I am the midst of installing an 180gallon acrylic tank, stand, lighting fixture that will weigh ~ 1800+ (max) when full. This will be placed on the 2nd floor (1st floor is garage area) of a 3 story townhouse in the dining area along a wall adjacent to the kitchen sink area. I've read online a lot about weight distribution in terms of pounds per square foot (psf) as well as joist supports and load bearing walls. I've even contact my home builder since my house is fairly new at 1.5 years old. Upon contact them, they referenced me building plans (depicted below). If you cannot tell, my fish tank (in yellow) occupies a small crevice in my dining area. I find out that 1) the house is designed for 33 psf dead weight and 40 psf live weight and 2)Unfortunately, my tank only sits over 2 floor joists accordingly. With this in mind, I researched the maker of my floor joist: iLevel TJI 560 in 14" size. When I look this up, on their website, http://www.ilevel.com/literature/TJ-4000.pdf , the joist seems to support a loaded weight of 148-169 psf (I calculated my tank psf to be ~150).
Can someone please comment on my assumptions, especially as pertaining to the 150 psf load specifications for the joists? Am I okay in terms of not causing significant deflection, especially with a wall at one side (sheer strength is much greater than deflection supposedly). Thanks for your help.
Can someone please comment on my assumptions, especially as pertaining to the 150 psf load specifications for the joists? Am I okay in terms of not causing significant deflection, especially with a wall at one side (sheer strength is much greater than deflection supposedly). Thanks for your help.
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