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  1. RedlineFP

    the relation between K factor and ceiling high

    Riyadh1985, You might want to check FM DS 2-0 (Table 3 - Page 15) for reference. Have not come across any guideline related to Ceiling heights and K factor in NFPA though.
  2. RedlineFP

    Window Sprinklers , Water curtains & Ceiling Sprinkler Calc

    Size of the opening is < 1000 Sq ft. , Window Sprinklers were spec'ed by the Architect to maintain the rating of the wall. looking at the all steel construction and the building being a rec. center, I believed that calc'ing all 3 together was overkill. Wanted to make sure that my final product...
  3. RedlineFP

    Window Sprinklers , Water curtains &amp; Ceiling Sprinkler Calc

    Hello Forum, I am designing a Community Recreation Center, Two levels and about 20,000 Sq Ft Area. There is an area with exposed ceiling structure (21' high) having an vertical opening to the floor above which requires water curtain as per 8.15.4. In the same area one side big glass wall seeing...
  4. RedlineFP

    water demand assessment for high rise hotel building

    Exactly what TMack said: Your Pump Rated Pressure to be 100 psi + P.ele loss + P fr. That will be more than required pressure for hydrant flow and the flow requirements for on site Hydrants will most likely be more than required for Standpipe system.
  5. RedlineFP

    Obstructions to ESFR heads due to Lights

    Travismack : 1. Correct but what I heard from them guys is that shadows due to pipes and sprinklers will be not quite as much as from bar joists and considering very limited options we have, they will live with that. I use AutoSprink here and I submitted revised plans with heads beneath lights...
  6. RedlineFP

    Obstructions to ESFR heads due to Lights

    Sdpaddler50 - NO sir, Not at all. I took yours/everyone's comments in a positive manner to learn from my mistakes and as I said I will try to make sure in the future that something like this doesn't happen again. I am 23 years old and in 2nd year as a designer. EOR won't accept any deviations...
  7. RedlineFP

    Obstructions to ESFR heads due to Lights

    TravisMack- You're correct,Those are similar points I included in our proposed solution to resolve the issue but they don't want to lift the lights tight up to the deck because as you said, it will have shadows due to bar joists below. Now I can't use the Table 8.12.5.1.1. We have been...
  8. RedlineFP

    Obstructions to ESFR heads due to Lights

    Hello Forum, I am working on a project with ESFR system for a Tire Storage warehouse. (SH -25' & BH - 30'). The design is done and approved by EOR. The final electrical shop drawings just came out and they have proposed to use lights 30" wide X 26" deep. This creates a bit of issue for us as...

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