办公楼底层平面图

办公楼设计_某四层办公楼全套施工CAD图

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某有限公司七层办公楼建筑平面布置图

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五层办公楼建筑设计方案CAD图纸

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某三层综合办公楼全套详细施工图纸

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某地多层办公楼建筑图（平面图，立面图，剖面图）

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某地六层办公综合楼建筑平面设计图纸（含效果图）

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某地三层办公楼建筑施工图(共12张)

0.51.1.1.51.59.14.1-1底层平面图信访大厅货计大厅开水间上办办办办二层平面图会议室办休息处办办办办办三层平面图办休息处办办办会议室下-- 立面图1:100-0.450-0.4502.400-0.450-0.4501:100-- 立面图轻钢玻璃雨蓬11-- 剖立面图1:10011-0.450-0.4503.600+0.0006.900详见屋面钢结构图-0.450轻钢玻璃雨蓬-- 立面图1:100-- 立面图1:100-0.45010.80010.500-0.450-0.4501:1001:1001:100下2.40018厚钢化玻璃钢架外包不锈钢板门框18厚钢化玻璃钢架外包不锈钢板门框轻钢玻璃雨蓬外墙漆饰面灰色镀膜玻璃蓝色钢构架22-- 剖立面图1:100221:100屋面平面图10.20010.800+0.0003.6006.90010.20010.800+0.0003.6006.90010.20010.500+0.0003.6006.90010.20010.8002.400+0.0003.6006.90010.20010.500+0.0003.6006.90010.20010.800+0.0003.6006.90010.50010.200+0.0003.6006.90010.20010.800+0.0003.6006.90010.50010.200+0.0003.6002.4006.90010.20010.800砖墙与钢结构连接处见钢结构图。注：图中窗的尺寸和划分形式仅供参考，尺寸以实际测量为准。剖面图详见结构图（余同）注：开水间开水间10.50010.80010.50010.80012图中窗的尺寸和划分形式仅供参考，尺寸以实际测量为准。1:100注：砖墙与钢结构连接处见钢结构图。办货计大厅1信访大厅办2上办办-1.400%%p0.000管沟及墙体留洞平面图-0.4502.400卫生间平面图1:5075012001350330002J05-1陕参9008009001000170019003600参陕02J05-102J05-180075020175010001000开水间陕1:100(展开立面）MQ-118 （等分）(02J06-3陕建预埋型号及位置。的产品质品标准。在备相应资质的正规专注：1.所有门窗及幕墙大样图均以洞口尺寸标注，未扣除粉刷装修厚度。质量应达到国家规定2.无框门、木门的构造设计，制作安装均由具业厂家负责完成，产品施工前再进行二次设计并向施工单位提供土1:100MQ-27 （等分）（等分）31:100MQ-3 （等分）4陕02J06-3MQ-41:1001.所有门窗及幕墙大样图均以洞口尺寸标注，未扣除粉刷装修厚度。质量应达到国家规定2.无框门、木门的构造设计，制作安装均由具注：业厂家负责完成，产品备相应资质的正规专的产品质品标准。在WKM-1WKM-1N参照陕02J02泛水、落水管（浅灰色）（余同）10.050+0.000-0.4502.4003.600轻钢玻璃雨蓬10.0206.90010.800留出雨蓬位置43页节点。3）管沟出入口选用.GB-3盖板编号为：32,Ⅱ（参照）。SG-101-号详图，管沟型号选用页中18号详图;不靠墙管沟详见页中18中的相关详图和型号。02G04.i=0.005,排水坡度为-1.400m,沟底标高为800mm管沟选用湿陷性黄土地区室内管沟通用图集陕说明：2）管沟盖板选型详见页次靠墙管沟作法详见1）管沟宽度均为入口雨棚俯视平面、剖立面详图轻钢玻璃雨蓬1:100A10.76钢梁120钢拉杆%%c40钢梁%%c40钢拉杆厚夹层玻璃10.76（带有一定坡度）120厚夹层玻璃1:100入口雨棚俯视平面、剖立面详图B轻钢玻璃雨蓬钢拉杆（等分）四钢梁（带有一定坡度）10.76厚夹层玻璃钢拉杆%%c40120%%c40120钢梁厚夹层玻璃10.7602J401陕参照01J925-1陕JXB35-125-750型夹芯板，X120为厚岩棉芯材01J925-1陕1:1001:100剖面图详见结构图（余同）注：12300171001700180012715330018001350750180013504500171001700180033007501800135045001800135025200330018001350135018004500135018001230075013501800180045001350740033002520074004500135013501800135018002561533001800135013501800135045003500740039001900190012003003001710030012001900170030015002700300300X7=21003002700300X7=2100300150030025001500500500300X5=15002500150015002700300300X7=2100300300300X7=2100270030015001500300300X7=2100270042006001800120060015001501502400150330033002003300170017001700250045001350750135045007502500450013507502500120120120R1290042°6001200120012001200600600150015015015025°15°9°9°15°17°1200300x217°15°9°9°15°25°17°15°9°9°15°25°25°15°9°9°15°17°300300240175415415415295600415295175240415415415415295175240415415415415295175240415415415415360033001350360033004200135075012005500550033001350740012007505500550012007505500360042001500150096005500420036004503300330033003600330020028006002002800280030030002003000330033001800360090045090033009001800600900180060010500330028003600200450200280060030020028003300123001350135045004500135013501350450013501800180018004200450355015001500150150150200200300X7=2100108006001080010800MQ-1240200参照陕6.9003.600外包不锈钢02J08-33.6006.900注：本建筑屋面（防水）由钢结构厂家进行专项设计制作。轻钢玻璃雨蓬300300300200600300300100600200100100100200450300X7=210027004200300150030010800330090010800900330036009001800900450600330090018003600900180090045060033009001800600600180060018006001080033003300150x83600150x8450150x8150x83300150x8150x6300600102001020120150240019°9°9°1020016003600330011002003000330090030003300110011002001001100110010020011001100604010030015016003600330010001100102001020036002800100016003600280016006002002006002002025033002800600100016006005006001000600800600160028003300600200200300300300330030009003300280060033002800160010006002008006006001000300200160060060050011003300300011001100100200110011001100200100700030030010040504504501500150240150102012012024012015012024036015003604504501502401500450360150300450150015036045045042°R1290017°15°9°9°15°25°17100360019001800450025200170025007501200330013501350740035001500150055001350450013501200135015002700300300X7=2100120018003001200120022006005001300300420018006001200120060060039001200120120450018001230033001800170042008007503300180013507506006001200330012013504500135013501800600600300x2120012003300600108001003300300010800330036001501500450100200100200360015004502100900180030060033002003000100600600900180033006003300108003003300280010500280036002004502006002001800360045090018009009003003002002800330060060018003300900百筑吧资源共享平台}}

宝鸡公路局综合办公楼设计cad图(框架结构)

1:100 底层平面图1:100屋面排水图110121001500110020005001000210050010002100500100021005001000210050045036003600360036003600360045070001100250045036003600360036003600350035001800180018001800180018001800180018001800立面图1:1001:100立面图1-1剖面图1:100数量窗门11800X2100C3101500X2400C21651800X2100C1811000X2400M321800X3100M212400X3100M1合计洞口尺寸(mm)设计编号类型门窗表M41500X21002228282828281700700 底层平面图1:100\H1.4x\H1.4x1:100三层平面图10003003001000100030010003001000300100030030010003001000100030030010001000300300100030010003001000300100054240360036003600360036003600360036003600360036003600360036003600920096518008359001800900780192090090018009009001800900900180090090018009006002400600900180090090018009009001800900900180090090018009009001800900835180096512080025020002502000600060006000240060001690016900200060002400600025025020006000600080060006000

经典实用的小型办公楼建筑施工图（共10张）

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某高层办公楼全套建筑方案图纸

营业大厅办公校表室档案室入口大厅一层平面图二层平面图三四五层平面图六层平面图综合性营业大厅九层平面图十层平面图接待室开水台消控室办公办公办公入口大厅上空办公电梯厅前室前室接待室局长室接待室局长室休息室休息室局长室局长室休息室休息室办公办公前室前室办公室办公室办公室会议室调度中心前室会议室机房水箱间地下室平面图库房开水台开水台开水台办公室办公北上下下上上下上下电梯厅办公室%%P0.0004.80020.400上下前室下上下空调机房上下下上上上上前室32.100-4.500储藏储藏1-1轴立面图开水台信息中心配电室泵房水池栏杆下100高翻边储藏下8.70012.600轴立面图八层平面图休息室休息室开水台下上前室电梯厅休息室休息室28.200下上办公复印室文密室期刊阅览办公管理16.500上办公接待室办公棋牌活动党员活动程控机房设备室办公~接待室水暖弱电强电护窗栏杆护窗栏杆护窗栏杆四五层护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆护窗栏杆值班室库房库房库房库房下机房办公办公办公办公办公接待室接待室办公护窗栏杆-0.0201. 外墙为250厚加气砼，内墙为200厚加气砼，定位见图，未注明者墙距轴中。2. 厕所比同层楼地面低20附注九步台阶参98J9474八步台阶参398J974花岗岩面层做法同室内走廊上上上80厚钢砼栏板配筋参踏步板消火栓洞660x810(h)底距地850660x810(h)850底距地消火栓洞消火栓洞底距地850660x810(h)消火栓洞底距地850660x810(h)-6.700660x810(h)850消火栓洞洞底距地660x810(h)850洞底距地消火栓洞660x810(h)消火栓洞850洞底距地消火栓洞洞底距地660x810(h)850消火栓洞洞底距地850660x810(h)660x810(h)850洞底距地消火栓洞洞底距地8506

某地区V型的办公楼结构CAD建筑施工图纸

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某地区七层综合办公楼建筑设计平面图

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小型办公楼建筑平立剖面布置图

《民用建筑设计通则JGJ37-87一、概述：《建筑设计防火规范GBJ16-871》。2：设计标高+0.000相当于绝对标高值现场定。3：图中尺寸：标高以米记，其它以毫米记。45：设计使用年限：本工程设计使用年限为五十年。6：建筑工程等级：本工程建筑等级为三级。二、建筑设计：1：墙体：墙厚除注明外均为240实心粘土砖墙，轴线居中。2：墙体内所有木砖木块及与砌体接触的木构件均应做防腐处理刷水柏油二道。B：楼地面：98ZJ001地298ZJ001楼98ZJ001楼101%的坡度坡向地漏（300*3003C：墙面：98ZJ001内墙4，涂2。踢脚：墙地砖踢脚详3。顶棚：混合砂浆98ZJ001顶3涂234D：屋面：1保温层改为60厚（最薄处）1：8水泥珍珠岩找坡排水檐沟，由水门口周围处加铺一层防水涂料防水材料为SBS2、雨水管用 100UPVC管，雨水斗用UPVC（白色）雨水配件组合参见98ZJ201第34页详图1，雨水管按规范设伸缩节E：门窗，玻璃，五金，油漆：1、所有门窗除注明外均立樘于墙壁中23、门窗选用详见门窗明细表，门窗制作应核对洞口数量尺寸。4、外露铁件刷灰折色油漆，做法详98ZJ001涂13焊缝高度大于等于6mm，打磨毛刺，除锈后用防锈漆打底。F：其它装修1、墙柱及洞口阳角均做2100高水泥护角，做法详98ZJ501第20页详图1R 62、檐口等处均要做出滴水线，泄水管为 32钢管，外伸3、散水宽1000，做法详98ZJ401第11页详图Y，梯裙高100 预埋40*40扁钢梯裙与踏步同时施工扶手详第27页详图1498ZJ901第44、楼梯栏杆，起步，挡水顶层栏杆详，起步详第28页详图12 楼梯浇注砼时，每个踏步预埋4处钢筋埋件，抹灰前应根据抹灰厚度焊接护角钢筋。同踏步长。、卫生器具安装以水图为准，柱子位置及尺寸以结构图为准。A、墙体：1：、空调预留洞直径 80，预埋直径 75