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U Sai Min Thein-Model

The document is a construction drawing for a warehouse with a mezzanine, detailing specifications and dimensions for structural components such as angles and plates. It includes information about the project owner, construction company, and design specifications including concrete strength and reinforcement details. The drawing is dated March 18, 2025, and all dimensions are in millimeters.

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mgmgmyoaung65
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59 views1 page

U Sai Min Thein-Model

The document is a construction drawing for a warehouse with a mezzanine, detailing specifications and dimensions for structural components such as angles and plates. It includes information about the project owner, construction company, and design specifications including concrete strength and reinforcement details. The drawing is dated March 18, 2025, and all dimensions are in millimeters.

Uploaded by

mgmgmyoaung65
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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U Sai Min Thein

Shwe Than Lwin


Hlaing Thar Yar B Angle-100x50x6t 350
100 150 100
350 25 75 75 25

25
100

100

100
75
2 2
Ø1 Ø1

150

150

150
A A
Cover Plate

500

500
PL-350x500x6t

150

150

150
75
100

100

100
25
100 150 100
100 150 100
B

Plate-350x500x6t Section @ A-A Section @ B-B


Plate-350x500x6t
Angle-100x50x6t 350 500 Angle-100x50x6t
6

6
100

100
OWNER BLOCK NO 79 SHEET NO S-15
DRAWING TITLE - NOTE:
U Sai Min Thein RC Column Top Cover
ROAD NO Ayeyarwaddy Road DATE 18.3.2025 ALL DIMENSIONS ARE IN MILLIMETER .

BAGAN ROYAL STAR CONSTRUCTION CO;LTD


Address -No.(106,107),Block (1279), (6) Ward, PROJECT Design Specification:
Nawaday Garden , Hlaing Tharyar Township WARD Shwe Than Lwin REVISED DATE
Yangon , Myanmar. CONSTRUCTION OF WAREHOUSE WITH
Ph - +959773190736 , +959773190737 MEZZANINE (52.115 x 65.835)M Concrete Strength,fc'=2500 psi(G-25)
Email -baganroyalstar@gmail.com TOWNSHIP Hlaing Thar Yar Drawn By---- S.S.Hlaing Designed By---- UMA Reinf; f y = 40000 psi , fys =40000 psi

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