1520 112TH ST SW RAGE CAGE 2016-01-01 MF Import

Pape 2 0124 When joists are used as simple•sDan memErrs, ihe desipn shear is equal lo the cnd reactian. When joists are used as mullipie sDan memDers, the desipn shear fs the calculaled shear al the interior suppon reduced by Ihe followinp: R. (K� � Kz ( W-100)� 518% WAere: R is Ihe percent reductian Win PLF is unitorm loatl K� . 10,000/V�y K2 � K�/100 Vi2 is the allowable shear for a 12 inch (or 11 �/B) joist. By series ihe constanis are: Series not listed are Included with those havinp equal V�� wlues. For all other �oist depihs, the desipn shear iS the wlculatetl shear at the lace oi Ihe interior support. The desipn shear o1 multiple span member �oisls up to 121nches deeD used in rosldeNial Iloor constmclion is permltte0 to be increased anaddi• tional 10 percent. For �ofsts qualityinq as repetitive members, the bendinp resistance is permined to be Incrcased 1 and 7 percent lor joisls with MICRO•LAM LVL and M5R lumber Ilanpes, respeilivel, The lop Ilanpe ol TJI joists must be laterally supDOAad at least evary 24 Inches excepl th�t 18 inches is repuirod lor joists with 1.50• and 1.65•inch-wi�1e 1lanpes. The en05 0l the Joist must be restralned to pre• vent rollover. This is normally provided Dy diaphrapm shealhinp atlached to the top Ilanpe and to an end wall or a shear transler panel caDable ol trFnslerrinp a minimum force of 50 pounds Der foot or the requlred shear lorces due to wind or selsmic conditions. Blockinp or crossbracinp with eQuivalent strenpth Is parmitled. Bridpinp Is nol required in TJI Iloor and raol joist aDPliwtions. 2. TJIN6JoIp+ndTJl/Y60�n0e0oorHe�der.HeaAersanAjolstsare to De used In accordance with Tahle No. III anG Table No. IV. respeclively. E. One•hour, Fln•rolqlre Rool-C�illnp ar Floor•Cellinp Hallnp� �ie Aplgn�d to the Followinp Construetlou� (descriptive detalls lor each assemAly are noteA below anC in Fipure No. 7): 1. A double wood Iloor cons�stinq ol a sublloor ol 1•Inch nominal tonpue•and•proove sheathinp or �/1-inc.i interior plywoo0 with ezterior plue, and a layer o11 Inch nominal tonque•and•qroove linish flaorinp ar 6/e•inch interior-rype Dlywuod linish Iloorinp or a layer ol Type I Gnde M• 1 oarticleEoard not less than S/e inch ihick and a suspended ceilinp o1 d/ •inth•Ihick,2-IootGy2•lootor2-lootby4•IootUSGFIRECODEAURA• TBNE� layin acoustical board supported by an apDroved ezposed lire• nted suspenslon system �tlached to the bottom Ilanpe or to cold•rolled channtls spaced not over 4 fee� on center Instalied over the acoustical Uoard are 1-inch•thick, 4•pauno-Dercubic•loot (minimum) USG THER- MAFIBER' or FIBRE% FB% mineral wool blankels Upht liziures havinp a maximum size of 2 feet 6y 4 teel are Dermine0 to be installed m Ihe ceilinp. provlded the apprepate areas ol lixtures do not excee012 square leet pei 1D0 spuare leet ol ceilinp and the liztures are Orotected as follows: A 24�-mch by 48•inch piece ol USG THERMAFIBER or FIBREX FBX lipht Ilz• ture D�otectmn is IaiO alonp Ihe lonq dimensions each side ol Ihe lixture ana apamst atljacent susDension members: a 174�•inch by 48•inch piece is laid over each side o11he hqure and a 44p•inch �y 24-inch piece at each end anC tied to top pieces al corners ol the 6zture wdh No.1B SWG steel wne In aadtlion, ceilinp oDenmps lor air diflusers up to a maximum size 01 12 mches in dlameter are Dermitled. OroWOed openinps are protected with lue dampers an0 Ihe appreqate areas do not exceed 113 square inches per 100 spuare leet ol cailinp. The distance Irom the bottom ol Ihe Iruss to the soflit of Ihe ceilinp shall Oe at least 10 incAes. When use0 as a rool-ailmp assembty. square•edqe plywood. �omply inp with Ihe applica6le co0e, is permined lo be used lor roal sheathinp. Report No. NER-200 and �o�sts are permined to be svacee up to 4B inches on centec Framinp peryendicular to the �oists, at 24 inches on center, shall be installed to sup- poA t�e ceilinq 2. A sinpte layer floor ol �/�•inch ton0ue•and•proove plywood or �3/�z-Inch tonpue-and•proove APA-rateG sheathlnp (Ezposure 1 or ezle• rior plue�, wit� jolsts sDaced up to 24 inches on center and a ceilinp ol two layers ot V�-inch•thick Type X pvpsum board applied lo Ihe Dottom chard. All butt joinl5 0l Ihe �/�•Inch Dlywood or Z�/�p•Inch APA-rated sheathinp (Exposure 1 or e�lerlor plue� must fall on Iraminp members. The lirsl layer ol Doard is atlached with t/e•inch•lonp Type S screws placed 12 Inches on center. The second layer is inslalied with the �aints stappered Irom the lirst layer. It shall be lastened with 2•inch-lonp Type S screws spaced 12 fnches on center In the fietd antl 8 inches on cenler at the bult joints Type G screws, 1�/2 Inc�es lonp, shall be spaced ti �nches on center and 6 inches each sitle ol lhe hutl �oint. The seconA layer shall be linished wi�h joint tape and compound. Reslliem channels are permitted lo he used as part oi the ceilinp atlach- menl system, provided they are spaced i6 inches on center (24 inches. II �aists are 16 inches on center) and fastanetl perpendicular lo �oists with 1•Inch-lonp case•hardened steel, 0.15•Inch-diameter shank, sell•drlllinp and sell•tap0inq Phillips-head screws. The ceilinp Is attached to the resif- Ien1 channels as descriDed above, except use 1-inchType S scrcws and tsie•inch TyDe S screws at 12 inches on center lor the Ilrst and second layer, respecuvely. When used as a rool-ceilinp assembly, the deckinp Is permitted lo be any wood deck as provided in ihe appliwble code and ihe �oist spacinp Is permitled to exceed 24 Inches on center. When �oists ara spaced more than 24 inches on center, the ceitinp, includinp t�e resilient cbannels, is applied to slrippinp sDaced 24 inches on center. The atlachment to Ihe strippinp is similar to the atlachment to ihe laists descriCed above. The strippinq shall he 2•inch Oy 4•inch Construction•praCe Uouplas lir lumber lor sD��s up ta 5 feeL atlacheA to the bottom chord with tOd nails, or equivalent strenplh material and atlachment. 3. A sinple layer floor ol �l�•inch tonpue•and•proove plyn�o0 or ��/72-in�h tonpue•and•proove APA•rated sheathinp (Exposure t or exte- rior plue�, with �oists spaced u� to 24 inches on cenler and a ceilinp con• sistinp ol a sinqle layer ol /z-Inch-ihick Type X pypsum wallOoard attached to joists spaced 24 inc�es on center, or to stnppinp space0 24 Inches on center lastened with 15/e•inch-lonp Type S drywall screws located 6 inches on center at end �oints and 8lnches on center In the IIeIG. All buri joints ol the �/�•inch plywood or 27/�q•Inch APA•rated sheathinq (Ezpasure 1 or e�erior plue) must lall on framinp members In additian. an approved ezposed fire•rated susDended ceilinp system shalt be installetl benealh Ihe pypsum hoard ceilinp a minimum distance 12 inches The Orid system is suspen0ed with No. 12 SWG palvanire0 steel wue lastened to the furrinp or joists with 3•inch•lonp Ilalhead nanper screws Lipht tixture protection consists ol 6-inch•wi0e Dieces of ceilinq qrid panels 41eet lonp tor the sides and 2 leel lonp lor the enOs and a lull prid panel placed on toD � A palvanized sleel ducl wilh a maximum 12•inch� tliameter steel dilluser openinp without damptr antl a mazimum 6�inch x 12•inc� returmair opening are permitled for each 2D0 spuare leet ol ceil� Inp Ceilinp panels are permitled to De either `/s•Inch USG FIRECO�E AURATONE or S/e•inch Gold Bond Fire•Shield Sulltude Panels. manufar tured by Gold Bnnd Buildmp Products Diwsion ol NaUonal Gypsum Cam• pany Noncomhustible insulatwn rated R•30 or less is permitled lo Oe Installed aGove the pypsum board When used as a rool-ceilinp assembly, spuare-edpe Dlywood meefinq the slructural requiremenis ol I�e applicable code is Dermitled lo be used lor rool sheathinp and joists are Dermitled to be sDaced u0 �0 48 inches on centec Framinp perpentlicular to Ihe joists, at 24 inches on center. shall be inslalled to support the cei6np 4. A sinple layer Iloor ol3/�-inch or ��l3z-inch lonpue-and•proave ply wood with jorsts spaced a maKlmum o124 mches on centec All b�i8 �o�nts ol Ihe 3/��inch plywood must lall on Iraminq mem0ers. The ceihnq com sists of'/p•inch USG Type C FIRECODE' pyDsum Doard screw attached tn 5lan0ai0 steel lurrinq cAannels at 24 inches on cenler an0 susDended Irom the joists by a specially aesiqned No. 24 Oaupe Simpson Stronp•Tie (CSC) ceilinp supDort clip One incn ol (6 pcl minimum) USG THERMA• FIBER ar FIBFE% FBK mmeral wool hreproofinq is placed between ihe �ot• tom flanpe or churd ot ihe joats and the tap ol the lurrinp cnannel. C: n �