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级筑甲:责业负级证书别人对计建州市定核责人审审目负项郑设校专制图段共阶张同合号第专比张例业次称程工名目项:1601051院日期书编证计设号张建 筑电 气给 排 水结 构暖 通1-10.51.1.1.51.59.14.经三路小学省政府招待所7F原有建筑厕所运动场经三路入口新建综合楼地界4F4F8615.0容积率,绿化率根据学校总面积而定总平面图地下车库面积地上建筑面积1:500M2425.0M26F学校入口4F5F银行家属院N地下停车出入口原有建筑原有建筑原有建筑原有建筑2机房层平面1:100项负目审审人责核定郑市州建筑图制专校设计对人别书证级负业责:甲级设计院号证编书1601051:期次业例号项目名工程称日张比专合同第张阶共段张总建筑面积11040.0M2M-1M-1机房FM-3R9686R9686一层建筑外边6F水箱间1%22.40026.30022.40023.600上下下下杂物间C-3C-3C-3C-3C-3C-3C-2C-2C-31M-2M-2FM-498ZJ401栏杆做法1#楼梯1#楼梯3#楼梯C-32C-32一层建筑外边1:100水箱间层平面4200350030503900345045045030503500380040045007001004503900380035004503050450350030509001002001002001002001002001002800350032003900700700280035003800400700450012007007002800700350028003500C-5C-5C-5C-5C-51F-0.400%%p0.0004.5008.4002F3F11.9004F5.3509.25012.750C-15C-15'C-15C-30C-5C-5C-5立面图1:1005.4006.90010.8009.300C-12'C-1212.80014.300C-12C-26C-2718.90022.40026.3006F水箱间机房15.4005F19.75016.25030.50031.40029.800C-15C-32C-15C-3228.40027.200C-5C-51319.80021.300C-1298ZJ001白色亚光面砖外墙17.80016.300C-12外墙青灰色磨光花岗岩98ZJ00124C-12'C-12C-12C-5C-5C-5C-27C-281F%%p0.000-0.400C-13'C-13C-5C-5C-5C-5C-13C-5C-5C-292F3F4F11.9004.5008.400C-12C-12C-5C-5C-13C-5C-5C-13C-5C-56F5F23.60018.90022.40015.400机房450042003700225019501750225019501750195019501050014200225022502250105010501050105010501050105010501050105012等分 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份11机房6F5F4F2F1.6004.50022.40025003100165015501501200150260x10=26001:503#楼梯四-六层平面图下上15.40011.90010.15013.65017.15018.90025003100139015501501200150260x11=28601:503#楼梯机房层平面图下20.65022.400卫生间平面放大图1:50100014006400160016001600160020001500900900900500550700700700700950700950450水池成品由甲方自定18.88015.38011.8808.3804.48098ZJ512女厕男厕10010050200502005020050500150015003007003801201001202803001500预埋钢板贴构造柱表面%%c100%%c75套接焊牢不锈钢管不锈钢管与29.80056001200270035003900450035007000217021702170217021704500-4.500地下室1F%%p0.0001:1002-2剖面图-5.9004.5008.40011.90015.40018.9003F2F机房22.4006F5F4F水箱间26.30023.6002200吊钩底距楼面不小于60028087025001250030002752200353074701200-4.500-4.220-0.120防火卷帘95Z331-3.100室外地面-0.400-0.300-0.40044003800650070007000250018002000160070030040040006001000-4.500-4.220集水坑-3.220-3.100-4.020-3.170-0.400-0.300-0.40030嵌聚氯乙烯胶泥600附加卷材一层,外伸A98ZJ901塑料膜保护层厚钢筋混凝土结构层(详见结施)1:2素土夯实卷材防水层C30宽厚厚30dihg100厚2厚20fe厚30做12220Acab 保护层C20细石混凝土C15混凝土垫层 找平层水泥砂桨C15混凝土垫层细石混凝土表面抹光5高水泥金刚沙防滑条@150150250L=200,@800预埋件锚筋%%C6 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