Laserfiche WebLink
FOUNDATION NOTES- IRC Chapter 4 <br />REFER TO FLOOR PLANS FOR ADDITIONAL DIMENSIONS <br />NOT SHOWN ON THIS PLAN <br />CONTRACTOR SHALL VERIFY ALL NOTES. DIMENSIONS <br />AND CONDITIONS PRIOR TO CONSTRUCTION. <br />1. R405I Drainage <br />Dmns shas be provided around as cone foundations thal retain cadi and <br />..Close habitable or ..We spaces located below grade. Drainage bles, gravel <br />or wNbd some drams, pedllincel p-pe w omM.,prowl systems or mates is <br />shas be instance at or pillow she area to be pmlected and shell entrants, by <br />gravity or mechanical means into an approved drainage system Gravel at <br />pushed sand drains Shan Cnena m as IL beyond the outside Cage of looting <br />and 6 ncnes above me cop of lootnq and tic mwrod vim an approved nine, <br />membrane matpial The top o1 open pots of dean ales shah be protected with <br />sops of building paper. Perforators dams shall be suneunded In an <br />approved Filar membrane or Fee Late membrane shall cover the washed gravel <br />or crushes rocA mwtmq the ara�n. Drainage tiles or perforated pipe shah be <br />placed on a min of 2 inches of washed gravel or crushed rock at cast one sew <br />site Larger han the the font opening or perforation and covered wtlt not less <br />Man 6 mNns of me same matcrul <br />2. Foundations mum emend at leas 6' above nnehrd grade <br />3. All leoungs man cost on Gm. undisturbed native snrK of engineered fill <br />4. Soil mmpactca and free of all dpmn <br />SECTION R4D8 UNDERFLOOR SPACE <br />P408.1 Ventilation. <br />The Vnder4lo0r space between the bobom of me awrfoms and me radh under <br />any buddng lermpt space ocmpnd l a basement) shal nave ventlefion openings <br />through foundamn wags or drtMor wads <br />R408.2 Openings for under4loe, rentilatmn Sell the sheet <br />R408 4 Access. <br />Access shall be crowded to all under Floor spaces Access openings through me <br />roofshallbeammin of18mchesby24nWes.Openingsthroughape'l etei <br />wan slits be not less than 16 inches by 24 inches. When any portion at the through <br />wan amei5 is below gra do. an areaway not less than 16 itches by 24 inches <br />shatbeprovidde The bottomotme areawaymmebe belowlnCmrefbold ofthe <br />accessopcnmg TNwghw42accessopdnngssnalinotbedcaadunderadoor <br />tothemunchce Sre Sewon M1305.1. 41maccessmquremennwnpemdNancal <br />cgupment is located undo moors <br />R408.5 Removal of dears The under-Ilooe grade shall be cleaned of It wgets tan <br />and organic materal An construction materials shas be removed before a building <br />is occupied on used for any puroow <br />CONCRETE FLOORS (ON GROUND)- IRC Chapter 5 <br />SECTION R506 <br />I R5067Saepeopalaton. <br />The area within the lounaaten ..In shall have all vegetalwn, top win and arrgo <br />malnfal removers <br />2. R506.2.1 Fell. <br />FA material shas be Irce of vegetation and Foreign material The 64 shad be compacted <br />IC assure umfoon support of me sob. and escept where approved. <br />3. R506.2 2 ease <br />4•n0Mick base course conumng of clean graded and, gravel, pushed sine or <br />pushed postluou ce slag passing a 2 mch urve shall be paced on the prepared <br />upgrade when the male Is below grade. <br />E implies A base course Is not required when me concrete Slab is installed on <br />wea.eremld at sand -gravel mwlurc win passed as Group I acmes ng to the <br />United Soo Cloivucauon System in accorda ism whit table R405.1. <br />5, R506 2.3 Vapor retarder <br />6m4 t0 006 inch. 152 pm) polyemylor a or approved va per, reorder with )aims lapped <br />min 6 inches shwa W placed between the concrete Floor slab and the base course <br />or the prepared sutgrade where no base course erd4s <br />E rceixiom The vapor retarder may be omned <br />. Fmm d-weway,. waves. paw, and other n men, not Isely to be enslaved and heated <br />al a glee date. <br />FLOOR FRAMING- IRC Chapter 5 <br />1. SPANS. R502 3 <br />Atlowablefpis spans per Twlns RS02.3.1(1) and R502 3 1(2). <br />Alienable tsar, Mans per Tables 11502.511) and RS02S(2) <br />Allowable canoievm spans per Table R502.3. 311) <br />2.R50260canng TheendsofcachpnLbcamorgadershan De inn 1-012 mires of <br />bearing on wood or meal and min 3 mchos on conpelC. <br />3. R502.4 loisu under bohong Prussians shall be of adequate vie to Support me bad. <br />Doubleptusused to adequately support me load. that are separated to parent coo <br />omaltatp orpipng a veep sh411 be Iul depot wild blocsed wind Ind ee mn 2r and <br />spaced not more than 4 feel on mote,. Bewing panabnl perpefWKulaf to fi Shalt not <br />be offset from supposing girders. wells or panimns more man me foW doom unless such <br />y ims are of sufficient Site 10 Uny the additional load <br />4. WOOD TRUSSES <br />. 11502.11.1 Design. Wind trusses Strait be designed in accordance win approved mg.neenng <br />practice The devgn and manufacture of metal plate connected wood trusses shall comply <br />wah ANSUTPs 1 1no truss design drawings shall be prepared by a fall red prolessonal <br />whereroquved Session <br />SIaN106 DI inCjwnwtllon lei wnkm me prD)L•p iS to DC mnsWdedA <br />accordance with So Inssessh <br />R502 11 <br />1 L 2 0racng l o ton <br />s shall be Deiced to prevent rptalion and provide taleral sabdrty. <br />Russ s 1.3 Alterations to busses. <br />Measmembersandmeleddelsn professional <br />norbecut. notched. wl'ime oromerwne altered wlmoul <br />R5 2.11A loss resiin dr wevgn prepared <br />R502.11.4 Truss design drawalan prep roe n norto nch wind Section dev9n da shah be <br />uromeca it me Duldmgomoalandapproves poorer ObSeinstallation Tuss deagn draw,ngs span De <br />providedwah06 shrrdlog ofrMuSUS tchidesveredto the)Dbsite. <br />4. iscess Cueing,umon andnoed wit Smrpmml error momeers Shan not De cal borers or notche0 <br />m chmss of me Imratrons specrotl �n this senlon. Sec Figure R502 8. <br />4e <br />9 <br />- 4" SLAB ON GRADE <br />W/ WWF6x6 WI 4,WI 4 <br />Slope to Drain <br />48 <br />r �-�2.Ox <br />D u <br />d <br />Slubotdnilrebtr <br />io <br />- E?.D <br />y 1F2.0 @ 18'oc at porch r <br />'1 7-3/4'rtNr 51ep-tlovin <br />10 porch. Typical L <br />is <br />I <br />4 44 Hf2 Post <br />-T r <br />r <br />Typical _ <br />I V-2 112' <br />a <br />;F2.0 <br />I ^IF 0 <br />�abv' <br />-� <br />Crawls ace <br />2 6-coal black plastic vapor <br />w 1 I <br />A-10 banner. well to wall <br />}} <br />L JF2.0 <br />12- lap at all seams <br />FT 1 <br />L I <br />LjF2 D <br />Dipped Ginty. <br />3'a3'x0 229'thick Hot Dr <br />Plate Washemand nuts to tightened <br />on each boll to the plate <br />I m rl1 <br />Lys J <br />F2.0 <br />r <br />r <br />r - <br />L4J <br />r <br />align <br />r <br />al lr - J <br />F2.0 <br />r1� <br />L.-- - - - --s ti ------ <br />.AB ON GRADE I 1 240 FJ Col 16'oc <br />6x6 WI.4xW1.4 I I 24 <br />Granular Fill <br />to Drain I I I I <br />r-1--1 1111--I-------- <br />16"x8' F I I <br />TYPICAL I <br />8"IN.ck Conc. Wag I I <br />16' Is 8'Fooling <br />I 148 <br />I <br />1 <br />I <br />., I <br />HI ' I <br />}}V. <br />II <br />-----J <br />IYF <br />-r-I-T-r1-T-r 1� <br />48 I I--16 x8"dp <br />fooll g <br />4" SLAB ON GRADE i i (2) Bars coal. <br />Slope 6" to Drain <br />W/ WWF6x6 WIAKW1.4 I <br />O/ 4' Granular fill I be <br />I I <br />-?3- 48 -------------- <br />13' <br />C)5/8" D1A. ANCHOR DOLT SPACING INCHES) <br />New Foundation Ventilation <br />IRC R408.1• R408 2. <br />Minnet area of openings shall not be less than <br />i sl per 150sf of under floor space area. <br />Locate one 3 fee' from corner each <br />side. Openinol no larger than 1/4 inch. <br />940sf divided by 150 equals 6.3 sf Req'd. <br />Min. number of 16 in. w. x 8 in. tit. Vents is .89sf <br />89x 75%equals.67 NET FREE AREA EACH VENT <br />6.3 divided by .59 equals 9 REQUIRED <br />FOUNDATION PLAN <br />/4"= r-ou <br />MARK <br />DIMENSIONS <br />REINFORCING <br />F2.0 <br />2'-0' x 2'-0' x 10"deer <br />(3) is 4 EW <br />F3.6 <br />3'6xZsc10"deep <br />(4)k4EW <br />F2Dx <br />Z-O"x2'•0"x 12'dee <br />(3)p4 EW <br />a <br />4 <br />z <br />5 <br />Z <br />O <br />H <br />G <br />O <br />Z <br />O <br />L <br />x <br />d � <br />a� <br />� T <br />� t <br />C if <br />C Y <br />o to 10 <br />a 3: m <br />G v <br />0IF <br />N <br />C <br />a <br />e e E <br />U <br />M W_ V <br />� � A <br />is <br />is <br />O vD m a <br />�5w NIt of <br />v <br />5 � <br />DATE: <br />5/14/2014 <br />SCALE: <br />SHEET: <br />A-5 <br />TILD <br />