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157. Garages for the sloragc of private pleasure cars <br />shoulu bc dcsigned for a minimum 2000�poUnd <br />whcei loa�. Sctlion 2302 (b). <br />158: Live load siGns arc mquired. Section 2309. See <br />...................... <br />159.' Glucd�laminated lumbcr should bc labricated in <br />accordancc with Seclion 2511 (f). <br />16D.�A�lowable stress in Glucd�iaminaled membcrs <br />over 12 inthes in deplh should considcr a <br />depth reductinn factor. Section 2511 (d) G. <br />161: j �olled mnnections exposed to thc weaiher are <br />Ilimiled to 75 percent of lhe allowable load <br />under protecled conditions. U.O.C. Standard <br />No. 7_5�17. <br />162: � Mchora�e ol concretc and masonry walls shocld <br />comply with Seciion 2313. <br />163: I Piywood Grades siwuld cordorm with Table No. <br />25 6. <br />16C.'� Justification is required that suflicient slope or <br />Winber is available �o assurc .Acquatc roof <br />drainaCe afler lon� time defteetions. In lieu of <br />ihis, roofs must be desi{?ned for possiblc pond� <br />ing of walec Seclion 2305 (e). <br />165.' Dclails on stressing mclhod and hardware along <br />wilh jUslifying data arc requirr.d on,prestresseA <br />concrete work. This data should be submitted <br />and approved prior to urAerin[; of material. <br />Nolc ih�t all Icndons should comply with Scr <br />tion 4303 (c) 3, for firc-resistive purposes. <br />]G6.� WclAin� data or details for steel deckin�; used as <br />� a diaphragm chovirl be provideJ. Information <br />slioWd comply nifh a specitit IC80 researd� <br />recommendation or test datn suLmiL'ed in <br />� rompliancc v.'ith Scr�ion 706. <br />qdditional Correclions: <br />1G7. Details should bc provided on root (floor) dia�• <br />phra�m �connections that indiwte how the <br />shears arc trans(erred to vcrtical shear�resist� <br />ing clements. Connec[ions shoulA be justified <br />with struclural caiculations for tornpliance with <br />allovrablc valucs. <br />168. Nailin� for gypsum board (lath. ,hcathing board) <br />Used sirucWrally on shear k��lls should be <br />spetificd to comply wilh Tablc No. 47�i. <br />169: Shcar walls ulilizinG GYPsum board Qaih. sheath� <br />ing hoard) wnnol bc used lu resist loads im� <br />posed by masomy or conactc walls. fooMotc <br />1, Table IJo. A7�I. <br />170: RailinGs should bc designed to withstand a 20 <br />(50) pound per foot horizonlal (orce. iablc <br />No. 23 C. <br />lll: Ceiling joists shoulA be designed lor lolal load <br />of not Icss than ]0 (20) pounds per square <br />fooL Tablc No. 23�C. <br />ll2! 'ntcrior paAilions should bc justificd stiuctura!ly <br />tor sirength and deflection trileria specified in <br />Sedion 2312 (b). <br />173 . ............................ .. ._..._... shoWd comp�y, <br />with a specific ICf30 research recammcndation <br />or justifying test data should be saUmitled in <br />compliance with Seclion 106. <br />774: Plans should indicate that (oundations cxtend <br />bclow Ihe frost Iine. � <br />]75f� ProviAe ccmp�cte spenf�[ation in conformance <br />�i with thc dcsq;n for .. _._.... ._..... <br />� ,, _ . . ; .i , ,. �L. r... <br />c.�f-�P�y ..n''F�. �I '� F Tlar u� ��'QF-� M�c{-1h� nC4L � 0� <br />i. -[ f tiH� �'�� C��l' �I s�f AS n� t�-�-«�'R1L PnP' .i- <br />t�'� fl f1�1 C RR � P I< ��.�_ �r.f To F� ,F F�f� R.c. <br />-�' 1 ( 1I -'1 r- ?_-.� �. ,.�c ��i���t-1' �il•'' V "'�.c '1��,.i� <br />� • , r. . �. � � e � , r � L r t - . h � . � y-C , � � 4 �. <br />. . . � .lf. f. '�/. r�1 _ _ _ <br />..".•�l�..r�'_: �. " .. <br />These sheets are a part of the pl�ns and shall remain attached lherelo. 0.:reciions as. bove indicaled wi�l be complied wilh. <br />HecheckedanA APProved ......__ ..................._..._..........................._......_....(SiCn Here) ..................._.....'_._................._......._........__.... <br />("i�nzlum nl Owner m nrni��.,�n <br />UaIC..........___._ .............................._............____.. ChCCkCdby.._......................................................................_.. <br />Datc.__.. ..____......._.._.........._. ._...._..._ .........................._. <br />Shc(i f�n. P of G Sherls <br />