某市8层混凝土框架结构办公楼建筑施工图纸

电梯厅四层平面部门会议室休息室乒乓室政工干事政工仓库仓库五层平面休息室支队首长会客室办公室休息室支队首长会客室办公室休息室支队首长会客室办公室休息室支队首长会客室办公室网络秘书秘书秘书秘书秘书秘书仓库政治处领导办公室政工干事后勤助理员台球室队史室三层平面休息室防火处领导办公室会议室防火参谋档案仓库防火参谋建审留置室休息室防火处领导办公室防火参谋建审防火参谋防火参谋档案稽查大队稽查大队听证六层平面休息室休息室档案司令部领导办公室机房档案仓库灭火调度指挥室办公室七层平面仓库电脑总机中心办公室大会议室办公室仓库办公室办公室一层平面门卫接待室北立面图东立面图南立面图电脑总机中心办公室设备用房设备用房设备用房设备用房电梯厅部门会议室电梯厅消防会议室电梯厅部门会议室电梯厅部门会议室电梯厅二层平面门厅上空学习室火警干部值班室电视室支队首长值班室勤警分队寝室勤警分队寝室勤警分队寝室仓库仓库仓库休息廊电梯厅休息廊勤警分队寝室学习室开水间开水间开水间档案休息室后勤处领导后勤助理员后勤助理员后勤助理员档案室结算中心机房层平面仓库预埋件M12%%c61:5151818606030156015153010061560301530*30方钢,白色油漆.20厚1:2水泥砂浆抹面900(踏步尖至扶手面高度)11/2木螺钉(中距270)(与金属栏杆电焊)-50*6通长扁铁硬木扶手漆聚脂漆,磨光注:铁件之间均焊接注:水平段长度超过500时栏杆高1050.顶层收头处做100高素混凝土翻边.20*20方钢,白色油漆.1140纸筋混合灰底,纸筋灰面,刷白涂料二度140280楼梯栏杆大样57080530*30方钢20M130*30方钢4020*20方钢20 2020*20方钢50 150 200 500900(踏步尖至扶手面高度)111099浙J36-0.36-0.4521.651.083.8023.50%%p0.00-0.457.0010.2013.4016.6019.803.8023.5011099浙J36-0.35N-0.45-0.05-0.45%%p0.00屋顶平面75PVC雨水短管(伸至离屋面200处)坡脊线 铁爬梯 2001浙J43 铁爬梯 2001浙J43 铁爬梯 2001浙J43100PVC雨水管.斗(余同）27.1027.1027.1023.5024.6023.50坡脊线23.5023.5023.5023.5023.5023.5023.50坡脊线B-B剖面图副楼梯一层平面副楼梯标准层平面主楼梯顶层平面A-A剖面图下下-0.35车库车库坡道坡道-0.4511099浙J36散水散水散水115215316轻质隔墙(余同）4163.803.803.753.803.807.007.007.007.0010.2010.2010.2010.2010.1513.4013.4013.4013.4013.3516.6016.6016.6016.5519.8019.8019.8019.75100PVC雨水管.(余同）4.3027.1028.6028.1029.2024.1028.1029.2024.10-0.05轻质隔墙(余同）轻质隔墙(余同）轻质隔墙(余同）轻质隔墙(余同）10.1510.156.956.956.9513.3513.3513.35幕墙由幕墙公司另行设计副楼梯七层平面主楼梯一层平面主楼梯二层平面副楼梯 主楼梯予埋%%c50短管(余同）由幕墙公司另行设计416416516516516616716816816816816816816816816916916916916916916916916916916101611161016101611161216121613161216121612161416141614161516151615161616161617161816坡道坡道16.5516.55181627.10-0.05%%p0.00%%p0.00-0.35-0.457.0010.2013.4016.6019.803.8023.5027.10-0.35-0.457.0010.2013.4016.6019.803.8023.5027.10-0.35-0.457.0010.2013.4016.6019.803.8023.5027.1028.1029.2027.10191619161916详见建施-14详见建施-14%%c50地漏(余同）予埋%%c50短管(余同）%%c50地漏(余同）%%c50地漏(余同）%%c50地漏(余同）500x400x40细石砼滴水板 管底设500x400x40细石砼滴水板 管底设500x400x40细石砼滴水板 管底设500x400x40细石砼滴水板 管底设 别为丙级，按7度设防，结构类型为框架，防火等级二级，正常合理使用年限为50年。四、墙身： 以上为M5.0混合砂浆砌筑。五、材料做法：七、内墙粉刷：十、门窗： 米标高处。一、本工程总建筑面积5369平方米，七层，局部八层，建筑总高度为23.95米。建筑抗震类二、本工程图纸所示尺寸均以毫米为单位，标以米为单位。 （1）砖采用粉煤灰粘土砖，强度等级为MU10。 以下为M7.5水泥砂浆砌筑， （2）墙身防潮层采用1:2水泥砂浆内掺5%防水剂，共20厚，位置设于底层地坪-0.060 （1）屋面：20厚1:3水泥砂浆找平层、1:8水泥炉渣找坡 层（最薄处30厚）、钢筋砼现浇屋面板、板底1:1:4底，纸巾灰面。 （2）楼面：1:2水泥砂浆面层20厚、钢筋砼现浇楼面板、板底1:1:4底，纸巾灰面。 （3）地面：1:2水泥砂浆面层20厚、C15砼80厚、片石垫层夯实200厚、素土夯实。 （4）散水：1:2水泥砂浆面层20厚、C7.5 砼垫层80厚、碎石垫层70厚、素土夯实。散 水宽为600，每隔15米留伸缩缝一道，缝宽20，散水同外墙之间留20宽伸缩缝，伸缩缝均采用1:2沥青砂浆嵌实。六、外墙装饰：标高7.00以上为高弹性外墙乳胶漆，7.00以下为真石漆，用色见立面图。 扫毛或划出纹道，8厚1:2.5水泥砂浆罩面。铁板压光后浆防水剂。抹灰后要求经过至 少15天后再做乳胶漆。施工温度不低于+15C） （1）一般墙面为1:1:4底18厚，纸巾灰面2厚。楼梯间墙面做白色内墙乳胶漆二度。 （2）卫生间墙面：1:3水泥砂浆底12厚，1:2 水泥砂浆6厚。厕所地面周边均做120高 素砼翻边。墙裙材料由建设单位自定。 （3）踢脚线150高，一律做内凹式，做法采用浙85J301图集P.13大样7。八、雨水系统：雨水管采用硬聚氯乙烯PVC-U雨水管，直径φ100。九、办公室空调外机留孔：预留孔中心距地2000MM，预留孔采用φ25PVC管埋入墙中，长 240。其它设备预留孔另详电施，水施。做法参见浙J16-94省标图集通用节点大样。 （1）封闭楼梯间门采用浙J23-95乙级木质防火，耐火极限为0.9小时。十五、本工程采用的标准图集：自理。 （3）所有外窗采用95系列，白色PVC塑料窗配 5mm白色玻璃，窗均带纱。塑料门窗应十一、门油漆，外门栗色乳胶漆，内门本色乳胶漆。十二、本工程使用之电梯的井道预留孔及预埋件位置详电梯厂提供的装配图。十三、凡在结构承重部位有管道穿墙或预留洞，待安装完毕后，须按原构造修补平整。十四、本工程设计图中未涉及者均按施工规范或常规做法。 （1）PVC塑料窗采用99浙J5《PVC塑料门窗》图集。 （2）防火门采用浙J23-95《木质防火门》图集。 （3）木门采用浙J2-93《木门窗》图集。 （4）卫生间，盥洗室采用 图集。 （5）屋面采用99浙J14《平屋面》图集。 （6）楼地面采用85浙J301《楼地面》图集。（4）PVC塑料窗构件超出额定长度，内腔均须加衬“增强型钢”。采用相应的“全防腐型”五金配件及特制的紧固件。门窗防盗措施由建设单 位 （2）胶合板，镶板门应用统一材质，门锁采用不锈钢球形执手锁。 建 筑 总 说 明%%P0.000%%P0.000中国华西工程设计建设总公司（集团）执业注册师盖章审 核审 定设计证书2201221设计总负责人设 计专业负责人校 对工程名称项目名称A1=1051,594比 例比 例图 号图 号日 期日 期设计号设计号图 别图 别结 构建 筑给水排水电 气暖 通动 力1:100A12003.11TSC1524TSC1515APSC0627LSC0915C特1PSC0618ATSC特1窗TSC1818ATSC1518ATSC2818101500×240052121500×1500600×2700900×15001500×2700600×18001500×18001800×18002800×1800 99浙J5《PVC塑料门窗》图集251521012264956门 窗 编 号PSMw1527AMLC116M1021MFbM1527BM特1门类别门 窗 一览表樘数1200×27002950×27001000×21001500×27006000×3000（mm）洞口尺寸（宽×高）1500×2700 浙J23-95《木质防火门》图集编 号代号图集采用标准图集及编号2819741乙级木质防火门备 注MFbM1227BMFbM1527B15M0821800×21002527M3021B3000×2100416M15211500×2100816M12211200×2100416M15211500×21008PSM10271000×27004PSM15271500×270012800×2950TSC特2TSC特3TSC特4TSC特5 99浙J5《PVC塑料门窗》图集见建施15详图见建施15详图浙J2-93《木门窗》图集见建施13详图三、本工程相对标高%%p0.000相当于绝对标高见总图,室内外高差0.45米。99浙J36做法为12厚1:3水泥砂浆打底水刷带出小麻 面，再做乳胶 漆（以上水泥砂浆中均掺水泥用量5%的VC-微晶水泥砂120-240砖墩（M25砂浆砌）中距500X500高180;35X495X495C20钢筋混凝土予制板，1:3水泥砂浆嵌缝,金属百叶金属百叶26.50消防支队徽标SBS改性沥青防水卷材其厚度为3MM，10.15政工干事-0.36-0.457.0010.2013.4016.6019.803.8023.5027.1018.2015.0011.808.605.402.68-0.361.082.681.08-0.36-0.056.9513.3516.5510.153.753.75主楼梯标准层平面%%P0.0019.8018.201916PSC12271200×27005PSC1218A1200×180021-1剖面图-0.35-0.457.0010.2013.4016.6019.803.8023.5027.10-0.35-0.457.0010.2013.4016.6019.803.8023.5027.10516-0.35-0.457.0010.2013.4016.6019.803.8023.5027.1028.1029.2027.10西立面图TSC特4MLC1TSC特2TSC1524TSC特5TSC特1TSC特3未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 未注明墙厚为240 PSMw1227A1200×27005灭火调度指挥室轻质隔墙(余同）轻质隔墙(余同）轻质隔墙(余同）轻质隔墙(余同）结 构建 筑给水排水电 气暖 通动 力结 构建 筑给水排水电 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