 THROUGH 8302.10.5. R302.10.1 INSULATION. INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL COMPLY WITH THE REQUIREMENTS OF THiS SECTION.THEY SHALL EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED iN ACCORDANCE WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. 83'911 Z EXCEPTIONS: LWHERF.SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE o FLAME;SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT 29'0" 25'9" 29'0" >_APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED 1N m SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 9181, 5111, 5' 1" 9'2" 3' 10" TV 6' 1" 6' 1" 2'8" 2'4" 10'51, '6" 4'9" 2 2.CELLULOSE FiBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED 11 0 s AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL w NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED iN ACCORDANCE WITH CAN/ULC S 102.2. 0° 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. R302.10.2 LOOSE-FILL INSULATION. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED iN THE ASTM E84 OR UL 723 APPARATUS WiTHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE MASONRY REQUIRED TO BE TESTED iN ACCORDANCE WITH CAN/ULC S 102.2,PROVIDED STOOP THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. MASONRY FINISH PER AGREEMENT R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. STOOP CX W235 CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, FINISH PER AGREEMENT TEMPERED CX W235 PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALLo _713'0" 3'o" MASONRY BE CLEARLY LABELED IN ACCORDANCE WiTH CPSC 16 CFR,?ARTS 1209 AND STOOP x - 3-2x10 HDR 2-2x10 R 3-2x10 HDR 2-2x10 H X OL 1404. - 8302.10.4 EXPOSED ATTIC INSULATION. CABINETS dTDP FINISH PER AGREEMENT L�� CX235 M EXPOSED INSULATION MATERIALS INSTALLED ON ATTiC FLOORS SHALL HAVE ) 13/4",X 11 -1/8" LVL CIK24 TEMPERED --� CENTIMETER ADiANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE ,r „ " u n � F 2-2x10 HDR (n O A CRITICAL �} "- _'�"" 3 0 X 4 0 (2) STAT 2 0 X 4 0 STAT 3 0 X 4'0" (2) STAT ; 2- � R302.10.5 TESTING. (� ,' CLO. Q N U (3) 2X10 HDR (3) 2X10 HDR (3) 2X10 HDR W o Q 1^ TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE iN ACCORDANCE WiTH M w M UJ = 3'0" X 10'0" (2) 2'0 X 10'0 STAT 3'0" X 10'0" (2) 'I r ASTM E970. v , 2'0"POCKET o x p > q q OUTSWING PIVOT OUTSWINC7 PIVOT 1 LAUNDRY \ TUB PER OWNER KITCHEN 1 _ R302.11 FiREBLOCKiNG. J F ~ , , ' , „ " STO14� 3 -1 - N p `H I , , 9'O CLG. HGT. 9'O CIG. HG D OFFICE Y IN COMBLSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO 2-2x10 HDR V, S TOWER x = = I W.G. U ••1 CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS r O O 0 1 1 �� ,I , CLO. p VENT 9'O° CLG. HGT, cc' O H AND TO FORM AN EFFECTIVE TIRE BARRIER BETWEEN STORIES,AND BETWEEN -_ O I I I 1 ' - Z - O EXT. ' o - }- Z3 A TOP STORY AND THE ROOF SPACE. X X N X _ - o U 1 FiREBLOCKING SHALL BE PROVIDED iN WOOD-FRAMED CONSTRUCTION IN THE , , 25'0" i I 2'0" , 5'4" 3'6" 3'8" 1 0 M ^ o ca_ _ PANTRY x MASTER BATH � � O � FOLLOWING LOCATIONS: ' - U-I CfJ J L I , 1 , , N„ o SIC" CLG. HGT. W p 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING r i tt , , 1 1 , R,EF• _ 1 Q 90 C FM FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS - 1 1 ' ' ' ' D ' , 5 01 8'T' 12'0„ O U 3'2" 8'6" O CO 7 FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. �^ N LIVING ROOMlu °O u ' ' OPEN TO ABOVE ' ' _ ' " `' U 1.2.HORIZONTALLY.4T INTERVALS NOT EXCEEDING 10 FEET(3048 MM). , , 1 1 ---- 1 SIN. m 0 0 1 1 c U O / ' r\ O 2-2x10 HDR VQ 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL z F ►- PROVIDE 1/2" COX PLYWOOD ' ' fl 1 -� ' D.W. 1 CLO• �' i/ ' - SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND CDVE CEILINGS. q 1 ' ' I O I N LA L V 2-2x10 HDR 0 4'0"POCKET 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND J ly Uq1 ON INSIDE WALL OF 2 STORY SPACE III PRIOR TO I/2 GWS BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH - n p 1 I I (X SECTION R302.7. _ _ !ll I , _ lX I iY ]�' -i 6" 1 LL p 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WiRES.4T CEILING r p 0 O 0O 1( )) I = El u AT11G 7 4 2-2x1 HDR , O oAND FLOOR LEVEL,WiTH AN APPROVED MATERIAL TO RESIST THE FREE m fa - O q z OAK STAIRS p \ ° X �^PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FiLLING XXX (X , , , , M , p ®� _ _ \ E.F. ° In 0 U ENG=INEER: THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 = m X O 1 I 42" DIRECT'VENC GAS Lh `" PINE RISERS O D ® (� ( C• N REQUIREMENTS. , O 0 W , ; DOUBLE SIDED hI EPLACE `� i x N \ 0 FM 5.FOR THE FiREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION PROVIDE FRESH 41R:INTAKE, c 71777- I m ~ 3'9" cry'1 4'6" 6'6" 17'6" O%�. 81003.19. cn p I 1 HEARTH (FLUSH), GLASS'DOORS 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT W PER CODE, UL APPROVED --_ , W G C.� ✓� lj� THE LINE OF DWELLING UNIT SEPARATION. - LJpzt `^so (L 1 1 UNIT Ai1D FLUE I, ; N O L` _ ,� t��� R302.1 1.1 FiRE13LOCKiNG MATERIALS. Ul : 1 111; I ' U v t- �®;� q t Q! EXCEPT AS PROVIDED iN SECTION R302.1 1,ITEM 4,FiREBLOCKING SHALL (X , , , , >, O �';'�o k', W CONSIST OF THE FOLLOWING MATERIALS: Q I 1 W 1,TWO-INCH(51 MM)NOMINAL LUMBER. F ql z J MASTER BEDROOM Z 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN 4 ~ q 1 - q > �'I O = 2'0"POCKET 9'O CLG, NGT. LAP JOINTS. -1 �N ,j i i i O' p V v C BB IES 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WiTH - Q, , 1 , I - O� �+ AN BENCH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. Q ' ' ' ' ` LL, , 2-2x10 HDR 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED r S O 1 1 u ;I l2) 1 3/4"xl " LVL FLUSH p JEFFREY T:BUTLER, P.E. BY 314-INCH(19.1 MM)PARTICLEBOARD. - X N 1 ' ' ' O, �Iy I 3 X X r " I'1I i " ry III p S.ONE-HALF-INCH(L.7 MM)GYPSUM BOARD. _ _ -. , , , , LJI, i 3 6 ,NI 3 6 yTLr1Jl _ �_ 6.ONE-QUARTER-1NCH(6.4 MM)CEMENT-BASED MiLLBOARD. _ it M 1 1 1 I -� ® O N V 7.BATTS OR BLANKETS OF MiNERAL WOOL OR GLASS FIBER OR OTHER ,n tl , , , , I I Co X n 0 APPROVED MATERIALS INSTALLED IN SUCH A MANNER ASTO BE SECURELY - ' ' ' ' I, 4" 11, 111, Cl N i RETAINED IN PLACE. ,; ' ' ' ' I M T-- m 8.CELLULOSE INSULATION INSTALLED AS TESTED iN ACCCRDANCE WiTH ¢ H ' 2-2x10 HDR 2-2xI0 HDR 2-2x10 HDR 2-2x10 HDR O m 2-2x10 HDR 2-2x1 DR 2-2x1 HDR 2-2x10 H R ASTM E119 OR UL 263,FOR THE SPEC1FiC APPLICATION. o Z"ZN R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. CXW16 CXW16 CXW16 CXW16 CXW16 CXW16 CXW16 CXW16 Q u a r0 CABINETS d TOP Q a O BAITS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED o o c Z O NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE - 9 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED M 3-2x10 HDR N f W N USiNG PARALLEL ROWS OF STUDS OR STAGGERED STUDS. NOTE: ALL FIRST FLOOR WINDOWS U Q ..:�. . .,. . 3-2x10 HDR z �6 TO BE SET AT 8'0" AFF N R302.11.1.2 UNFACED FIBERGLASS. CXW245 3'6".x8'0"CUSTOM ARCH � r UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL ENTRY DOOR THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS L m THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT PROVIDE STOOP, STEPS AND N z o OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE MASONRY RAILS PER CODE TO GRADE .,_+ PACKED TIGHTLY AROUND THE OBSTRUCTION. STOOP AT ALL OPENING W c R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. S L FINISH PER AGREEMENT O LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A F1RE$LOCK � .9 U N UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR W O USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. O R302.11.2 FIREBLOCKING INTEGRITY. IL Q IL THE INTEGRITY OF FiREBLOCKS SHALL BE MAINTAINED. O n - q N 8302.12 DRAFTSTOPPING. U O m IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH 0 -" ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED 4'8" 5'0" 10'2" 5'0" 4'2" 8'11" IF 1 I%" 41101/2" 4'2" 51011 10-211 51011 4'8" z SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL mile w DIVIDE THE CONCEALED SPACE INTO APPROXMIATELY EQUAL AREAS.W14ERE Q a a THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING 291011 25'9" 29'0" U " MEMBRANE BELOW,DRAFTSTOPPiNG SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 83'9" - 1.CEILING LS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. DRAFTSTOPPING MATERIALS. FIRST FLOOR PLAN WINDOW PERFORMANCE DATA: DRAFUM BOARD,MATERIALS SHALL BE NOT LESS THAN iANEL H(12.7 MM) D GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER LIVING AREA - 2 240 SQ.FT. APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL - > BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEXIBERS UNLESS ALL WINDOWS BY ANDERSEN 400 SERIES CASEMENT'S OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE SMOKE DETECTOR U=.31, SHGC=.29, DP 30, DUEL PANE DRAFTSTOPS SHALL BE MAINTAINED. INTERCONNECT PER CODE O r O 0 CARBON MONOXIDE DETECTOR I c4 ONE PER FLOOR i i R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STATRS WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES (965 MM). , -------- EXCEPTIONS: ' 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED ' OVER THE LOWEST TREAD. 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER CEILING DRYWALL TAPED READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE IK TO WALL DRYWALL START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR 13ENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). DRYWALL CAULKED, GLUED R311.7.8.2 HANDRAIL PROJECTION. OR GASKETED TO TOP PLATE HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER SIDE OF THE STAIRWAY, DRYWALL CAULKED, GLUED EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS OR GASKETED TO BOTTOM PLATE PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING NOTE: AT TUB/SHOWER HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES LOCATIONS PROVIDE FULL (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND HEIGHT GWB PRIOR BOTTOM PLATE CAULKED HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TO INSTALLING TUB ON OR GASKETED TO SUBFLOOR OUTSIDE WALL AIR SEAL R311.7.8.3 HANDRAIL CLEARANCE. PER DETAIL, THEN INSTALL -- HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THANUNIT, SUBFLOOR GLUED, CAULKED OR 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. GASKETED TO RIM JOIST/RIM CLOSURE R311.7.8.4 CONTINUITY. RIM JOIST/RIM CLOSURE CAULKED HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, OR GASKETED TO TOP PLATE FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. DRYWALL CAULKED, GLUED N EXCEPTIONS: OR GASKETED TO TOP PLATE 1.HANDRAIL CONTINUITY SHALL BE PERMITTED TO EE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGIIT WITH WINDERS,AT A LANDING,OR OVER THE LOWEST TREAD. 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. DRYWALL CAULKED, GLUED R311.7.8.5 GRIP SIZE, OR GASKETED TO BOTTOM PLATE ir REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABTLITY. 1.TYPE I, BOTTOM PLATE CAULKED HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE OR GASKETED TO SUBFLOOR z DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A o w PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES SUBFLOOR GLUED, CAULKED OR In (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). I GASKETED t0 RIM JOIST/RIM CLOSURE 0 2.TYPE II. RIM JOIST/RIM CLOSURE CAULKED HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL OR GASKETED TO TOP PLATE HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. uj THE FINGER RECESS SHALL BEGIN WITHIN 314 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A o ,o SILL PLATE INSTALLED OVER SILL GASKET DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 718 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL o o CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT �° � a �° NOTE: SHADED COMPONENTS DESIGNATE LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE ''t, It, AIR BARRIER SYSTEM PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 1-1/4 INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). ° EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE AIR SEALING �/D ETA I Ii�S REQUIREMENTS OF SECTION R507.2.2. 83'9" de X 291011 25'9" 29'0" 1`; 11-0 2'7V2" 6' 10" 6' 10" 6' 10" 2'7%" 2'4" 10'5" 10'0" 6'3" 0 U � 1L 1Y 9'O" PLATE HEIGHT — m (X Cll 111 OFF SECOND FLOOR CXW 155 CN W 155 CXW 155 CXW155m X O O 73 U-1 2-2x10 HDR. 2-2x10DR 2-2x10 HDR, 8'0" PLATE HEIGHT Lu C�j 1L c p 12'6" 0i T41" 4'3 Z CQ 1.L Fn q OFF SECOND FLOOR o }— M 11.1 CXW155 CXW155 2' 1'/�" 6' 10" 3'6!4" R x CX\V155 �- O SEE WINDOW NOTES ON F.F, PLAN SEE WINDOW NOTES ON F.F. PLAN 2-2x10 HDR. A ' 2x10 HDR, -( 2-2x10 HDR, l -� 2-2x10 HDR, 2'6" p IL CUSTOM I------------------ - M V 111 O O 0 -4 BATH TUB p BEDROOM *2 EX, HOW R BEDROO "3 IL N U U 90 CFM U 9b° CLG, H T, °° e'o" GLG. NCxT, BEDROOM "4 BATH ENGINEER: - q - \ q 8'O" CLG, HGT. _ � _� 8'O" CLG, HGT, r n y. 3 6 N ; z U U 11 �A`GT1G ON T.Q ,A (� U } O LL J p cn 4 GCS `ft- � �� In 1216" N 7r 2r, 3 10'6" � Q S 10'6" P ZL DD N ° W � t� �� IL a o e - STAIRS Q CONFIRM FLUE 1'6" ' W.0 ' Fri 2-2x10 LL SIZE FOR DOUBLE SIDED FIREPLACE 4) 2X4 POST TO `I' z STRUCTUAL RIDGE _-- " X X N � N � 0-. � (3) 1 3/4"x16" STRUCTUAL RIDGE O u�i 2x12 RIDGE - — - 2x12 RIDGE o 3'911 �4' 7'6" p = �nf}."" � 4� '\11 11- a7- 1= - — - — - — - — - — - — - — - — - — - — - - - - - - - - N - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - 3 0 "'''� `-: E _ JEFI=REpI' T:-BUTLER, P.E. M N O �n U N m r n� "! r " „ " "4 28 4' 2i9 4 2'8" � LIVING ROOM q 5'0" 5r 0" e z BELOUI2-2x10 HDR. 2-2x10 HDR, II 6'9" 0 3'5" 3-5" 6'9" 0 1 1'7" r '6" 2'011 2lu Q cLo. N \\ cLo. C' a c^ N 2-2X HDR, I2-2x10✓-IDR. 2-2x10 HDR. 2 x10 HDR. �� „ „ O y 21 b U CLO, CLO. CLO, 2-2x10 HDR, 2-2x10 HDR. o BEDROOM 05 0 Q u Or o LN. CLO. B 8'0" cLG, HGT, LL O ` o .9 IL QU _.._-,..., ... Z q 2-2x10 HDR. ui O O p d \ 4 11 ollU Q (Y - � _ N / Z 4'9" N QI m (Y W � d 0 IL cu O ++ a k X N Z UPPER COYER tY p O 9'O" GLG. HGT, c r--—--111------------------O --------0 N / N U W N a N I lL N 16'8" N O S 'Q) 2-2x1O HDR, 2-2x10 HDR, 2-2x10 HDR, 2-2 O HDR. 0 i ' I N 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HDR. - 1119 o CXW155 CXW155 CXW155 CXW155 STAT STAT STAt STAT CXWl55 CX W 155 CXW 155 CXW 155 U) 8'0" PLATE HEIGHT o O M O 2-2x10 HDR, 2-2x10 HDR. 2-2x10 HDR, OFF SECOND FLOOR " O � d CXW155 CXW155ci CXW13 l55 I U p O n 9'O" PLATE HEIGHT 5 OFF SECOND FLOOR w k O 4 o SECOND FLOOR PLAN LIVING AREA = 1,442 SQ.FT. 4'8" 5101, 10'2" 5'0" 4'2" T101/2" 7' 11'/R„ 81 0',/R" ale 4' 10%z" 412" 5101, 10'2" 5'0" 4,8'r PAGE : SMOKE DETECTOR 29'0" 25'9" 29'0" INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR 83 9 (o O O ONE PER FLOOR ++VV SECTIONP3103: VENT TERMINALS 4' vTR s P3103.1 VENT PIPES TERMINATING OUTDOORS. �-� ___------ VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE CONTINUOUS AIR VENC BAFFLES i 3 _ -_ -"_-- ; OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN FRAMING BAY O BE I CORNING 3 _ ACCORDANCE""ITH ONE OF THE METHODS IDENTIFIED IN SECTIONS STUD/POST "RAFT-A-MATE" - TO BE INSTALLED ' ' ' So THAT AIR FLOW IS NOT RESTRICTED. ' I ; ; LAV LAV P3103.1.1 THROUGH P3103.1.4. LAV LAV DO NOT COMPRESS INSULATIO SHOWER/ ; W P3103.1.1 ROOF EXTENSION. TUB 3"i SHOWER OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET is sii6" , PILOT HOLES FOR THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE � ° c ° MANUFACTURING SECOND FLOOR NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) /' 2„ 2" 3 2 2" 31, 2 211ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. PURPOSES 0 ILUV- 3„ ' P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. 3„ 3" WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, FLOOR 3 ___._-- -_" OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, -------------------- OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) JOIST ------------------ � , � ' ' � , ' ABOVE THE ROOF. ' LAvLAv LAv HDU HREROD ADED SINK ; W.C. ; SINK W TUB SHOWER P3103.1.3 ROOF EXTENSION COVERED. WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND �� DETAIL_ MAIN FLOOR [Dw] Fuj� u u IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT ENINGOR A F ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE 2 2' 2 2 3 1 ORA EC)ORATIVEOSHRO D)THE VENT PIPE HALL TERMINATE NOT LESS „ 2 3 2 2 2 2' e ° ° __ THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS -------+ "_ "-- •-- 3" SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE FAI PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF LAV LAv ' ' t0 AN APPROVED ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA Q e Q SHOWER/ ' 4 , SANITARY SEPTIC OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. TYPICAL HDU TIE BETWEEN FLOORS TUB SYSTEM' SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT di CELLAR ; PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT z 5-IOd PIPE OPENING. N 2" 0 2" o PRESERVATIVE-TREATED NAILS 2 3 EP P3103.1.4 SIDEWALL VENT TERMINAL. 3" VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE BARRIER MAY BE NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN o REQUIRED FOR HOLDOWNS,PER ASTM TEST STANDARDS, 0Q 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET o ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT' ° SHINGLE RIDGE CAP RIDGE VENT FLUMB ING }21SER DIAGRAM NTS) (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. o PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A WITH CONSIDERATION GIVEN TO POSSIBLE STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS ° ° ° ° FUTURE WOOD SHRINKAGE.CARE SHOULD ;�t, AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING ° o , o Q ° BE TAKEN TO NOT OVER-TORQUE THE NUT. ]i EXHAUST AIR o ° IMPACT WRENCHES SHOULD NOT BE USED. j�f/ SHINGLES �— 8001= AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. it 5-10d o FELT PAPER SHEATHING (TYP. P3103.2 FROST CLOSURE. VERTICAL HDU INSTALLATION NAILS TABLE P3201.7 0-F(-I WHE °C OR LESS,VENT EXTENSIONS E THE 97.5-PERCENT VALUE FOR OUTSIDE A ROOICN OR WALL SHALL o HDUS DETAILS SIZE OF TRAPS FOR PLUMBING FIXTURES BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE m SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE w RAFTER TRAP SIZE MIN. THE-THERMAL ENVELOPE OF THE BUILDING. 2 MANUFACTURED BY SIMPSON PLUMBING FIXTURE (INCHES) _ STRONG-TIE COMPANY, INC. BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2 P3103.3 FLASHINGS AND SEALING. NOT TO SCALE THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE AND/OR WHIRLPOOL ATTACHMENTS WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS S IM PSON STRONG-TIE BIET 11/4 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CALTKTNG. NOTE: I QO HURRICANE 'HU /� ALL LUMBER THAT COMES IN CONTACT WITH HRRICANE TIE CLOTHES WASHER STANDPIPE 2 P3103.4 PROHIBITED USE. CONCRETE WILL BE ACQ LUMBER RIDGE BEAM A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A �- DISHWASHER(ON SEPARATE TRAP) 11/2 VENT TERMINAL. (DVENT! I t-/�+e I j� FLOOR DRAIN P3103.5 LOCATION OF VENT TERMINAL. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE KITCHEN SINK(ONE OR TOW TRAPS,WITH OR LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 11/2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL r � LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS U 2x12 RIDGE LAVATORY 11/4 IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 2x10 RAFTERS 1/2" CDX SHEATHING SHOWER(BASED ON THE TOTAL FLOW RATE R905.1.2 ICE BARRIERS: ; x 15" FELT THROUGH SHOWERHEADS AND BODY SPRAYS) t�,� '� 1- STANDING SEAM METAL ROOF FLOW RATE: IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING J-4% Q �' (BY NEW CASTLE) 5.7 GPM AND LESS 11/2 ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED = cY1 CONT RIDGE VENT MORE THAN 5.7 GPM UP TO 12.3 GPM 2 IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR � 0 MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED ROOF VENTILATION 1:300 OF THE INSULATED MORE THAN 25.8 GPM UP TO 55.6 GPM 4 ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,,WOOD SHINGLES 0 r 111 CEILING AREA UNIFORMLY DISTRIBUTED FOR ST: 1 INCH-25.4 mm, I FOOT=304.8 mm. AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWERLu r EAVE PROTECTION TO EXTEND FROM THE THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED '� '� EDGE OF THE ROOF, 36" UP THE SLOPE W ccl JJJ BUT NOT LESS THAN 12" BEYOND SEE DETAIL SHEET FOR TN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE O THE INTERIOR FACE OF THE EXTERIOR WALL HIGH WIND CONNECTION LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN BAFFLE AS REQUIRED FOR ROOF VENTILATION REQUIREMENTS 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 2x6 C..T. 6 16 O.C. 12 IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED Z NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE LL PROVIDE ICE BARRIER PER LOCATED IN UPPER 1/3RD �S OF ATTIC PER 3.2.5.1 FROM THE EAVE EDGE OF THE BUILDING. O CfJ -� 8905.1.2, TYPICAL ALL OF 2015 WFCM PROVIDE ICE BARRIER PER 0 EXCEPTION:DETACHED ACCESSORY STRUCTURES Q- 8905.1.2, TYPICAL ALL 2x6 C.T. m 16 O.C. 12 NOT CONTAINING CONDITIONED FLOOR AREA. LOCATED IN UPPER 1/3RD �S 2' . ATTIC 2 0 2x4 BRACES zxOF ATTIC PER 3.2.5.1 IN. (UNFINISHED,, OF 2015 WFCM STORAGE ONLY) SEE DETAIL SHEET FOR 6 AT 32° O.G. 57RONG6ACK, IN ATTIC HIGH WIND CONNECTION TYF (UNFINISHED, -� REQUIREMENTS, TYP. R-49 INSULATION SEE DETAIL SHEET FOR 2x6 )� ( �(l STORAGE ONLY) VVVV�(1(1(lil(�1 1�irl(1� V (1()()(11�(lr1(l�l(1(1(1(1(){�(1��(){�()��V nVVVVVVVVUJVV JVV HIGH WIND CONNECTION sTRON�aAc , U U UUUUUUI,I,UU UU UoUUl1U 'JUUUU UUU U U UU UUUU U — TOP OF PLATE REQUIREMENTS, TYP. R-49 INSULATION TYP ENGINEER: lr. nnn;l��n(I(l(in(,I (S)r11IrJ(i�(11n( (C,)nn��l�nnr�n( nnnrl n�nr�nl)i)(illnnn(�))r�,� �11,(lnnn(�lnnrll n I/2 GWB ON = )UUUW1- 1110000 J66 LIUUUUI�UU�1 Ut) UUU U�JUUU+)U )U UUUUUUUU VI UUUl1l. UUUUUU Ul)1.1UU1) ' — TOP OF PLATE F .�. ) v�/ WALLS AND CELING - — / / F 9 = SP.=CiGLE AND PAINT =` 18" OH PROVIDE BUILDING GASKET f r O 1X6 VERSATEX FASCIA - IX VER5ATEX VENTED SOFFIT - - 1X10 VERSATEX TRIM BDS AT ALL SHEETROCIG �je tt�3 � INTERSECTIONS BUILDING a 31:, Lu BEDROOM *2 CLO. UPPER FOYER Must PASS 3 AIR = 01, „ Lk� I k" >, 1 CHANGES PER HOUR CLO. CLO, BEDROOM *5 o 0) '0) 4— BEDROOM *4 4ic- JEFFREY T. BUTLER, P.E. 3/4" TdG ADVANTEC SUBFLOOR — 3/4" TdG ADVANTEC SUBFLOOR — TOP OF SUBFLOOR Q — TOP OF SUBFLOORCD 16" TJI 560 F.J. m 12" O.C. �'1s,1�1( )�O 16" TJI 560 F.J. g 16" O.C. 3 m — TOP OF CEILING — — TOP OF CEILING � R-30 INSULATION ' 1/2" GWS ON W 1/2 GWS - WALLS AND CELING ° p 2x6 STUDS _ SPACKLE AND PAINT O R-21 INSULATION - - LL 0 O O 1/2" GDX SHEATHING = W O RU CA p HOUSEWAP - Q SMARTSIDE SMOOTH KITCNENo LAP SIDING (BY LP) = MASTER BATH MASTER BEDROOM = o Z N ., W (l a z ry Ill r' Z u R U)Lu N _ «a 0 s •L 3/4" TdG ADVANTEC SUSFLOOR _ - 3/4" TdG ADVANTEC SUBFLOOR U O — TOP OF SUSFLOOR d TOP OF SUBFLOOR wt '�Rwul u �m��l � '�u�U ' 1� ` !, �uCV�I�'��� �V��u��u� u�� uJua - - - TOP OF FOUNDATION - — TOP OF FOUNDATION O T = GRADE GRADE R-30 INSULATION GRADE Q) 0 R-30 INSULATION L D_ 2-1 3/4" x 16" LVL F.J. 1/2" GWB ON CEILING 1/2" GWS ON CEILING t° Q PITCH GRADE PITCH GRADE PITCH GRADE PITCH GRADE O - AWAY FROM 6 WITH 3 1/2" STEEL AWAY FROM AWAY FROM AWAY FROM U O o FOUNDATION I•^ COL. ON P.C. FTG. b FOUNDATION FOUNDATION 5 b FOUNDATION 0 v o •j (BEYOND) CELLAR z 2-2x6 ACQ SILLo, 4" P.G. SLAB (3,500 PSI) ON 4 MIL VINYL W 5/0" ANCHOR BOLTS 0 .36" O.C. 0 u Q at a VAPOR BARRIER ON 4 COMPACTED SILL SEAL U '6 '6 S FILL (UNFINISHED, TCOPPER TERMITE SHIELD '6 , STORAGE ONLY) °.� b 6 S" THICK X at" HIGH o P.C. WALL (3,000 PSU ° ON 20"x10" POURED CONCRETE a; FOOTING, PROVIDE (3)-04 BARS IN FOOTING, TYP. •'.��' � ;•'.�� PROVIDE (I) 04 BAR HORIZONTAL LIJ � WITHIN 12" OF THE TOP AND PAGE dp (1) 04 BAR HORIZONTAL SECTION 5—� NEAR MID HEIGHT THE WALL GECTIO� I A—A of 1 I DAMPROOF BELOW GRADE �J I�{ i COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. I STAGGER FASTENERS TABLE 8507.2 IN 2 ROWS DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO -O O O 5.5"MIN.FOR 2x10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. ARE USED OR BOLT SPACING IS CONNECTION DETAILS 7.5"MIN.FOR 2x12 REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to l0' 10'1"w 12' 12'I"to 14' 14'1 to 16' 16'1"to 18' O O O 3/4"MTN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MTN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.2.1(1) 1/2-INCH DIAMETER BOLT WITH I -INCH 36 36 29 24 21 18 16 MAXIMUM SHEATHING,(E) FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A'.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. DECKING C'.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. t SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. I 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507.2.1 LATERAL BRACE AT 6'O.C. 2"MI 2x LEDGER WITH FASTENERS PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING —TRUSS OR CEILING JOIST AT G"MAXIMUM ON CENTER MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 2-10d NAILS TO JOIST WITH HOLD-DOW" Simpson Strong-Tie di DTT2Z TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS z N TENSION TIE LEDGER(A) 2 INCHES D 3/4 INCH 2 INCHES B 1 5/8 INCHES B FLOOR JOISTS ( ) ( ) ( ) ( ) Simpson Strong-Tie DTTIZ HOLD DOWN BAND JOIST(C) 3/4INCII 2 INCHES 2 INCHES(B) 15/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTRIBUTED FOR ST: 1 INCH=25.4 MM ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL 1 SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE 8507.2.1(1). 1 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS 4z TO CENTER OF TOP PLATE.STUDS,OR HEADER w w 5d COOLER NAILS AT 10"O.C. FIGURE R507.2.3(2) FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACH F DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-10d NAILS o (FLOOR JOIST PERPENDICULAR TO DECK JOIST) w GYPSUM BOARD ttl Sd COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R5 07.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALLOTSTS GABLE ENDWALL BRACING U ^, STUD (WFCM FIGURE 3.7a) �— X BORED HOLE MAX A A J DIAMETER 60% NOTCH GREATER THAN 11- m OF STUD DEPTH 50%OF THE PLATE WIDTH BLOCKING BLOCKING O U 5/8"MIN.TO EDGE GYPSUM BOARD W C14d 16d NAIL AT 24"O.C. r 16 GAGE(0.054")AND 1.5"WIDE METAL TIE ACROSS AND TO EACH SECTION A-A 5/8"MIN.TO EDGE � cYl � � uj SIDE OF THE NOTCH WITH 8-16d p NAILS EACH SIDE NOTCH MUST NOT EXCEED CO X 0 ISS 40%OF STUD DEPTH FLOOR BRACING AT END BAYS -WOOD STRUCTURAL PANEL co u- TOP PLATES (WFCM FIGURE 3.7b) INSTALLED IN ACCORDANCE 6 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) w BORED HOLES SHALL NOT BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. 8d NAIL AT 12"O.C.ON ALL FRAMING MEMBERS NOT AT CROSS SECTION OF CUT OR NOTCH TN STUD PANEL EDGES lu (a) OUTSIDE CORNER DETAIL 12"MAX. 8d NAIL AT 6"O.C. GYPSUM BOARD ENGINEER: NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON (ALL PANEL EDGES, ` . SHEAR WALL REQUIREMENTS ,,F ..`, .a. .._-.! X FOR INTERIOR NONBEARING WALLS `` (WFCM 2015 SBC HIGH WIND EDITION) J -WOOD STRUCTURAL PANEL r- NO CEILING � �`�`� , 1A RAFTERS AND CEILING DIAPHRAGM CENTER 2x BLOCKING INSTALLED IN ACCORDANCE n a Lu JOISTS OR APPROVEDON SHEATHING JOINT m t REQUIRED 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDTTION) U � < 3 15/32 WOOD STRUCTURAL PANELS 3 ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL "•' ftO1--EcS\C`�r BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL '®� `' TOP PLATE SECOND STORY SEETOP PLATE- --ij EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E, NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING NOTCHING PROVISIONS FRAMING MEMBERS NOT AT PANEL EDGES JOIST IS PERMITTED TO � TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD (b) INSIDE CORNER DETAIL p FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- m SEE DRILLING AND EXTERIOR CORNER FRAMING 0 9 SEE DRILLING AND cA BOTTOM PLATE NOTCHING PROVISIONS O NOTCHING PROVISIONS 0 c: o. NVFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATEL�- 0 Q O WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN m z 0 WALL W ALL W — N U STUD O i F— JOIST ENDS TO BE 4„ WALL 0 O Q T BLOCKED AGAINST ROTATION IN ACCORDANCE ' \,/ o w 'L m 0 BORED HOLE MAX FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT CRIPPLE STUDS M v Z DIAMETER 40% STUD TO RAFTER CONNECTION TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION TUB N Z U OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE I U 21"CLEARANCE 30" w DETAILS ON SIIEET 7 OF 7 THIS SET cn q 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 24"CLEARANCE O J-2 - WALL (I IN FRONT OF w O Q O 5/8"MTN.TO EDGE LAVATORIES PENING W _ FULL LENGTH6 v LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER O 0 NOTCH MUST NOT EXCEED BOTTOM PLATE CLOSET 0- Q) � = 25�I OF STUD DEPTH BAND JOIST WALL OR BIDET cn Q NOTE: NOTCHES SHALL NOT BE OR BLOCKING Q 15" 15„ WALL U U- O LOCATED IN MIDDLE ONE-THIRD JOIST ' vi _____________________ UPLIFT CONNECTION D REQUIRED O -" AT EACH END OF HEADER AND OF STUD LENGTH SII,L PLATE , '` , , ;; , ; AT BOTTOM OF HEADER STUDS IN ) Nd tTLIFt i i i ADDITION TO CONNECTORS AT TUB Z IF HOLE IS BETWEEN 40%AND 60% c WALL STUDS AND AT TOP AND CRAWL SPACE CONNECT , w OF STUD DEPTH,TI IEN STUD MUST SUBFLOOR ' ' t r QR ' ' BOTTOM OF CRIPPLES (3 a a BORED HOLES SHALL NOTOR BASEMENT I RDQUIRED 1 (J u o BE DOUBLE AND NO MORE THAN ° FOUNDATION BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE CROSS SECTION OF CUT OR DOUBLED AND SO BORED STUD TO PLATE 21"CLEARANCE 21"CLEARANCE NOTCH IN STUD /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION: PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN G FEET):USE DSP W/8 lOd NAILS IN STUD AND 4 10d NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FAGEA, WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE 8307.1 Sof 1 O (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 TRC WITH 2016 UNIFORM CODE SUPPLTMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF ° USE 9-8d NAILS PUBLISHED BY NEW YORK STATE, ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. '° AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. ° ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT o' DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ° ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° DEAD LOAD-SECTION R301.4 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FIRE BLOCKING R302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ' CEILING JOIST TO PARALLEL RAFTER(FACE-NATLED) 9-16d EACH LAPn ' FIRE BLOCKING MATERIAL R302.1 1.1 .• FIRE_PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, = CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP D D LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND COLLAR TIE TO RAFTER(FACE-NATLED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR CEILING HEIGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ^ n n n BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH ENM SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS < RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING-SECTION R309 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE • u o D D o D > o D4�1 GARAGES AND CARPORTS-SECTION R309 ENGINEER. °, ° ° ij ° °WALL FRAMING Simpson Strong-Tie 4 <I n 4n <In EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 • ° NITS 30C OR CS 16 1'/a" !� G) ' G,'/� `) '� `, ' ° C EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS '• o TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) °• COILED STRAP HANDRAILS-SECTION R311.5.6 AND GENERAL LTABILTTY IN AN MOUNT NOT LESS THAT S5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER C > #f- TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE c o USE 8-16d NAILS AT 4r._�'• �, l �, 4 L SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. EACH END <I ° STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. '@ � � � FOAM PLASTIC-SECTTON R314 o HEADER TO HEADER(FACE-NATLED) 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ° INSULATION-SECTION R316 D C > D TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER < � 4 �° <I p� D Ui MOISTURE VAPOR RETARDERS-SECTION R318 CREOSOTED. 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 CONNECTION o O 4-16d PER 2x8 STUD PROTECTION AGAINST TERMITES-SECTION R320 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH C SITE ADDRESS-SECTION R--321 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION n BOTTOM PLATE TO FLOOR JOIST,BANDJOTST, ACCESSIBILN R322 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORSANDPLATO ORM LIFTS R323 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CONNECTIONS a ENDJOTST OR BLOCKING(FACE-NAILED) FLOOD RESISTANT CONSTRUCTION-SECTION R324 AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING CS 16 11/4"COILED STRAP- FOUNDATIONS-CHAPTER 4 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED 16"O.C.USE 4-8d NAILS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. AT EACH STUD,WRAP AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL UNDER SILL PLATE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF MIN OVERLAP IS 12" FOUNDATION WALL DESIGN. THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO TI IE OWNER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION OF THE JOB. ; .' NOTE: Z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BI OCK FOUNDATION NOTES: 1 00 STRAPS MAYBE 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 12.PLUMBING INSTALLATION TO COMPLY WTTH'STATE AND LOCAL CODES AND THE , , PLACED EITHER 0 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. ' ' o LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 0 UNDER OR OVER MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 00 SHEATHING In JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • ' . N 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER • • 0 0 ' W BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK • • 00 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST ENERGY CONSERVATION CONSTRUCTION CODE.. ALL GLAZED AREA TO BE DOUBLE , RAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOTSFOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. • ' 0 ROOF SHEATHING ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL • ' • , m w NO FOOTING SHALL BE SFT HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' , N STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER CODE'S MINIMUM STANDARDS, PROVIDE 3'/z"STEEL LALLY COLUMNS DIAGONAL BOARD SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT 16.TIIESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND •il of ' STRENGTH AND I-IAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR • ' , • ' I"x6"OR 1"x8" 2-8d PER SUPPORT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED , • , • ! ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. • f • • s I"x 10"OR WIDER 3-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD ' FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 00 CEILING SHEATHING DRAFTSTOPPING-SECTION R502.12 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, 00 of • tq GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD FIREBLOCKING-SECTION R502.13 CONTRACTOR OR LOCAL BUILDING DEPARTMENT. so , s •• I , 00 • • r " WALL SHEATHING FLOOR CONSTRUCTION: UPLIFT-CONTINUOUS PATH CONNECTORS 00 , '• - 3/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM ' - n STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED USE SIMPSON STRONG-TIE CONNECTORS 1-11 FASTEN PER TABLE 3.1 WFCM FOLLOW PRODUCT SELECTION GUIDE AND • 1 X FIREBOARD PANELS 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong-Tie '1 FINISH FLOORS PER AGREEMENT CONSTRUCTION CATALOG C-HW02 00 CS 16 11/4"COILED STRAP- LL 7/16" Gd 3"EDGE/6"FIELD FINISH O.C.USE 4-8d NAILS v O WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD ANCHOR BOLTS IN FOUNDATION USE: i AT EACH STUD lu 25/32" 8d 3"EDGE/6"FIELD WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED SSTB28 WITH BEARING PLATE,SEE FOUNDATION MTN OVERLAP IS 27" IN ACCORDANCE WITH TABLE 3.1 WFCM NOTES FOR SPACING r GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 1X6 AZEK FASCIA HARDBOARD 8d SEE TABLE 3.11 THIS SHEETOVERHANGS AS NOTED SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS lu d) r AZEK VENTED SOFFITS LTP4 16"O.C.AT EXTERIOR PERIMETER V = (� PARTICLEBOARD PANELS 8d SEE TABLE 3.1 l THIS SHEET ALUMINUI I GUTTERS AND LEADERS AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION - 13 cYl W SIDING:SEE ELEVATIONS USE 4 8d NAILS AT EACH END 013 DIAGONAL BOARD SHEATHING HARDIE HOUSEWRAP >- 73 %2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: O 1" /zw 0 (n x6"OR 1"x8" 2-8d PER SUPPORT 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE SSP CONNECTOR AT 16"O.C. ' "GYPSUM WALLBOARD USE 4 8d NAILS AT EACH END �Q z U- 1"x 10"OR WIDER 3-8d PER SUPPORT 5/8"TYPE X GWB IN GARAGE Simpson Strong-Tie 1/2"MR GWB IN WET AREAS CS 16 1/a"COILED 1/2"SPACING BLOCKING AT CIJ FLOOR SHEATHING RIM JOIST TO STUD CONNECTION USE: -\ O AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE STRAP WIN MIN 12" ALLOWS p 24"O.C.ALLOWS MTS 12, 16"O.C. l 1 f1, tv STRUCTURAL PANELS EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN a- LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) STUD INSTALLATION INSTALLATION M 1"OR LESS 8d 6"EDGE/12"FIELD FOR NON-BEARTNG WALLS. FLOOR TO FLOOR CONNECTION USE: SIDEWALL FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 MSTA 36, 16"O.C. GREATER THAN 1" 10d 6"EDGE/6"FIRLD USE 4 8d NAILS AT EACH END ' L+i 7 U_ ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. Lu DIAGONAL BOARD SHEATHING ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) USE 4 8d NAILS AT EACH END ENDWALL O FASTENERS PER SHINGLE(SECTION R905.6) 1"x6"OR 1"x8" 2-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION R905.2.7) HOLDDOWN RAFTER TO STUD CONNECTION USE: I O O o ENGINEER ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) MTS 12,EACH ROOF RAFTER (HOGS) O CORNER STUD 1"x10"OR WIDER 3-8d PER SUPPORT UNITS HORIZONTAL(17-PERCENT SLOPE), USE 8 16d NAILS AT EACH END CONNECTED TO - 4. UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS O TRANSFER SHEAR ��. -•: ,,,,, 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENTRAFTER TO RIDGE TO RAFTER CONNECTION USE: O O �.� cy 2-16d COMMON IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. CS20 USE 8-8d NAILS IN EACH END Co� NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, APPLY A 19-INCH 483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL 0 HOLDDOWN NAILS AT 10"O.C. � . ( AT EACH ROOF RAFTER q� 0 SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY O (HDU5) 0 r- L:; ,.r S ' TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE: n .y T uu 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF (D E� CORNER STUD m W PBS44A FOR EACH POST-USE 14- 16d NAILS 2-16d COMMON Or2 - NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), CONNECTED TO �j AND FASTENED SUFFICIENTLYTO HOLD IN PLACE. DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR CONNECTIONS- O NAILS AT 6"O.C. O TRANSFER SHEAR FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(]2)UNITS PC44 FOR EACH POST _ CANTILEVER CONDITION :,�' . ' ICE PROTECTION(SECTION R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) MTS 12 @ EACH JOIST JEFFREY T. SUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) FLASHING(SECTION R 905.2.8) (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) CHIMNEY'S AND FIRESPACES-CHAPTER 10 PORCH POST TO DECK USE: Q WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT 2-AC4 -USE 14- 16d NAILS MECHANICAL-CHAPTER 12 1 3/4"MINIMUM Bp ' GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING HEATING AND COOLING EQUIPMENT-CHAPTER 14 USE 14- 16d NAILS O p SHEATHING LOCATION STUD SPACING EXHAUST SYSTEMS-CHAPTER 15 HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, � N o OR PANEL SIDING FOR 8d COMMON NAILS - ! O (SEE NOTF, 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) DUCT SYSTEMS CHAPTER 16 PORCH ROOF RAFTER TO GIRDER USE: AND WINDOW AND DOOR OPENINGS S O O COMBUSTION ATR-CHAPTER 17 MTS 12 AT EACH ROOF RAFTER O E 6 CHIMNEYS AND VENTS-CHAPTER 18 z a O O ^ N 4'EDGE ZONE PLUMBING PARTVIT j FOUNDATION;WFCM FIGURE 3.8a&3.8b) l 1 16 (FLOOR TO FLOOR&FLOOR TO W F 12(SEE NOTE L) i U Z � E 6 Simpson Strong-Tie (DINTERIOR ZONE 16 U210 2X6 W ' o F 1 AT EACH RAFTER 4 a Z o 4-10d x 1 1/2" U) E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10 (WFCM HIGH WIND EDITION) Simpson Strong-Tie RIDGE TENSION STRAP W F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) le d AC4 CS20 USE 8-8d NAILS ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST TN EACH END AT 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER 0 9 U O N REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG W O Q SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER SEE PLAN • U) L'1 V_ N 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS I _j N MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) T O BE REDUCED TO 6 INCHES O.C. (SEE NOTE 3) (INCHES,O.C.) a Q) L Q E Q) TTT4'PERIMETER EDGE ZONE 16 6 4-" 44 U u 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITF.D F 6 FOR COMMON NAILS. E 6 Simpson Strong-Tie p N 6 -F INTERIOR ZONE 16 U20 2X6 ( ATIEACH CEILING JOIST v RAFTER F 12 SEE NOTE 2) o O w GABLE ENDWALL RAKE AND RAKE TRUSS E 4 4-10d x 1 1/2" +� TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 16 • U SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) MAXIMUM ANCHOR MAXIMUP Z ANCHOR F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) -7d RIDGE BEAM JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) I.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTINGSIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ,, d LSSU OR EQUAL (]/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) Q ' O •I 2"MINIMUM : �� t 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4� Simpson Strong-Tie PAGE � WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42LG<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. U210 2X6 SIDECOVER LATERAL AND SHEAR LOADS 1-3 STORY 31 48 '4 AT EACH DECK/PORCH JOIST •.� . Simpson Strong-Tie RIDGE , 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-10d x 1 1/2" Simpson Strong-Tie WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<0<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCHES O.C. SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY IMP 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS TYPICAL PORCH/DECK DETAIL g o f l o O C C C S G S SON,SEE DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T, BUTLER, F.E., P.C. REPRODUCTION IN ANY FORM 15 f-ROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, f-.E., P.C.