My name is ________ and I work at _______ Steel Company.... We build "Commercial Steel". We receive Joist and Deck Quotes from vendors and we just plug their numbers into our "in-house" spreadsheet that we use to estimate steel and we write out bid letters from that software. My problem is that 90% of the time the Deck is attached to the Joist via "Puddle Welds" which is fine and does not require us to change our LABOR for erecting a steel building with the numbers provided to us for Joist and Deck. HOWEVER, in that 10% of Drawing that we get in it will have a General Note about using Powder Actuated Fasteners instead of "Puddle Welds". We need to come up with a FORMULA that will allow someone in the office to point and click on some radials and receive a NEW PRICE to input for Powder Actuated Fasteners.
I will list the Parameter that I can think of with a short definition:
1) Zone 1 or 2 or 3 or Etc..... = A zone is a portion of the roof that has a certain ATTACHMENT PATTERN --- There are only four attachment patterns:
2)36/4......36/5......36/6......36/7 = What this means is that the deck (always 3' wide or 36") is attached with 4,5,6or7 P.A.F.Last every 36"......
3)We have only two types of Fasteners: HILTI X-HSN 24 and HILTI X-ENP 19......Each type has a price per fastener......
4)Last, we have the Joist spacing that the deck is attaching to..... It is always like 4'-0" or 5'-6" or 6'-0" Etc......
I need a formula that would allow us to enter the deck attachment type and the joist spacing....then the Square Foot in a zone........ Then I GET LOST and DO NOT KNOW HOW TO MAKE A algorithm..... LOL
PM me and maybe we can work something out over the phone????
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