| 2. Present Situation | ||||||||||||||||||||||||||
| 1) Site Work on 1st Floor ; Level is not accuracy. | ||||||||||||||||||||||||||
| 2) Material ; Baluster FB 3.8 x 25 (Cutting by shearing, so, bending and with burr) | ||||||||||||||||||||||||||
| 3) Pitch (@80) is not exactly because of using of chalk. | ||||||||||||||||||||||||||
| 4) Frame Dimension ; almost Ok but Length of Baluster is too short ; -5 - -7mm | ||||||||||||||||||||||||||
| 3. Improvement | ||||||||||||||||||||||||||
| 1) Site Work is OK because easy work but the work should be on level stage such as steel | ||||||||||||||||||||||||||
| plate, etc. | ||||||||||||||||||||||||||
| 2) Baluster Material should changed as design (FB 5 mm Thickness) | ||||||||||||||||||||||||||
| 3) Cutting tolerance should be controlled between 0mm and -2mm. ; This is very easy. | ||||||||||||||||||||||||||
| 4) The Burr of FB by shearing cutting should be removed by Grinding for Safety & Painting. | ||||||||||||||||||||||||||
| 5) Present Welding is almost OK. | ||||||||||||||||||||||||||
| 6) Baluster should not be used "Butt Weld". | ||||||||||||||||||||||||||
| 7) Pitch Marking should be used marking tool. | ||||||||||||||||||||||||||
| B Situation of Normal Railing for Balcony on Plot C | ||||||||||||||||||||||||||
| Plot C maybe use all material by FB. | ||||||||||||||||||||||||||
| But this is very difficult keeping "No Bending" | ||||||||||||||||||||||||||
| So, Plot C also should be used SQP Frame | ||||||||||||||||||||||||||
| and Small Baluster. | ||||||||||||||||||||||||||
