某低层框架住宅结构设计图

B2MEB2MTB2ME(B1-1#,B1-5#,B1-6#)B2MEB2MT(B1-3#,B5-4#,B5-29#)B2MTB2MS01B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS结施－B2MS-0102结施－B2MS-02A21A21地下室柱平面布置图地下室柱平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME01130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700XY基础~-0.050箍 筋标 高编 号标 高截 面12%%13216KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋基础~-0.0508%%13216KZ2%%1308@100/200基础~-0.0504%%13214+4%%13216KZ3%%1308@100/200500500200200300300400400100100100100200200100400400100400400100100100200100200100100200200100100200200100100200200100200100200100100200200100200200100200100200100100400400400100400100一层柱平面布置图一层柱平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME02-0.050~4.050箍 筋标 高编 号标 高截 面12%%13218KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋-0.050~4.0508%%13216KZ2%%1308@100/200-0.050~4.0504%%13214+4%%13216KZ3%%1308@100/200500500200200300300250500KZ2KZ1KZ1KZ1KZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1XYKZ2KZ1bKZ1KZ1aKZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1aKZ2KZ1a400100100200200100100400400100400100400100100200200100100200200100100200200100100200200100200100200100100400100100200200100200200100200100200100100400400100400100400130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700-0.050~4.05012%%13220KZ1a%%1308@100500500200200-0.050~4.0504%%13222+8%%13220KZ11b%%1308@1005005002002002%%132222%%132224%%132144%%13214250500二层~屋面柱平面布置图二层~屋面柱平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME034.050~屋面箍 筋标 高编 号标 高截 面12%%13214KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋4.050~屋面8%%13216KZ2%%1308@100/2004.050~屋面KZ3%%1308@100/200XYKZ1KZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700100100400400100100200200100100200200100100200200100200100200100100200200100200200100200100200100100400400100400100400500500200200300300LZ11001001503004.050~屋面6%%13216LZ1%%1308@100LZ21003001001004.050~屋面6%%13216LZ2%%1308@1004002002504004%%13214+4%%132164%%13214250500一层结构平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME04一层板平面配筋图KL2(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL4(3A) 200x500%%1308@100/200(2)2%%13216;2%%13218KL5(3) 200x450%%1308@100(2)2%%13216KL1(1) 200x400%%1308@100(2)2%%13216;2%%13216KL6(2) 200x450%%1308@100/200(2)2%%13216KL3(4A) 200x400%%1308@100/200(2)2%%13216;2%%13216KL7(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL8(3) 200x400%%1308@100/200(2)2%%13216KL9(2) 200x600%%1308@100/150(2)2%%13218KL10(2) 200x450%%1308@100/200(2)2%%13216;3%%13218L1(1) 200x400%%1308@200(2)2%%13214;2%%13218L4(1) 200x350%%1308@100/200(2)2%%13214;2%%13216L2(1) 200x350%%1308@200(2)2%%13214;2%%132144%%13216 2/25%%13216 3/2200x4004%%13216 2/2200x4004%%13216 2/2%%1308@100/200(2)3%%132163%%132163%%132163%%132163%%132162%%13216%%1308@100(2)3%%13216200x5006%%13216 3/33%%132162%%132183%%132163%%132186%%13216 3/3200x5002%%13218%%1308@100/200(2)6%%13218 3/3200x4004%%13216 2/24%%13216 2/2楼梯另详2, 未注明板厚度均为110mm,未注明的板配筋均为%%1328@200;4, 当板上有墙体而无对应承重梁时,墙体下板底设置附加钢筋加强，具体要求见总说明；3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明现浇板顶标高均为-0.050(图中降板处除外);未注明的梁顶标高均为-0.050； 9, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。5, 本图未画剖面详图楼梯配筋采用平法表示,详见03G101-2；梯段支座负筋均同平法底筋(构造长度见图集);7, 梁平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-1；6, 梁定位未注明的均轴线居中或平柱边；8, 板平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-4；10, 为沉降观测标。1300310018004150155505100175034504600185003300590020503450310018500440018004150166503300180018003000190018007001500190028001050300x5=1500一层梁平法配筋图楼梯另详1300310018004150155505100175034504600185003300590020503450310018500440018004150166503300180018003000190018007001500190028001050LB3 h=120B:X&Y%%1328@150T:X&Y%%1328@150LB1 h=100B:X&Y%%1328@200T:X&Y%%1328@200%%1328@150500500%%1328@150%%1328@300(另加钢筋)1100LB2 h=110B:X&Y%%1328@200%%1328@300(另加钢筋)900%%1328@300(另加钢筋)900%%1328@300(另加钢筋)900%%1328@300(另加钢筋)9005005005005006%%13216 3/3(-0.080)4%%13218 2/2(-0.080)3%%132163%%13216(-0.080)4%%13218 2/2112-22%%132162%%13216%%1308@1003-3梯梁%%13110@150%%1308@20022331001501004001201002001-1%%1328@200%%1328@200%%1308@200%%1328@200158.4x5=792300x5=1500105010850二层结构平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME05二层板平面配筋图13003100180041501365051003450460033005900345046004400180041501365033002750KL2(1) 200x400%%1308@100/200(2)2%%13216;2%%13216KL4(3) 200x500%%1308@100/200(2)2%%13216KL5(1) 200x400%%1308@100/200(2)2%%13216;3%%13218KL6(1) 200x400%%1308@100/200(2)2%%13216;2%%13216KL7(2) 200x450%%1308@100/200(2)2%%13216;2%%13216KL1(3A) 200x400%%1308@100/200(2)2%%132162%%13218KL8(2) 200x500%%1308@100(2)2%%13216KL3(4A) 200x400%%1308@100/200(2)2%%13216KL9(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL10(2) 200x400%%1308@100/200(2)2%%13218;2%%13218KL11(2) 200x600%%1308@100/150(2)2%%13216KL12(2) 200x500%%1308@100/200(2)2%%13216L2(1) 200x350%%1308@200(2)2%%13214;2%%13214L5(1) 200x400%%1308@200(2)2%%13214;2%%13214L4(1) 200x400%%1308@200(2)2%%13214;2%%13218L3(1) 200x400%%1308@200(2)2%%13214;2%%13214L1(1) 200x400%%1308@200(2)2%%13214;2%%132143%%13216250x6003%%13218%%1308@100(2)3%%132162%%132185%%13216 3/2200x4502%%132183%%132163%%132163%%132163%%13216200x4004%%13216 2/23%%13216%%1308@100(2)3%%132163%%13218200x4002%%13218%%1308@100(2)4%%13216 2/22%%132162%%132163%%132162%%13216200x5005%%13216 2/3%%1308@100(2)3%%132162%%13216%%1308@100(2)3%%132163%%13216%%1308@100(2)3%%13218200x4002%%13216%%1308@100/200(2)3%%132166%%13216 3/35%%13216 3/24%%13216 2/2200x4004%%13216 2/235506001730060017300楼梯另详1800LB1 h=100B:X&Y%%1328@200T:X&Y%%1328@200%%1328@400(另加钢筋)8001600LB2 h=110B:X&Y%%1328@150T:X&Y%%1328@150LB3 h=110B:X&Y%%1328@200500500500%%1328@150%%1328@600(另加钢筋)1100LB4 h=130B:X&Y%%1328@150T:X&Y%%1328@150%%1328@150(另加钢筋)1100二层梁平法配筋图楼梯另详130031001800415013650510035503450460017300330059002750345046001730044001800415013650330060060018001600(-0.100)3%%13216(-0.100)(-0.100)LZ2100300100100G2%%13212KZ11001004004002, 未注明板厚度均为110mm,未注明的板配筋均为%%1328@200;4, 当板上有墙体而无对应承重梁时,墙体下板底设置附加钢筋加强，具体要求见总说明；3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明现浇板顶标高均为4.050(图中降板处除外);未注明的梁顶标高均为4.050； 5, 本图未画剖面详图楼梯配筋采用平法表示,详见03G101-2；梯段支座负筋均同平法底筋(构造长度见图集);7, 梁平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-1；6, 梁定位未注明的均轴线居中或平柱边；8, 板平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-4；9, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。屋面结构平面布置图B2ME(B1-1#,B1-5#,B1-6#)B2ME06屋面板平面配筋图1300310018004150136505100355034504600173003300590027503450460017300440018004150136503300600600板厚130板厚130板厚1402, 未注明板厚度均为120mm,未注明的板配筋均为%%1328@150双层双向,图中标注负筋为除通长钢筋外另加钢筋;3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明屋面坡度均为1:3;坡屋面须同时参照建施图放样施工，斜屋面梁、板标高随建筑坡屋面;5, 梁平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-1；4, 梁定位未注明的均轴线居中或平柱边；6, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。1100%%1328@300(另加钢筋)1100%%1328@300(另加钢筋)1300%%1328@300(另加钢筋)1300屋面板平面配筋图1300310018004150136505100355034504600173003300590027503450460017300440018004150136503300600600WKL2(1) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL3(3) 200x500%%1308@100/200(2)2%%13216;2%%13216WKL4(1) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL5(1) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL1(3A) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL6(3) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL1(3A)WKL7(1) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL8(3) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL9(2) 200x600%%1308@100/200(2)2%%13216;2%%13218WL1(1) 200x400%%1308@150(2)2%%13214;2%%13214200x4003%%13216200x4003%%13216%%1308@100(2)%%1308@100(2)%%1308@100(2)3%%13216%%1308@100(2)3%%13216200x4003%%13216%%1308@100(2)楼梯详图B2ME(B1-1#,B1-5#,B1-6#)B2ME07地下室柱平面布置图地下室柱平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS01XY基础~-0.050箍 筋标 高编 号标 高截 面12%%13216KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋基础~-0.0508%%13216KZ2%%1308@100/200基础~-0.0504%%13214+4%%13216KZ3%%1308@100/200一层柱平面布置图一层柱平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS02-0.050~4.050箍 筋标 高编 号标 高截 面12%%13216KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋-0.050~4.0508%%13216KZ2%%1308@100/200-0.050~4.0504%%13214+4%%13216KZ3%%1308@100/200KZ2KZ4KZ1KZ1KZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1XYKZ2KZ1KZ1aKZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1aKZ2KZ1a-0.050~4.05012%%13220KZ1a%%1308@1004%%132144%%13214二层~屋面柱平面布置图二层~屋面柱平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS034.050~屋面箍 筋标 高编 号标 高截 面12%%13214KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋4.050~屋面8%%13216KZ2%%1308@100/2004.050~屋面KZ3%%1308@100/200XYKZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1LZ14.050~屋面6%%13216LZ1%%1308@100LZ24.050~屋面6%%13216LZ2%%1308@1004%%13214+4%%132164%%13214一层结构平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS04一层板平面配筋图KL2(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL4(3A) 200x500%%1308@100/200(2)2%%13216;2%%13218KL5(3) 200x450%%1308@100(2)2%%13216KL1(1) 200x400%%1308@100(2)2%%13216;2%%13216KL6(2) 200x450%%1308@100/200(2)2%%13216KL3(4A) 200x400%%1308@100/200(2)2%%13216;2%%13216KL7(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL8(3) 200x400%%1308@100/200(2)2%%13216KL9(2) 200x600%%1308@100/150(2)2%%13218KL10(2) 200x450%%1308@100/200(2)2%%13216;3%%13218L1(1) 200x400%%1308@200(2)2%%13214;2%%13218L4(1) 200x350%%1308@100/200(2)2%%13214;2%%13216L2(1) 200x350%%1308@200(2)2%%13214;2%%132144%%13216 2/25%%13216 3/2200x4004%%13216 2/2200x4004%%13218 2/2%%1308@100/200(2)3%%132163%%132163%%132163%%132163%%132162%%13216%%1308@100(2)3%%13216200x5006%%13216 3/33%%132163%%132163%%132162%%132183%%132163%%132186%%13216 3/3200x5002%%13218%%1308@100/200(2)6%%13218 3/3200x4004%%13216 2/24%%13216 2/2楼梯另详2, 未注明板厚度均为110mm,未注明的板配筋均为%%1328@200;4, 当板上有墙体而无对应承重梁时,墙体下板底设置附加钢筋加强，具体要求见总说明；3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明现浇板顶标高均为-0.050(图中降板处除外);未注明的梁顶标高均为-0.050； 9, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。5, 本图未画剖面详图楼梯配筋采用平法表示,详见03G101-2；梯段支座负筋均同平法底筋(构造长度见图集);7, 梁平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-1；6, 梁定位未注明的均轴线居中或平柱边；8, 板平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-4；10, 为沉降观测标。一层梁平法配筋图楼梯另详LB3 h=120B:X&Y%%1328@150T:X&Y%%1328@150LB1 h=100B:X&Y%%1328@200T:X&Y%%1328@200%%1328@150500500%%1328@150%%1328@300(另加钢筋)1100LB2 h=110B:X&Y%%1328@200%%1328@300(另加钢筋)900%%1328@300(另加钢筋)900%%1328@300(另加钢筋)900%%1328@300(另加钢筋)9005005005005006%%13216 3/3(-0.080)4%%13218 2/2(-0.080)(-0.080)4%%13218 2/2112-22%%132162%%13216%%1308@1003-3梯梁%%13110@150%%1308@20022331-1%%1328@200%%1328@200%%1308@200%%1328@200二层结构平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS05LZ2KZ1屋面结构平面布置图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS06屋面板平面配筋图板厚130板厚130板厚1402, 未注明板厚度均为120mm,未注明的板配筋均为%%1328@150双层双向,图中标注负筋为除通长钢筋外另加钢筋;3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明屋面坡度均为1:3;坡屋面须同时参照建施图放样施工，斜屋面梁、板标高随建筑坡屋面;5, 梁平法施工图选用国标图集<混凝土结构施工图平面整体表示方法制图规则和构造详图>03G101-1；4, 梁定位未注明的均轴线居中或平柱边；6, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。1100%%1328@300(另加钢筋)1100%%1328@300(另加钢筋)1300%%1328@300(另加钢筋)1300屋面板平面配筋图WKL2(1A) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL3(3A) 200x500%%1308@100/200(2)2%%13216;2%%13216WKL4(1) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL5(1) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL1(3A) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL6(3) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL1(3A)WKL7(1) 200x400%%1308@100/200(2)2%%13216;2%%13218WKL8(3) 200x400%%1308@100/200(2)2%%13216;2%%13216WKL9(2) 200x600%%1308@100/200(2)2%%13216;2%%13218WL1(1) 200x400%%1308@150(2)2%%13214;2%%13214200x4003%%13216200x4004%%13216 2/2%%1308@100(2)%%1308@100(2)%%1308@100(2)3%%13216%%1308@100(2)3%%132163%%13216200x4003%%13216%%1308@100(2)楼梯及烟囱详图B2MS(B5-2#,B5-8#,B5-17#,B5-31#)B2MS07130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700100100300150250400100300100100200400250500500500200200300300130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700100100200200100100200200100100200200100200100200100100200200100200200100200100200100100400400100400100400500500200200300300500500200200250500100100200200100100200200100200100200100100200200100200200100200100200100100400400100400100400500500200200300300100100100100200200100100400400100400100400100100200200100100200200250500130031001800415015550510017503450460018500330059002050345046001850044001800415016650330018001800300019001800700100100200200100100400400100400100400100100200200100100200200100100200200100100200200100200100200100100200200100200200100200100200100100400400100400100400130031001800415013650510035503450460017300330059002750345046001730044001800415013650330060060044001800415013650330060060010030010010010010040040013003100180041501365051003550345046003300590027503450460017300158.4x5=792300x5=1500105010850100150100400120200150019002800130031001800415015550510017503450460018500330059002050345031001850044001800415016650330018001800300019001800700150019002800130031001800415015550510017503450460018500330059002050345031001850044001800415016650330018001800300019001800700150300基础~-0.0506%%13216KZ4%%1308@100/200250400KZ4100100150300KZ41001001503004.050~屋面6%%13216KZ4%%1308@100/2002504001050300x5=15001501501050300x5=150010050650179506006006பைடு நூலகம்0600600600600600600600600600600600%%1328@300(另加钢筋)1300%%1308@100(2)%%1308@100(2)WL2(1) 200x400%%1308@150(2)2%%13214;2%%13214600245024506006002300230060060022002200600600600地下室柱平面布置图地下室柱平面布置图B2MT(B1-3#,B5-4#,B5-29#)B2MT01XY基础~-0.050箍 筋标 高编 号标 高截 面12%%13216KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋基础~-0.0508%%13216KZ2%%1308@100/200基础~-0.0504%%13214+4%%13216KZ3%%1308@100/200一层柱平面布置图一层柱平面布置图B2MT(B1-3#,B5-4#,B5-29#)B2MT02-0.050~4.050箍 筋标 高编 号标 高截 面12%%13218KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋-0.050~4.0508%%13216KZ2%%1308@100/200-0.050~4.0504%%13214+4%%13216KZ3%%1308@100/200KZ2KZ1KZ1KZ1KZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1XYKZ2KZ1bKZ1KZ1aKZ2KZ2KZ2KZ2KZ2KZ2KZ2KZ1aKZ2KZ1a-0.050~4.05012%%13220KZ1a%%1308@100-0.050~4.0504%%13222+8%%13220KZ11b%%1308@1002%%132222%%132224%%132144%%13214二层~屋面柱平面布置图二层~屋面柱平面布置图B2MT(B1-3#,B5-4#,B5-29#)B2MT034.050~屋面箍 筋标 高编 号标 高截 面12%%13214KZ1%%1308@100箍 筋未标注纵筋编 号截 面标 高编 号截 面箍 筋未标注纵筋纵 筋4.050~屋面8%%13216KZ2%%1308@100/2004.050~屋面KZ3%%1308@100/200XYKZ1KZ2KZ2KZ2KZ2KZ2KZ2KZ1KZ2KZ1LZ14.050~屋面6%%13216LZ1%%1308@100LZ24.050~屋面6%%13216LZ2%%1308@1004%%13214+4%%132164%%13214一层结构平面布置图B2MT(B1-3#,B5-4#,B5-29#)B2MT04一层板平面配筋图KL2(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL4(3A) 200x500%%1308@100/200(2)2%%13216;2%%13218KL5(3) 200x450%%1308@100(2)2%%13216KL1(1) 200x400%%1308@100(2)2%%13216;2%%13216KL6(2) 200x450%%1308@100/200(2)2%%13216KL3(4A) 200x400%%1308@100/200(2)2%%13216;2%%13216KL7(1) 200x400%%1308@100/200(2)2%%13216;2%%13218KL8(3) 200x400%%1308@100/200(2)2%%13216KL9(2) 200x600%%1308@100/150(2)2%%13218KL10(2) 200x450%%1308@100/200(2)2%%13216;3%%13218L1(1) 200x400%%1308@200(2)2%%13214;2%%13218L4(1) 200x350%%1308@100/200(2)2%%13214;2%%13216L2(1) 200x350%%1308@200(2)2%%13214;2%%132144%%13216 2/25%%13216 3/2200x4004%%13216 2/2200x4004%%13216 2/2%%1308@100/200(2)3%%132163%%132163%%132163%%132163%%132162%%13216%%1308@100(2)3%%13216200x5004%%13216 2/23%%132163%%132163%%132162%%132183%%132163%%132186%%13216 3/3200x5002%%13218%%1308@100/200(2)6%%13218 3/3200x4004%%13216 2/24%%13216 2/2楼梯另详2, 未注明板厚度均为110mm,未注明的板配筋均为%%1328@200;4, 当板上有墙体而无对应承重梁时,墙体下板底设置附加钢筋加强，具体要求见总说明；3, 建筑物外围构件节点做法必须同时参建施,并按其要求设置预埋件,如遇矛盾及时与设计单位联系解决; 说明：1, 未注明现浇板顶标高均为-0.050(图中降板处除外);未注明的梁顶标高均为-0.050； 9, 未注明附加吊筋均为2%%13212;主次梁相交处或等高交叉梁系的各交点均须按总说明要求布置附加箍筋。5, 本图未画剖面详图楼梯配筋采用平法表示,详见03G101-2；梯段支座负筋均同平法底筋(构�