3层农村自建房别墅建筑结构设计图(带效果图)

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农村11x10米独栋三层小别墅设计图

农村11x10米独栋三层小别墅设计图建筑规格:11x10.77米;
建筑层数:三层;
建筑高度:10.9米(含屋顶)坡屋顶;
建筑结构:砖混结构;
别墅占地面积:118.47平方米
主体造价参考:23万
别墅外观效果
一层平面图
设计图
一层:入户平台、客厅、父母房、卫生间、餐厅、厨房;
二层:阳台、客厅、主卧室、2个卧室、更衣室、2个卫生间、杂物间; 三层:活动室、卫生间、卧房、杂物间。

30万建成农村宅院小别墅有图纸有实照/p-1459805947.html
适合农村宅基地建设的别墅图纸
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精选10套小型别墅郊果图和平面户型图/p-97824705.html
农村宅基地建房外观效果图大集合
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农村自建房超漂亮的户型设计
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农村宅基地建造11X15米现代风格别墅的图纸/p-1884910845.html
简单时尚的9.5X10.5米农村自建房户型图纸/p-1884910844.html
农村自建12X10米经济实用别墅图纸
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外观时尚的农村3层别墅平面图和效果图/p-1884910847.html。

三亚市某现代化村镇720平米3层框混别墅给排水系统设计CAD图纸

三层给排水平面图二层给排水平面图一层给排水平面图PL-1PL-2JL-1De32De25-0.70De20-1.40d110d110d160d160d110PL-1d160d110JL-1'De20-0.70De25PL-2'De32-1.40-0.70De25d110JL-1De20De32d110PL-1'd160-1.40-1.40De32JL-1'De20De25-0.70d110d110PL-1'd160LXS-25LXS-25LXS-25LXS-25De32De40De50De5015002500100005ZS4022#玻璃钢整体化粪池有效容积4m3详:赣排至小区污水管网d225-1.777接小区生活给水管De50%%p0.0003.2006.400%%p0.0003.2006.4001-10.51.1.1.51.59.14.下侧窗顶标高d110透气帽3F2F1Fd110d110d110d110d1101F-0.5504.101.6002Fd110卫生间沉板顶6.4003Fd110透气帽屋面标高屋面700贴板底敷设d110排至室外污水检查井d160-1.40i0.01排至室外污水检查井d160-1.40700-0.70De25De32-1.40LXS-25JL-1De20-0.5506.756.390De32De25接卫生间给水管De25-0.203.55接卫生间给水管De251F2F3F车库%%p0.0001F0.35接卫生间给水管De25d110暖通建筑结构电气给排水-1.55-1.577d110d110d110-1.592d160d160PL-2'PL-2-1.624-1.630-1.657-1.672-1.55d160d225 L5.30 i0.005d225 L3.0i0.005d225 L6.30 i0.00

玉环县某地三层砖混结构别墅建筑设计施工图纸

白色外墙高级涂料淡黄色外墙高级涂料外墙,檐口线脚及阳台栏杆白色花岗岩白色外墙高级涂料砖红色文化石外墙,檐口线脚及阳台栏杆淡黄色外墙高级涂料温州求新勘察设计有限公司项目负责人工种负责人设计制图校对审核审定出图日期称总程工项目图目工程号号图证书等级建筑甲级证书编号:121173-sj传真:0577-88845291电话:0577-88825391 88825340地址:E-MAIL:qxkcsj@温州市飞霞南路210号建设大厦九楼:240%%c6@200插入柱内%%c6@200根据当地实际情况填充墙采用防潮层设在标高标高聚合物保温砂浆水泥砂浆护底2室外平台及厕所并做出泛水，或大型门窗洞口两边应同梁或楼板拉结或加构造柱；墙高大于36001206002660上900720132404100选用何种饰面将上述代号注在内墙面和顶棚做法的后面13240建筑内装修各部的分格720外墙面做法见下表墙体界面剂高级外墙涂料大面积水泥地面的面层做分格，每格建筑内装修各部做法见下表卫生间四周墙面用内墙抹灰所有阳角处均做内墙面为钢筋混凝土墙面时所有阴角处均做小圆角内墙面和顶棚饰面材料选用大面积地面混凝土的垫层设缩缝，纵向缩缝间距砖墙洞口过梁：采用钢筋混凝土过梁，应在墙高中部加设圈梁或钢筋混凝土配筋带。一层平面图1500950550600主卧室阳台一M108001208202415340013240132404100250034001540410035372100平面图建筑电气给排水结构暖通屋面风帽2002 J44/21-322001600平面图接入卫生间排污管WC一600%%C50地漏 A-0.0500.5%1314010203300600012036004980浙3600102012001201200228024001:502400WC二接入卫生间排污管%%C50地漏 0.5%0.5%A-0.

11.5x12 三层农村街边楼房自建房门面房设计图施工图建筑图效果图半地下室

项目编号图名版本 A0 5
普通民房 PF1212-4T01 二三层平面图页码 07
A
1
2
3
4
5
E 雨水管
1% 1%
300
E
1500
D
4300
80 420
1%
D
B
D
C
5100 2600 5100
1%
10.800 楼顶
200
1%
12000
200
M0921
B
1%
C1215
楼梯间 11.8 m² 下
900
管道洞口 120
C1821 M2227 厨房 8.6 m² 铺面 103.3 m²
下
C1215
1800
1700
管道洞口
350 500
200 1000
200 200
1150 100 1150
200 200
12000
A
2600
B
1200
400
C
B
C
C0912
C1215
C
±0.000
270x9= 2430 M0921
3800 4900
550 550
1
2
二三层平面图
3
1 : 80
4
5
A 说明：未注墙厚200mm，未注门跺尺寸为120mm，墙、柱未注位置为中心对齐或者边线对齐。卫生间、阳台、厨房标高相对楼板面标高低30mm。 1 2 3 4
桂林云合房屋设计室
校核制图已审林应海 2015-3-14
1200
1200
雨水管
300
1%
C

7x15 三层农村自建房平面图户型图布置图方案图

260x5= 1300
1100
B
1130
1500
1130
600 600 600
B
3640
1300
800
2960
1800
4500
15000
1
2
3
4
二层平面图 1 : 50
A 说明：未注墙厚240mm，未注门跺尺寸为120mm，墙、柱未注位置为中心对齐或者边线对齐。卫生间、阳台、厨房标高相对楼板面标高低30mm。
图名 1
二层平面图
编号 2
DZ0715-3T01
项目
定制图纸 3
制图林应海
A
校核 4
已审
2020-7-12 版本 A0 页码 2 5
1
800
760
900
1300
C0912
E
C
900
900
2200
C1818
1800
公卫 5.3 m²
D
M0820
800
房间 14.5 m²
M0921
M0921
客厅 18.8 m²
800
房间
主卧
14.4 m²
15.0 m²
M0720
C
楼梯间 11.5 m²
260x7= 1820
C1818
1800
5.209
主卫 3.2 m²
C1818
C1818
1800
800
800
1800
2300
1200
1300
7000
D
B
C
1100
900
900
A
C1515
C0609

农村自建房建筑施工图纸（含设计说明）

21BL1:4146@15080CM结构层20厚1:2.5水泥砂浆找平层350g/m聚乙烯丙纶双面复合防水卷材一层25厚挤塑保温板嵌入40x30@挂瓦条40x25,顺水条40x30彩色混凝土屋面瓦楼地面4.1229.54M5浆砌乱毛石3004200108020002000150018003000剖立面1:100上16B*H=250*168.75480212-1-10.500300300125018107.5001.8004.50033002000150021508950-0.850%%P0.00011350300030002700260050800180080015004008001800400300010011350300030004500850-0.850%%P0.0004.5007.50010.5009850180010018001200180012004001800800300230050-0.4503.0001165030003000480080050800700370040052020804009001800400-0.8504.8007.80010.8007003700%%P0.00012018012033003000265089504.8007.80010.800正立面1:100BL1:4146@15080CM结构层20厚1:2.5水泥砂浆找平层350g/m聚乙烯丙纶双面复合防水卷材一层25厚挤塑保温板嵌入40x30@挂瓦条40x25,顺水条40x30彩色混凝土屋面瓦1202401202400300300700楼地面FEC1:100屋面层平面57001500420024003300FCD89505300365089503300350021500.5%0.5%1%1%1%1%10.50010.500FECA1:100四层平面-0.8507.5007.5007.477.470150042001140057001500420011400570024003300卧室15.48卧室12.91FACD8950530036508950330035002150565150044590024016002100160070010007007.4704809001202150MD1下18B*H=250*1674层门窗表类型设计编号洞口尺寸数量窗C11000X18002窗C21500X18001窗C32100X18001门M1900X22003门M2800X22001门MD12700X22001108042500.5%2150FECA1:100三层平面-0.8504.5004.5004.474.4704.500150042001140090090048001500420011400570024003300卧室15.48卧室12.91下16B*H=250*168.75FABCD8950530036508950330030002650275210027530007501800750565150044590024016002100160070010007004.4803层门窗表类型设计编号洞口尺寸数量窗C11000X18001窗C21500X18001窗C32100X18001窗C72100X21802门M1900X22004门M2800X22001门M51000X22001上18B*H=250*16710803750下6B*H=250*158.3房间14.89仓库15.4857002400330011400114004200会客室30.24厨房.餐厅16.71房间2.48%%P0.0001.8000.300+0.270.3001.800-0.850二层阁层平面ACEF7752100775211021001090150021505300365089503300300026508950480100017201500100070010007003300上9B*H=250*1671:100900900480015004200R1613R1853预制板B*H=240*1204126＠150275210027575018007502层门窗表类型设计编号洞口尺寸数量窗C11000X18002窗C21500X18001窗C32100X18001窗C41800X18001窗C52100X37001窗C62100X15001门M1900X22002门M2800X220011层门窗表类型设计编号洞口尺寸数量窗C11000X18001窗C1a1000X15001窗C21500X18001窗C32100X18001门M1a900X20002门M42820X23001上3B*H=280*150-0.65480100017201500100070010007003300775210077524090097021001090275210027584013208401203060120150021505300365089503300300026508950仓库15.4857002400330011400900480015004200114004200车库16.71楼梯间6.61-0.800-0.350上6B*H=250*158.3-0.850-0.850首层平面1:100ACEF-0.85-1.65DQL6@200外墙基础剖面图412%%p0.00050800DQL6@200300厚素土层夯实层120厚河卵石灌砂垫层80厚C15混凝土垫层20厚1:2水泥砂浆面层41250M5浆砌乱毛石%%p0.000内墙基础剖面图1000六.凡图中未注明的非承重内墙基础采用地面垫层加厚的作法,见具体大样.四.图中标高以米为单位,尺寸以毫米为单位.七.防雷要求见第张.附注:三.基础施工注意事项:再挖至基础底设计标高.一.钢筋:级(Ⅰ),级(Ⅱ).混凝土:基础为C20,垫层为C10素混凝土.钢筋的保护层为35mm.二.根据工程地质勘察报告,本工程采用浆砌乱毛石基础,持力层为红粘土层,承载力为180kPa.4.基础埋入老土的深度不应少于200mm.5.基底超挖部分应用C10级素混凝土回填至设计标高,其它超挖部分用粘土分层回填夯实.3.基槽开挖完毕,应进行钎探,然后会同勘察设计单位验槽.2.开挖基槽时,如遇坟坑,枯井,人防工事,软弱土层等异常情况,应通知勘察与设计单位处理.1.开挖基槽时,在基础底设计标高以上,预留适当厚度约(200mm)的土,待基础施工时,五.本工程施工时应严格执行《混凝土结构工程施工及验收规范》现行施工验收规范和规程.(GB50204-92)等1001001001501503001201801203002406010010010015015030012018012030024060设计号24050030030024050所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NetEase电气在线编辑部：ivpinfo@==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易电气在线电气设计信息网编辑部：ivpinfo@==中国专业人士的网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易土木在线电气设计信息网编辑部：ivpinfo@==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NETEASE 网易－电气编辑部：ivpinfo@==中国电气行业网络家园；因为专业，所以完美市场部：ivpmarket@ 技术部：ivptech@网易 NETEASE 网易－电气编辑部：ivpinfo@==编辑部：ivpinfo@本图纸由浩辰ICAD软件提供技术支持网易电气中国电气行业网络家园；因为专业，所以完美网易 NETEASE ==编辑部：ivpinfo@本图纸由浩辰ICAD软件提供技术支持中国建筑行业网络家园；因为专业，所以完美网易建筑网易 NETEASE ==}土木工程}

300平米三层带阁楼框混结构别墅建筑施工cad图，共二十二张

1-10.51.1.1.51.59.14.电气结构给排水建筑建筑设计总说明白色内墙涂料二度.吊平顶以上同其它.1:1151:2.5300*300卫生间楼面:厚水泥砂浆找平找坡,防滑地砖贴面( 水泥砂浆粘贴).八.基础工程:七.门窗工程:六.屋面工程:100 C15本工程地基标准值见结构设计说明,垫层为厚素混凝土,防潮层设于门根据装饰要求由用户自定.厚细石混凝土(内配 )基础开挖过程中如果遇到不良情况,请及时与设计人员联系.2%%c6,预埋木砖应满涂柏油防腐,预埋露明铁件均刷防锈漆底,水泥砂浆找平压光.60 C20-0.0301.处,窗户采用系列铝合金窗,油漆:木门窗均刷一底二度调合漆,色彩自定.混凝土现浇板,1.2.3.88楼面构造做法:1.坡屋面 :2.见建筑图厚白玻璃,520 厚 1:3掺防水剂.b4@300%%C 3%部位相同的面刷与所在调和漆.四.墙面工程:五.楼地面工程:三.钢筋混凝土工程:二.砌体工程:一.总则:10 1:0.3:31.15 1:3 外墙做法: 厚水泥砂浆底; 厚混合砂浆面层;高级外墙涂料饰面,色另定.100 150 C20素土夯实, 厚大片垫层, 厚混凝土垫层,窗台,窗顶,雨蓬,女儿墙,线脚等同外墙均做滴水线或顺水坡.厚纸筋灰面层,白色内墙涂料二度.1:0.3:3水泥砂浆面,所有卫生间厨房及各层外墙挑出与楼面的板面处外墙底,与屋面相交的外墙底,楼梯平台.雨棚底.沿沟: 厚混合砂浆底, 厚纸筋灰粉面抹光,水泥砂浆护角,高至洞口顶,每边宽 .厚混合砂浆底. 厚混合砂浆找平, 厚纸筋灰面层,水泥砂浆底, 水泥砂浆面层.1:1:4 7地面做法:1.顶棚做法: 3.5.4.81:1:6 15高以下内墙: 厚混合砂浆底(分二层做).窗台,窗顶,雨蓬,压顶等做法同外墙.150 1:2.5 高暗踢脚,

某地砖混结构三层别墅建筑设计施工图

0.51.1.1.51.59.14.1-1卫生间阳台上-0.030-0.450厨房餐厅车库卫生间客厅卧室上卫生间客厅卧室下卫生间卧室卧室3.600一层平面图二层平面图-0.150-0.400%%p0.000-0.300上卫生间客厅卧室下卫生间卧室卧室6.600三层平面图屋顶平面图%%p0.0003.6006.600-0.450正立面6.3005.660二层结构平面图二层结构平面图(板配钢筋)( 配钢筋)梁楼梯楼梯TLL1(1) 250*500%%C6@150(2) 2%%C122%%C122%%C16%%C6@150b*h=250*3002.700%%C6@1504%%C12 %%C6@200%%C8@150负筋%%C8@150(L=1000)双向板顶标高3.580板厚h=100%%C8@150板顶标高3.540板厚h=80%%C6@150板厚h=80板顶标高3.580%%C8@150板顶标高3.540板厚h=805%%C12 %%C6@2003.2803.2804%%C12 %%C6@2002%%c122%%c123%%c22%%C6@1502%%C122%%C123.580(6.580)L2(1)3.580%%C6@1502%%C123%%C16L2L3L3(1)L4(1) 250*500%%C8@150(2) 2%%C122%%c122%%c123%%c252%%c162%%c162%%c162%%c163%%c202%%c163%%c25L6(3) 250*450%%c8@150(2) 2%%c16b*h=250*6502%%c122%%c122%%c20L5(1) 250*350%%c6@150(2) 2%%c122%%c122%%c123%%c25L7(1) 250*450%%c8@150(2) 2%%c12L8(2) 150*400%%c6@150(2) 2%%c122%%

三层联排经典别墅全套建筑设计方案结构图

-2.400-0.500-2.400-0.900下储藏室-2.400-0.500-0.900-0.900-2.400-0.900-0.500-0.500架空层平面1:100一层平面1:1001.500客厅%%p0.000过厅外廊门厅-0.500夹层平面-0.5001:1002.700餐厅客厅上空二层平面1:100书房卧室卧室5.5001:100三层平面阳台8.500卧室下露台8.5008.5008.500立面图上上%%p0.0001.500上上外廊%%p0.0001.500上上1.500%%p0.000上上外廊外廊客厅上空2.700-0.500-0.500客厅上空2.700客厅上空2.7005.5005.5005.500下下下%%p0.0005.5002.70014.2008.50013.30011.500-0.500-0.500%%p0.000-0.500%%p0.000-2.4005.5001.5008.50011.50014.2002.7005.5008.50011.50013.30014.2002.7005.500%%p0.000-0.5001.500-0.90011.5008.5001-1剖面图111:1001:100下下下i=%15i=%15i=%15i=%153.6006.0005.50013.300阳台bbaa70X90钢管-50X6乳白色扁钢@100025乳白色方钢内衬40X40钢丝网埋件详1:10%%c1270X90钢管-50X6乳白色扁钢@10008厚有机玻璃梁高H-0.030H-0.03025乳白色方钢H-0.030梁高38栏杆做法参698ZJ4111:501阳台平面大样阳台立面大样1:50a-a剖面1:25b-b剖面1:258.500M栏板梁高埋件详8厚有机玻璃25乳白色方钢70X90钢管-50X6乳白色扁钢@10001:25露台栏杆大样2泛水参98ZJ201%%C6

某地上三层框架结构独栋别墅建筑及结构施工图

阳台和卫生间找坡，坡向地漏。厨.卫设施均选用成品,由住户二次装修定,本设计仅做到管网到位,详水施.除标注尺寸外，门垛宽度均为；或贴柱边。除特殊标注外公卫结构标高比同层标高降 ,100mm501%附注：1.2.室内空调管出墙均需预埋管,中心距墙边 ,距楼面高度为位置详图.空调板排水详水施。管道传剪力墙时需预埋管道。%%c80PVC190K22100,3.阳台排水做法详赣。04J4014.158建施A-02012.07姓名结构建筑专业日期姓名给排水电气暖通专业日期校对设计审核合作设计专业负责人审核EXAMINED BY工程负责人CHECKED BY专业负责人校对人MAIN ENGINEERDESIGNED BY设计人图别TYPEDRAWN BY图形文件名DRAWING FILE NAME制图人PROJECT CAPTAIN工程名称CLIENT建设单位ITEM NAME项目名称DRAWING TITLE图名PROJECT NAME项目经理PROJECT No.PROJECT MANAGER工程编号出图章REGISTERED SEALPROJECT SEAL注册执业章施工图审查批准书证号备注REMARKS施工图审查批准单位APPROVED BYAPPROVAL No.CO-OPERATED WITH合作设计单位版本号REVISION No.日期DATEDATE日期版本号REVISION No.No.图号预埋件赣04J401-59-M-230x30方形不锈钢坚杆间隔不于110mm0.8厚40x40方形不锈钢横杆0.8厚60x90方形不锈钢坚杆间隔不大于1.2m1.8厚60x60方形不锈钢1.2厚40x40方形不锈钢横杆0.8厚30x30方形不锈钢坚杆间隔不于110mm0.8厚40x40方形不锈钢横杆0.8厚60x90方形不锈钢坚杆间隔不于1.2m1.8厚60x60方形

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