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. . . . • , <br /> . . . � -. . �, •;:�,;.- <br /> , 7:�7. Car.��s ror w� 5io��r.� or ����,�� �i��s„ro o:,r5 167. Details sl�outA be�provided on'mof (floor) dia• � I <br /> shouid be designed fot a minimum 2UCJ�pound phragm conneclions lh�l indicate hovr the <br /> •vdmt•1 luad. Section 2302 (b). shous arc Iranslened to verlical shear�resish <br /> I I56. �I.ivc load sipns are �nqi�ired. Seelion 2309. See � , In� clemenl;, Connections choWd be justifieA � ' <br /> - . -.......... . .. . .......................... � wilh siructural calculations for compliancc wi�h i � <br /> allor:,LIC VaWc„ � <br /> 159. Glucd�laminated lumbcr should bc fab�icated in � <br /> accmJancc with Scclicn 25ll (Q. 1G6. Nailing for gypsum buard (Iath, shcalhin�board) � <br /> IW.IWlov:aLle strcss in �Iucd�iaminated mcmbers useA structurally on shear walls shoulJ be , i <br /> over 72 inches in deplh should consider a specilied lo cort?piy viith Tabie IJo. q7•I, <br /> deplh mduclion fzclor. Scction 2511 (d) G. � <br /> — 1G9. SIiCM v+alls Ulilizin`�;ypsum board (la(h, shCMh• ! <br /> . IG1.( [:ollcA conneclions exposed to the r:eather �ie — inp bnard) w mo: be used lo �esist loads im• � ' <br /> limiled l0 75 perceni of thc allowable IoaA posed I�y ma>anry tir concrMc vialls. �ootnolc I <br /> tmdcr prolctled tondition;. U.D.C. StanJard 1, Tablc No. 47•I, <br /> No. 2517. I <br /> 1G2. I Anchotat;e nf concrefe and mosonry wails shouid 170. liailings should be designeJ lo with;land a 20 �, <br /> comply v:illi Secfion 2313. (5U) pound per foot horizontal force. Table I <br /> IJo. 23�C. <br /> 1G3. i P�w+ood grcdes shuuld eonform with l�ablc No. � � <br /> 7.5�6. ]71. Cc�ling joisls shouid bc desipned for lolal load <br /> 1G4. JustiGcation is requireA lhat sulficient slopa or of nol Icss U�an 10 (20) pounds per sGuare <br /> I czmbcr is availablr. fo assu�c adrquat^ roof ' fool. 1'able No. 23�C. <br /> drzinof,c altcr Inn� timc defleetions. In tieu ot �7p; �nlerior arYilions shoWd be 'ustified siru[turall I �I <br /> Ihis, roofs must be designed for possi6te pond• � 1 Y <br /> ing of r�aler. Sectien 2305 (e). for sVength and defieclion criteria specificd in <br /> � Section 2312 (b). <br /> 165. Delails on sticssing metlwd and hardware aion� — � <br /> vrilh juslifying dzta aw reQuired on prestressed 173. .................................................... should comply <br /> . eoncrcle vrorY.. This dala should be �ubmilied with a specific ICF30 researN� retommc�dation <br /> and cpproved prior to ordcring of mateiiai. or justifying lest dala �hould bc submitled in <br />_ • Note that zll lendons should comply �yith Sec eompiiance with Section ]06. <br /> tion 4303 (c) 3, for fire�resistive purpases. <br /> 1G5. Yleldin�,dcta or detziis for steci decY,inp, used as • 174. �plans should inAitate that foundations c#end <br /> a diaphraG�n should be prov'�dcd. Information bclow lhe frost line. . <br /> shouid eemp�y with a ,pecilic ICDO roscarch . <br /> recommendalion or tesl daW submitted in 17G. � Provide eomplete speci(iwtion in conformance <br /> • � tmnpliante wilh Scdion 106. �with thc desi�n for............................................ <br /> � AdJitionai Cormctions: � . � • � � . � . ' <br /> ✓ �i SY2.�c f•..�(thl� l�Rl�t-��L P��MR.^(ZS Sl-IALL Qn ��y.c H ifZ IC2� PR T��Y%I> <br /> �:A2, � � � r—n 1 <br /> ✓ .. L Sr..��ti` GCC''c -f.�,{�<i SLIAL(. C MP _I ..J�TH � H [ S�c 1210 <br /> . v s A 2L��_ iJ� hcc:'i> uP`f-1�J-(G HAIL. R� (>fZiy tn:� �v "Yi-{ A M � !-. i '-7 <br /> - , --- c�.l+RAh-,t�. c7R �0 aN0 SHti��- R�- � 1-1 A 2 'Ab trl ilcc < ac <br /> . . C Ae i�-(..,r1 <br /> . �� _4. 5...�c ou�i.E-f C ir-1t,"IAt�C� n-.1 RA7i-IftnJnS sNAI_�. ��n- � r r-�h- rA ��Y <br /> _ � _ cii�c.,u"i Pi�-7-t'"rt,.,i 1 ' Z o - �, (ra� � ' <br /> ✓ . -� �.VV '�-.� P� 11J�S. . . . • . ' . <br /> These sherts are a part oi the plans and shall remain altached Iherelo. Cotmclions as above indiwled will be complied .vilh. <br /> Reclieckedar.d Approved_..........................:...............................................(Sign Here) ..........,......_........................................................... <br /> ' . ' • (SlgnaWm of Owner or Appliunq <br /> . r � UdlO.......«__.._................».:.._.......:.._...........«.... � C.�1CC�cCt�Vy.............................................................................. <br /> Dale. � .............._.........._............................................... <br /> . <br /> Shect No.G nf G Shccls <br /> . � <br />