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,n <br />u <br />,�. i. h shf;��uc r dculabons onJ detaAs st nuld be pre.- <br />� ��drd lur . _ . .. __.._. . _.._ .... <br />i. _. . .__ . _ ... .. .. . .. .. ._. ... ... <br />�!,: � RnJfs�stuff LC dCsignr.d lor Sno•v Io3A5 0l <br />1 .. potmds per square tool. Settion <br />7305 (ci. _ <br />�•;y j Tl�c raof slrouiJ Le desip,ned for uUldt vimJ pres� <br />it11C: wi�h �On Copsi(1CrdIIJn fOf I.IfCIdI Sll�)(>Off <br />ol cumpression Ilan�es ot flexural memhers. <br />�Sf,, � Flonr load should consider a 20�P���nd per <br />� squaro loot partition load. Seclion ?302 (b). <br />--'— — — <br />�y7, i 61ar�uce5 should bc design^d for a 60�pounA per <br />squarc loot Ilvc IoaA. Tablc IJo. 23�A. <br />—_a__ — _—_—_—_— <br />�5g, f., ra,n,es for thc storaF±e of private pleasurc ears <br />shnu�cl bc designed for a minimum 2000�POund <br />whecl load. Se[lion 2302 (b). <br />— —_ _-- <br />I`9. Livc Ioad signs are reqwred. Setlion 2309. Sec <br />160. Glucd�laminated lumber shoulA �e lobricated in <br />accorchnce xath S�ction 2513 (c). A certllicate <br />of inspeclion 5h0uld be suBmitteJ to you. Seo <br />tion 2�13 (c). <br />I61. A��owable stress in glueA�laminatcd memhers <br />over 12 inches in depth should consiUer a <br />tleGth reducdon faclar. Sectio� 2513 (a) 4. <br />1G2. Cross Grain tension in wood is iim�ten to ,nnrox�� <br />mately one�third ihe allev:able stress in shcar. <br />Roof anA iloor I�dgers should be i��shficC for <br />thls tension resWtm� from a[GG�pountl per <br />lineal (oot horizontal ferce speci(ied in Section <br />2313 in Combination r.ith deatl loatls, both <br />causiny ecceniric moments. <br />163. I BnRrd cor,nections ezposed to lhe vreathrr are <br />lim�red to 75 per ceni ol thc allovrablc load <br />untler pro,ectetl contlitions. U.B.C. Standard <br />�a. 25.1711 (c). <br />IGt. I Anchorage ol concrete and masonry walls should <br />tomply with Settion 2313. <br />I165. � Ptywood E;rades should canform with iable No. <br />; ZS C. <br />1._- ___ __.___ <br />IC6. �� Jusldication i, rcpuued tha[ sufficient slope or <br />camher Is available to assure adeQuate roof <br />ArainaC.e alter long time deflection,. In lieu of <br />I this, roals must 6e desi�nrd br po<siLle <br />pondinR of water. SC[fion 2305 (f). <br />ic� <br />168. <br />1G9. <br />170. <br />171. <br />172. <br />173. <br />Uctltls Gn ir n �� ru �..I .ii..l � , ... . . <br />e:illl juildyin d�f;� ar� r qwn,l . � <br />conaMc �vniY.. Ilus iL�la Ni�.nid I.. . . <br />anA ,�pp�nved Pnm lo ru�lr.nm. , ��. .. <br />Notc tha' :dl tendons shmtld n.�„�,��, :_ <br />tion 4303 (c) 3, lor luo-resistwc pint. . <br />PlCldinl' ��la or dMailS lor :troi dr�rlm . . <br />a diaphrai�n 5hoidd Go prnvul�-d lo� ... <br />shoulU comply ndh a zpvuhc Irfin ., ., , <br />recomnsndnhon or lesl data suhmitb�J ��� <br />pliancc wdh Seclron IOG. <br />Uetails should be provided an rool pl:..�. � <br />�n�ae�n �o.,�c�i.o„s u„� ��,d�c,:,. �, _ <br />ShcarS arC translcrred Io vc�Uc.il thi•ar:� � <br />clements. Connectirnu should h�� �usb�- �. � <br />strudural calculalicns tor comphanr.r v.... . <br />lovmblc vaWcs. <br />Nailin� for gYpsum board Qalh .hr�Hu � . � <br />used structurally on shcar walls sh .�' i� <br />specilied and [ontply v.ilh lablc tJo 1�I <br />iShcar •.valts utilizinC: L'YPsum boa�d (hth , .•" <br />inC boarA) [annot be used to resist I� . <br />Iposcd by masonry or coneretc vralis In�t� <br />l, T, bie No. 47�1. <br />Railings should be Aesi�netl to withstand a:� <br />pound per foot horizontal lorcc. Scct�nn 7.,.. <br />Ceiling joisis shoutd bc desipned lor tot.d P•i�: <br />of not Icss tl�an 10 pounUs per squarc fi,��t <br />. Seclien 2304. <br />174. Interior partil�ons should be justiticJ stru�tur.i� ; <br />for 5trenr;th and deflection cntena spcohrd �: <br />Section 2312 (b). <br />__._ <br />175. .._ ___._..... ..._ . .. _. . shoutd cam;'��Y <br />v�ith a specilic IC60 research rccominenA.it���:� <br />or justifying test data shoWd bc subniAtetl �.� <br />compliante with Sectian 106 <br />176. . lVood members en[erin� masonry nr rnnu,-��� <br />should eompry wlth Section 2509 (�). <br />177. Plans should irdicale lhat foundal�ons cdrrl <br />bclow thc (rost linc. <br />176. Providc eemplctc sfeciliwtion in conlaruiin��• <br />wi[h thc desi�n for ... . .... . . <br />T�ei[ a�eeb are a pnrt ol lhe plans antl shall rrmain attacheA �herelo. CorreUions as a0ove indkateE will Le compti�.tl w�w <br />RechcCkcJ and Approvc,L _ . .._. _ ..... . ..._. . _.__ ._ �. <br />�dtr <br />(Sign Hr.�c). <br />CLu. ... <br />Datc............. ._.._..__.... ._ _ _._......_. ._._. __ . . <br />fann :003 <br />_� ) <br />Shcel No. . �._. .of.. .. �. _.._. Slicets � � - i `� 'r • -J�,: / <br />a� <br />) / , L� •-L- � . <br />