-1.500302022382/6225225111130202238150150385034750@2001111302022383838522522520251925385034754@200222230202238150150405036754@2001111302022382225225405036752@20011111225225390034500@20011DL-2300700350100-1.500110382010200@40022300700350100-1.50022438382010204@40022车库顶层梁配筋图1:100F36003600G37503750H375029700J37503750K3750385038504050197002/65405039002114@2501060106011124@25010601801134@25096096044@250990990444444@250(顶部通长筋)4@250(顶部通长筋)15、墙体内预埋件亦应按水施图要求事前预埋或预留孔洞,避免事后开洞破坏墙体。室内装修时不得破坏任何墙体。13、外围围护墙与填充墙交接处无框架柱时设置构造柱GZ,断面为240X240,纵筋4%%13012,箍筋%%1306@200,14、各层240墙上顶部无框架梁或连梁时设墙顶圈梁,圈梁断面为240X180,配4%%13010,箍筋为%%1306@250;加密区按西南G601图集,加密区箍筋为%%1306@100;各构造柱和内外墙交接处均设拉墙筋2%%1306,沿高度间距500,17、设计活荷载均按现行规范取值如下:露天停车场20.0KN/平方米;一层室内停车场4.0KN/平方米; 6、尺寸标注单位除标高采用米(m)外,其余均采用(mm)。11、凡未注明之现浇钢筋混凝土构件其纵向受力钢筋的混凝土保护层厚度如下:梁为25mm;柱为30mm;板