HomeMy WebLinkAboutREDLINED PLANS - 95-00015 - Papa Aldo's/Papa Murphy's - New Building. ~~
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TJ-Sizinq{TMj Pay` ' ~f 1
J5.3O-1995 MA';( siz
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244 South Colo Road Boise, 1d 83TO91~5A Fhone: ~.~~ X22-4931
Name: gill Reavely project Name: K1ETFi KENNEDY Psfle Title: RQOF
Based vn Allowablro Str®ss Oesign (ASD) NER building code for Custom TJM products
Appli cation......... hoof - Snou Qeflection Criteria {MR) Member Use ............ ... JOIST
Load Ctassificetion........ Snou lL DefE Tt DafL Member Top Siope(in/ft)... iI.5u0
Load Duration Factar....... i.i~ 3Y~~ =/1Y{' tt1?0 Roof Slcpe(4nlft}......... 0.04
Live Load(p8f} ............. 35.0 Flaor Decking............. .. H!A
Dead LosdCpaf) ............. 15.0 Reper.itiva Member Uea..__. .. Y
Reinforced Overhangs...... .. N/A
16" TJZ(R)/35DF JOXST C~ 24.0" o/c
` 27'- 0.00"
(Minimum cut Iength) ~ (Overall horizontal length} x 1.001 + 5!8"
-------------------- ...__. S 12 £ A N A L Y S I S - A 5 D ___--------••---_---• --- __..._ _. .. --_•-
IMPORTANTf The analysis presented below is output from software developed by Trus Joist Mac~illan{TJM). Allouabl~
product values shown are in accordance with current TJM maaterists and codo accepted design values. The specific product
opplicetton, input design toads and Stated dimenaians have been provided by others, haves nor been checked for
cvnformanca with the d®sign drat+ings of the building, anrt have not been reviewed by TJM Engineering.
Maxioriun Design Allouabi® Contro;
Shear{tb) 1350 ]350 < 2266 168~L LT, end Spen i under Snou Roof !oadin9
Rcactiontlb} 1350 1350 c 1350 10D~ Soaring 1 under Snou Roof loading
Moment(tt-lb) 9115 4i 15 < 9987 110K M[D Span 1 under Snou Roof loading
live Defl.(in) 1.082 K 1.351 ll30O M:D Sgan 1 under Snou Roofi loading
?oral Defl.{ity) 1.546 < 1.802 l/210 MID Span 7 under Snox Raof loading
Span 1
~r '' ~f~
Max. Reaction Tocal(lb) 135Q 1350 ,~
Live(lb) 945 445 ~~•~ ~'
Required Srg. Length(in) 1.80{4} 1.5000}
Max. Unbraced length{in) 37 f
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