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  1. Join Date
    Jan 2016
    Posts
    6,811
    #741
    Sariling sikap kasi ito Sir Max, so mga taga rito sa amin na mga old school workers ang gamit ko, my mistake was to trust that they knew what they were doing, hindi pala man lang tinignan ung plano so may mga dowel where they were not needed and none where they should be. Ngayon nakatutok na ako. Neighbor ko kasi ang aking consultant and kung maswertehan lang na available sya. So no need to worry pala ako na the dowel exposed to soil will rust enough to creep inside my post and eat my column reinforcements. [emoji26]

    Sent from my Mi A1 using Tapatalk

  2. Join Date
    Nov 2017
    Posts
    1,748
    #742
    Quote Originally Posted by papi smith View Post
    Sariling sikap kasi ito Sir Max, so mga taga rito sa amin na mga old school workers ang gamit ko, my mistake was to trust that they knew what they were doing, hindi pala man lang tinignan ung plano so may mga dowel where they were not needed and none where they should be. Ngayon nakatutok na ako. Neighbor ko kasi ang aking consultant and kung maswertehan lang na available sya. So no need to worry pala ako na the dowel exposed to soil will rust enough to creep inside my post and eat my column reinforcements. [emoji26]

    Sent from my Mi A1 using Tapatalk
    No worry sir kung sa dowel lang concern mo. Mas nakakaworry kung yung footing rebars mo hindi nila inangat ng 75mm (3") sa lupa. I seen footing rebars naiwan sa ilalim at binuhusan sa ibabaw [emoji16] dun sa isang project ko na mat foundation. Hinukay namin mga 4 meters depth sa adjacent bldg with proper shoring support naman.

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  3. Join Date
    Jan 2016
    Posts
    6,811
    #743
    Thanks Sir Max, Yung footing ko I made sure we placed 3" spacers, which reminds me na dapat pala ma check ko if I still have spacers, baka short cut nila at pakyaw kasi 🤨

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  4. Join Date
    Nov 2017
    Posts
    1,748
    #744
    Quote Originally Posted by papi smith View Post
    Thanks Sir Max, Yung footing ko I made sure we placed 3" spacers, which reminds me na dapat pala ma check ko if I still have spacers, baka short cut nila at pakyaw kasi 🤨

    Sent from my Mi A1 using Tapatalk
    Kung madami ka luma pvc 3" pipe, you can cut it off ng 3" as molding then insert GI wire on it. Spacer na [emoji16]

    Sent from my SM-G955F using Tapatalk

  5. Join Date
    Jan 2016
    Posts
    6,811
    #745
    Yes sir, meron din ako luma na 1/2" pvc, i-secure ko na lang horizontally with tie wire for my 2F slab spacers

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  6. Join Date
    Nov 2017
    Posts
    1,748
    #746
    Quote Originally Posted by papi smith View Post
    Yes sir, meron din ako luma na 1/2" pvc, i-secure ko na lang horizontally with tie wire for my 2F slab spacers

    Sent from my Mi A1 using Tapatalk
    We use 2" pipe mold as spacer maliit 1/2 madali madurog pag naapakan. Meron mga binebenta mga hard plastic spacer nasa P8 per pc.

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  7. Join Date
    Jan 2016
    Posts
    6,811
    #747
    Saan sir nakakabili? Nakita ko sa olx pero por sako ang bentahan

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  8. Join Date
    Nov 2017
    Posts
    1,748
    #748
    Quote Originally Posted by papi smith View Post
    Saan sir nakakabili? Nakita ko sa olx pero por sako ang bentahan

    Sent from my Mi A1 using Tapatalk
    Ask mo sa mga hardware store baka meron. Nagawa nalang kami kaya dapat yung nagawa mga 400 pcs minimum a day para hindi talo. [emoji16]

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  9. Join Date
    Jan 2016
    Posts
    6,811
    #749
    Salamat sa guidance Sir, Kung Wala sa hardware, papagawa na nga lang ako

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  10. Join Date
    Jan 2016
    Posts
    6,811
    #750
    Here I am again masters [emoji3] May I hear your opinions regarding pouring the second floor slab in sections? I reckon, we can pour the entire second floor in 6 working days at the most using just a bagger concrete mixer. This is a backup plan if the cost of ready mix will be prohibitive due to subdivision restrictions, mainly big concrete mixer trucks and pump crete are no longer allowed. That leaves me with small trucks and probably a hose requiring additional labor on my part. I've done the math and there is a safe 20% savings on manual pouring. But how are the pouring sections divided? Or where should I "splice"? Thanks

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House Constuction [Merged]