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96-5561
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1996
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96-5561
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Last modified
3/4/2009 2:52:12 PM
Creation date
7/6/2006 3:00:47 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5561
Building Department - Name
E P M C
Address
GALL BV
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<br />"'~'~"'~.'-:.:;JI'!)r.."r:"'-".;'l <br /> <br />:<!l;1:""4"~~'%;F"f:'" <br /> <br />')$.ill <br />............~, <br /> <br />'~;,':;'::'lic,~,t-;:~'^ .,:t'~"'~~~~j . "~~ <br /> <br /> I LOAD BEAR~NG COLUMN DETI <br />M.'.RK DlseRIPTION WT.U1FT AREA WALl. \ FLANGE \ <br />0 SO . 2" POST BEAM .816 .680 .070 .070 <br /> SO x 3' SCALLOP TUBE .608 .507 .044 .044 <br /> 3" x SO .093 TUBE 1.282 . 1.068 .093 .093 <br /> 3" x SO .125 TUBE 1.709 1.424 .125 .125 ,044 <br /> 4" X 4" .125 TUBE 2.309 1.924 .125 .125 <br /> .09J -GJT., <br /> @ ~ <br /> COMPRESSIVE CAPACITIES IN POUNDS l- Joo-l <br />HEIGHT @ @ @ @ <s> .125 - <br />7' 3300 3040 12560 18440 22700 C!JI <br />8' 2800 2780 8300 10840 22700 <br />9' 2000 2580 6560 8560 22700 <br />10' 1620 2400 5300 6940 22700 r Joo -l <br />II' 1340 2130 4380 5740 14080 <br />12' 1120 880 3680 4820 11840 .125 - <br />14' 820 820 2700 3540 8700 <br />16. 640 640 2080 2700 6650 <br />18. 500 500 1640 2140 5260 i UP- LIFT CAPACITIES -I <br /> 400 400 1000 LBS. PER COLUMN <br />20' 1320 1740 4260 <br /> - <br /> - -3-1/2" TYP. <br /> I <br /> 1/B" X I" X 9" lON~:----: r~ <br /> FlJ',T BAR STRAP AlUM, <br /> IJ. (2) 5/16 X 3" LA <br /> 111 EACH SIDE <br /> Ll <br /> " <br /> <br />Fr:- , <br />)IIl <br />:~! <br /> <br />(2) ~10 SMS EA. SIDE <br /> <br /> <br />3 X 3 COLUMN TYP. MIN .09 <br /> <br />'\Ji "S I <br /> <br />JI <br /> <br />I - J.oo-l <br /> <br />~I <br /> <br />- Joo-t <br /> <br />~ IC==1T <br />~~ <br /> <br />- Joo-l <br /> <br />ji,."JT <br />I 4.00 <br />i <s> I <br />1-:: '.00 -1-1- <br /> <br />SIC[ <br /> <br />(2) (! 10 SMS EACH SIDE <br /> <br />1/8" U-C~NEl w/ 2) 3/8" X 2" <br />RAWl-BOLTS OR fCVII.. <br />(AlT.) (2) 2 X 2': : /8" mClES <br />WfTH (.) 1/4 X .-if . EXPAllSION <br />BOLTS 6R MASONRY S'- REW NICHORS. <br /> <br />r20d' <br /> <br />'Q <br />t> <br /> <br /><I <br /> <br />SUBJECTED TO A 110 MPH WIND LOAD UPLIFT PER (CHAPTER 12, SSC) A 1.11. MUM OF <br />8".'2" CONTINUOUS CONCRETE FOOTING WILL PROVIDE PROTECTION AGi.11 ;T UPLIFT <br />PROVIDED THE CONVENTIONAL ROOF SPAN IS 14' OR LESS CORNER COUI,', :. SHAll <br />HAVE STRAPS ON EACH OUTSIDE SEAM SURFACE <br /> <br />LBC4 <br /> <br /> <br />64 <br /> <br /><I <br /> <br />1)<1 <br /> <br /><I <br /> <br />~./ <br /> <br />1) <br /> <br />. <br />'Q 1)<1 <br /> <br /><I <br /> <br />~, , 111 AL~}'{J~UM. STRUCTURES MASTER PLi}.' <br />~lf\y~ a'G.N3:fu-lG, flC. @ COPYRIGHT AL, INC. 193, <br />)- <br /> <br /> <br />{1;- <br />1'__ <br /> <br />.~ <br /> <br />lit: <br />~" <br />G..,' <br /> <br />1"~ <br />mf.,' <br />~~L <br />~l" <br />.~ <br /> <br />It: <br />". <br /> <br />fit, <br /> <br />.' <br />'E1\ <br />"l,. <br /> <br />~,. <br />'~{ <br /> <br />" <br />. <br />'):(, <br /> <br />1\" <br /> <br />$;,' <br /> <br />~, <br />Ji. <br /> <br />.-..-.J",.. <br /> <br />G1(. ' <br />w, <br />i <br /> <br />LB I <br />-~: <br />.4' t <br /> <br />~~'"" <br />.p <br />'f ~ <br />iil;t <br />" <br />,. <br />~~ <br />tit,' <br /> <br /> <br />,== _::- U~~:~ <br />
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