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  1. Join Date
    Dec 2005
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    39,174
    #121
    Quote Originally Posted by EQAddict View Post
    Pics wont do it justice.I need a drone video to show it LOL.

    Sige will take pics..... i know theres karaoke event there soon...

    The hardwood interior was amazing. He used 12 different kinds of hardwood for the floors, doors, ceilings etc.

    I did ask how much it cost.... 82 million for the house construction alone without furniture and excluding the land price.

    Crazy hehehe. But damn!!!!

    Sent from my LYA-L29 using Tapatalk
    $82M?

    Probably just a drop in the bucket for your friend, bro. ... 😉😊😊

    Wow! Awesome!

  2. Join Date
    Mar 2013
    Posts
    6,160
    #122
    Quote Originally Posted by CVT View Post
    $82M?

    Probably just a drop in the bucket for your friend, bro. ... [emoji6][emoji4][emoji4]

    Wow! Awesome!
    Pesos naman hehe.



    Sent from my LYA-L29 using Tapatalk

  3. Join Date
    Jan 2016
    Posts
    6,813
    #123
    Masters, please help me translate concrete mix (M20) or 1-1.5-3 using bags of cement. This is what the foreman is familiar with. According to him, sobrang tibay na raw ng 1-2-3 using cement bag volume, not sure if the concrete ratio guide pertains to volume or weight kasi. Thanks.

    Sent from my Mi A1 using Tapatalk

  4. Join Date
    Dec 2005
    Posts
    39,174
    #124
    Quote Originally Posted by EQAddict View Post
    Pesos naman hehe.



    Sent from my LYA-L29 using Tapatalk
    Oooppsss,- Sorry bro,- I was probably doing some company financial computation in $ that time...

    Even in PhP,- that's awesome!


  5. Join Date
    Jan 2015
    Posts
    12,396
    #125
    Quote Originally Posted by papi smith View Post
    Masters, please help me translate concrete mix (M20) or 1-1.5-3 using bags of cement. This is what the foreman is familiar with. According to him, sobrang tibay na raw ng 1-2-3 using cement bag volume, not sure if the concrete ratio guide pertains to volume or weight kasi. Thanks.

    Sent from my Mi A1 using Tapatalk
    What's the concrete strength required? 3000psi? Stick w/ 1:2:3 by volume & keep water content at a minimum. The amount of water used to mix is a vital factor in determining the final strength of concrete. Use the least to get a workable mix.

    Sent from my SM-G950F using Tapatalk

  6. Join Date
    Sep 2015
    Posts
    13,917
    #126
    iba talaga pag engineer. Ang dami kailangan pag-aralan na sukat at bigat. Calculado talaga. Bakit pag licensure exam eh ang foucs puro sa mga attorney. Di ba dapat sa mga engineer kasi sila kumakalkula ng buidlings.

  7. Join Date
    Jan 2016
    Posts
    6,813
    #127
    Quote Originally Posted by travajante View Post
    What's the concrete strength required? 3000psi? Stick w/ 1:2:3 by volume & keep water content at a minimum. The amount of water used to mix is a vital factor in determining the final strength of concrete. Use the least to get a workable mix.

    Sent from my SM-G950F using Tapatalk
    I actually want 3500 psi, if that sack style volume is applicable, then I'll do the M20 mix. Thanks Sir Travs! [emoji4]

    Sent from my Mi A1 using Tapatalk

  8. Join Date
    Jan 2015
    Posts
    12,396
    #128
    Quote Originally Posted by papi smith View Post
    I actually want 3500 psi, if that sack style volume is applicable, then I'll do the M20 mix. Thanks Sir Travs! [emoji4]

    Sent from my Mi A1 using Tapatalk
    20Mpa is a tad under 3000psi. The 1:2:3 mix will yield above that if controlled well. Note that plant-batched concrete will be more precisely portioned by weight. For DIY mixes, it might be a challenge to do mass portioning, hence, volume is tolerated. To check mix & moisture content consistency, do the slump test.
    Concrete Slump Test - Tutorial - YouTube
    You may devise your own version of the 12" test cone. The lesser the slump, the stronger the yield.

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  9. Join Date
    Nov 2017
    Posts
    1,748
    #129
    For 1:2:3 workable mix you can get 4000-5000 psi. You can try 1:3:4 for 3000-3500psi. Sometimes on sacks method not all are filled equally. Like what trav said water is a major factor for concrete strength.

    Sent from my SM-G955F using Tapatalk

  10. Join Date
    Jan 2016
    Posts
    6,813
    #130
    Won't that consistency be difficult to manage if I don't have a concrete vibrator?

    Sent from my Mi A1 using Tapatalk

  11. Join Date
    Nov 2017
    Posts
    1,748
    #131
    Quote Originally Posted by papi smith View Post
    Won't that consistency be difficult to manage if I don't have a concrete vibrator?

    Sent from my Mi A1 using Tapatalk
    As long as you dont see too much water separated on your concrete mix thats ok.

    Sent from my SM-G955F using Tapatalk

  12. Join Date
    Jan 2015
    Posts
    12,396
    #132
    Quote Originally Posted by papi smith View Post
    Won't that consistency be difficult to manage if I don't have a concrete vibrator?

    Sent from my Mi A1 using Tapatalk
    It's not just recommended but required, sir. Drier, stronger mixes won't flow well. The proper way to prevent air bubbles, voids & honeycomb is thru proper vibration. It's even wise to keep a spare ready upon pouring as vibrator failures can be quite common.

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  13. Join Date
    Jan 2016
    Posts
    6,813
    #133
    Quote Originally Posted by maxpedition View Post
    For 1:2:3 workable mix you can get 4000-5000 psi. You can try 1:3:4 for 3000-3500psi. Sometimes on sacks method not all are filled equally. Like what trav said water is a major factor for concrete strength.

    Sent from my SM-G955F using Tapatalk
    At a nearby house under construction, the engr told me she was using 1:4:6 for structural citing the sacks don't really get filled, but I think that would be more like 1:3:5. Just thinking that maybe if I do 1:2:4, then that would be more like 1:1.5:3?

    Actually gusto no foreman equal parts sand and gravel para daw iwas voids sa column, ano kaya effect nito sa strength?

    Sent from my Mi A1 using Tapatalk

  14. Join Date
    Jan 2016
    Posts
    6,813
    #134
    Quote Originally Posted by travajante View Post
    It's not just recommended but required, sir. Drier, stronger mixes won't flow well. The proper way to prevent air bubbles, voids & honeycomb is thru proper vibration. It's even wise to keep a spare ready upon pouring as vibrator failures can be quite common.

    Sent from my SM-G950F using Tapatalk
    Thanks sir Travs, will see if I can rent one.

    Sent from my Mi A1 using Tapatalk

  15. Join Date
    Jan 2015
    Posts
    12,396
    #135
    Quote Originally Posted by papi smith View Post
    At a nearby house under construction, the engr told me she was using 1:4:6 for structural citing the sacks don't really get filled, but I think that would be more like 1:3:5. Just thinking that maybe if I do 1:2:4, then that would be more like 1:1.5:3?

    Actually gusto no foreman equal parts sand and gravel para daw iwas voids sa column, ano kaya effect nito sa strength?

    Sent from my Mi A1 using Tapatalk
    If in doubt & you've the time to do some R&D, you can have your sample mixes lab-tested for compressive strength.

    Sent from my SM-G950F using Tapatalk

  16. Join Date
    Jan 2016
    Posts
    6,813
    #136
    Quote Originally Posted by travajante View Post
    If in doubt & you've the time to do some R&D, you can have your sample mixes lab-tested for compressive strength.

    Sent from my SM-G950F using Tapatalk
    Haha this is getting too meticulous. Maybe what I'll do is to keep a sample for testing later, I read that concrete achieves 99% strength in 28 days and continues to go beyond it's "rated" strength as years go by.

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  17. Join Date
    Jan 2015
    Posts
    12,396
    #137
    Quote Originally Posted by papi smith View Post
    Haha this is getting too meticulous. Maybe what I'll do is to keep a sample for testing later, I read that concrete achieves 99% strength in 28 days and continues to go beyond it's "rated" strength as years go by.

    Sent from my Mi A1 using Tapatalk
    Pardon begged, OCD & habits kicked in.[emoji120]

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  18. Join Date
    Jan 2016
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    6,813
    #138
    No apologies needed Sir, I am very grateful for receiving valuable advise from the Masters [emoji4]

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  19. Join Date
    Jan 2015
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    12,396
    #139
    Quote Originally Posted by papi smith View Post
    No apologies needed Sir, I am very grateful for receiving valuable advise from the Masters [emoji4]

    Sent from my Mi A1 using Tapatalk
    Thanks, sir. Not qualified a master though. That honor should go to max.[emoji106]


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  20. Join Date
    Jul 2008
    Posts
    7,119
    #140
    Guys what's the best way to anchor wooden baluster railing to tiled stairs? The stair tiles are outdoor finish porcelain types.

    Original plan was to have stainless steel railing but I'm trying to save a bundle by using wood.

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House Construction