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HomeMy WebLinkAboutPlans·~;;':/ .. .. " . . , ~ l ' ) ~ .. j ' '1. -~ }1 .. • • ... : ... • •• \ \ 1"" I ,, ~\ '· :', ' ,, ' I r .·= ,'"",.-<,.',.•/. •.J.:; v//1.-:.,;_ ' t~! ~1 /l " 'J '" /; \; ' ;l ., ~ ;! ') /) ~:'"' ' " ' \.j ' /l l'<! I! '-l / / / / i !---· I i . .,• li ;.-t ., i ' . I. '' '' '' I i' '! -~· r- ~! " --+ __ L GENERAL NOTES 1. Concrete shall be t = 3,500 psi 2. Structural Steel shall be C,. = 42.000 psi 3. Relnforcing steel shall be Grade 40, fy = 40,000 psi 3. Reinfo~:eing splices shall be Grnde 40. 4. Floor slab shall be reinforced with either fibeJ"..mesh concrete,# 4 bars at 12 inch-:. each way, or 6 x 6-W 5 x W S welded wire fabric. S. All carpentry shall be ~ormed according to generally accepted industry standa.rt1 aod the ~Code. ;J;. {jC 2 ..::.~? 6. Nailing: a. Stud to sill plate 3 -8d b. TopPlatetostud216deachstud c. Double top plate 16d@ 16"0.C. staggen::d 7. Metal roof and wall panels to be selected by Owner. f-i f~ <X c~<-M.-<1'\ APPROVEU SUBJECT TO NOTED ") !.:XCEPTJONS & INSPEC11<JM:I 6~~ GARFIELD COUNTr ~ l'l.I.!ILDING DEP;"l~~ 0;; tlff ~-J&o JJl·ilo.·f;!& By -J FIELD COPY "0 INS!'!:CTION WIT~ li!lf P'l.AMG OM ll'fE o' i i I .l) ''- j ___ _ ~" '" ~~ \ " \ ~ ~~ ~~ ~ ... n< ' ' ~' X~ ~~ ~~ "'~ tfj ,, ._;; ( " ~ ~ ~ 0 '{: ~ ' ' tr) .,, " ,; ,"-"' ' <1) l:lj 'I ~ ~ ~· '£ .~~ "- ~_j . ',:-' " ' .. ~·E - ~ '<: ~ ' \) () ,, R: ' \;J ~\\ ~ v, ' . \! ., \,., ,·,~ ,· .. (:. '• '• ,_. ~ .,e. . ,, ~ l, ' I " CD 'Y) <, ~~ '<.~ " "' '\)~ \... C) "' 'tJ':i 'IJ '{. \~ ~ ~ I:Q ,,, :\:J~ ~\J \) I ~ ~ L .--zj'! \l " l1: ~ ~ ' "-! OJ % " 'IJ " ) ~ ' ~-,! \) ' ; :;! ~ ~ () " ~ ' '' " J, ~' ' ~ ~~ ,_ ,, ~ .'} N i:: " " • '0 ' "'-'U \J ~ ~ llJ " -~----,, VJ ---------===-----·-· J -------/ )( Ill / I~ ~-) ~" ~ ~N ., IJ ~ I •• :t ' ~ ' " N \ c; LW..JI::·· rr=:n '-..:.'_.J .. I " ,, --t,!-· - ~ "' '" {() I '\----... \ \.----- ·" ); ... -<' ..... / ~ }.J ~ ~'" {~ '-' ~~' > ~ j• • i ~.r~J 4. _3_