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FLOOR FRAMING- IRC Chapter 5 <br />1 SPANS. R502.3 <br />Allowable joist spans per Tables R502.3 t (1) and R502 3 112) <br />Allowable gilder spans per Tablas R502.50) and R502 512). <br />Allowable oa newer spans per Table R502.3 3111 <br />2. R502 6 Bearing The ends of earn jowl. beam or girder span be mm. 1412 mores of <br />bearing on wood or metal and nhA 3 eMCS On concrete. <br />3. R502 4 Joists under bearing Fanciers shall be of adequate sue to support the bad. <br />DWINC)NUS, sued to adequately wppon Ire bad. that are separated to peeel the <br />muaba4on of pang a vents snag be tun depth Mle bbaed with lumber min. 2x and <br />spaced notmore than 4 feet on center Bearing Fuentes perpendtv!u to)alM3 shall not <br />bO offset from wpponng Bodinewalls or, partial more Nan Me jonl depth unless whin <br />pigs are el sur"rit site to ca try Vie add Acne bad <br />4 WOOD TRUSSES <br />R 50211.1 Design Wood trusses shall be designed in avtrdancc with a ppioved engineering <br />practice. The design and manufacture of metal plate cannecied woad busses Nall comply <br />with ANSVTPI 1. Thor suss design drawings shall be prepared by a leg -paled prdesamnal <br />where required by Ne Minutes of theyurisdct,on in whQr Me project Is to be constructed in <br />accordance walk Section R106.1. <br />• R502 11.2 Bracing Teusses Minn be braced to prevent relation and prove, lateral vabilTy <br />R502 11.3 Aseralans to trusses <br />Truss members and components shall not be cm. no¢bed. splaad or oNmwise altered w4hOur <br />the approval Of a regigtted design pmfcssronal <br />R502.11 A Truss design drawings. prepared in mmptance with Section RS02.11.1. span be <br />submted to Ire building oecal and approved phone mMalwen TNSsdosgn drawings Shan be <br />providedwMNCMFmenl OftrtsMM9 Strict raNe)ob y1C. <br />4 R502.8 lmelg, u ng and mncMng is wo4nl Srotor members snap not be tut. bored or ndemned <br />m mccss dime limadmns speared in thrs sedan Sea Flgwc R502.6 <br />PROTECTION OF WOOD AGAINST DECAY <br />Chap. 3, SECTION R317 (AND WOOD BASED PRODUCTS) <br />1. R317A Lorabars,Nieal <br />Protection d wood and wood based pmClns from deny Snell ba provided In the fdpwey <br />locations by lie use Of naturally "WIS wide O: wood that IS peattvativt•IrNted In <br />accordance with AW PA U1 for ire Spei prchtp. preservative and end unn <br />WCservatncs shall on Interim Section 4 4 AWPA Ul. <br />Wa0dp515 Or ails Where CI a waded Structural floor when tlosM IN. 18 aidles or wood <br />grocers when closat than 12 niches to the e.ppw.a g•arw in pawl spaces. <br />All watt fnnmeg me re ers Mal leg an concrete Or ma'4lry nnmra foundation wallsand <br />NO less, INn 6 inches hom IK' errlmM Ta. 1 <br />Sin, and steeper M a eacrme Or mawl slab INI .a rn are contact vain Ire g•ouno <br />unum Seaweed bone Such gab by an yr ittwws musty a barns, <br />the rnan11 winch teats a i ens and <br />ends ma•tay p mrpae warts mmrg tlraraKes <br />. on than rig inch te lops. roes era ells <br />Wood gong. Meaty:rig and and framing an 2 mice ma of s tauivmt having a tlWeCKa d <br />lass than 6 nths loom Ile ynnuK a less Man 2 rapes mCeMxed valtd'ly hpn eatable <br />v ep5. pain tuba. ore rues. gllnlar raiiMlsl sIAMth ers w n m lM Nal w eon <br />e wea trudu•h, membersSupportingamanl, abeu unless <br />lsssepho�s fr �oolst hereexposed to <br />the weeder. such as canuctobumee a masmly tabs unless SyxdM from coal fleas a lw's by <br />an lmpaNWs mpgleC bans <br />. Wmdllrr,rg grlpsa area wooer training mttKcrs enamea ermlytolne pens aend�a <br />feel. ledls11 1pppcwens below gable n3members <br />where Jn eWrovN vaPa rttnrdtt is applied <br />2R317,12 wan nd Ice furring trips a Iram rig mand, s <br />2. R3nel Grande cram. <br />An wood m eaaaa wan rre 4oae. emteWer In it W Ill o Oahe Wtllact rose Ire q•aae e <br />wroce wt m mmdfu crpouo m Inc Cut weather sign st append pessure dascry ith AWPrd <br />wood 17 1.4M for ground s 0 P use. C111 a Jog masWiT m en treated it accadMca with AW PA M/ <br />3, Sim 1 J Wood re Per ni pen, ehaylate low eeixaMd wend d natural dCL1y tCggaMC <br />p oppavN pcsvxepescrvalvelrnatld coned. <br />1 R71) w nee ale la pexrad W 0 ngCd winded. inc WN l lKliarg n1AS era washers. <br />la pescrvalvc Sealed wall gall be d ha NFpCd. hK (aaerl galvamtld MRM, SM <br />Inthe ASTMA <br />'rued, vbtpn boric a app ahxnm d mh's nmmmrreabms n inn d A 653 <br />type G165 aiKa rued gsMannd tmi. a kQ,yl snail M s'M. <br />Wall Construction <br />1. WALL FRAMING. IRC 602 3 1. 602 3 2, 602.3.3. 602 6 6 602.9 <br />Slips Mall be min No 3 standard or Mud grade except for utility Muds IN bearing <br />alms nor supporting Mon amrd or non bearing Muds <br />Site, height and Spacing of an other wood framing Muds in accordance wen TABLE R602 3 <br />2. WALL BRACING. IRC 602.10 See Meet 51 <br />3. OPENINGS IN EXT. A INT, WALLS (HEADERS). IRC R602 7 <br />Headers shallbe sited m occordanc<with Table R502.7 2. Endsto have mm. 1412 m hearing <br />4. SECTION R703 EXTERIOR COVERING <br />11703A General Esterror walls Vail plowde the building with a weather4esimael <br />cnatr wall em4bpe. The edenp wa[ envorl Mae mck.de galling i s aeweed <br />in Seem, R703 B <br />5. R703 1 1 W ater mselance. The erlerter wall envelope Shall be designed and <br />constructed in a manner Mat Mownu the accumulation of water within Me wall <br />a sweably by proud -rig a water4evvant barter behind Me enemy veneer as required <br />by Section R703 2 and a means of dinning to me anchor water Nat enmrs the assembly <br />Practlton against Pendell run in me month wall assembly Van be province in <br />accordance wnn Section R702 7 of this Bade <br />Eiccpndes. <br />1. A weaNevesntanl edemr was envelope shall not be required aver Poll or masonry <br />want designed in accordance with Chapter 6 and flashed according to Sxmn R703.7 or R703 6. <br />PORCH ROOF VENTILATION <br />IRC R806.2.. Provide Cross Ventilation. <br />96sfl3GO= 32sf Required. 1 st PROVIDED <br />Upper Roor Area <br />Non -Bearing Posts <br />5 L1 Cont Ridge Vent. BLF . 1 sf <br />PT 4x4 hV - <br />PT'47r4 <br />518..63stpromded <br />LCE End Fapttt_ <br />/ END TRUSS <br />" "' <br />Lower Roof Area <br />EPB Elev led y' - <br />- - - `� -"' <br />G" <br />Bird block per hole factor <br />Base• Ty 2 II, II <br />is <br />v <br />1' 0055 <br />7 <br />�'- <br />� <br />1O' x.0123(1.5' dla) x 3lblock • .37 <br />s•3 0 <br />1'0 <br />0 <br />37 Provided <br />„Q <br />PRE•ENG. TR SSES ,, 24�oc <br />x <br />4x8 hf2 <br />4xB hf2_ �_ 4x8 M2 <br />4xB 112 <br />J 4x811(2 <br />J <br />I <br />11'•21/2 3 <br />a <br />z <br />3 <br />l`t <br />L <br />a <br />1"1 B"• <br />= <br />N <br />m <br />K <br />� <br />m <br />L <br />m <br />v <br />W2 <br />9.12'BCI 5000 <br />�I <br />a <br />8 1 <br />1.7 DFQ 16'oc <br />11' 10' <br />0 <br />W2 <br />F1 FLOOR/ <br />Ft <br />8 <br />Io <br />lint <br />RATEDASSEMBLY <br />)a <br />WRAP BE W/ <br />=' <br />518"TYPEXGWB <br />0' <br />ALL SIDES <br />- <br />N <br />g <br />NIQ <br />l <br />e <br />v <br />u <br />l> <br />N <br />I <br />1� <br />ion <br />4x8 M2 <br />4x8 M2 48 K2 Cont. <br />a <br />M <br />W2 <br />W2 <br />WI <br />0 <br />at <br />r �- <br />z l <br />915.090_� o <br />_ <br />0 <br />o <br />om <br />1.7 <br />v` <br />DF@16'oc F'^ <br />Wt a.CN <br />Ion <br />K <br />d <br />W 1 <br />1 HOUR RATED ASSEMBLY <br />1 HOUR RATED WALL PER SHEET A4.0 <br />SECOND LEVEL FRAMING PLAN <br />1 /4" = 1 r-0" , NORTH <br />00 NOT SCALE THESE DRAWINGS <br />Written dimensions will have perference over scaled dimensions. <br />0 <br />0 <br />C <br />z <br />u <br />I <br />IY <br />O <br />0 <br />LL <br />W <br />a <br />w n <br />G � <br />v� <br />0 <br />pig <br />n <br />� T <br />� L <br />J m <br />c Y <br />a <br />5 to ¢ to <br />o Q <br />c N <br />v <br />v E <br />c v <br />p � V N W <br />Q 2 0 al <br />0 a c, <br />] a a' <br />ovnI of <br />S y n ry <br />Qu�air <br />o <br />a N <br />P <br />all <br />1� V <br />s a <br />0 <br />DATE: <br />S/14/2014 <br />SCALE: <br />SHEET: <br />A-8 <br />