This is "set of drawings", as mentioned in the title of the thread. Nobody expects calculation's report to be there in the drawings set.
I have a question: what means 'R', and 'RU' before the diameter?
Also what means "Д.Г.И." after the names of the design team? Diplomated Gradjevski Injener?
As a recommendation: it looks strange to use slash "/" for the arrow af the leaders pointing to the rebars. Why just don't use standard arrow like "->" ? Also the 'arrows' of the dimensions, which are circles - Is this a standard in Macedonia/Serbia, or they just 'look cool' to the draftsman? ;)
Also you used one symbol for locating the cross section (in "kofrajen plan" it is just a L-line with a title) and another for the sections of the reinforcement plan - a triangle.
Anyway, everything seems clear, my recommendations are for the stile. Like the use of several different fonts. Just follow the standard - 1 technical font (ISO), 3 sizes - that's all. Also try to print it black&white, and check the thickness properly. The dimension lines should be thinner than the concrete line. The rebars should be thicker than the concrete line. As you are using 3 densities of stirrups in the beam, also put the length of the three density zones, not only the number of the rebars and the space between them.
Also put a dimension of the overlapping length (the longitudinal bars of the beams). for example, how anybody can put on the right place rebar position 6 on "ramka Ry1, rigla na platforma 100" on drawing 13.pdf? My recommendation is also to "expand" (open) the stirrup in such way, that the double hooks to be clearly seen.
I have a question: what means 'R', and 'RU' before the diameter?
Also what means "Д.Г.И." after the names of the design team? Diplomated Gradjevski Injener?
As a recommendation: it looks strange to use slash "/" for the arrow af the leaders pointing to the rebars. Why just don't use standard arrow like "->" ? Also the 'arrows' of the dimensions, which are circles - Is this a standard in Macedonia/Serbia, or they just 'look cool' to the draftsman? ;)
Also you used one symbol for locating the cross section (in "kofrajen plan" it is just a L-line with a title) and another for the sections of the reinforcement plan - a triangle.
Anyway, everything seems clear, my recommendations are for the stile. Like the use of several different fonts. Just follow the standard - 1 technical font (ISO), 3 sizes - that's all. Also try to print it black&white, and check the thickness properly. The dimension lines should be thinner than the concrete line. The rebars should be thicker than the concrete line. As you are using 3 densities of stirrups in the beam, also put the length of the three density zones, not only the number of the rebars and the space between them.
Also put a dimension of the overlapping length (the longitudinal bars of the beams). for example, how anybody can put on the right place rebar position 6 on "ramka Ry1, rigla na platforma 100" on drawing 13.pdf? My recommendation is also to "expand" (open) the stirrup in such way, that the double hooks to be clearly seen.