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HomeMy WebLinkAbout06030114 Signed Conditional ENCOMPASS NOTEPAD - 03/20/06 NOTES FOR: 06030114 BLDG 1 - PR DATE TIME NOTE TEXT PAGE 1 OPERATOR ---------- -------- ---------------------------------------- 2006-03-20 08:02:55 1. Please submit engineered calculations from an Indiana Registered Design Profesional for the doubled up floor joist over the garage-prior to rough-ln inspectio. TOTAL LINES OF NOTES: 5 s ~ C\\I\.~.:\V.~" ~>n cmiser o /1 ~ . 'l!P!bb 03/21/06 22:48 -~ 'J .::i~ Ii...Q ~~ ~~ O...J ~::! . ~ ':!~ ~ -l <l. ~ ~ ~ ~~ "- ,j ~~ "l'I..~ I!t<( 0.. . ~Ill~ ~ ~ d 2.~~~1 "I: h~ -~ ~~ U:~1ll ~~,I'\~ ~,,~~;s .~ ~~~.JI.'r""'Q \fI~\- ~~ ~s ~,^:!:QCII. ~~ 1I)~~<t~ ~\Ii t\! Q.."'~ ~,.~,~~~ .J1l3,3 J' ~'l!"'1f.~~,.l\.(~ D( . :r 11:. "t- (~~:i ~- ~t~~~ t~ i, ~~~~ ~~ iO tl ... t' l1;' 10""""\1,) ~~, ~~I-lI: I;j ,u,' 'l(f: ! HUSKY BUILDERS ~ 5712499 ti '" ~ 7; H 1 . 3 , u . . ~ "Z ~ - - I '/I :<l~ ~ \l, ~ . 1 o :: - -.I I -cl ~ , .i o ~ ~\:' ~ W ~(i" >/I ,,~ II1ju 7.)l.k . ..~l'f i~i~!:' ~oj\; -;J~!1 =Il ,L. . 0"11I ^i 'r.: .. ~ 'i' 3", -5j!! ;~ ~- ~~ ~ll r .. .. .... \- 'to{ ~~U 9~" D ~1L.z tiU . I~I s ~S _' \l en ~ , .J. J ~ .,~ ~! '" ~ ~ ~~\l(\ ~~-3 .~ ~ \) ~ ~~ ~ 'l~""~1" ~l ! 0", ~C>' ~~ =~ l~ ~l.... -::: = ~ \.. 'J ~ 1II"~ ~~, ~~~ ~ ~ '~ ~ ~ ~ " . . -z.t o '\to .. -~ ~ oil .. .,. ~ . 'I II i< ... " (J .00 -' .. ... .... Ji.i"Z '2 9~~i<.t ~'.&~.'ll ~i~~~ NO, 054 (;'03 -.j'1 ~ ~ ~ ~ ..~ i~ ~ -' \II. ~ !Q~l ! Irli '> a: I ~ O.j -~ ~"i {;il "3/21/"6 22:48 HUSKY BUILDERS ~ 5712499 NO. "54 ""2 ':\ ......... ." ",'''~'I., FAX NQ. : Mar. IllS ~2 1llS:06AIi ,Pl . . '" . ,f l.~ :". .' ... Swne Engineering Inc. . 'IB16 Ridg,liInd D,ive /ndl,rnapolis.lN 462S0 (317) U9.'UJ C".' February 18. 2002 Husky BuildeJs 9952 CcdarRidge Carmel, IN 46032 ".. x ~>.' f(, ~,,~~ <"'. ,..,,' i<' :,. . . Rc; Floor joists Lot 1/. 27S F~er Estates' Carmel, IN Gentlemen, ThepropOsed Southern Pine #2 double 2xl0 joists spaced at 16" o.C. are lldequate for a 40 p3f live load for spans up to 21'.1". The proposed Southcm Pine #2 triple 2xl0 joists spaced at 16" O.e. are,~' for a40 psflive load for spans up to 24'-1". ' :.. ~ The proposed Sollthem Pine #2 double 21':10 joistJ spaoed lit 16" o.e. ~ adeqWlte for a30 psfUve load for spans up to 23'.2". The proposed Southern Pine #2 triplo 2xl0 joists spICed at 16" o.c. are adeqllllte for a 30psflive load(orspans up to 26'-4".. . , '.,.,,!,, \ Thank y~u for the oppllrt~ to pro~e this servlee. Plea5e advise if IQ1Y1urther infonnat~ ~ ~uir~; , : " .~. ". f": F" ' ~" .. t t,; F. I.' ~ 1,' i' I f.. , Sinurel)', -12m_ -.11#1 s-~ R:;Z~MSto1'\e P.E.lndiana #6143 Husky.6 \'-';. .' ,. ~. !-,; ~, Co" .'~ .