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l57. Garages for the :lora�e of priva�c plcasurc ears <br />should Le desi�ned lor a m�nhnum 20UU�pound <br />whcrl load. Scction 230? (b). __ <br />]5v„ j Li:e IoaJ :i�ns aro tequired. Scd�on 2309. Scc <br />� . .................. <br />Ib3. I G!ucddarninatcd lumbcr shnuld bc fabnwted m <br />amorJance v�itl� Scction 2511 (1). <br />7Gp, ( l.Ilm: ^��e stmss in �lucd�lamina;ed memhers <br />over 12 inehes in deplh :hould consiJer a <br />depth reduction faUoe Seetion 7.511 (d) 6. <br />161. elimiMd�to'�%6�Pcrcenl �oll thc".Ilov �btc rload <br />I undcr protr.cted eonditions. U.�.Q Standa•d <br />ito. 'L5�17. <br />7G2. i Fnchor.�Cc ot concrete and masonry walis should <br />[omply viilh Sedion '1.313. <br />163. i P�5'��00� C<<�es shoutd eonform viith Tablc No. <br />25•f3. <br />1G7. Justificalion is requireJ that sulticient slope or <br />I cxmbcr is uvailable to assure adequat^ roo( <br />draina(;e aller long time detlections. In lieu of <br />Ihis, roofs musl 6e desi�ned lor possi6lc pond• <br />inQ of waler. Seetion ?305 (e). <br />][5. � D>_tails on stressin� mclhed and hard�varc aiong <br />Ivrilh ju5tilyinC d-eta nre required on prestressed <br />concrctc vrork. This d'nla should 6c submitted <br />and �pproved prior to ardeiing of matcrizl. <br />Itote i:i2[ ull �enCons shoulA comply tvith SCo <br />tion 4303 (e) 3, for fire�resistivn purposes. <br />1G6. I:'�clding dzta or details for stcel deckin� used as <br />z diaphra�m should bc PfGVIdCG. 10(Olrtldil0❑ <br />should eomp!y with a specific IC�O� researeh <br />recommendatron or test data submitted in <br />compliince v�ith Sedion ]06. <br />Addilional CmrecLions: <br />/ i P��•t���� <br />- <br />✓ . r'-� ' <br />� 3 ,Gk � r:�' <br />, `. ��.c <br />✓ ^ 8 "� — <br />/ ,� � � � ' fr �. r:, , , <br />�/7• L<_ ibc. <br />z_ ✓ <br />✓ <br />J <br />1G7. <br />wa. <br />I_� <br />1 G'J. <br />170. <br />1%1. <br />172. <br />Detail: should bc pruvidcd on�roof (Iloor) dia• <br />phraE�n connections tha[ indlcate h^•^ lhe <br />SIW��s . re if. n;fCrred to vertic.11 ShL`aFrr.S�sl� <br />InC elemenl5. Conneclions should be ���s�died <br />�vilh structural calculation: lor compiiancc with <br />allnwaLlc valucs. <br />j�lailing for �ypsum board (lalh, shcathinC �o�rd) <br />useJ structur,lly on shear t•:all> .hould be <br />spccificd to cornply v�ilh Tahlc f;o. 47�1. <br />Shcar walls utilizinp GYPsum board (lalh, shcath� <br />in� LnarA) cannot Gc used lo resist loads inr <br />puseA by masonp• or eonerete vralL. Pootnote <br />i, r,i,i� r�o. n�-i. <br />i+ailingc, should 6c designed to withstanii a 20 <br />(50) pound per foot horizontal forcc. 7able <br />No. 23 C. <br />C,:ilinC loi:ts shoui7 bc designed for folol load <br />of nol Icss lhan 10 (20) pounds per squir�; <br />foot. l"abie No. 23-C. <br />Intcrior partilions should be justilicd slructurally <br />for strength and delleclion crlteria speci(ieA in <br />Seclion 2312 (b). <br />773 . .................................................... sliould comP�Y <br />with a sD=�ific IC'10 rescarch recommendation <br />or ju�ti(yinG tc,t dala sf:oulc� Gc submitted in <br />eUmpliancc with SeClion ]OG. <br />174. Pians should indicate 'hat foundations eziend <br />bclow lhc (rasl lina � <br />I175. Provide complete specitication in conlarm:+nce <br />vritli the design for ............................................ <br />� <br />7hcse shcrts are � part of ihe plans and :hall rcmoin altached themto. Corrections . s abovc inJicateJ will be complicd ++ilh. <br />. . � n Hcic ....................... <br />.......... .......................................... <br />Recl�ecY,ed anA APProved ...........................................................................(Sfe � ��eo�wro oi o,.���� o. �,��nc, nu <br />Dalo <br />Checiced by <br />Patc................. <br />tiLcut Nu. G o( G Sl:�.�cf•. <br />0 <br />u <br />'i <br />r <br />