1550平方米老年公寓建筑设计施工图

120三布六涂氯丁胶防水层钢筋砼结构层接排污管60030雨水口详西南J202-D4/371:3水泥砂浆找坡压光11:20客房卫生间详图M-22400800M-2850210021001:30C-2值班室17203803801720500JXM750JXM120C-3C-1C-1C-1C-1C-1C-1C-1C-11:100三层平面图 C-2C-6值班室M-1M-1M-1M-1M-1M-1M-1M-1M-1聊天室M-2M-2M-2M-2M-2M-2M-2M-2标准间标准间JXMJXMJXMJXMJXMJXMJXMJXMC-1C-1C-16.900二层平面图 1:100JXMJXMJXMJXMJXMJXMJXMJXMM-2M-1M-2M-1M-1M-2M-2M-1M-2M-2M-1M-2M-1C-3M-1M-1C-1C-1C-1C-1C-1C-1C-1标准间标准间聊天室3.600M-1M-2C-1C-1C-1C-1 一层平面图 C-4C-4C-4C-4C-4C-4C-4C-4标准间标准间C-5值班室M-1M-1M-1M-1M-1M-1M-1M-1M-1聊天室M-2M-2M-2M-2M-2M-2M-2M-2JXMJXMJXMJXMJXMJXMJXMJXMC-4C-4C-4%%p0.000屋顶平面图 1:100屋顶水箱1:1001%屋面检修孔做法332-2详西南J2021110.2006.900%%p0.0003.60013.50013.50015.000暗沟沿墙布32a西南散水沿墙布41J812西南J812J412221栏杆做法参西南四层平面图 C-3C-1C-1C-1C-1标准间C-1C-1C-1C-1标准间1:100C-1C-1C-6M-1M-1M-1M-1聊天室M-2M-2M-2M-2JXMJXMJXMJXM6.900C-1C-2值班室M-1M-1M-1M-1M-1M-2M-2M-2M-2JXMJXMJXMJXM14.70016.20016.80016.2001%3003.600%%p0.0006.90010.20016.20014.70013.5003.600%%p0.0006.90010.20016.80016.20014.70013.5003.600%%p0.0006.90010.20016.80016.20014.70013.5003.600%%p0.0006.90010.20016.80014.70013.5006.900%%p0.0003.60013.50014.70016.80010.2006.900%%p0.0003.60013.50014.70016.80010.20010.2006.900%%p0.0003.60013.50014.70016.8003.600%%p0.0006.90010.20016.80014.70013.5003.600%%p0.0006.90010.20016.80014.70013.50022331:1001-1剖面图1:1002-2剖面图1:1003-3剖面图600总 说 明11门 窗 表屋面给排水管道布置171615" " " " 电 施141312" " " " 水 施" " 一层电气照明平面布置屋顶防雷布置图配电系统说明卫生间给排水布置 材料表大于全部受力钢筋的 ,挑梁悬出的主筋不得焊接或搭接.楼板负弯矩钢筋增设 型架立筋. 6.必须严格按图纸和各专业图预埋铁件,木砖,预留孔洞,严禁事后开洞影响结构强度 . 5.钢筋 主筋 实际长度不够时,可按规范焊接接长,但应使接头错开,每处接头钢筋面积不得 4.所有混凝土悬挂构件必须养护期满,达到设计强度要求后,方能拆模 . 构造柱的施工必须先砌墙,并按规范设置马牙 后,才能浇筑构造柱 . 3.墙体与构造柱及内外墙交接处的拉接钢筋不得遗漏,遇有门.窗洞口时相应减短拉筋长度 . 2.墙体应同时水平砌筑,当需分段砌筑时,接 应留踏步 ,严禁采用阴阳 .03020102030601()25%差木木差差木S差木图纸目录正立面 左侧立面 471098" " " " " " " " 65结 施" " " " 基础平面布置图二层结构平面图 结构总说明背立面 321" " " " 建 施序号图别总说明卫生间详图一层平面 屋顶平面 . 图纸目录门窗表图 名 1.必须严格按照现行 建筑安装工程施工及验收规范 进行施工 .7.5 75 混凝土 除注明外均为C 级钢筋 和 级钢筋 .三. 本施工图所注尺寸均为结构尺寸, 未含粉刷层, 除标高以米 为单位外, 其余均以毫米 为单位 .二. 工程结构类型为砖混结构, 七度抗震设防 .设有标间32间及聊天室.一. 本工程为老年公寓(公寓2)，04020504030501五. 施工要求:砂 浆 砖 M四. 主要建筑材料: 钢 筋(mm)030201张号备 注底层砌筑砂浆 ,其余为 <<以上红砖 .#>>M .5混凝土 .( )%%c20( )%%c1550总建筑面积2m .(m)3.门窗:门窗材料,做法见门窗表所注.所有开窗位置均安装不锈钢丝网推拉纱窗,所有木门材料必须干燥,无腐,无虫蛀,埋入墙体及混凝土内的木砖等构件均必须涂刷防腐涂料 .铝合金窗未尽事项,另行商定补充 .4.油漆:楼梯间栏杆,扶手油银灰色调和漆,做法详西南位置除图中注明者外均为墙中 .木堂立412-6-41 .J混凝土原浆找平 .2.楼地面:a.底层地坪:素土分层夯实,b.各层楼面:b: 水泥砂浆打底,a:清扫干净,洒水湿润,所有墙面:c: 水泥砂浆粉平压光.1:31:2.5 混凝土原浆赶光 .厚C10020a:清扫基层,刮水泥浆 水灰比 一道 . 1.内粉:所有混凝土构件 板底.粱.柱等 :六. 室内装修:c: 水泥砂浆粉平压光 .b: 水泥砂浆打底,1:31:2(()0.37 0.4~)321000500JXM2100150015002100C-2窗C-4C-3C-1 3210011 324001300" " "" " "" " "332100SJ92四713( )" "1200800900洞口尺寸宽别门M-2M-3M-1类设计编号图集代号量高 23336200020002000" "" "定 制数(mm)采用标准图集及 编 号平开塑料百页门" " " " "" " " " "" " " " " 系列银铝兰玻推拉窗90" "" "" "6mm 玻璃平开钢板复合防盗门平开实木门平开蒙板木门名 称备 注M-2M-3M-3 124001500" " " " "C-5" " "" " 21500C-6" "" " "" " " " "1350600*600预制钢筋砼架空隔热板钢筋砼结构层1:3水泥砂浆找坡压光三布六涂氯丁胶防水层排污管兼雨水管i=1.0%600*600预制钢筋砼架空隔热板1:3水泥砂浆找坡压光三布六涂氯丁胶防水层钢筋砼结构层24018012012012060x311:253.60010035010035013.500二毡三油20厚1:3水泥砂浆抹面钢筋砼结构层找坡(纵坡1%)1:2525202259753.60020x30顺水压毡条中距500-60020x30挂瓦条暗红色曲瓦干铺油毡一层钢筋砼结构层1%1:2516020C2%%c612012060168012012060240300面砖窗套详图b21001:251201:20Aa-a12080用于各窗窗台120涂料墙面10014020b-bA淡红色面砖窗套acc-c涂料墙面面砖窗套2004%%C10 %%c6@200窗A面砖1:20窗居中安装2%%c6@500120240涂料墙面1:20%%c6@200混凝土窗台15222212131安装高度1500J516西南531355淡黄色涂料墙面详暗红色曲瓦灰色火烧板55J516淡黄色涂料墙面详西南5313灰色火烧板灰色火烧板暗红色曲瓦55J516淡黄色涂料墙面详西南5313暗红色曲瓦1:100正立面图左侧立面1:100背立面图1:100右侧立面1:100室 内 装 修 表参照西南-3184天棚墙面仿瓷涂料上面油塑料扣板吊顶铝合金龙骨浅色花纹釉面砖仿瓷涂料上面油西南J515N125楼面地面装修部位西南-3180aJ312-3147a花岗岩地面防滑地板砖楼面-3149J312花岗石楼面西南J312西南房间材料地砖地面J312名称楼梯间聊天室办公室卫生间其余房间客房走道06090807二层平面 三层平面 窗套详图四层平面装修表2-2剖面右侧立面 1-1剖面3-3剖面" " " " " " " " " " " " " " " " " " " " 标准层结构平面图 L2 L510.5米结构平面图 L10 L11坡屋顶结构平面图 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