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<br />R2011 Des1gr
<br />11 lldln� ol structures, eof, OIL be ,c ey ,y,.upgort a ,toads, �,cludlng
<br />� �h5 o1g. he cant ructio
<br />.1 a v 0 Gi c xb,
<br />c2nstructed
<br />ow tn�h I,r s g r ecs ccr 2
<br />c ' vTclips , lln"p#e co
<br />thepa oe a
<br />. _I n En at from their point of orIcIlh throug'h 4recIciod-resistIng eleo-tpo'o f unclation,
<br />t'g
<br />, j,
<br />Exception , illulto Into'skolsond structures located i thin the High-Veloclty Hurricane Zone shalt comply only with
<br />tiog
<br />Sec ins R302 to R324, Inclusive and Inclusive the provisions of Chapter 44 .
<br />R30111 Alternative provisions.
<br />OtstoQ
<br />aq, atterpolkyle todthe 5e�gIr1msTAT. In %tIon, R301,1 the following standards re permitted subject to the
<br />or's 0 S co se an e m ns ere n.
<br />Where engineered design Is used In conjunction with these stckndQrds the design shalt comply with the Florida
<br />Building Code, Building .
<br />1. American Forest and Paper Association (AF&PA) Wood Frame Construction Manual (ist
<br />2. American Iron and Steel Institute (AISI), Standard for Cotd-Formed Steel Framing Prescriptive
<br />ad Two-FamRy Dwellings (COFS/PM).
<br />R30112 Construction t
<br />The requirements o7stelss'coole are 4ased on platform and baltoon-frcims� constr on for tight -frame buildings,
<br />The requiremaents for concrete an masonry buildings are based on a locilloon 4rc.tmllng system. Other framing
<br />equIvatent detailing ansfer, continuity and compatible deformations,
<br />R30113 Engineered design,
<br />When a building of otherwise conventional construction contaIns structural elements exceeding the limits of
<br />Sectlor) R301 �r otherwise, pot c?lnform e, these stemrtg shot[ be des1K d In acFordoncevwIttionat
<br />r c ,In
<br />i,% to this co I Ei
<br />I
<br />accepted engneerIng practce, he ex se t of such �esign nee on y emonstrate co p lance a n
<br />elements with other applicable provisions and shalt be compatible with the performance of the conventional
<br />framed system. Engineered design In accordance with the Florida Building Code, Building Is permitted for all
<br />buildings and structures, and parts thereof, Included In the scope of this code,
<br />R301,21 Wind limitations,
<br />Buildings and Rgr1lons, thereef shalt be liml�ed �Ket,d (01.2$)� .ric1dff.fn.tr. t . in
<br />er.n.Etions!r
<br />r'N
<br />c V
<br />- c edAlras "- ' ere con an
<br />acqor.once w - his code, ask: wind spee s s e 99fer ed 'fro,, fIgnr'eGW10I% 4),
<br />Construction In regions i eds from Figure R301.2(4) equat or exceed 100 mites per hour (177.1 km/h)
<br />shalt be designed In occ a with one of the followin
<br />1. Americon Forest and Paper Association (AF&PA) Wood Firame Construction Manuel for One- and Two -Family Dwellings (WFCM)l
<br />2 Minimum Design Loods for Buildings and Other Structures (ASCE-7);
<br />3: �merl�'o.j, Irgn &Incl Stlg� In tItu"te (AISIX Standard for Cold-Formsed Steel Framing7Prescrlptive Method for One- and
<br />r A
<br />we- am y we ngs ( S/ ),
<br />4. Concrete construction shalt be olesIgmed in ciccordonce with the provisions of this code.
<br />5. fBCCI SSTD 10 shalt be permitted for tulldln2s for a basic wind sp;5g,.g(f 130 mph (58 Ill or less In Exposure B and
<br />10 mph (49 m1s) or less In Exposure In a cordance with Figure 4).
<br />6. The FCI$,PA Gulde tq ,9pT1rcr.e1?or1cslS,CQr�l Reg t pl,p & HP Arear ins t(t, be ape
<br />IS ,�eretlal dCor
<br />,pJ5&cm P
<br />.)Wind a
<br />. n fxp fmit
<br />. �Irq,for
<br />concrete masonry ot c Ill s&3e0e1'.2(o")i or or I ss sur n mPOOCA01.� or
<br />Less In ExpGousiure C In accordance with Figure 4
<br />7. The WPPC de, to Wood Construction In High Wind Areas shalt be permitted for applicable wood -frame bulldfings for a basic
<br />30 mph (58 m/s) or less In Lxposure B and 110 mph (49 m/s) or less In Exposure C In accordance with
<br />Figure R301.2<4).
<br />R301.2.1.1.1 Design.
<br />The following des
<br />H�n guide shalt be accepted as conforming to accepted engineering practices, AAF Guide to Aluminum
<br />c
<br />Construction In gh-Wind Areas.
<br />R301,212 Internal pressure.
<br />Y�d or bu�dl wind -Urn dgbr�ts r.eg .no. t I Jutt;F
<br />, �n
<br />cig;�qj
<br />uIrd, cliftEls 7.
<br />a ,�uTl dp gg e logo;led I as a n %tep??;!I�� . _;�
<br />r D r1r
<br />. c.os
<br />a � It r elm ng.
<br />Ape" 2 1996 nsn� on 4 , orne , a rs a mee t o s of he arge Missile as a
<br />ST . ,� Cfhpe'Tf,
<br />" i Te r I op
<br />M d of ASTM E 1886, SSTD 12 , ,cir TAS 201, 202 sind 203 referenced tKereln.
<br />(1) Openini In surrooms, balconies or enclosed porches constructed under existing roofs or decks are not required to be
<br />protec ad provided the spaces are Ilepuercattltd. from the buildint arotina wait
<br />hA Interior by a watt and all openings In the sef
<br />at,
<br />are protected in accordance with ths Such space be permitted to be designed as either portatly en osed
<br />or enclosed structures.
<br />(2) Storap,e sh;ds that ore not V,esl,?.md for humc, ��,i and that lave % floor a
<br />a . IT, habitat
<br />less no required to comp y w rne debris ripac standur of this co is,
<br />Exceptions Wood structural panels with a minimum thickness of 7/161nch (11A mm) and a maximum span of 8 feet (2438 mm)
<br />shalt be permitted for opening protection In one- and two-story buildings, Panels shalt be precut to cover the glazed
<br />werinn with att%c viled. Attachments shalt belrprovlaegaln acwxcineptillotv Table R39.2.16 or shalt be
<br />c e
<br />n - a r Is
<br />clus ned to resist t a components cadding toads determined .Ions of a orldia
<br />B tgng Code, Building,
<br />R301.213 Wind speed conversion,
<br />ced d on fastest mite wind speeds, the three second gust wind velocities of Figure R301,2(4)
<br />d to Fastest mite wind velocities using Table R301.2.13.
<br />R301,214 Exposure category.
<br />r
<br />ror eich not guction consigr ure ca tVtAdequateV rrflectis he haracterrIstic: rou d u f cS
<br />rr I I ,rdo an expor t&Kre � , pf g Je to��Ie
<br />n ,Vfltessitfrost be slaterm e or tl�e s I a at ?,I I a 1 r .tL of b5c ? . , a sl
<br />ran a I �
<br />, � 4o'; 1,
<br />r o� Ig , . 6
<br />Fores, a ca p ii.'Aln2glr�rthl 1 ril I 1, Tccoun s a
<br />ground surf. a Irr ne I totar h etoalgp a, t ol as fro
<br />jg.A.Rp
<br />rF?_q1T0 t 1thear se from . t
<br />re ff-
<br />c� a p youirgot v ear r
<br />Spq uc e _ _s,_ r,or any glyen_ w n, .exposure n w c ciwc 0 Is s1ted
<br />1. Exposure A. Large city centers with at leasi 50 peircent of the buildings having a height In excess of 70 feet
<br /><21 336 mm), Use of this e shalt be limited to those areas for which Terrain representative of Exposure
<br />A prevails In the upwind direction for a distuce of at least 0.5 mite (0.8 km) or 10 times thesheight of the bultoling or
<br />at er structure, whichever Is weater. P I I han-getin effects or Increased velocity pre sures due to the building
<br />S a 'of sa d 1. cce rit ultg
<br />or tructure being loc ted In Pie wake a n shall be,taketn Into account.
<br />2. Exposure B. Urban and suburban areas, wooded oreas, or Mher terron set h numerous closely spaced obstructions having
<br />the size of sintge-fomity dwellings or larger, Exposure B shalt be assumed unless the site meets the definition of another
<br />type exposure,
<br />3. Exposure C. Means, except In the High-Vetocity Hurricane Zone, that area which ties within 1,500 feet (457 mm) of the
<br />coastal construction control tine, or within 1.500 feet (457 mm) of the mean high tide tine, whichever Is less, On barrier
<br />Islands, Exposure C shalt be applicable In the coastal building zone set forth In Section 161.55(4), Florida Statutes,
<br />4. Exposure D. Fiat, unobstructed areas exposed to wind fLowl.ng over open water (exclus:117 shorelines In hurricane
<br />prone regions) for a distlIn of at teut I mlla,(1,61 km), Shorelines In Eqosure D Inclu a into, d w,,,terw,, , the Great
<br />a as na t I areas a �ftlfornlcs, r7on � stin n 14toskt T 9 orty to Vho.e ,�ultq
<br />fts
<br />rip � cl�ta , er. te ' S ',�'." 11 and , he s ore .
<br />otRer clas % a xglyste 1c, IS,& per cly ,xTfilr i
<br />ce cifs r "Tcla fturr"e, peW'4e`,',er
<br />,,%% Vr
<br />& ra, eel 74 �� tgom E ef.Tem
<br />is; n or mes as g t of but n*g or W*uc Ic s gr r,
<br />R301,215 Basic wind speed,
<br />The basic wind sche,ed In miles per hour, for the development of windloods, shalt be determined from Figure R301.2(4). Basic
<br />wind s eed for he special wind regions Indicated, near mountainous terrain and near Trges shall be -In accordance with
<br />Local on htll bi Id by tocisIlbordinance using
<br />,Xyrl�dlci;� rie?'Wr msirr�s. Th exact Locatt of win 5 a
<br />ze ,Slc. "';
<br />nor S suct ,I sp,T,ed tines s � estcsb��, ver.
<br />recog ze as major roads, cano s, r vers and to, a s ores w ere pass te.
<br />R301.2.2 Seismic =ons. Reserved.
<br />Figure R301.2(2) ved.
<br />R301.2.3 Snow toads. Reserved.
<br />F�Oure R301.2(5) Reserved.
<br />R 1.2.4 Floodptaln construction,
<br />This code specifically defers to the authority granted to locat government by Title 44 CFR, Sections 59 and 60. This code
<br />Is not intended to supplant or supercede local ordinances adopted pursuant 'to that authority, nor are Local ftoodplain
<br />manct ment ordinances to be deemed amendments to the code,
<br />R ol.y.e
<br />5 a l construction tine,
<br />Sttures located stal construction tine shot( be designed to resist the predicted forces of a
<br />Ir or Storm even In accordances with Section 3109 of the Florida Building Code, Building.
<br />, ,7,e
<br />ON R303
<br />LIGHT, ,ENTILATION AND HEATING
<br />R303.1 Habitable rooms.
<br />Alt habIt1le rooms hill be
<br />�, ovIde IN , h .9 r ate I xzlng area of not less than 8 perc f loor area of ?u,c�
<br />_ sg a e t a t
<br />%�
<br />I to u h Rol3gossit , .
<br />roo ' No t "do , st Jhr cit ; I #.q;l, to,yver or a er a r? nF s t, ,ge oocuctudpo.orr rth uc Inimum
<br />! j
<br />. JV
<br />, rRp
<br />r &
<br />cl
<br />a eml 2 , I loge % 1,d�, F It at
<br />n.lMs .12 �
<br />. jrov.uVd- er.1 se a re buid s. a m
<br />sona a area a he NY kY T`pa'`t 'f We Gor y
<br />oI3 cars rs a area o=gcae'nrtW.%eT
<br />Exceptlonsi
<br />1. gl 3gening Is not required by Section R310 and on approved mechanical.
<br />ftn system Is provided capable of produ,llng 0. air chan er hour I the room or a whoie-hou� me5h%nlcot
<br />r tgtp
<br />c
<br />v:ntKotlon a �tn d$or v 1.,T,,�Ir if T15 cubic feet Iger -11 f1lol L
<br />v No
<br />cu�'.ci a n mP.urt'Nacchmaddl noNecirciam
<br />n1t
<br />. a' tW
<br />oi a . ,yr a
<br />per occupo comp on a ro �
<br />2 . The glazed areas need not be provided In rooms where Exception I above Is satisfied and artificial tight Is provided
<br />s Piabee of - r l(luninottlon of 6 footcandtes (6.46 lux) over the area of the room at a height of
<br />nc� ?
<br />6g3ducinmn civeram
<br />a es ( mm) eve the ear evel.
<br />R303.2 Adjoining rooms,
<br />?tf deter t and v,ert4W,tIon re,Vreperts, any wom shoV be c sid r d a )ortlon,of op cd4
<br />.h(7 , 9r) open ng a no olnelsg
<br />I Vn,� 19
<br />I t s
<br />urqore a a urtrobs ructecr=
<br />roo w eas one- a 0 a e �rect a a a 00mis
<br />enth of the floor are a the Interior room but t (. ),
<br />E sections 0 enIngs requi ntilation shatt be lVrmItted to op n I to a thermally Isolated sun m
<br />an ,
<br />tion or at a ed at ere Is Qfl opencilbe yea Etwee olinicroom aq� tn$,sunro NN a III -
<br />L I
<br />adI a 13 ,qover, ut at Less an square leat SV m2).
<br />�2 ver of no less than one -tenth of t le ear area I the Inter or room (L
<br />- a c
<br />h minimum opencilue area to the outdoors shalt be based upon the total floor area being ventilated,
<br />R303.3 Bathrooms.
<br />Bathrooms, water closet compartments and other similar rooms shalt be provided with aggregate glazing area In windows of
<br />not less than 3 square feet (0.279 m2), one-half of which must be openable,
<br />Exception, The t zid areas shot( not be required where artificial Light and a mechanical ventKotlon system ore provided.
<br />The InImum ven I pr, r tes shalt be 50 cf%(63 ) for Int:,rmItten tRatl7n or 20 cfm (9.4 L/s) for continuous
<br />n r
<br />tcstlon. ven% tly I vr
<br />. an Ot
<br />r fr ; �, L/s
<br />�h
<br />v t a a e ex Ousted Irec he ou side.
<br />R303.4 Opening tocation.
<br />Outdoor Intake and exhaust openings shalt be located In accordance with Sections R303,43 and R303.4,2,
<br />R303.4.1 Intake openings.
<br />Mecharilgat andK vl-!w outdgor air Iglake onnings slit be k,of,atel ot minimur, of 10 feet si3%18 mV fugg a
<br />us ,i
<br />,
<br />m no
<br />or nclx con I, t suc (is ven IS, chin ys, plum nq van s, s reets, ate
<br />, ,�s, parking a So an too Ing ocks, exce ,
<br />othgrwlse specIfI,T1d In ,4hl,tc I
<br />isgole. gn�sere ,f-,W,Ve re locot�d I hin 10 feet (3048 mm) of an Intake openflng,
<br />I c y
<br />11
<br />suc opening s at be ace a I, a mm a ow 11he con am nant source,
<br />um 0 ,68:in 3mL
<br />etof �nt
<br />hi ection, the exhaust from dwelling unit toilet rooms, bathrooms and kitchens shalt not be .
<br />conider as hazardous or noxious.
<br />R303,4.2 Exhaust openings.
<br />Outside exhaust openings shalt be located so as not to create a nuisance. Exhaust air shalt not be directed onto walkways.
<br />R303,5 Outside opening protection,
<br />Air exhaust and Intake openings that terminate outdoors shalt. be protected with corrosion -resistant screens, louvers
<br />or ties having a minimum opening size of X Inch (6.4 mm) and a maximum opening size of M Inch (12,7 mm), In any dimension,
<br />halt be
<br />ape&, s s A protected against local weather conditions. Outdoor air exhaust and Intake openings shalt meet the
<br />provislons for exterior wall opening protectIves In accordance with this code,
<br />R303.6 Stairway Illumination.
<br />All Interior and exterior stairways shalt be provided with a means to Illuminate the stairs, Including the landings and treads.
<br />igtorricir sitalroic, 5 shalt be provided with on artificial tight source Located In the Immediate vicinity of each Landing of the
<br />I, ,111
<br />, r*?V rIT lflc!g (Tt sourvi she le of RY,mI!g,tInA Ireads o sv $ not
<br />I A I v ,in
<br />, ,�t be OFTeaO ,p,,q, t%ndInp.
<br />�h , I c? ,,,,,,, ux 4, d t ente,%to Tet% s tn I n, ,W,6fE1her ltdod'e. I?
<br />at a I r w " Ir
<br />tyg I ,cflurt., N , a
<br />cirWickst c se lZedla T vic I a mp no, aIrwV x1eflor in W
<br />n , I W s '15US pr Q&Icste
<br />.11 b prov ad , .T, t
<br />akT,e L ll�� w h an art fical ghr ource Ifoce a I el in
<br />,,Is t? %hboge,�Int ?r, thgef-ygs t ,qr. a eve ,
<br />. I j
<br />- ,,
<br />v ..Ini� a' e 'a' am on ng a a s d relay,
<br />Cis
<br />E A Ion, An artificial tight source Is not required at the top and bottom tonding, provided an artificial. light source Is
<br />.
<br />.. I
<br />lace ed directly over each stolroway section.
<br />R303.6.1 Light octIvatlon.
<br />The control for cictlyaticin of the requi way tiprtin2tsralt be .r
<br />Giesvible at tre to and bott
<br />a , m
<br />a t?p
<br />a gl
<br />or arlp c h
<br />stairway without traversing any steps. he Illumination of exte c r c a r waXescls a I e controted m Inside Ing unit.
<br />Exception, Lights that are continuously Illuminated or automatically ontro .
<br />R303.7 Required glazed openrigs.
<br />Required glazed openIngs shalt open directly onto a street or public alley, or a yard or court located on the same tot
<br />as the bAtcling.
<br />R303.7.1 Roofed porches.
<br />RFqy�eecl sgraAe� op me� f a c a ,qt . c, . a OF a d ,p, r w.qere the rch �buts a ftreet, yard ir d(tk ton?.er side
<br />c s ._rnlngF
<br />'t sT IT
<br />. r t
<br />% . , r h nrl an
<br />. e P 5 ,
<br />a p teas d s ruc ed and t e cell ng Wgh s not less an ee 21 4 most .
<br />R303.8 Required heating,
<br />When the winter design temperature In Table R301.2<1) Is below 60'F (16*C), every dwelling unit shalt be provided with heating
<br />�a�flitles jepolote of mointainlrigisto mlnlmu,,,,r,om t mPer ture of 68'F (eO*C) at a point fee� (914 mm) Wve the floor Qnd
<br />iet (6 mm) fr,or, exter,ly , VItackir �(9= it the tesmecefiature, �he sta lotion a one or more
<br />sih ,%,,%�r : 4 I IV I qnh, s
<br />For f1lotemace hea ers s a no used a ac eve comp lance on,
<br />ECT�ON 3 4
<br />MINIMIN ROOM AREAS
<br />R304.1 Minimum area. .
<br />Every dwelling unit shalt have at Least one habitabite room that shall have not Less than 120 square feet (11.2 m2)
<br />of gross floor area.
<br />s.
<br />Oth:rthQbltoble rooms sheik hove a floor area of not Less than 70 square feet (6.5 m2).
<br />Exc p Ions Kitchens.
<br />R304.3 Minimum dimensions.
<br />Habitable rooms shalt not be less than 7 feet (2134 mm) In any horizontal dimension.
<br />Exceptions Kitchens.
<br />R304.4 Height effect on room area.
<br />Portions of a room with a sloping ceiling measuring Less than 5 feet (1524 mm) or Q furred ceiling measuring less than
<br />-
<br />7 feet (2134 mm) from the finished floor to the finished ceiling shalt not be considered as contributing to the minimum
<br />r7ulred habitable area for that room.
<br />SE TION P305
<br />CEILING HEIG14T
<br />R305.1 Minimum height.
<br />HabItqbte'ryop,,,th, pe re.4u�athro mg, t rocims,s(aurs ryr rooms and, bairomoerntto s9ett have a ceitir
<br />(g,�Z,�mco�kldcr red heIg st t be I
<br />I uregi F am fn ;� height of not
<br />U calling. ), e I men, the sh lowest proje tIon
<br />Ex t'ons'
<br />I' p an ,p SR. A net less than 4 feet (1219 mm) on center may project not more than 6 Inches (152 mm) below
<br />!;ems eclur.Irg:rn. ef .
<br />r
<br />2 C�,llngs in a i haIK:obk ocf ) of the flnV%
<br />d ,o p feet, 4 Inches ( 9 1 mm) of the nls ef'lrojor,
<br />, csm� ,girders, ducts or a r a struc - gr
<br />It % 7 &mQy pro�ect to within (
<br />Vget, 8 Inches (203
<br />a I r - ns may roject to with f d
<br />3 . he requIred floor area of a room or space Is permitted to have a sloped ceiling Less than
<br />7 feet (2134 mm) In height with no portion of the required floor area less than 5 feet (1524 mm) In height.
<br />4. B a t h rpoop hati. have a mdrilisiglip lutlrn � xf 6 feet 8 Itiqhes (PO36 ml) over the Wire Qpd at the front ctleranc
<br />S s , he L
<br />g ,y 002
<br />cirea fixr I . shower or tub eTpped with a shower ea sha have a minimum ce Ing heTght
<br />of 6 feet a Inches (2036 mm) above a minimum area 30 Inches (76 ol by 30 Inches (762 mm) at the showerhead,
<br />3ECTION R307
<br />TOILE!, BATH AND SHD',/EQ SPACES
<br />R307.1 Space required.
<br />Fixtures shall be spaced as per Figure R307.2.
<br />R3072 Bathtub and shower spaces.
<br />r floors and s with Installed shower heads and In shower
<br />l
<br />bent surface. Such wait surfaces shalt extend to a height of not less 6 feet (1829 mm)
<br />a a oo '
<br />P3084 Hozo,dous Locations.
<br />The following Shalt be considered specific hazardous locations for the purposes of glazing,
<br />1. Glazing In swinging doors except jolousles.
<br />2 . GiGzIng In fixed and sliding panels of sliding door assemblies and panels In siding and b1fold closet
<br />door assemblies.
<br />3. G�csz:ng In storm doors.
<br />4 G ciz ng In all unframed swinging doors,
<br />5: Glazing In doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and
<br />showers. Glazing In any part of a building watt enclosing- these compartments where the bottom
<br />�lglng Is less than 60 Inches (1524 mm) measured vertically above any
<br />standing or walking su lace,
<br />6. GtcLzl , In an Individual fixed or operable panel adjacent to a door where the nearest vertical edge
<br />In
<br />Is wIth9n . 24-Inch (610 mm) arc of the door in a closed position and whose bottom edge Is less
<br />than 60 Inches (1524 mm) above the floor or walkIng surtoce.
<br />7. Glazlng In an Individucit fixed or operable pone(, other thors those locatlons described In Items 5
<br />and 6 above, that meets all of the following conditions,
<br />7.1. Exposed area of on Indlvloluot pone y7rea ).
<br />7.2. Bottom edge less than 18 Inches (4 mm) above the Ttoor.
<br />7 3 han 36 Inches (914 mm) above the floor,
<br />7:4: One or more walking surfaces within 36 Inches (914 mm) horizontally of the glazing,
<br />8. All glazIng In railings regardless of on area or height above a walking surface. Included ore
<br />structural baluster panels and nonstructurat In -fill panels.
<br />9. Glazing In watts and fences enclosing Indoor and outdoor swimming pools, hot tubs and spas where
<br />dg the glazing Is Less than 60 Inches (1524 mm) above a walking surface and within
<br />60 Inches (1524- mm> horizontally of the water7s edge. This shalt apply to single glazing and oil
<br />PQ nes In multiple glazing.
<br />10. Glazing adjacent to stairways, lanolin s and romps within 36 Inches (914 mm) horizontally of a walking
<br />? he glass Is less than 60 Inches (1524 rem) above the plane
<br />of the adjacent walkIng surface,
<br />ill Glazing aclIjacent to stairways within 60 Inches (1524 mm) horizontally of the bottom tread of a
<br />stoirway in any direction when the exposed surface of the gross Is less then 60 Inches (1524 mm)
<br />he tread,
<br />Exception, The following products, materials and uses are exempt from the above hazardous Locations,
<br />1. Openings In doors through which a 3-Inch (76 mm) sphere Is unable to pass.
<br />2. Decorative gloss In Items 1, 6 or 7,
<br />3. Glazing In Section R308.4 Item 6, when there Is an Intervening watt or other permanent borrIer
<br />barrIL3r between the doscl� and the glazing,
<br />4, Glazing In Section R308,4 , Item 6, In watts perpendicular to the ptQne of the door In a closed
<br />position or where access through the door Is to a closet or storage area 3 feet (914 mm) or
<br />less In depth, Glazing In these appticcitlons shall comply with Section R308.4 �Item
<br />5, Glazing In Section R308A , Items 7 and 10, when a protective bar Is Instatte on t4 accessible
<br />side(s) of the glazing 36 Inches ± 2 Inches (914 ± mm 51 mm) above the floor, The bar shoR be
<br />capable of wlthstandlng a horizontal toad of 50 pounds per Linear foot (74.5 kg/m) without
<br />contacting the glass and be a minimum of 1% Inches (38 mm) In height. 1
<br />6. Outboard panes In lnsutcstln� gloss units and other multiple glazed panets In Section R308.4 , Item 7,
<br />t e gloss Is 25 feet (7620 mm) or more alcove grade, a roof,
<br />walking surface, or other horizontal [within 45 degrees (0.79 rod) of horizontal] surface Qdjacent
<br />to the gloss exterior,
<br />7. Louvered windows and jaJousles complying with the requirements of Section R308.2 .
<br />8. Mirrors and other gloss petrels mounted or hung on a surface that provides a continuous
<br />backIng support.
<br />9. Safety glazing In Section R308,4 , Items 10 and 11 Is not required where,
<br />911. The side of a stair Landing, or ramp has ,cL guardrall. or handralt,tinctudlng balusters or In-fitt
<br />jonets, complying wltwhNhe provsIons 0 Sectons 1012 and 1607.7 of he Florida Building Code,
<br />ultdingj and
<br />9.2. The plane of the gloss Is greater than 18 inches (457 mm) from the rolling.
<br />R308.5 Site built windows.
<br />Site built windows shall comply with Section 2404 of the Florida Building Code, Building.
<br />l and sloped glazing.
<br />Skylights and sloped glazing shalt comply with the following sections.
<br />R308.6.1 Definitions.
<br />SKYLIGHTS AND SLOPED GLAZING. Gloss or other transparent or translucent glazing mciterlat Installed at a
<br />slope of more than 15 the Irees (0,26 rad) from vertIcat, GIG I materlots In skylights, Including unit skylights,
<br />sotarlums, sunrooms, roof2 and sloped watts ore Included In IR definition.
<br />UNIT SKYLIGHT, A factory assembled, Lazed fenestration unit, containing one panet of glazing material, that
<br />allows for natural dayti tIn? througg on opening In the roof assembly white preserving the
<br />weather-resIstont borrer o the r of.
<br />Toll Mail Ill G MUM AND MADGISFAN7 FDRWMRWRIEMI IS
<br />R308.62 Permitted materials, nical evaluation, L11Irdwo.�oIs,t,D�.Ipl,IIr'1. h.lom-lir.wAempi�ad-;mo;i.t-lirnd"imglombtrofock�1,0,I
<br />The following types of glazing may be useoli In lieu of a complete geotechnIcot evolucitlon, the toad-bearIng values In Table R401,4.1 shalt be assumed. Exception, The vapor retarder may be omItted, litili"Imliffooll
<br />1. Laminated glass with a minimum 0,015-Inch (0.38 mm) polyvinyl butyral intertayer for glass panes 1. From garages, utility buildings and other unheated accessory structures. R802,5.1 Purlins, " Is
<br />16 square Teet (15 m 2 ) or Less In orect Located such that the highest point of the glass Is PRESUMPTIVE LOAD -BEARING VALUES OF 2 . From driveways, walks , patios and other flatwork not likely to be enclosed and heated at a toter date, ORM AND NAME 31FOR 110 SIZE so. I III, win 11 Sorsto at
<br />not more than 12 feet (3658 mm) above a walking surface or other accessible Grecti for higher ,V to be 1vtolted It?. redu e R802.,5 sized
<br />yorn In Flqr
<br />nt Y, D�rllns shalt to
<br />or larger sizes, the minimum Intertoyer thickness shoR be 0.030 inch (0,76 mm). FOUNDATION MATERIALS a 3. the building offIcIat, based on local site conditions, an e re%w red size Q the ra teris t at hey sup,T,ort. ur ns shot be con nuous an s be srporl. kosixii.ahs 22-4 3111 VIE) I
<br />n r n ; . I
<br />CLASS OF MATERIAL LOAD -BEARING PRESSURE YLInsich In 4-Inch I mm by 102 mm) braces stalled to bear ng pigtts at a slope not less than 45 degrees ram he 22xe n i ill
<br />in ,
<br />2 Futt� tempered glass, R5062.4 Joints. h 4tiLeThe �rgcfese?hi kr rs ced not more than 4 feet (I .19 Isom) on center and the unbraced length of braces 22xe still I $11 2 54 2
<br />r
<br />(pounds per square foot) ,prIf no 8 3 za -1 =x --M- -2 ra 2 a 2
<br />3: d glass. 12,000 Concrete stabs on ground shalt be provided with Joints In accordance with ACI 224.3R or other approved a ... xcee 4 .
<br />Crystalline bedrock petholr
<br />4. Wired glass, 4,000 C. JoInt,i shalt be ,c1esI4.nrd aurnraLr1r: Itec,ld orcirn�neer, R802.6 ring, -
<br />'ejoy
<br />xcep on, Gin " . ,�orc. _p n 22-2 99 2 115 2 111 2 .
<br />o oncrete stalos on ground or In slabs for one- and fter or ceiling joist shalt have not less then IN Inches (38 mm) of bearing on wood or meta( and 32x8 85 1 n 1 us I I
<br />Sedimentary and foliated rock 3,000 wo- mily dwellings complying with one of the followings --
<br />5. Approved rIgId plastics, Sandy gravel and/or gravel <GW and GP) not less than 3 Inches (76 mm) on masonry or concrete.
<br />R308.6.3 Scrtens, general. 3,2xID to I 91 2 92 2 1
<br />ll k t-strengthened Ptass,fat retaining screen meeting the requirements of Section Send, sitty sand, clayey sand, slity grovel and ctctyey gravet 1. Concrete stabs on ground contaInInR synthetic fiber reinforcement, Fiber lengths and dosage amounts R802,61 Finished calling material. 3.2-2 172 2 In? 2 95 2
<br />r3r 21000 .a
<br />, ��71oshgl'cb t�6V for uly tempered glass that meets either condition shall comply with or1b of the followl g If t,q finished ceiling (noterkil Is Installed on the ce4tingsprior tp the attcs I
<br />n . � of t Ion ")
<br />S r of he P c a " s' s ff. ag in .2.6 92 1 814 1 III
<br />I se cons ructon at a foctory, a cpmpression stry Dime thckness as he InIsh ce Ing me er at shalTabe In. qle
<br />t1cInsR ...�rlopl the gloss, excep (SW, SP, SM, SC, GM and GC) (1) FIbir ten�ths shalt be 9 Inch to 2 Inches (13 to 51 mm) In length. Dosage amounts shalt be from I, Ire I in I I 95 2
<br />Clay, sandy clay, silty clay, clayey slit, slit and sandy slit 1,500 to 0. 5 to 5 unst bl d M,15 to 0,89 once with the manufactuirer?s ,IrectW a�rr thF thr cosrvress�v terlat I itioss t
<br />it 4o f to
<br />nd Plate# , ilriii, watts 1 I 5 ci 9P
<br />,,stren
<br />p9t .tt IS gicin
<br />� I a e,.ct,:pf?, k c e,, rl,len N, ,. a $n �Qtp Qxv ift I in 2 lull 2
<br />p I . %
<br />(CI, ML, MH and CH) r u I or I�V ,a s.r p I pe I .ng%Lmg � ' rants sarrop te pds(.�whww_.wi,1 12-. 71 I 29 1 75 1
<br />R308.6.4 Screens with multiple glazing. r[cIp, .M. .tw alit - � r V qnIsh cell 4
<br />r cl � ca on a comp e ngpp jor, -
<br />For S SRO , t it 'A ? M o Iclat through Ito" w Z2x(5 415 I (I I 37 2
<br />cl, 40 , ,ffi
<br />When the Inboard pane Is fult� tem -strengthened or wired glass, a retaining screen,lmeetlngg the 1, - L T,tic §X. R.hn-c e Cw'l* YA �40� A t"C.I -0`ig
<br />Shp be installed k I le It for either conottl n sted 12-8 59 2 it 2 a 2
<br />arred, heat o (2) Flber'tength shalt be from A Inch to 2- inches (13 mm to 51 mm) In lrp,th, monofItoment or f1brittated, R802,7 Cutting and notching,
<br />r:quirements of Section R308, .7 nelow the 'gloss, exc a. When Solt tests are required by Section R401.4 , the atLowable bearing capacities of the Solt shalt be part D to achieve
<br />e from 05 to 1.5 pounds per cubic yard (0.3 a .89 kg/m 3 ) Structural roof members shalt not be cut, bored or notched In excess of the limitations specified In this section 22-1D TI 2 n 2 ill 2
<br />S ctlon R308.65 , Ali other panes In the multiple glazing may be of any fype listed In Section R308,6.2 . dtions. 40 percent reduction of plastic shrinkQge cracking of concrete versus a control mIx In R802,71 Sawn lumber.
<br />R308,65 Screens not required. b. Wqe t% buIIdI7 pfficlo cleterminis IVA In5-,qtacThso1c%owI0t In than 22x2 art 2 TI 2 05 2
<br />. � c ii w earing capac y f L' Insesd accorP c with ICBO �C3'. or
<br />,9 on, atiQwabte belic
<br />e y o e presen a e s e, e se , ghck�pNeltWerm , cric? I 3te%��e Its usln% mIgImum Ix ( %�MsErl�t,ea, shalt 1pse t b
<br />py a e?y'tnf9eNc: fiber he c, tj%s 32-8 ?11 I n 2 58 2
<br />multiple glazing and either of the followlng conditions are met, R401,5 Compressible- 4 nc es 312 - 0 N 2 n 2 all 2 1
<br />.,f 0 a "�o
<br />l be required when fully tempered glass Is useol as single glazing or the Inboard pane In pr%v se I thf cpmplance M2t( I In , rare
<br />m 4�. , To R. he mon I Ii
<br />r
<br />, c
<br />'or opffting Solt, , ! RP01116
<br />a
<br />afactu holl. provide certIfIc :) compliance with A M � -
<br />1. Gloss crec. 16 square feet (1,49 m 2 ) or less, Highest point of glass not more than 12 feet ils are compressible or shifting, such soils shalt be removed to a III th and width uI cling of the 3.2-2 ID7 2 811) 2 81 2
<br />I can'to 6x6 W1,4 X WIA welded wire reinforcement fabric located In the than 4,2-8 81 I n I T? I
<br />accessible area, nominal glass thickness not more than sgfrlclenthtoc�psure stqb(e mot 117 middle to th er one-third of tFie s1l;x1a. list wire reInfTrf,e?mfn c shit,tt be sm,ortel.git.rk �I t2xID lot I I gin 1 2 91 2
<br />I _ _
<br />2, C In nq
<br />(3658 rein) above a walkin ve Iture content In each active jone and shalt not be us. as flit or stabilized `1 U?9 - � 11�cimr� or n cic �
<br />3 / 16 Inch (4,76 mm), an (for multiple gtc,zlng only) the other pane or panes fully tempered, w eac a zoneby chem ap SW e a
<br />SECTION P403 cut, dewasterIng, or prescitura Ion, e u oM at spacing!; no ofe.ceed G�, nc$ wit ,2x2 Ito 2 103 1 2 93 2
<br />Laminated or wired glass. R4.JN u cic urer s speciflizaRgiris, etded plain wire rein orcemen featrIc: for concrete ��cept�jv N?.,tch.ef ton c1gtIte7 eg,;�..rmtlia Sig . ar er vlgt�dt�ehaa c4n;nslon qf the repjI9InL%p.or(J1pe g),
<br />e _r,n ,,q 2 r
<br />k� ,L gmtte g %U p
<br />sangj�te
<br />.1 qW
<br />2. Glass area greater than 16 are feet (1,49 m 2 ). Gloss sloped 30 degrees (0.52 rod) or ST A 1115, The a r s no ess an n a v d n W.Whisrolored.lropoills. 12x# 28 1 74 1 71 1
<br />'I, a IS 'h) above a walking s s. I Kp �2sdll 311 1 35 2 31 -T--
<br />fromtvertica .InT �erface carol, n1tandard Speclflcatlon for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete
<br />At exter or watts ill r t d T,,onr or of n t f ti ad fotrd..�T,Ions ,,,,., JeT
<br />of glass not more than 10 feet (3048 m . R R802.72 Engineered wood products,
<br />onw tl ill or -a , ortgeme . Cuts, notches and holes bored In laminated veneer lumber, lue-tomInated members or I -joists are not permitted unless the
<br />jg.Oso O'cRtAngo�otg:s: I on. 22xe n 2 (I 2 310 2
<br />n ' "N ' oeff from e character so . becerlp , Late egtifled b m�er �radlen rpte,netrations Is specifically considered n the design of the member. 2.2 x 1) 81 - 2 63 2 4V 2
<br />;9d highest p �11 bFt su ,
<br />- tport%d su P I
<br />,S c .cy r Is
<br />c ,,I,Fr
<br />or c, her accessbte arect. p5optle rcive,lelf �ge: ur ehf�cl�nit cl oLTt
<br />, �'. )p n co at co a e ,
<br />ed nspect o a a r1ticstLatt P.'dyld ties is ode 2-2 x 12 Ill 2 III 3 65 3
<br />R40311 Minimum size. -V . - at R he requlremen� - - Is
<br />lan'l f re is 4co� ATeKsAjea, hin a .1 . an n a a oVerm4n
<br />R308.6.6 Glass In greenhouses, Cpptr.n. t sulg'g foods s Loa ,,%dimension tuqbg fgr studs,g 11
<br />Any PtazIn )uses, upper on undisturbed naturat sells or engineered flit. or ,
<br />1pspectlon Issueg by a r gracing or Inspection aqem�l
<br />t Tir n I y mess ng
<br />c % materlat Is permitted to be Installed without screening In the sloped areas of greenhic R802.8 Lateral suppo
<br />&SV6'ded se greenhouse height at the ridge does not exceed 21 feet (6096 mm) above grade. 40 F& a ceste .. Rafters and ceiling joist havIng d,eLpth-to-thlckness ratio excirecing 5 to I based on nominal dimensions shalt be provided 3,2-8 M_ 2 55 2 eID 2
<br />ro I I F felcand mos,.T,Inry footIn.?s shalt be as set forth � T�bt,j R *nl FI1u5efR4 10). Thr, tl�gt width, R60211 End-JoInted lumber. with taterat support at s Ints a a a ring to prevent rotation, 3.2-11 ?7 2 a? 2 511 2
<br />, aristics. n' a - t .1 h Amoved orriNJoInte.dfifter Identifle by R802,8.1 BrIdgIng. PO f In 3.2x2 010 I'll
<br />nj ItI,faltIningesproatiellbe cagglote pportin e tho? welght of the gIrmIyIna ,- sTo,L1ts1zfjtoSec1co'rlct ell the sell In wordince
<br />The : P shot( o t A'Rel - - ast era ad; mark conforming to Section R602.1 may be used Interchangeably with " 2 2 all 2
<br />ng me ers t*Ic C�l 0 1, mI 1, c nFsf. t, _s, 'Ons Itars' and c a rs a e same CV ,d qr 0xil ?*2 1 n 2 57 2
<br />s�re , grupon e as r. .,
<br />, s SP
<br />lit� alt
<br />subsnarlu, , . ,ofnAu a ve a %esh opening or no more *,OnZIr1g1nc9 y I c , w I W - 40-It ,rl d d atloweablhicsa XtImin.rs, supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous I -Inch by 3-Inch (25.4 mm by 76 mrs) 811 2 ?7 2 8110 2
<br />� c t VII NO
<br />ze uppdrtin le based on a r, or Rafters and calling joists havIng a depth -to -thickness ratio exceeding 6 to I based on nominal dimensions shalt be
<br />cism),ne c, ng, to dy Go an
<br />ze
<br />m8.Rfff.l,%9pd
<br />(25.4 m loya 95.4 m clro�ggf a foundations shot[ be In accordance with the alts set forth lei 12 Structural glued mincit
<br />or 'st, to Glued tominated timbers shall be manufactured and Identified as required In AITC A190.1 and ASTM D 3737.
<br />1 11' e �41 ..t to Qx1i
<br />WMon an
<br />" and Figures 017F . wood strip nailed oicross the rafters or calling JoTsts at Intervals not exceeding 8 feet (2438 mri). Q-12 192 2 810 2 III 2
<br />R308.6.8 Curbs for skylights. R40314 Minimum depth. R602.3.1 Stud size, height and splicing. R802.9 Framing of openings, rissol'oolivallosIdissitik.no 12-4 77 1 n 1 ZI I
<br />Alt unit skylights Installed In a roof with a pitch flutter then three units vertical In 12 units horizontal Alt exterior footings shalt be placed at least 12 Inches <305 mm) below the undisturbed ground surface. The size, height and spacing of studs shall be In accordance with TobLe R602.3(5). OpenIrgs In roof and ceiling framln
<br />.g shalt be framed with header and trimmer joists, When the header joist span does not Ik- 12xil 39 2 n 2 211 2
<br />403.1.5 St Exceptionsi �
<br /><25-percent slope) shot[ be mounted on a curb ;xtendlns at leaTt 4 InT,hes (10. mm) above the plane of excee 4 feet (1219 mm), the heoLol@r joist may be I I b r the some size as the calling joist or rafter. Single 22-8 09 2 (2 2 39 2
<br />lfhe To? 0 ac,i of.foptinRs, sft.tl be leiel.,The) b ootin stop a s� me 74 I;rcpted .
<br />LPI units or zon a -percen s ape . oo ngs ; a be stepp w ere Is nec I cxan 1, Ut�lty grae �Jrds thciit not lloefw ,1jrec.sP.&Qnrq1t gsup er J a h, figet - o; th t -1 JAn
<br />t the'94jr)r sclaiteg ryer j0ou% �, 2-2xlD 59 2 51 2 V 3
<br />t
<br />�
<br />_ GRort rl?�e than ,% rclaf).nd Wmi � a sIn '
<br />oof - L J he 0 ngs or wher an s a no VnN I'InMce,s exNarr.mr' w5sce.n. . a is ee
<br />, , 2 d 4 ,!* mtmi
<br />the r unless otherwise specified In the manu acturer s insta lotion nstruct ons. v;rt �2n TT -ac ,trre)
<br />I d p Surfaf w4 ,� exceed a t (% mm eg feet (3 48 mm )OW nat - � r9I'Vs 3 r I i s
<br />re t the bottom ld one unit a I a saxgee� 4 610 3 63 3
<br />i nd Labeling. ve c. . 1z p ,to the slope a r, ,or I. Wals In I �mn& I a g.r?v� L an M2.2x 10 0 2 . -
<br />shalt be labeled with rtcat In ten un??str onfaPt( ercent pe). �orn& , Pe cellin
<br />-bectringootalLs. L9 a t i�
<br />erior nonlou , ngl.rij ,
<br />s s f s,r sor
<br />more than 10 feet ( 48 mm) In height which are In accordance with Table R602.31 ! u Pr'rj. . conne ns �h In = header jo t span exceed I
<br />Exterior skylights shalt be tested by an approved InclepencentctestIng laboratory, and R40316 Foundatlon anchorage. 2, Stud se a hea er Jo stel. IrInA , , 16 ? 312-8 611 2 52 2 0 2
<br />turer, performance chora teristics, and approved evaluation entIt 11 �- a 4 1 t 12 f t (N59 rm? ton% slyltimb supported at the header by framing anchors or on ledger strips not less 3.2xlD ?.J 2 6. 2 58 2
<br />on op . Itcl Jloancj.l�l on Icontinu?y,s fou,9lgt!&1s, sth -formed steel R602,4 Interior tociol-bear,12% watts.
<br />iroved label IdentIf I fac 'TC �rf,cel,wgt ,foC.els a s ect,wQtt wood slit plate or cold 9psn'2*1*1Pies ti�eli Inc as .m y ml.
<br />-�& of AAMA/WDMA 1600/IS7, Voluntary Specifications for SkytIg ts e a uric .T -bearing hall be constructed, framed and fireblocked as specified for exterior watts. 32x2 M 2 T4 2 07 2
<br />.q
<br />C$J� �gN�an(W t�n? manu ." watt
<br />to re or qur 9 a IS on. Interior load R -
<br />S attitil y ith km The p te,#te at ex.jerior fils, or thI5 stabs ovd pende SRI. I. t h it ,4 Vared to the fouic ad trffs.slegs. draw - it
<br />or N comp �� %g,,, e ci, RISHISAWfruss a n Ings. +2-6 ev 11 I 2 9 2
<br />wo .p I r4 1 2
<br />1 , sre s . ". _ mum a two bolts p a ntr R602,10 Watt bracing, prepared In conformanci with Section R802.10.1, 11halt be provided to the bultalingi official and approved Qxl) 94 67 2
<br />a - 2
<br />one a ace , �;t i n &n I attlan 41h f np I I ude, V at minim%m.,, he Informatlon specified below -Truss design drawing Qxlz 98 I 85 1 2 T8 2
<br />onchgr,o 7 s if; �fc -
<br />SECTION R309 t� mm I
<br />c c 1: mm) c?rm I ecses even a t lo Vtge �Ialeecs:sc olt' Alt e.terlor welts shall be braced In accordance with this section. In addition, Interior braced watt tines shatt be provided Truss deT,I,%n ratings
<br />Bolts 7 2 V ce , 'I, ( ,
<br />,atil be i 90.1 1�? pV�ct,T, �e'IIVI+h Wes Alp`4-n�rXit us.sla's dl.qf%tered a he jo site. W'ItirstirelouOdt.spiess- 22x4 rl I a I " 2
<br />.� t tvst M Incla (12 7 mr) In diameter % � h it te d , ml1w IniPes (178 ) I to,pQsonry or In accordan with Section R602.10,11
<br />, , I c c h
<br />Rn
<br />n
<br />.
<br />_
<br />_.
<br />n
<br />at
<br />,I
<br />ill
<br />Via fi,ui n T I pm �
<br />I at L -
<br />R309.1 Opening protection, �. �,, e earling, wet e p ,JF an jonoti R loq,s,,. 1111lts a. s e( R602.10.3 Braced wall panel construction methods,
<br />on t r� e e r . t' �L. t -t 1, Slope or d 22x6 31 2 29 2 74 2
<br />. 'I p ,
<br />Openings from a private grage d1rect(y Into a room used for steepin .Feeneer n, I sa`i -- --g& a pF...;ecr eg #g.�,s
<br />Egysirploters, e, % !ih�.nn�s R19 , , _ ;, e15 g be The construction of braced watt panels shall be In accordance with one of the following methods, J. kocatlon a Ott Joints. 2 74 2 it 3
<br />l ot be permitted, rsijr , , I. e 0Tpth, span and spacing,
<br />cle or w"re r Ireec%y to cl , I d-$ pr T?e' n quired bearing orldths. a2.8 3110
<br />e garage ana residence shalt be equipped wth solid wood doors not less than woo n )I ctl. .1
<br />Other openings between I Qnc orectcWr e oun citlon .. require feAr WET. S 1. 14TIFathlichib 4 Inch <25 4 P 10,� mm) go,jtlnu Z I. In :Fg let l,i to the top Gill botlon4al s cA thfj - a
<br />In t v s ur .� 2.2 x ID IV 2 (I 3 39 3
<br />r ,I . , .
<br />. . crm to Tg� Di r., , ,
<br />n " ccor m ; " : 6% on a -2xV
<br />13/8 Inches (35 mm) In thickness, solid or honeycomb core steel doors not less than 13/8 Inches (35 mm) tl I as A � r 4. Design toads as apipticobte.
<br />'? wp thl m .f
<br />a me rees rQ or es .- , r.W) Prom 4.1, Top chord live toad. 2 0 3 49 3 (3 3
<br />s 'roprietv cl re an eg - e "-xT- -- 716- 2 4`2 2 X 2
<br />thick, or 20-mInute f1re-rated doors. a - n ra ng s at be ace aTeao Ong hi
<br />a r I ; . p
<br />jiffil.n.rchor str.pt, ,s aced as re2ulred to provide equIvalent anchorage to 9-Inch-siflameter (12.7 mrs) anchor bolts, , Or&s 7
<br />. n.. . Lp
<br />4
<br />t n or a jo ent to stop s. the horizont4l, ). 1:5: jo�tclorcl dead told.
<br />R30911 Duct penetration. The placement of buildings and structures on or adjacent to slopes steeper than 1 unit vertical In 3 units horizontal 2. Y 3
<br />Ducts In the fraurca?eeoland ducts penetrating the wells or ceilings separating the dwelling from the garage (33.3-porcent slope) shalt conform to Sections R40317.1 through R403.1,7,4. load bovcds of V -Sit 51 2 47
<br />21 Icch (15.9 mm) v,et,vinlmur thickness clp�ftd �l rRed a am chord live oad. 3.2xV 2
<br />1 0
<br />b of a minimum No. 26 gage (0,48 mm) sheet steel or other approved material and shalt f,403.1.7.1 I c1nding slopes. lagoncit ocirds s at e attached uds n cut. 2 .ga) . studs spaced a maximum of 24 Inches (610 mm 4.4. Bottom chord dead load. 3.2xl2 Iron 2 ill 3 64 3
<br />Vicia ' a a cas f 3. Wo9d stru t I. I h thl g wlt� a tqlc�n;si pot less than .5 6; Inn (to > igt afing and 4.5. Concentrated toads and their points of application. I2-8 57 2 0002 74 - - 7-
<br />, s ct Me . ,.F,h (7,9 mm) for I 5, Adjustments to lumber and joint connector design values for conditions of use. Q-1) 010 2 6111 2 m 2
<br />- nic. rig. Gold structural -trotting wind and earthquake toads,
<br />,cO In Z .
<br />accordance wit ci�, FSK - , mm) or 2 6 0 mm) stud sp s s all m� IdIg 4.6. Con
<br />shalt have no openings into the garage, tr I one not tec.urF ! r a mat a d n
<br />r ?enera, bull Wj or st.V :9.1 te set a ruffiflent diltanU f o,� tp.e s
<br />'n n�.,��., ci V e5t n I 40 A.' I to 'Nt'?o1p.ri"' `R'
<br />s Ict , , c , � 4 . ' ins, %r eria
<br />ire Cage, eros on n t,b, , urls, xceV. as pfgv d , ,rIgur9W,�t.1.f.r1 F
<br />, t
<br />R309.2 Separation required. I � I� t I
<br />4 -, sl� 5
<br />I go e ass.upel to pr%vI I s pC, a e ,� on, 1,rt a � un vFt�a In one I ril hprlzont�at 4. One-hatf-Inch (12.7 mm) or 25/32-Inch (19.8 mm) thick structural fiberboard sheathing ap%led vertically or horizontally on ch 1 Z2xv 1 711 1 2 62 3
<br />5 .
<br />-gfr$gn f,,,M)t t , 'We of e � .oe.,e L 1 GnT) f.Q� 'Qolr'�Vl�rffl, I' sorics 16 inches (406 mm) on center, Structural fiberboard shect hIng shalt be Installed In
<br />shall �e .Tg.rcLted fr., the r 7 xim) cl I
<br />The.8gr I 6. Ea reaction force and direction.
<br />, d a Crsidence and Its attl orect by not I a .-�nch ,�12, h h,,,� r e'r I
<br />c G , r or rif ps to Fg;e4% s:
<br />98e.r pp ed the garage side, aroges beneath halcilfable rooms shall be separo ed from a t I'll a �Iane c at ds spa .� a-M ). 7, Joint cf,nnector tyge and cles,cf,W,t�
<br />than 5/8-Inch (15,9 mm) Type X ivalent. Wh re the itei,oge,ta rrt?,,5nInR, 3tcyow, rn ei at t oe a ofe, %hteD`ReP9nhqao? the c ac Acince wRV n (iieg,ts!4e, t,h k n efos tKis gT .tr.,d 1�ge,dlmsrnsloroed location of each joint
<br />.t . 'II;t,' 'g,f,
<br />ess 9p ,a . T I , I t�, oIRT),n rf
<br />Ralt.ble rIssms ; tl�: .Ile stc,T)e shalt be measure From a top 5. Gypsum board with minimum X-Inch (127 mm) thickness placed art studs spaced a maximum of 24 inches (610 mm) on center C yocl re a ve
<br />e 8 Lumber size, species andprade member. FaStlh*p25.m.l"pt,&W.t�,tDWOkM
<br />c
<br />toor-celtlng assembity, t e structure sup or-eing t separotlon shalt also be pro ected lo 1. t a ii 0 Me 9: Connection requirements or, for a %a a aspraspewhitisslostred.
<br />setarcition a h I y ,009ng s t fr m Aalc�ndlng Slope surfaces. �hd faster
<br />u.9 at 7 Inches (178 mm) on center with the size nalls specified In Table R602.3(l) for sheathing and
<br />no less than %-inch <12.7 mm) gypsum board or equivalent Footings on or adjacent to slope surfaces s Olt be founded In material with on embedment and setback from the slope able R702. . for Interior gypsum board. 9.1 . Truss to truss girder.
<br />R309.3 Floor surface. ur% ffl I t I V!1.1 tl .�,.nd ls�%-A�-A t f th figtirp without getrim ttt t. ExcRpt as 6. Particleboard pos sheathing panets Installed In accordance with Table R602.3(4) 9.2. Truss pt( to ply. b.111olsisidwasse, -- 02giol,isrope,
<br />,F
<br />cic tde,T a % ige g 7. Portland cement plaster an studs a f 16 Inches (406 mm) on center and Installed In accordance with �
<br />9 c P' r ,Fr . , . 7" ',r f,tt.r 'g! a .,21desitilhistiestowip.p.slafte,fitteir F..dt.hw.nt-,k-,M--p�6kdl,hhklp*W.
<br />f . - ,�4 I Is
<br />,Fd V
<br />c Fr a a A . .7v Is . ,a ) allp ISIVINqN.., cr RrLd, Where
<br />a
<br />, r Re'e ,1'.5 , . .�p" Do- can j s ?gg .u�w r _
<br />I n 1 9.3, Field spices.
<br />t , . I �
<br />Garage floor surfaces shalt be of approved noncombustible material, i . s s ep ,�.n orr un ? bac a -.hNw.iIp.,Aodi,b.
<br />r� n se ,
<br />,F I
<br />r.m an P. &f; L S. Hardboardponet siding when Instal In accordance with Table R703.4. Call k.k,.fO*�ui.,,O�dw,Wi,.*.ri.Vh,,k�vi�0,qU.doA,k&q.6
<br />. , ..n_p
<br />.1r
<br />The area of floor used for parkintof automobiles or other vehicles shall be sloped to fcLcltltate the m.a.,u . ne 5' degrees r , pro ec f, oe fsWe DsTope, 10, Catrutated deflection ratlq and/or maximum description for live and total load,
<br />ward the main vehicle entry doorway. R40317.3 FounclatIc - 'narllon
<br />L
<br />, is,
<br />movement of liquids to a drain or eve Except2i Alternate braced watt panels constructed In accordance with Section R602.10,6 shalt be permitted to replace any 11. Maximum axlet compression Forces In the truss members to enable the bultalImp desilrer to design the size, connections uppirkil by mipp�ita" Now imissid b h Ifideshisidd slit Nd ID h how,
<br />ofth and it .h ... d
<br />gr aced watt ponels, rmanent continuous lateral bracing. Forces she be s own a the truss design drawing or on
<br />ScKoded sIt1g, �i: of any extFi-lor ciunckita h it ,t nd , , th Mellon ?f 1 Int of
<br />( aito� , I* a I �e street w.tter ?,t go
<br />R309,4 Corports, ,lp a7r ve I d,r fr v rc a' .' n Me tg3riC1, e ec on .. su emeno acumen s.
<br />ova F F �1. ftF. X retqeurrnead� edraInvoitelanos orts. 12.pgequlred permanent truss member braclng location,
<br />the Own, p� p qtje Ind ,I `L .
<br />"Id c .
<br />It lectst - shalt be of gpiroved rnptncom�ustlbte ' rr� rd I , ri V11 ff o , Ctons a on - TiELEFi$2-�'$i2,GlFbWIPAN$ miDwasespistal kxorwbeeaplooKiIALU .
<br />s es be considered a garage on a e, a . ram s f .v
<br />Cargo tsCsholt �e op�n on at least twq Vwloes.l�arpsohrat,tftoor surface!? a . 14F
<br />rr or - I, tilegro 5 lace s e.
<br />at. y wit 1�a .
<br />mat ofor Is no ,lopen on a hall co a . a As C p 4 4 Beams, girders or other concentrated loods supported by a watt or column shalt have a bearing of at Least 3 Inches R802.10.2 Design, Mft-,p.,,,Utb.,",V4.,I,I. 4i -rem pine iold,eiv,e-prio-World re,telfesildAwtor Of 110 loid.�
<br />provisions ths sec on for garages, 403 Atternat learances, (765, ) I I th sur�d paroUlt tg 1he be on Solid ,,;o,r ,,at less th I 4 Inches (102 mm) In ,s.,,,o a dr, list trusseit thalt be deslined � fiacVe. The I ure of metal
<br />�Iter,h, 't etbacks and fAssery are permitted, siubject to the w rovot of tqe bultdin officlotill I n IML [Re, Mlh,..f � I
<br />L?
<br />�eT c c ,�e bultdirip ?ffIcIcLl Is e the or upon co t uou OW 17.) 17$ 1 21
<br />er a I ' . .. _ , the Int n of ro ec ng no . m) ace . aIgn, and manuf %
<br />mI t , e d nRine r a .�IemonitWe 1� r *`+Cq" HEMEWSAWGIPEEft
<br />.tr,
<br />V
<br />Pin �p gte T,S
<br />, a nVck,,
<br />a mel,u(n 'Mr r �.'&F S r ,Fcgea
<br />ct a reAu'.r.etIa?IA'r-.1G%n9nQv r'ti cInp., cititinclude c nsiderato or mater at, heIg of pe, s ape grod ent, bear 4 ; eneIggs
<br />Exception, Asphalt surfaces shalt be permitted at ground level In corports. .c. . 'egbe* I ' ICP heafweak' t Is
<br />I 9
<br />% .deqV., pto a connec e wood trus as s at 911Mfuty
<br />s I . r he a I mccirlaric
<br />ot csat�,n of a guotl 4 this e nAle mto ram a f a Nkr'ASfffff1' r '. 's s I le I rulings s a a prepare y a registered
<br />The are� of flo,?,r ufoecl fgrrckIgarkIn�0of jugemolsoftes or Ither veh�oes shall be sloped to faclUtate the h.1 bee ,q?,mme% ,T a I Cpftsl�I�xt 1%agre required by the as of the jurisdiction In whlch a project is to be constructed In accordance WIVI'M so= tis. I III, pool m ""n
<br />. ; _ R606.13.1 Joist bearing. t ec IT I .1. `�-I 7, I I zi, I :5 I
<br />_ or . . a
<br />movemen of liquols a or war main vehic le entry way, Ed n ens ty and erosion c arac erlstics sto me er at.
<br />R309.5 Flood hazard orects, R403 .1 . i ansive soils. have adbearing of not len than I%inches (3B mm), except as provided In Section R606,13, and shalt be R802.10.3 Bracing. �- -6 rfi I 1 311 --L-- 34 1
<br />co n ,
<br />Reserved, DunclotHn and fL,?or stelas fir loultollngs located on expansive sells shall be designed In accordance with Section 1805.9 Jsolsp`osr?ehVn ac r a ce wth Figure 06,10(l), �rj as braged to frre�.ern . . .r.p witp t se r.crlr ... n led -�l .�. 9 I I 51 . - Irs 2
<br />R607 -2 - so 7? 1 2 61 2 61, 2
<br />1 , pssfgr�
<br />r. %a
<br />,g n 4e .b an,
<br />_. .J.ias
<br />pgt5f
<br />r
<br />a the torlda Budding led 1, n " otou d ovil!.litar - _
<br />r 7
<br />so
<br />ITF ccln.�
<br />so c .% I b,%
<br />SECTION .1 A -Che 11,Tni,ronsoon -,�J t-tilt., Ila So.
<br />Exceptions Stab -on -ground a Rding UNIT MASONRY n, u"n' _ e _ 2-: - 12 I I - ; I : 63 2
<br />R309.6 Automatic garage door openers. alnsi uothe� foundation systems which have performed ode uately In soil conditions similar to those ac ng reqYr'e'men*Ts, Trusses shalt brace In occor once a -
<br />b.1
<br />Automatic s, If provided, shalt be listed In accordance with UL 325. e building site are permitted subject to the approval of the I dImg official, R6071 Mortar. 802,10.4 Attercit1priA to trussei. �- -8 72 I 63 1 57 1
<br />- - �
<br />SECTION R3109 R403184 Expansive soils classifications, qrr gri I Itered In Av way wlthoi In vot)othat �
<br />r�&n.j ruc o ew a some n a '1-: - to ff? 1 7-1 2 T9
<br />a folio tter, a qAhC I � tat Qpgrot 3.:.I: o2 2 Irlo 2 Ten 2
<br />ffellis ,T,e�lgsgl� f.cgrl, of �16 at WomIn isalsler P,,e
<br />'s ,�Ip gFolIsloop S 1 and R 712 and thatt meet the proportio specifications of Table R60' . ,&t.er f 4,1 �8 . j I -If-- - -T4- -
<br />R3104 Emergency equired, C '1haft be n lsilar?V evvisilve trut that tests to show compliance with '.Jel '% perm Loa -
<br />. a or�dsvfe accordance with Section , x a 5 a sflonct�. S F '.o� I �ce4q%n ru ca a so
<br />re cr
<br />Mortar for use In mason t ti n6linall, comply with ASTM C 270, The tpe of mortar shoU be In r , ,F,t be cu , notched, dritte A 1 In , ec
<br />no egd a a scrWecT m c ' AST 270. 5% M " th&Aed Is ou verIf upporting 4,:-lo .at 1 s`9 1 ,
<br />of ) 71 a is I
<br />s re
<br />Plasticity Index (PI) of 15 or greater, determined In acgrdQnce sr�th ASTM D 4318. ecIfl ations M C uEA a soll [am To dIrntop. -to 2
<br />Basements with hQblta te space and every steeping room shalt have at least one opencilitte emergency escape and rescue i nt of the soil particles pass a No. 0 sieve ( 5 mm), determined in accordance with ASTM D 422. R60711 Founclotlon walts. 1802.1 ntion. .:,..-,.* � 12 119 1 17: 2 � I 2
<br />�.s t:el�sb - I ,
<br />Ly 11 ro,pe no .-I z. I I to I r7 I
<br />.t,.j ,use of ggg, ellilcrholectorT having f., re.1slAnc% to uplift of t te
<br />fleeping room, but shalt not be re I d In J.1nd areas of the basement. Where emerspency escape and rescue 4. Expansion Index greater than 20, determined In accordance with ASTM D 4829, be Type M or S. IN 4 samtTles - � .
<br />opening. Where basements contain one or more sle7lng rooms, emergency egress and rescue openings shalt be required In 3. More than 10 percent of the soil p r shalt an ,1f,snGT, �.e (W '*
<br />each s it . .articles Ore less than 5 micrometers In size, determined In accordance with ASTM D 422. Masonry foundation watts constructed as set forth In Tables R404.1.1<1) through R404.1.1(4) and morto .P .,MT;) arid IN'Q10 1 spec ca Ions, or roof ass �-,-6 32 -1
<br />Ennis are provided the %Ewhel a' or er 2�-e Ill
<br />r shoti. hove o ,Vn t t more than 44 Inches (1118 mm) abov the floor. Where � door subje�t t? wind uolft pressures of 20 nolunrci) kN/m2) or great , as lestoblished In Table R301.2(2), - 2 36 2 ::::� ,
<br />�
<br />-
<br />jr,es,h R , R403.2 Footings for wood foundations. R60712 Aliocither masonry. . to ,2 nre foot (048.1t
<br />a n c?Ic bFLow that d a ' clun fd raerscuesoniRen n Is ad ad or heig t anal exposure per 1poYl see section �-tol ell 2 c3 2 310
<br />, irnci�p e evat I y1W
<br />epe
<br />nerd te 9
<br />p ov 9 dhortlAgoolou hea enc osure, Ae �u=seci sure =1 comv y or 0 c WeAn ons Foo=R.s for wood foundations shalt be In ol with FIgurea R403.1(2) end R403.1 ). Gravel shalt be washed anclopell 2s
<br />S? A ,is a erving as the tateral-wincl-force-resistlng system shalt be Type M, S or IN mortar, ReIr.11 Roof tie- own, 2- - 1: 69 2 � IT j is 3
<br />t ncce7� Jn1crLh (19,11 mmX rovet ,yhall Pe frfe ram orgaill
<br />In a the emergen e openIn irale T�e maximum all (?. �
<br />required by this section shalt be obtalned by the normal operatio . s .�, claye 3-2ve 51111 -1 4`5 2 Nit 2
<br />�
<br />'
<br />J,elchtf flp�Ase guound etevatin It S at be cogra I ruth, lnc�.�Ic be ree ram organ , c ayey a sitty s6Rs. r to table for Mortar Proportions R902.111 Uplift resistance.
<br />InsId% � ,.Wncy ,eacope ane rescue ,a enin t Vd t be at a, of 3, j,7)&)�Ina; and shot 3-2110 6. 2 514 2 clo 2
<br />,re,r r rp a h b t x1r, Roof assqmblits which are subject to wind uplift pres?��e a foot (0.958 kN/ma) t h it -
<br />c on .? fill height below the a Yadent L
<br />.
<br />3-:.I: - -1 -
<br />qr v e ps a wo n ow we n Qccordo, X o penin e permitted a e n size R607.2 Placing mortar and masonry units. havie f ft Ir' s fn of ki arimblAs �y ,onnorctlaq,, ; lot Whe � - � .
<br />or ST
<br />,
<br />? p 4-c-8 1 cc
<br />000pen Into a screen enclosure, opericTo the atmosphere, we ere a s ree � ear Is provided teacing a ay ram the residence. P404.1.5 Foundation watt thickness basea on watts supported, es � e I on ". mlesTV. ulte , Le I ,,LeTrr me us el .� square ? .
<br />The thickness of c ported, excep I , in I u 1, ex �:-Io 2 G: - T6
<br />R31011 Minimum opening area, - rl�gt np% rall .3� e I : - - R2
<br />ALL em as nInne: shalt have a minimum net clear p '+ ca St A ,S , g orces frpos1r!e rafter or russ as a I I �� 2
<br />1p
<br />t �f '95$ t on. .. (3)11
<br />r v shV WT (T ,471n t 'op t '
<br />h ncr undation watts shalt not be less than the thickness of the watt sup t R607.2.1 Bed and head Joints, " aq� she,, %. a , I, . i �' - 65 2
<br />toning of 5.7 square feet (0.530 m2). that foundation I0 a at least S-Inth (203 mm) nominal thickness shalt be permitted under brick -veneered rome watts and Unless otherwise required or Ind Icated on the project drawings, head and bed Joints shoR be 3 / 8 Inch A cant nuous load p roviae 9�! t the foundation - llw�lw. �- 6L
<br />Excepilc;i7, drade -ft'it;r openings sQf hove a minimum net clear opening of !� square feet (0.465 m2).
<br />rea Qtso ootin
<br />under 10-Inch-wide (25 1 supported, Including gebles, Is not more than
<br />4 mm) cavity watts where the total height of the wat,.2
<br />20 feet (6096 mm), provided the requirements of Sections R404.1.1 and R404 ore met.
<br />(9,5 mm) thick, except that the thickness of the bed Joint of the starting course laced over
<br />-not
<br />I .
<br />R310.1,2 Minimum opening height.
<br />The minimum net clear opening height shall be 24 Inches (610 mm).
<br />R404.1.5.1 Pier and curtain watt foundations,
<br />foundations shall not be less than 9 Inch (6,4 mm) and more than ? Inch (19.1 mrS.
<br />R607.2.1.1 Mortar joint thickness tolerance.
<br />rd,ct I ".25 '.. I lwt.,oits-
<br />.�P isn, So'. oloilatdlKiw,�
<br />R310.1.3 Minimum opening width,
<br />The minimum not clear opanln,� width shalt be 20 inches (509 mm),
<br />Pier and curtain watt foundations shalt be permitted to be used to support tight -frame construction not more than two
<br />stories In height, provided the following requirements ore met,
<br />�
<br />1. Alt tood-bectrin Its shall be on continuous concrete footbIripsnotaced Integrally with the exterior watt footings.
<br />Mortar joint thickness shall be within the following tolerances from the specified dimensions,
<br />1. Bed joint- + I / 8 Inch (3.2 rem).
<br />SECTION R803
<br />ROOF SHEATHING
<br />hlmg.
<br />b.114,01,10114,1.1.0clonlost.,
<br />e.BiklbqwM k maloodintpoodrisolle be rills, raw too. twiel to. Sao I -.,IN, I.s. P.Ddtb, "WWd
<br />dW-�,Ml�.,oM",.b,,M.�,..,,.Nk,.&.,-,�.q,Mpa,U.M.K..,U..,..,.pww
<br />R310.1.4 Operational constrain s.
<br />and rescue openings shalt be operational from the Inside of the room without the use of keys or *oats.
<br />placed
<br />2. The minimum thickness of a iclad-bearim lt less than 4 Inches (102 mm) nominal or
<br />33/8 inches aSHmmaims) actual thickness and sho I be be cled Integrally with space ac ection R606.8.
<br />2, Head Joints 9 Inch (6,4 mm), + 3 / 8 Inch (9.5 mm).
<br />3. Collor Joints, X Inch (6.4 mm), + 3 / 8 Inch (95 mm),
<br />Allowable spans for lumber used as roof sheathing shalt conform to Table R803.1, Spaced lumber sheathing for wood shingle
<br />to the Sections R905,7 R905.8.
<br />"I" "w""" t.�w1,,Oe,"Ilwel.Q,w"..Aw:1m1, 1w M-6,411.10A.dadips. kads,
<br />R310,2 Window welts,
<br />The minimum horizontal area of the window wait sh i t (0,84 m2), with a minimum horizontal ?rojectlon and width
<br />I shalt Glow the emergency escape and rescue openln
<br />of 36 Inches (914 most). The crack of the window we 0
<br />rWrs
<br />,a h b j,e� In acc5r;(anceIttt� SIf a aR6 �. ff.11, and shalt be bonded Into the
<br />ctoipjj.j�.5 heecS�F"
<br />- PI 5 a *it g e y wo. , a a
<br />be rin accor once w ec on r n
<br />34 to P helgh f a 4-Inch (102 mm) Lood-bearing masonry foundation watt supporting wood framed watts and f toors
<br />The maximum
<br />Exceptions Nontoacl-bearing masonry elements and masonry veneers designed and constructed In accordance
<br />with Section R703,7 ore not required to meet these tolerances.
<br />and shake rooflng shalt conform requirements of and
<br />R803,2 Wood structural panel sheathing,
<br />R803.2.1 Identification and grade.
<br />TiRER#2.?(PFA368XHEDIIEFORStECrUKLMINSBa
<br />Exception- The ladder or steps required by Section R310,2.1 shalt be permitted to encroach a maximum a 6 inches ( 52 mm)
<br />mensions of the window well,
<br />I
<br />l oretthan 4 feet (1219 mm) V,. h
<br />m
<br />I'gight.
<br />5. LnQprogff I be In accordance with R4 3.1. , Figure R40415(l), or as specified by engineered design accepted by the
<br />R607.2.2 Masonry unit placement.
<br />or shall e, ptastiq and units shalt be placed with sufficient pressure to extrude
<br />Wood Structural panels shalt co form to I IS PS DOC PS 2 or, when manufactured In Canoda, CSA 0437, and Ah?,It be
<br />1.11OPeed ecl(son Issued by cen approved agency, Wood structurcit s a I comply
<br />M-Vl'd'rn P
<br />OBCRPIIDICFBVIDIGBEMEES INMAIDTvPEW 7`110113OFFAsE11105
<br />R310.2.1 Ladder and steps,
<br />r '"
<br />n _,t
<br />lufflalentt6
<br />mor � on On pro uce a Ight joint,
<br />�
<br />.'r4cWse' ( ,s p panels
<br />��f I (�,).
<br />F,t 31 INEW
<br />Window welts with a vertical, de th r Iter than 44 inch 8 mm) shalt be equipped with a permonentV of listed (odder or
<br />( "I
<br />stem I? �Ity d
<br />p On, ,,r
<br />pf ujgts�awllp th _T Iti t7c ( ygs re;I�J�g Jy.1his s .Pen be ,rcrjrl�recl
<br />adcWres'dProTrungs .r to
<br />or c on. `I431'1r.9o!l,P g ,4 I, ave on side ..;T:1�7nc It, m m , s a
<br />co p
<br />6. The uniectlencead' flit for 4-Inch (102 mm) foundation watts shalt not exceed 24 inches (610 mm) for solid masonry or
<br />Inche5 (305 mm) for hollow masonry,
<br />7. Feserve
<br />Deep furrowIng of bed Joints that produces volds shot not be .permit ted. ,Any units disturbed to the extent
<br />st
<br />that Initial bond Is broken after InItial placement shalt e remov and recild In fresh mortar, Surfaces to
<br />lb _cl
<br />R803.211 e.p"clis.4pecroLeditity,
<br />Js, wheq a Ill? Q'o;
<br />ri Vne deft dItoob ggrm plentiX exgoje� ql�Atclo r It bl often segog
<br />"I 11 3aigo'erm .
<br />:1!ZF1=:.=1,dItL-rwI .,alim -
<br />2sol
<br />y ,6.
<br />t east 3 Inches (76 mm) from the wall and shalt be spaced not more than IS Inches (457 miss) on center vertically for
<br />a I
<br />the full height of the window sell.
<br />.
<br />R404.4.6 Reinforcing steel.
<br />be In contact with mortar shalt be clean and free of deleterious materials,
<br />R607.2.2,1 Solid masonry.
<br />tot . .r.1gVIIcGtIT,s,
<br />a c
<br />a .11,
<br />. L a uncp , , with
<br />truc ur* a r o; ea% Ing xpo a a a may a a nter r ype
<br />' Fd., s F 'a
<br />R603.212
<br />.
<br />2VAIspeork,piaripsks.1shilroolictrel -FM�iT- --
<br />R310,3 Bulkhead enclosures.
<br />Bulkhead tnclosurrs shitt Provide dlremcte%ccrss to the basement, The buVkhea0,,,,%q tolur h thf, door ponelis In the fylly
<br />n the mInImu n , % wit
<br />.5
<br />, , k d
<br />a a ear opening required by Sec Ion 3 ... u ea enc osures shut also comp y
<br />R404.4.6.1 General.
<br />he n ob,, c nA 0, ,
<br />I f I t I hall meet the re 615, A 706 or A 996. The minimum laid strength of reinforcing steel
<br />Ott I V1113rade 4L) LF7,1�g.) IzoVcA wait rVnf,ori:f,men1.st,ohoA(. closer to the outside
<br />,;e, a -
<br />Q Vttrcll cr.a 1. ii. UR no
<br />f In
<br />i units shalt be told with full head cincl bed Joints and Ott Interior vertical Joints that are
<br />designed to receive mortar shall be filled.
<br />Firated plywood.
<br />The allowable unit Pressea f?,r fire-retarclant-tr teMI[noo,di Inct,y I,n� fistener ,vttues, shalt be develaced frwen an
<br />: � , and hu"Ity to
<br />i a .,I '
<br />71 aet a ) Ite em r h�ch t a
<br />.
<br />i3delialibil,larkliddrisjossird ISIC3010,1301) W."
<br />! -ris Zt8lLne'am .
<br />Z=.thqU
<br />wft4PfeoVIGG R5N.8,1rovcIe
<br />s. e r e n orcemen or In w
<br />cc qlg.ne- w Q n+ r
<br />R607.2,2,2 Hollow masonry.
<br />ct ryi;�re
<br />cF I
<br />rLp
<br />ofP1 n an process, e fire -re ardarit-treated
<br />ypet, n
<br />plywood shalt be graded Ing an approved QGrenc -
<br />Y.
<br />81.2-11MIL31"01r)
<br />a -
<br />R310.4 Bars, grills, covers and screens.
<br />a and rescue oferilm,
<br />Bars, grItts, covers, screens or similar devices ore permitted to be placed over emergency esc pe
<br />Exce
<br />m.sover for the concrete, the minimum
<br />e�en- WherefInsuItted fo
<br />grcr.
<br />cpt c ite f� ulls e foMcrgm%Ins, I�
<br />- a ,gasFivs
<br />con a re n arc ng s see s per I re e a .
<br />For hollow majonr units all head and bed �Tnts shalt be filled solidly with mortar for a distance In from
<br />.
<br />n � c
<br />the face of he UY it no less than the the ness of the face shett,
<br />R803.2.2 Allowable spans.
<br />DakilliL.h.laxisol 0(7VIX 20...
<br />ti.his kv powl. tow nd uI 20'..,
<br />(khead ;nclosures or window welts that serve such openi provided the minimum net clear c I i,
<br />(a T, e N,np size compt as or h
<br />R404.4.6.2 Horizontal reinforcement.
<br />R607.3 Installation of wait ties.
<br />The maximum allowable spans for wood structural panel roof sheathing shalt not exceed the values set forth In
<br />SsittlAbichlablossinialleatedwallsorstio alolcjr,aws) "..
<br />actions 311111 to 0311.1.h3s� IDF reteu.n or r ,
<br />0 , ,in us
<br />timovaPtufrom the Insle w hou the f a key,
<br />V n'l�.T'c.hhlc'�kevl'.cers.q�s�'rte(d or norm-51 orrveyn a :scue en� Th'e t1mpqrory
<br />a Qe�s,,,Er,,,,, :he, up ,�. hu�'l me r tc -
<br />Installation or closurit of storm h tt 50, d v as he � perml te? on
<br />IS ol of L storm. S,�gh evIcrs s a I not be require ,
<br />u�
<br />emerg1WA,ecocngTr.ap ris I
<br />re enl %AdreQ or tiw, e.
<br />lov
<br />When vertH reinforcement Is requt'd, ICF foundation watts shall have horizontal rVinforcement In accordance with this
<br />tion watts up to feet (2438 mm) In height shalt hove a minimum of one continuous No. 4 horizontal
<br />reinforcing barisplaced at 48 Inches (1219 mm) on center with one bar located within 12 Inches (305 mm) of the tqp of the
<br />story. ICIF ouVaton ortits then 8 t (2438 mm,)t In h0rt shitt h?ve minimum of co1yus Noc� 4
<br />c
<br />The Installation of wall. ties shcA( be as follows,
<br />1. The ends of watt ties sh OIL be embedded In mortar Joints, Watt tie ends shalt engage outer
<br />e ow units by at least )i Inch (123 mm),
<br />Table R503.2.1.1(1).
<br />R803.2.3 Installation,
<br />Zntuairp% ffl�oars shall In accordance with
<br />,4 wo.os J7Ints.T,t,*plprV
<br />Y.% betknaT`.&e.dRV9.3
<br />-
<br />kikbppiW�,�i*�-2�.�.ft,id"o�6.f-�di� slai()i-'anin .
<br />hipseld ..
<br />Nx1rist.los-itiplocirells. bipplibi,b.doll 3'soctf-'alm
<br />. " ,
<br />ecWon 0. . .
<br />op r is Ile such protect n Is pr ad at east one means of escckpealero.�P&. eTtYn
<br />nq off
<br />to lithig t d
<br />first ft,?,?,r
<br />hwati,
<br />greatig t 7,nor
<br />c a
<br />zonta reinforc ip or p ace at inches Ae4e mm) on can er w one or ace ad within 12 nches ( 0 mm) the
<br />Wire wall tles shalt be embedded at least 1% Inches (38 mm) Into the mortar bed of solid
<br />rs�vtprina for
<br />st, I QvTnstoggered
<br />To, ng or or Go r ng
<br />-
<br />Flimisall,kippitio'llerd 3(2V,aIrJ) 11-oc
<br />a
<br />or 9weltIF t spat b Id d The sions f a qwellicripolunit g
<br />)fp t of 1h;hdreL0.ng.icr
<br />j,W.oiXi,,, h�41,
<br />ng uni a a ss t
<br />I , Pin 15AZA
<br />u 1, 4i &
<br />tor
<br />of r Y.
<br />op the watt sto
<br />u
<br />masonry units or solid ted hollow units,
<br />r
<br />R807.1 Attic access,
<br />-
<br />, " l4.A-"t* dw .
<br />11 gt0gF
<br />.T ,*Ipgc .
<br />� R �), -
<br />13 '
<br />R404.4.6.3 Wall openings.
<br />2. Wait ties Shall not be bgent after being embedded In grout or mortar,
<br />In buildings with combustible calling or roof construction, an attic access otenIng shalt be provided to attic areas that
<br />e a vertical helght of 30 Inches (76 most or
<br />I
<br />`*saIes.hs.p1dl0'p- iwipi-xonsi) le-o.,"..oh.sise
<br />6. � 11
<br />3131 Smoke alorms,
<br />Vertical wait reinforcement required by Section R404.4.2, R404,4.3 or R404,4.4 that Isflnterrupted.b Ztcopenln
<br />Qddltonet vertical reinforcement of *Ke some size placed within 12 Inches (305 mm) a each side �t e pentus shall have
<br />SECTION R613
<br />EXTERIOR WINDOWS AND DOOR ASSEMBLIES
<br />GF
<br />greater,
<br />enin lissid.,sa.pi-, ad l3i -'alm
<br />n (96J2 m) mr e loc tiV In a �pltppcsy -1 _2MIML.adh
<br />,,g shall not be tg�is the Inch chesc (5 3 9 m m b
<br />nlmby 300�s __!Jp
<br />ss a location, A 3 ch m um un atic k1 1 4
<br />she I a prov ad b bpA. .rW 39sovsolly)
<br />Smoke alarms shalt be Installed In the following locatlools-
<br />R406,3,2 Below grade moisture barrier.
<br />a fil l vgrinth b1J%r-9r engosrel tehor fol.v, ton w is
<br />0 at to
<br />M,3.1 merat.
<br />hs sec on prescribes performance and construction requirements for exterior window systems Installed In watt systems,
<br />ca
<br />,sp.ce
<br />above the access opening, See Section M1305.1.3 for access requirements where macho I equipment Is located
<br />rt Vpe
<br />n Q Ics
<br />Itaile, loskil.11send tldai,4117) -
<br />i-
<br />1. In each steeping room.
<br />2, Outside each separate stee
<br />+ping area In the Immediate vicinity of the bedrooms.
<br />3. On each oddltlonaL story a t a closellin?, Including basements but not Including crawl spaces and uninhabitable Ott Ics.
<br />es m�dcs �n c pr)or
<br />gj�911�thlc�crlll
<br />ve
<br />1 ,�,5 gm),.WtXetWe�
<br />city �d ene In she I b appe edofwltv ocr esIve. l
<br />c ng. ris n t c��
<br />film shall be bonde
<br />.
<br />POLVV to the sheathing to f I fit or,%,, t d I vel Fhal be
<br />' a ' a f 'I
<br />'444 or Wityproct '
<br />WQ*erp
<br />wocifing, sooting and flashing systems are not Included In the scope of this section.
<br />16132 Performance.
<br />Ex�erl.o';clst.kr,dows 1, be designed to the design toods
<br />,point
<br />13-103.2 Details, plans and specifications.
<br />Plans bmitte
<br />I.Loroserpaillares.1-dol 3,U(Y,O.lm .
<br />-
<br />1 i'W'"I""'I"rell 3-101(7V.IM -
<br />I a ,oke oLar m
<br />y .r t .
<br />W door L 1, or dweLlinP unitf v Ith split evets a I without �n Interverd a -t�e ,cidjact,int levels, a
<br />rigs IS door �j ttr i evet is less T an one
<br />Li I lower tev?
<br />The ocijacen
<br />c , ,e.1r or m , a
<br />an g 10 vi pirl. ,.ever.
<br />�ins a I
<br />on _,reyur. e 'I
<br />. a "ARF.h ?s 4 mY kff.Lgw gra a in a
<br />. - a ttc Ne a s r p and
<br />. ' , , Infll,
<br />ii s '14AI. ,Je�
<br />ew*tf 's F 1 t 41
<br />Fk N77'. qot
<br />resist wind specified In Table R3012(2) adjusted for height
<br />ar� ocki.?
<br />an a a par .bye . P(�)
<br />with a csp� tql�,�fgor ?f1b%c1Ir lotions t
<br />tnlo s ecIf Q ns shall r So h1cab
<br />I I oils 0
<br />fyc ti �
<br />f1c it.
<br />� it ,W, germit., Energ , 0 1holl be made
<br />a a x
<br />calet co,11V
<br />9 V. ign In
<br />..." it, b.,d 2.101C31 '41.0im .
<br />---- --
<br />, SL proviat .1m
<br />% The ugp ,a, I Dr
<br />stt r
<br />u, . , etow t a up I
<br />,,a
<br />, .
<br />enr�'Ve we L. t er cover[ r r
<br />in
<br />a rl.le
<br />hi �e'ctE p I t( a
<br />tr , P P
<br />be d The at at le sa
<br />n ! 111":P�49"t a tend d t o? the wood
<br />'cur ment me late
<br />F§13.3 Exterior windows, p,ilding and patio gloss doors,
<br />ithe
<br />.i . gej)
<br />L I in I
<br />L. a TO u ef, I ik ; a prie re n
<br />d I t 4�, . , I
<br />In or I J m t . - .
<br />a E I'lette
<br />, saidlilikil .1 it � 1- rid mol-'sultm, . I
<br />en mo st cstorm iwVedclo Inslatted IoWn aR IndIvIclu sqolin gr� I.W.91 I. n 301 overlap or exltar,ld Mu -mr,graver u� c-r- s v s one oVing. set p and , r, ,d,y,t,n s ab� Titl I fli;Wk ' p r entIT and ep f 'the, bultal,nWand tr - n n 10- 2'spi
<br />u ons s Q ' flfei� ' "' c mLl& , g Iseftitutiss ehoteirs. w. wit
<br />9 � &W 11 .%, t).11K ".*.I,�* Tehi in etrols
<br />t
<br />en I r a I a �t wl� � t ali _g7S,V, . F. 2aai-,sultm
<br />sa c The alarm niae 11! The KI "' I Te t'n in " ,A su it' eg nte I
<br />vf SECTION R408 I ,art g
<br />a u qt vets with at( intervening oors c osed. 2 _ -c & W g I.! n 231seks,l�-
<br />0 0 mt dirltlfg unit the ojcsr;4e� due
<br />nn r I E.t I
<br />. .i IF
<br />n a aT a "' ."-a a - Dis n u a ��iclrt par d an I� .�Ioi % tested by an .,p,,,r. d I� :p a t t4rsting I III t d ;� a Labeled with
<br />" " ' ,
<br />n. Ds ur" c or. r. .. ,Alt �
<br />alarm shall be clearly audible In oil bedroomsd over bact c , in a, t �d 0 ?.hre h 2 'r I n n cc I . nc, 0 I I rl� -� or A .. I y!p, rims
<br />shalt PVI;A:12 and InstaLte In accordance with the provisions of this code and the household fire warnlng erfotcmanol occep once a IndI20l , a9cre' 41%h sifre' rem _ 5 I
<br />. .rR?
<br />Alt vq Re S ,� n a ?r a t� m rN �
<br />,9,�Ourig 'nro'W te in , v III - In n r
<br />"jor
<br />fj�
<br />l� ��4�
<br />.
<br />e p � n , nt , , nin_ . no . e s a a c a,
<br />,ok,� alarr or. ,I", iwl�oso n c .., .ns� . M1141valikot ki.alitit.ra.b.sof 2aacil-'alm
<br />vr
<br />s, I R408.1 Ventilation. sties"A"Nis, i i ,I., , , r to
<br />;�u,men provsons a I, .S. "N"', -98 or
<br />131.1 Alterations, repairs and additions. The under -floor s ottom of the floor joists and the earth under anyubullsoling (except ,,pace I d AN or TAS 202 (HVHZ shalt comply with TAS 202 utilizing ASTM E 1300 30ple'.11" -
<br />added or its. a c"Jle ASTM E 1300-02). NFIP 44 CF-R 60.3.c.5 -4113')
<br />When Interior alteratlons, repairs or additions requiring a permit occur, or when one or more ,stlee ilar) shalt be gr,?vlded with venVIcititin TemingfoottlrnuphetcognVon or Its or e or w Th m ,up lold.h.rxIlVeaftsibeallikeolialf"rail 181(21
<br />created In existin as required for new a ntlta Ion open gs s at not be lei � yore 1195I �or eac 1 m I Gloss trength- Detgrf flon ?,f toag, resist toads of produ tified In Alt foundation watts end other exterior watts below the base flood elevation (BFE) shalt be designed to prectude finished
<br />oo dweLlin sa,ping rooms are ,in 't such ventilating , - u 1 .il OC,ce of gin'st fKTAPVT319, f5lopes.1t,
<br />..
<br />a I m2 � (or cV1 she t be esigned a comply sel h living space and designed to have openings to Dillow unimpeded movement of flood water,
<br />p2s, the indIvIducl dwet(In? unit shalt be provided with smoke alarms toc: -floor space area, On ,
<br />dwel(Ingsi the smo e alarm shalt be Interconnect d and hard wired. of under a I Ice within 3 feet (914 mm) of each corner of said building, . a et. ings and construction must comply with WIP 44 CFR 60.3.c.5. Notes There should be a minimum of two 11,10III-Isil agAciiii)
<br />Exceptions, R408,2 Openings for under-ftoor ventilation. - -1 - 6jie 1111t.l. te poT,ry I bet f -111� 1, Proc;edurat Guide for the Window �,Ln ej,tl d N tlflcati n �ystem, h, on two separate watts. (I store Inch for every sluare foot, please provide calculations on pitons killailrairsed,srools.-.2"Aft.,lomm a(7,ITIM
<br />33, fir w nl ' e in " orty e tp:-x, (z c '4e `.*n'tWe" t?bet sruel;�re r,tbXt - rea.) Any cidoiltionat questions, pease consult the Coca OffIclots Guide to ImptementIng the Natlonot Flood
<br />the alterations or The minimum net area of verstficition ornings shall not be less than I square foot (0.0929 m2) for each square feet h I L me, cept.br % bit 1i or: r u a
<br />a I _& to AAMA 2% c
<br />1. Smoke alarms In existing areas shall not be required to be Interconnected and hard wired where orner of the us: tedualt d .qelr.l 1?1 rg!j11r?3d Genic of I
<br />Lltic, (100 m2) of under-ftoor space area. ne such ventilating orening shalt be within 3 feet (914 mm) of eachl5co . wo, fthc, t'repc� r A Ins (in
<br />wvg or calling fInIVes a n, ,�T4,st ce
<br />11 do not result I the ED JtP ege Is an voo ,,,�Wnr,,A�
<br />%Tvalh2g Icnotuer gin#41etestrus: urilou - - e� N . his eme
<br />reRwIr n e w der a D wyAos I I ow sl I ,( up ,ul�f
<br />r
<br />cr ,ce,f, loosement ova n n rcorintec nrAwT-Ro remo building, Ventilation open1hrWscshci(t be covered for their hec end width with any of the following materials provided that a n E. . a urs r, no orvea� by t e but ng a co. Prograriln Florida pages 5-16.
<br />or A 15rlor or essem as. Brick veneer must be Installed In compliance with the requirements of FBC Reslotential. section R703,7.2.1
<br />Pl shes, the least dimension overing shall not exceed 9 Inch (6.4 mm a
<br />A m7l�
<br />of Inte of t ght ), 11, .1
<br />2. Re I , Perforated sheet metal plates not less then 0.070 inch (1.8 mm) thick. Mrt.,r3,R(
<br />pairs to the exterior surfaces of dwellings are exempt from the requirements of this section, kxle .jrroccLss mail t 'r R 13.3tK R613.14 Call be tested for, 7rili�t,ufal Inte,RrIty In aj.ror-c1cs7Fe with New to existing connection detall Is required and must comply with the requirements of F3C Residential 2004 Section 7ill 2-itapram
<br />4.6i t , d I I I a 0 tin or 4, R602 or R606. -
<br />I ' � . II n , er wulled A'dilst'soahisce tio'go"
<br />. cf �t,
<br />ope
<br />n, the required smoke atorms shall receive their prImary power from the building wIrIn% when such wIrIng 3. Cast Iron grills or grQtlng, m, %. age,
<br />Is served from Q commercial source, and when syrImory po " !R Ve 1. rd imIN(V'10139s)
<br />W,�F� ad �� tt, , ' . ( c
<br />r '
<br />,eo t roc . '�ifh 5smA r1A F� ,ell-ttW&W,siettle i 1W1rr'bfor)9egt9 I
<br />G�J�v
<br />rma�?
<br />e. 2. Expanded sheet metal plates not Less then 0.047 Inch (1.2 mm) thick, c2 So Is I n' 'T ,p a wu I r ( I
<br />" ,
<br />I I t t 1, shalt receive power from a atterl. WIrInR sh0tl 4. Extruded 11al-beariol � Fma 'Dan . Rtm. ee 'o . J`r'Qe-r'S,cRi,, R, p I I? Y
<br />" T nTFrrreuJul a 'let
<br />a
<br />shall 5 ze . Ilfgs g,q� mini eiis. Q ut,tl In T9te R613.4 13-610,1.ABC.3.5.2 Air-hancillng units, - V.M
<br />. u
<br />,, lnd�e
<br />6. Corrosion -resistant wire mesh, with -the (east dimension being 1/8 inch (3.2 rom). gr resInsh or me .1111C)t
<br />v. �
<br />K twhL.rn thcs red rotection, Smok term , .mln9l, ,n . ,T.t%7tFr.,G,,y S
<br />at?
<br />. St
<br />. a ,h brick v
<br />be per"One tt,nl thout a disconnectln% split Ill at e, I M89 mm) wire or heavler. .
<br />I It 0,ou 5. Hardware c a In f 5 Inch "t 3
<br />tt.r clu 0,
<br />d c 4: - I
<br />be e7lbotte ll�? InRlgy� gs or h commercial power or In buildings that un 4 .V; , es e 5 a ter �' limited to 306.3,2 Air-hanciting unIts. lRadlu Is wintro.fmisit 3-aigst-vim
<br />Ile Aructura men ers man alnoVe so a �rofVe a etsa
<br />ergo , , ,T,t��h esqe
<br />alipperatlon type and be
<br />ermr e a .,W,togercsted .hT Iniij. . AIr-hGM1;PvunIts shoU be allowed In residential attics If the following conditions ore met. Kfti.IDIAI.t.l.k.l�'�QgWdtplko I 3,1101g,CtF)
<br />alt4ticin's, repaIrs or a as regulate by Is. an i. Exceptions, 1%fg,j,,w ere frome, par s Th
<br />SECTION R319 a y ctlmQtic conditions, ventilation openings to the outdoors Ore not required If ventilation openings tI I proRe cl�grs she knNJT7;XgMkc,r08deterTjRQW cg�Fpr
<br />sf 1. Ice patnoill, of the equ
<br />G� it altratm r4wt r uniform static air pressure .Ipment Is located within 6 feet (1829 mm) feet of an attic access.
<br />PROTECTION AGAINST DECAY ter g LrT co Ory rgapgj gg! 2. A device Is In it
<br />,I.in -spa or ad to atert the owner or shut the unit down when the condensation drain Is not working property.
<br />r are provided. u cqor once wit
<br />R319.1 Location required, The total area of ventilation ope.nin be reclu�eV to 1/1,100 of thil? under-ftoor 9,rea where the wound s c TiNsa) exte 3. The attic access opening Is of sufficient size to reptace the air handler.
<br />a us o; one T In enrgl?nreedrgor assemiDlIes shalt be tested by an approved testing laboratory or be engineered In 4. A notice Is gzt
<br />r raV. , � ,ad on t a electric servlcelnptan*t Indicating to the homeowner that the air handier Is located In the attic,
<br />a damou as established b4 Ta�li R301.2(l), the t6nsSj,htt� re?ulEl ,2o �- agor reta arm�Kterial an, he requred oRenings are placed so as to provi a crossyvien 11ors c rynce w It accepted ng practices, Sold notice be In Ott capitals, in 16-po type, with the title and first paragraph In boddi TA ELE 102.2, 1 Kontrad FA STERIP SCHEEM EFT STPLUIRA I NEW EFS
<br />r a f (IOX12PA11a , % t�%,uj� , f , , rr K
<br />.sv
<br />oV
<br />ca pa a gra e of mber, il?h ' ' C99, C24 a he i�pocge, he atyo of opera le louvers shalt not be prohlb ed. ggl:?4 ,
<br />.
<br />CEIR, C3L, C33, Pl, P2 and P3, or clecay- d, black locust, or ce�nlrs,' 3. under Flo pply plenums for distribution of heated and cooled air shalt comply with the gr va 9A�XVAg, c tltlgg��%r?#eS5
<br />M b i :0,R
<br />t ,cdtiral ftopr when close.r.thon k8 ,F2�t i%v*%WInVdeNe*r'88�P oTerengineer
<br />' ,Jnches (457 mm) fr wo?d glrd.Irg when cl9ser ection M1601,9. y0rtV&%q8&'1ord%S`-&r`6 ' P � 'Ir ' AIAUY�N IENT, AND ECONOMIC
<br />-hWo% )o'lt,s ,ol'305 mm) to a expose groun In craw spaces or In xcovo a area located pithin he per p ery of the 4. Ventilation openings are not re Ired where continuously operated mechanical. ventRatkin Is provided at a rate of 1.0 cfm s iP&yVAgI _W IN McpVT1111101' MCPFTI:#I0FRSTEEIEp`
<br />_ or
<br />� a sapted engIneerng prac as. Apfofik We J. Ifft&�YK%J%.
<br />(T,u r �& At - 2hEbk�SThRiAiERUI��'&G4�NEPRlf%'F%R�EE'C
<br />0 r c,T,nj
<br />on. ,k -floor space floor area and ground surface Is covered with an llp�! %ror'.m.. q I . YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR B13TH OF THE FOLLOWING, 1) A DEVICE THAT WILL ALERT YOU WHEN THE Bill
<br />(10 m2) for eac 50 sure feet 2 L/s) of under A 'Nep i , t of�o Qt-Wc '9gol s,oep b I. I t tol Faction 5613.3 sgtth,�,jjpe, ti to
<br />er th t t on xterior foundation wells and are less than 8 Inches Vry f ento . r ,
<br />frctm�n cf a Mncr 1, ,,Ierl r T&sug cic c 1.0% ULTEF14LS We
<br />Xroved vapor retarder materlat,the , a
<br />a tor er material. s % il� a Sel lom.wq OcIn
<br />4g memb , & N N a ge to, IV
<br />&T m�m7os ,.-,;,f;-- 'So � .yrb gmcgsteg pnd r, t1ra . , �or anc IN IS NOT WORKING PROPERLY OR 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN
<br />e ,
<br />w an d or ossem ties s o a Ofac
<br />st . it I
<br />a a gr 5. Ventilation openin - I I d the erl ate it I s I ted t R-5 f IN an -- chieve kJ,,VRJ IJRRKMG.,,TA.J,161'r�fgl,CV��,.p6MAg�,,Ib_XOUR_HQME,.PI4 WHEN THE CEINDENSAT113N BRAIN
<br />.9,s ore not required when the ground surface Is covered with on op � .P T
<br />3 $lilts and sleepers on 9L c ncre a or masonry stab that Is In direct contact with the ground unless separated from such Is s it i I E" I, I . . J1 Al,�OUL WRVP-T1QN,UE�--SERVICE, IT IS RECOMMENDED THAT YOU i �
<br />sto by on impe via s me ture barrier. 5 upp a or co one a r art p m r we s are n u a 0 or or or , or en ra R613,5 WIndborne debris protection.
<br />4 , The ends of wood girders entering exterior masonry or concrete welts having clearances of less then 0.5 Inch (12,7 mm) a ouh Florida.
<br />on R4083 Access. 1?613.%�ghorage methods,
<br />5. vIng a clearance of less than 6 Inches (152 mm) l vided to Ott under -floor spaces, Access openings throu
<br />6gh the floor shalt be a minimum of IS Inches by Spec ca on-
<br />fr 24 Inches (457 mm by 610 mm). Openinr through a perimeter watt shalt be 11 Inches by 24 Inches (407 mm by 610 mm). When any R613.9.1 �nchorin
<br />c 2 requIremFr
<br />ey'
<br />6. 1; that,ore 1xposed, Jo thl? prepther, such as ugh watt ac,5ess s below grade an areaway of not less than 16 Inches by 24 ln�hes ("407 mm by 610 mm) the es?,n pres urep Sped , Substitute anchoring systems used for substrates not specified by the feriestratlon
<br />co D on mpervous mos ure barrier. all be pro Ided, The bottom a the arection% sh�[( be Low f thrsPo fr the access openlen&r hrou,r reprolhl Q 'cge,ss m nufac surer shall r de equal or greater anchoring performance as demonstrated by occepted engineering practice.
<br />7. a t ntfwrek:;i of e r � I. ,potJoeunt ce 0 ?a a . wher e . n7c
<br />, t ocativIounder a door a t a res�len . ?ee MI access requi m R&613.6.2 Masonry, concrete or other structural substrate,
<br />applp a xtirliandriwer,%rwInlIgs s?trIps al, . a der ors. or uc� thIckne han Dd Inches; (38 mr,j� Jpdow anV.
<br />co a% �e th we �l n
<br />. d7o.rr le 1
<br />me or L� Isis c. it Is less
<br />or ro��. Tj?le4,, ,. ,cccir, ,,,a or e m
<br />qh� I I c .. 1.
<br />T met i I d , or 7. 'r 11 TO fm�WPP Onle
<br />SECTION 1911 h�llma' u ely ��
<br />R3 Aq ear r I a fis.�. %ec soVr1,c$nT-ete a War struf,tural su�s a a '
<br />rw L
<br />A In ii a u
<br />Alt as In endec� h n acooigcimn.c� hall �j MINIMUM SLAB PROVISIONS erw a a IS hf, I r�cs d �e ,1,1 er or a a o 1, e iinclow � r m e s u,qi 4pport W the
<br />I IT, t n , a u Pel in a
<br />IT, t I I )r
<br />c Vor, �cp
<br />use,t .c p far tr umte 1911.1 General. cZe s pro �p 5
<br />QR eve or con uous y Sul merge res e er. e a un a. d ge . IT, jj�' 1:ex, c e , mg..e�ut�,cc, ell cige spur,tJ,geln 4 Von" " I? cc, I a (I
<br />�� m ,�p .
<br />e to. ,c r.p,
<br />r a a up (;.b .�I. g p C' .$eroc�o.�d' rome IllendwincRPw or door
<br />e -hicat areas, _t k� r am a efos t7N osus "sn5lost ate.
<br />R319.12 Geogrop 41g O%g,ln,f ). 99 I .
<br />. ch �?gjret'j f(jor galas supirrtedtolluc% cr the round shalt not lca� les% the 3% cZes 1.11,? C.m pen rig
<br />I , a it f Inlcl�
<br />_
<br />Apt mm) po yet ytene vQ . . r re or er joint lopped not less han e, lidnm ish &ced
<br />cl�robie or p, ss.uf,e calyely treated ..ad .h,il be used f th tIorp of wood a wood buck thIcknegs IS49 TIc to h it �e secu5e!,v, fisler
<br />is he mason, co,T q ,rd la traFfAr 1w9 -�o.to
<br />I conles, porches or smIlor germane gAmA-Per h beyon a rier or ace � e
<br />or%s .? or; b'u?('dt r' uch u oor stab, or other approved equivalent methods or ,,hv (3
<br />Wg� r he s uc urat supp busge.r.v . mate cf
<br />shalt be usecito retard apor transmission through the floor stab. ,,r te or o,-n Vr. ,K le ,6 n
<br />orr � L, aw a %c,� h "' a main r lam cIP or silb ram,, -am
<br />. pd ,
<br />_c I ic Irallon..,
<br />a surface or at oints between pep Exception, A vapor retarder Is not required Vr-& r 3e t I a ,, �) ; F wrlufas tisin ant 1,��
<br />'r , i th
<br />mem o the weather ol olde 7,m a roof-, eav( or other covering that I a' I a.
<br />n � ... � I c . r -
<br />nding an local experience, .j I IS Go , J, tWcg. In ow or, Fr &g9or
<br />would ,frevent moisture or water accumulat on Ve a I c . , urers ,
<br />uch am tor. m.getriclude- 8 a a erw f d ob I ten fXon a In orlor t A,
<br />5 z , ontal rs such as girders, joists and decking. t e frame �,g"' ' p, x I , .a
<br />1 ,6, ,a -3 as applicable In Section 101.2, such as garages, utility i . M 1 itv. �
<br />m 1. For detached structures acces,sory,,to occupancies In Group R ro
<br />of� 5e&t'�
<br />,:�s . Ice 1,joe 1�1:
<br />2. Vertical members such as posts, pates and columns. buildings or other unheated fac r (r ss " te a on �Irn&s,per, TI csds,t�occt e a and Gg'% e f n a
<br />out; P
<br />1. H title � E a ads. nNotres1kelf%e provrdesT a ,w rom e wIn 11, w or
<br />s 'c" tr sug a n Via .
<br />3. Both horizontal and vertical members. 2. For unheated storage rooms havIng on area of less than 70 square feet (6.5 m2) and carports attached to occupancies a .e.Usys cio`W .socure woo .
<br />.
<br />R319.1.3 Posts, poles and columns. ble In Section 101.2. RMII,3�643tWrM or other OF
<br />onved framing material,
<br />he raming materd Is wood or thertir or n oT an
<br />pmns nscu rt.1n&xperXVer4.struqures a mbeled n concrete In drl%5t tiftd with the 3. For buildings of other occu�ancles where migration of moisture through the slab from below wit[ not be detrimental to rroved framing material, I ol III t loor assemblies shalt bq anchorrd
<br />I n,ft III r, r t V I � d rlt� t�e ro4nktf4UtuioFr7s
<br />o ' ggifor . .. a .a . or at M I am S ""s I In etoo fi�oocge oll ow
<br />ps p% or
<br />nspi;
<br />r.v. ,� W
<br />ru do m co a pressure preserva ve y spe a wood suitable the Intended occupancy of he thI; h V I f kre.er �
<br />r r r q AmlthV
<br />a building. a I ,a rommi,ti apu, - 6 c k I (
<br />r ground con ac use. Rup .1 nesQ Ion ns r% 1 I m
<br />m cV t s ITT
<br />.
<br />t , MOT e cL5 m a
<br />. 19 a f. ,Jes(
<br />,
<br />4. For driveways, walks, paticis and other ftatwork which will not be enclosed at a toter date. a a q neV c� a a a Owl (Im a cluds. n - - b e&
<br />I g IQ
<br />t p
<br />r C pf, a
<br />R319.L4 Wood cotumng, .P Ife, cX
<br />Wood columns shalt approved wood of natural decoy resistance or approved pressure preservatively treated wood, 5. Where cipprov d loosed on local site conditions, Multrame a a ie r ��rwopermglvsu s ra .
<br />1911.2 Joints. R613.7 Ions ccurring een In Iduat window and gloss door assemblies.
<br />Exceptionsi R613.7.1 Mullions.
<br />1. Posts or columns which are either exposed to the weather or tocated In basements or cellars, sup i Concrete stabs on ground shall be provided with Joints In accordance with ACI 224.3R or other approved methods. Joints Mulct:lgornja othe t�n ,All I tp r� ctovwelgl 1.�,gcd, r tefted oLgktabeted
<br />�,T
<br />lace & ' On 7 ja a 9 ,rosse
<br />th c 31
<br />ac . I F_ t7on ' ..0 so 'i as
<br />metal pedestals proitcting I Inch (25,4 mm) aboyr the floor ,Y,.r finished grade and 6 Inches (152 mm) a ve exposed earth, shalt be designed by an architect or engineer. n, I% ,titIE,rt of r V !A E d ,1n
<br />r c I .,Fltif q �, s cr elipr -1
<br />a roved mpervious me sture barrier. occe� an pQePormonce cr r a . ! yf.l Ij.5,
<br />, .,pr A
<br />mcpV6lV.1A
<br />Exce ,Dpteer.np proc ce. me a se a ''
<br />aptloni Joints ore not required In unreInforced plain concrete slobs on ground or In stabs for one- and two-family c2e Loa rogs er.
<br />2. Posts or columns in enclosed drawl spaces or unexcovated areas located within the periphery of the building, supported r -
<br />at a h MU�. .
<br />te pWr or metal pedestal eight greater than 8 Inches (203mm) from exposed ground, are separated close ngs complying with one of the following cins shgti be esigned to transfer the design pressure Loads applied by the window and door assemblies to the rough
<br />r from by on Impervious moisture barrier. 1. Concrete stabs on ground contolnIng synthetic fiber reinforcement. Fiber Lengths and dosage amounts shall comply with opening su sVote,
<br />R319.2 Quality mark. one of the followln R6&1�'.7,3 Dgfjrc�lon.
<br />'a ,., a n oil K . able V rt�)F.,tpg the desiRn grersu,. P%(g a,pj?,1,Ied �y the window and door assemblies to be supported
<br />.c r
<br />Lumber and plywood required to be pressure presery ti riti, treated I accordance with Section R3191 shatt bear the quality (1) Fiber Lengths shall %a 1/2 Inch to 2 Inches (13 to 51 mm) In length. Dosage amounts shalt be from 0.75 to 1.5 pounds per oll houl 5PIec'tln�"gre t on 7 , where L I t e span a m on n Inches,
<br />gd Irnectlon age n �Ins In4ingtig.upervIsl n, t VIr4% and Inr ectin ve;4hXm0uptIkt cubic yard (0,45 to 0,89 kg/m3) In accordance with the mcinufacturef"?s recommendations. Synthetic fibers shalt comply with R613.7.4 Structural safety factor,
<br />,r
<br />a that moll t rp
<br />emen c t? of the
<br />a as a y an accre tQtfcn 0 y tl r a requ s a rco Lumber ASTM IS 1116. The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested -by the Mullions shalt be capable of resisting a toad of 1.5 times the deslqn liyssure toads ap led �z the window and door
<br />grainclard Committee treated wood program, building ofFiclati or, assemblies to be supported without exceedln%the �fproprNtre me er stress L,.tvels, tes ad by an approved laborato
<br />R319.2.1 Required Information. a d I 6 ?f rg,
<br />The required quallty mark on each piece of pressure preservativety treated lumber or plywood shQtt contain the (2) Fiberfreongth shalt be from 1/2 Inch to 2 Inches (13 mm to 51 mm> In length, monofltament or fibrillated. Dosage amounts the 1.5 times the design pressure to d shot( a sus alne 10 seconds, and t errmanent deF6rmatlan shalt not excess
<br />shalt be er cubic yard (0.30 to 0,89 kg/m3) to achieve minimum 40 percent reduction of plastic f mullion span after the 1.5 times design pressure toad Is remove .
<br />foLlowin,? Informatloni .
<br />.,
<br />h. Wentfigatlon of t�e treating plant. s a control nix In accordance with ICBO AC32. Independent test results using minimum R802,1 Identification.
<br />IKpemof preservx ve. six (6) test specimens shall be provided to the building official showing compliance with ICBC1 A32, Synthetic fiber shalt
<br />3: T insion lumber for rafters, trusses and ceiling joists shall be Identified b,y a grade mark of a lumber
<br />a tive retention. with ASTM C1116, PQryroph 413, Ty a III. The manufacturer or supplier shalt provide certification of compliance with ASTM gracing or Inspection agency oved .b. hat comp, les with DOC PS 20. In Lieu of a
<br />o+p
<br />4. End use for which the product pe: treated, C1116 when requeste by building f1clot. _ that has beeneyr yean accreditation body t
<br />mark a certlflc%te of Inspection Issu y a lu r gracing or inspection agency meeting the requirements of this
<br />5. tonclard to which the product we treated. 2. Concrete stabs on ground containing 6x6 W1.4 ? WI.4 welded wire reinforcement fabric located In the middle to the ir.at'n shult be accep eel,
<br />6. Identity of the o,,Fproved Inspection agency, i h tab. Welded wire reinforcement Fabric shalt be syfported with approved materials or su?ports at �p�uper,`gs R80211 Blocking.
<br />� Thpetclesion0tion i rry,? If �pptic:abte. te et - s
<br />xf ) III a e' f e (914 mm) or In accordance with the manufacturer s specifications, Welded plain wire rein orcement f obrIc Blocking shalt be a minimum of utility grade lumber.
<br />a on
<br />, .1 m I VS on tum er In Pan � Inch (25.4 mm) morilt thIckgg r less 1han romIncit � Inch log 5 In,5he f t rcexcecrate3 .hati 95, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, or R80212 End -jointed lumber.
<br />. , I IsEf4s 'Lftrr r cf
<br />-- �mm)'or 2 Inches by 4.ccses ( I mm, byl.102 mm) or umber mm) or ass n Lengt shalt a app le -41nt
<br />b5istamplKg the faces of exterior pl e or by end be(Ing not Less than 25 percent of the pieces of a bundled unit. Concrete Reinforcement, ARR,roved end ed, liv�er Idenspifle by a d mark conforming to Section R802.1 may be used Interchangeably with
<br />e ec?
<br />Is and v
<br />racr
<br />R 9.3 Fasteners. R502.1 Identification, same IS a.
<br />F hm R802.1.3.1
<br />hall be of hot-ollipped galvanized steel, stainless oad-bearing dimensioni.lu.ber for lists, beams and girders shall. be Identified a lumber gracing or -ret Laine't"Arecited lumber and wood structural panels shoLl be labeled. The label shalt contain-
<br />pper. ec 11fol eonc s been . proved b Fire Groan
<br />e tl n t b Y an accreclitotlon ,bodx that comptl s poll h S 2 . In lieu of iracle mark, 1. The Identification mark of an approved agency In accordance with Section 1703.5 of the Florida Building Code, Building.
<br />P320.1,8 g ert T a f Yinspection Issued ry a tum er groding or Irispe tie agency meeting the requirements of this s ction shalt 't
<br />t
<br />I aI 2 Identification of the �rreetao In manufacturer.
<br />l=rvastively treated lumber.
<br />, accePr Lrog
<br />if Q rulwt 3: The name of the fire Dint treatment,
<br />, .yel Urmiti, s a woV treatment Is uiel for suloterrilintan termite prevent
<br />�, C . �d$ f?r.1u(oted ?nd registered � , . R 2.1.1
<br />( ,
<br />ul mu3J A. do pp icpp Apvllc�t or of t a wood treotmen ermiticide she I a as required by I&LU'll
<br />ete ;V71
<br />Iryt cps for tusne., an s be com or a Ina building approval. Presservativety, treated dimension lumber shalt Qtso be Identified as required by Section R3191. 4 The species of wood treated,
<br />3 ,2 enetra ,a R50212 Blocking and subfloorl S. Flame spread and smoke developed rating.
<br />, "WRIty grade lumber. SubfLooring may be a minimum of utility grade lumber or No. 4 common
<br />metallic I I 3fSemetI;%*I�p concrete 11alo-on- u
<br />xode floors shall not be �f celtutost-cont in% Blcg�ln%osha 1, Ue a minimum of 6. Method drying after treatment.
<br />. r ar4s
<br />mate :so trutment nl� upreT r su er cinean terml e prot tion, shalt receive appticck Ion of a ermItIcIlle 9 7. Conformance with appropirlate standards In accordance with Sections R802.1.3.2 through R802.1.3.5.
<br />eeve p Pa.
<br />annu a Do, R50k1sG -i te lumber. S. For FRTW e,x oF a 0.,:thecr Memo g8r9wet location, the words ?No Increase In the listed classification when subjected
<br />Rdover
<br />an 2
<br />oln d cp
<br />c crd t ie AS,
<br />R320.3 Cte�nlng. Ag m er!eof lymber ldentlfle� by a rd mark conforming to Section R501.2 may be used Interchangeably with to the Stan or Rein 8).
<br />Tot , 3
<br />,
<br />Cells and cavities in masonry units and air Reps qetween brick ston s .Fpsoces an ra a. R802.1.3.2 Strength adjustments.
<br />ts
<br />-containing material prior to -jots s. a
<br />cleaned of all nonpreservative treated or crinct. uratly durable woo , or at er cellulose R50214 Prefabricated wood I . r1d, val Ified In Section FSO,J� 5ha� Pe ..
<br />_ n
<br />co I
<br />or
<br />a ' '� su
<br />Excqp%i Iporg D , r Su.1,ed f9F(ch"%eke,
<br />concrete placement. Structural co?,acitles %nd ggsign provisions for prefabricated wood I -joists shalt be established and monitored In Il ' r�v?Ae mAre-oreTorKneV -9,'eoLT'dww a
<br />$y2th C I ( .,cfllc materioL manufactur I for closjn� crIts In folr
<br />,%otIon.co,�qreJe m on nst accordance wl h ASTM 50 . ' a §Wy 'To (Ac a ood
<br />'
<br />reo,%s
<br />menV I unit r$p
<br />n a �l vo CIS be a s ab level a ore sarm e s pe ormeg.iction or clean 1 . .
<br />r a e e c, c pnc I. d R 32.1
<br />a
<br />0.4 amp ,V
<br />. b R50215 Structural glued laminated timbers, 02 -
<br />"Pre-shl ehe a i
<br />,ne I it be s cteld 1(;:ojgegebc*o,nrc1,g edp&,*Lt,1wst equal to thl totat thlf,knfss gf the Glued laminated timbers shalt be manufactured and Identified as required In AITC A190.1 and ASTM D 3737. f
<br />gPlcc�: ssloorr',ee Gorr oot4rr veneer, whch Is p=edtIn ra .w re�e nis ton. No supplemen at concre a oun atlon R502.2 Design and construction, T I f I and exposure to hi nd high
<br />pours which will create a hidden cold joint shalt be used without supplemental tr ilatment In the foundation unless there Is and constructed In accordance with the provisions of this chapter, Figure R502.2 and Sections h �mlcl e d pk�woocl shalt be citerrilined in accordance with
<br />o.so ns TM
<br />on approved physical barrier. An approved physical barrier shalt be totted from below the wait slit plate or first R nd 20 or In accordance with AF&PA/NDS. A D d ? mmimum toac n
<br />JP . � . . ow a.
<br />d w�g,99TONu1�1Pka'Actmoarns &sh
<br />I
<br />block course horizontally to embed In a mortar Joint. If masonry veneer extends below grade, a termite protective UO2 e . . a isr r
<br />e�2.1 Decks. er
<br />a applied to the covIty created between the veneer and the foundQtldn, In lieu of Q physical barrier. e hment tocin exterior wall, decks shalt be positively anchored to the I t t and 1,802 .. 1 3. 2 .......... 2 . reatmerr�eac u
<br />Exception- Veneer supported by Q shelf angle or lintel secured to the foundation sidepicill In accordance with ACI 530/ASCE lo-ep.9rd . a- � th X tlfcs� an era s as onticable. Su..qh,, cktta m lshed,yb G�ht use
<br />r o ec a a po ve connec Ion to e prime ure c a ver?fled at,ient and th me,t 9 after tricitgent
<br />. �p
<br />� T
<br />�! wItW
<br />rell IW
<br />5/TMS 402, provided at least a 6-Inch (152 mm) clear Inspection space of the foundation sIdeps exterior exist between er is r ed
<br />. tr
<br />, Po tdr&
<br />T gt
<br />Landscaping component, deck, apron, porch, walk or any during Insptction, d k h It b If-supgortIng, For decks with contilevered fr�4ng meh,�,ers, conne.ctin to e=Ior to empera ures an h ]dLtp-s on he attowa�,I% ,,gn prpXert or, n -treated um er s Ott be
<br />c s a n tiF, I� b e1A DFW,re',hat be used to develp
<br />t4f,ePnSK %%dec1PWyP%dThs:%rA4 If'oPo9dIpAq Th-?tA'rus:Tdw""c we Is .?,r ot a � 4 termin S y
<br />s ir fr.gnp.smemjer.e KIL In I d and ,q?,nstr .p modification
<br />s ,�cted to resist up( resuling from t e u live de d accordance wit AS M D 5664. The test a a develope A
<br />reservatively treated and naturally resistant wood. pecifed In oble 0 .5 ac Ing on -%a ceantfegvne'red par on a the deck. ted Item ernatures and humidity In acc9rdance, with on roved
<br />cap
<br />a R502.3 Allowable joist spans. me hod of Investigation. Each manufacturer shalt publish the madf tie factors for service at tempero,tures of anpopt less
<br />d ced r shalt be considered termite resistant. Prbe,ssure preservatIvety treated wood than 80*F (26.7*0 and for roof framing. The roof' framing modification factors shall take into consideration the
<br />woV hcs,LLt4ot te used as a phys arrle�aun as a rrIer can be Inspected for any Spans For floor joists shalt be In occorPoLpce with Tables R502.3.1<1) and R502,34(2), For other grades end species and for climatological. location.
<br />sIge o1c%I. b
<br />1h ou side edges and J n s at a rrIers other loading conditions, refer to the A & A Span Tables for Joists orld Rafters. R802.1.3.3 Exposure to weather,
<br />R320.5.1 Field treatment, R502,31 Steeping areas and attic joists.
<br />Field cut ends notches and drilled holes of pressure preservativety treated wood shoLl be retreated In the field In Tobke R502.3.1(1) shalt be utilized to determine the maximum allowable span of floor licilsts that support steeping areas and Where fire-retQrdant-treated wood Is exposed to weather or damp or wet kocatlon shalt be Identified as 'Exterlor' to
<br />. Indicate there Is no Increase In the listed flame spread Inclsex as defined In Section 2 .3 when subjected to ASTM 1) 2898.
<br />accordance Ill AWPA M4. attict th t ,aLr bolt.l.
<br />nj %qe�se
<br />sT by means gf a fixed stalrory,or il%n,, Iva load does not exceed 30 psf
<br />C ovide Ing joists that s
<br />'�J) gn d
<br />lic protection. (1�� N/ R802.1.3.4 Interior applications,
<br />,s ead too does not ; (9411NA!ie). It upport
<br />. u zed or Iml a storage or no storag elc� G419 ?94a ngr r
<br />?,otrsty , I a e . .It be gete,;Ined In Qccor ancowor oofR991
<br />( 4en,e, �otylso� onurate "uothlr fo?m ptastics shosit ,nV �e ln�tattaedcon the extilirlor face a n .4� 1 t � fl t dant-treoted wood shQtt have a m a stet In acmdonce
<br />Ic �(
<br />1 I i TM Slag, F
<br />- , &
<br />. o
<br />or un er In r or or ex er, or oun a on we s or stab fo nda cns ocated below gra a, he c ear n a between team R502.3.2 Other floor joists. wit ,a ed�k .., ,per Liftive m,. 11r, Interior t.e-reto,r9ont-tr::,)ed w1d s �tlpee ts�;11 III,
<br />I I
<br />a,
<br />ct�oq r,, R%%I�f esgnate as y
<br />Table R502.3,1(2) shalt be utilized to determine the maximum allowable span of floor joists that support attareas of the Jc! Qrce wl h ... ntF or 'et. a
<br />n doe ,SS 2 _ Z,y a A a
<br />c,or a',
<br />Nations, a , 8ke?'1p'r9o2v salons a s sec Ion.
<br />plastics Installed above grade and exposed earth shall be at least 6 Inches (152 mm). 11 - w
<br />t d '52.1.3.5 M e mc'
<br />elts, floors, ceilings and roofs Ore entirely of noncombustible materials or building, other than steeping and attics,j)rovi ed that the design live load does not exceed 40 psf (1.92 kN/m2) and the RB olstur content.
<br />1, u clings where t�e f , design dead does not exceed 10 psf (0.4 kN/m2).
<br />e ve y rea e wood. Ire-retcirclant-Irea t �e dried t� a m I � t nit f 19 t (,7stbor Igmber and 15 t
<br />c ' Je$t 7
<br />is uUn e'ar 7 DO' ,151;latt not
<br />Wh n In �ddltlon ,�o the req i he foam plastic and R502.3.3 Floor cantilevers,, fless f w d r , I. penr a use, - roo B E I k 4
<br />V 1� fher tee s as r,] a
<br />. t .�
<br />rts g or w
<br />r t,o 'W n dry n% a umber on p ywood sub : or
<br />v a a .
<br />9t a j: Floor cantilever Sports t not exceed the nomInat depth of the wood floor joist. Floor cantilevers construc,led In �ceeTr,,,F i
<br />.. �
<br />.. R I
<br />d on 1. . .2 or tumb r,
<br />. On the Interior side of basement watts, accudance with Table 4163(l) shall be permitted when su -frame bearing watt an RIT4 Structur'L glued laminated timbers.
<br />I. . pportIng a tight # roof ear
<br />R22211 con levers supporting an exterior balcony are permitted to be co structed in accordance with able R5%2'�:3<'l ). a
<br />new single-family houses, duplexes, triplexes, condominiums end townhouses shalt provide at Least one bathroom, Located R502.5 Allowable girder spans. Glued laminated anufactured and Identified as required In AITC A190.1 and ASTM D 3737.
<br />maximum possible privacy, where bathrooms are provided on habitable grade Levels, with a door that has a 29-Inch (737 mm) The allowable spans of girders fabricated of dimension lumber shoti. not exceed the values set forth In Tables R802.2 Design and construction.
<br />clear opening. However, If only a toilet room Is provided at grade Level, such toilet rooms shalt have a clear opening of R502.5(l) and R502.5(2). Roof-celtings shalt be designed and constructed In accordance with the provisions of this chapter and Figres R606.10(l)
<br />not Less than 29 Inches (737 mm). or In accordance with AFPA/NDS. Components of roof-cellIngs shalt be fastened In accordance with Table 02.30).
<br />NOUNDATIONS SECTION R401 athing. R802.3 Framing cletalls.
<br />ceptions, Maximum allowable spans for lumber used as floor sheathing sheik conform to Tables R503.1, R503.2.1.1(1) and R503.21](2). ftersg�ctlt be fromeUg rlMe ba ach other with a pu%set plate as a tie. R a at least
<br />I ctrol orto r
<br />R401.1 Application. R50311 End Joints. 1-1 n r f the rafter.
<br />ounckttlon End Joints In Lumber used as suloflooring shalt occur over supports unless end -matched lumber Is used, In which case each a nch (51 mm) nominal thckrr,ss and not tesr In deqth an the cut end of
<br />Thecgrlslon,f V this chapter shalt control the design and construction of the foundation and fl 1�e rafter, Hip'and volley rafters shall be supported at the ridge by a race to a bear ng par ItIon or In d I d t
<br />L l at least two joists, Suleflooring may be emitted when joist spacing does not exceed 16 Inches (406 mm) �a - a a. er"
<br />tpoid so or ulidInQs, and a I -Inch (25.4 mm) nominal tongue -and -groove wood strip flooring Is applied perpe dicular to the joists, r p,.I,)4T.yhere strif rr..?fEip�Itch cIs t,jg, th,ln three I qnsu t.o
<br />cAAnits ry
<br />crrtigat Ir ,
<br />-it be designed and Installed tehm te , supp an ce g jo sts, s as ge eams Ips and
<br />oo at ,I I%lr'ebructeen�'selore-Scifslfrtuoc.-%dLr'a,t m %
<br />f undatlons she In accordance with AF&PA Report No, 7 (see Section R301.211). orr,y.nT. I, p
<br />1. The provisions of this chapter shalt be permitted to be used for wood foundations only In the SECTION R506 valleys, shot be designed as 6eams.
<br />following situations, R802.3.1 Ceiling joist and rafter connections.
<br />1 1. In buildings that have no more than two floors and a roof. R506.1 General, Calling joists and rafters shalt be nailed to each other, In accordance with Tables R602.3(l) and R802.5,1(9), and the assembly
<br />1:2 , When Interior basement and foundation watts ore provided at Intervals not exceeding 50 feet. Concrete stab -on -ground floors shalt be a minimum 3.5 Inches (89 mm) thick (for expansive soils see Section t the top watt plate In accordance with Table R602,30). Calling joists shall be continuous or securely joined
<br />2. In addition to the provisions of this chapter the desl and construction of foundations in areas R403.1.8 ). The speclfied compressive strength of concrete shalt be as set forth In Section RU2.2 . w�e ,Q,ve lc,taerljrtr�Aietlon nd rialted to adjacent rafters to provide a continuous tie across the bultodrig
<br />r p Lr te ra�,�
<br />R506.2 Site preparation. To " Sr ers.
<br />�rone to flooding shall meet the provisions o� Section W323. en S;�Pgyjo sitts er
<br />3. ctures located within the High-Veloclty Hurricane Zone Shull comply with the The area within the foundation watts shalt hove all vegetation, top Solt and foreign material removed, Where celtln-� joists csr�e not parallel to rafters, subfkooring or metal straps attached to the ends of the rafters shalt
<br />�f,,, �stcsl,� A
<br />provisions of Chapter 44 . 6.2.1 Flit. �d ride o, con cross I bultoon ft halt b,Ttht�O 4-Inch
<br />> �) p,rl� m.,_s I I 'R �r .r � Loto 41 v6g �y
<br />XmJ comm . ., ( g.. no . �c'. ar, on, . < , ,�r c?grw5
<br />pe ,��,,.rrsln,� . ii , Slons
<br />ints. R? material shall be free of vegetation and foreign materictt. The flit shalt be compacted to assure uniform ? , I c les s all e pro% etil �Ir' FrIter t s are no pi a e .cl, r ge
<br />Support of the stab and exce rme shall also be supported bt�, 6 dIrder designed In accordance with accepted nee ng p
<br />in p-C where apfroved, the flit depths shalt not exceed 24 Inches (610 mm) for a engiop A 'r ce,
<br />Foundation construction shalt be capable of accommodating all toads according to Section R301 and of che Rafter ties shalt be s an 4 feet 1219 mm) on center.
<br />transmit tin the resulting toads to the supporting soil, FRI, soils that suppor-t footings and foundations clean sand or grove( and 8 s (203 mm for earth,
<br />shalt be cleitIgned, Installed and tested In accordance with accepted engineering ractIce. Gravel flit used as R802.3.2 Calling joists topped.
<br />footings for wood and precast concrete foundations shalt comply with Section RP1403 . POV14cAMck (102 mm) base course consisting of clean graded sand, e Indl of,,cel(Ini Lolst h it In I d i minimum of Inches (76 mill G� butttd a be�hrin ,rtltlons or beeps cl t It d
<br />" r rLp a
<br />.,p
<br />r , .?pld I[olst'l . .it
<br />R401.3 Drainage. 2-Inch (51 mm) sleve shalt be placed on t?r prepared subgroole when the stab a I �:r! �� ogR1t I IS .
<br />.,,T,p fgj�4jlRg� t 5�p
<br />biost-furnace stag passing a , � orPcence or a a qte� ISV.de.ry[Wnt�eed � r o her In a manne a I ests such rust.
<br />an th?r a ?lnt of, cok(mtIonsicl Is below grade, RS112.4 A(LowelotecceltIng joist spans,
<br />voe ygrn e or I Vs.
<br />t C9
<br />c a zar S , W rom oundo, on I Exception, A base course Is not required when the concrete stab Is Installed on weit-drolned or sand -grovel Spans for ceiling dolsts shalt be In accordance with Tables R802.40) and R802.4(2). For other grades and species and for
<br />m foundation watts shalt fait a minimum of 6 Inches (152 rein) within the first mixture soils classified as Group I according to the United Solt Classification System in accordance wIth other Loading con 111ons, refer to the AF&PA Span Tables for Joists and Rafters.
<br />10 feet (304 mm), Table R405.1 . R802.5 AlLowoble rafter spans.
<br />Exceptloni Where tot lines, watts, slopes or other physical barriers prohibit 6 Inches <152 mm) of fait within R506.2.3 Vapor retarder, �
<br />(Pans for rtters s .1 �oe -c r anf,e wIV Obispo; RSOUA(l) cA R802,5,1<
<br />( V c ,T I r IjIther
<br />10 feet <3048 mm), drains or sorciles shalt be provided to ensure ensure drainage away from the structure, a )ns etr !Eke A A pan DID as for Jo sts and afters. a a a a a
<br />R401.4 Solt tests. at dlrlgt colol rIzo4tr
<br />Joints topped not Less than at projection a the rafter.
<br />Inch; P ) polyethylene or approved vapor retarder with .7&e,
<br />A P mle (0�O h
<br />nc S 1 J T
<br />17 .�recss t1kfly to h�ve (FansIvit, cop�,resslble, rhIftIng or other unknown pil ckaracter l4n 6 u A mm) s a I e placed rbsi?tween the concrete floor stab and thg base course or the prepared
<br />w . IstIcs, the bul 12, se course exists.
<br />01 flc;IQL sYat qetermp I ther oyre uIre a Sol test to determine the s s � aracterstcs r I ular
<br />c Pe o
<br />location, his est s at e e agency using on approve met od,
<br />TION OF
<br />TARX RnU�U
<br />WIND-BORNE DEBRIS PROTECTION FARTrNTNr --lZri.irlicto r role winnot qTsoitrT1IDAI OAKWI t
<br />FASTENER FAS
<br />R SPACING (In.) 1.
<br />;
<br />Panel span
<br />? foo" panel SKI,
<br />I act
<br />< 6 foot
<br /><= 2 ft
<br />< 4 foot
<br />I
<br />poWspon
<br />I
<br />panel sgan
<br />-
<br /><
<br />t
<br />EX 06 Wood Screw 3
<br />16
<br />1 16
<br />It
<br />9
<br />29 as 8 Wood g-
<br />12
<br />I i
<br />---- -- -
<br />-
<br />It
<br />--
<br />-
<br />Sl- I inch - e5,4 -, I foest - 305 pin,
<br />i This table Is Is
<br />us nised on a maximum wind speed of 130 mph (58 m/s) and mean roof height of 33 feet (10 m) or less.
<br />teriers she I be Instattord at opposing ends of the wood structural not,
<br />3. Where screws Ore attache Pie
<br />all to masoror or th halt be attached using vlorotlon-reslstent
<br />kn,s�%rgjnPu minimum orril W14y I. 615k kN)*y a
<br />, :wai cat
<br />4. common box dEb-hea mElls.
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<br />BENJAMIN RODRIGUEZ DESIGN PLANS BY RICK
<br />39645 MEADOWOOD LOOP 813-765-9793
<br />k."/ V all
<br />�� 'I
<br />/
<br />I
<br />rkirr,o I Yrrmrr ase;,arn .
<br />/-r-r-r1TMr1ILL3, r-L 1)1)0-1+/-
<br />D.W. SMITH, M.S., P.E. #5 3608
<br />PROJECTS ENGINEERING CONSULTANT
<br />VE-DADE CITY,FLORIDA 33525
<br />MW352-521-W FAXi 352-521-M7 E-11ift ilsisf(pelPearthl ink. rpist
<br />SPECS
<br />SHEET OF
<br />7 OF 7
<br />SCALE
<br />1 /4"=1 '-O"
<br />R. GOLLHARDT
<br />DATE
<br />1 1 MAR 201 0
<br />CHECKED
<br />D. W. S.
<br />JOB NO.
<br />ZUIO-12
<br />I J.h%%Fr1.%,t-4& tp:&rCI".d.erV - ftl&- -
<br />._ eir ', ?J Ire rool 1.1:�, I -
<br />ltsid Via, 8M upplates to FX 07.
<br />
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