Laserfiche WebLink
<br />, - <br /> <br />. <br />O'l <br />I <br />.co <br />N <br /> <br />I~ <br />r;= <br />Ir <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />__I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />IL <br />l!:: <br /> <br />. <br />~ <br /> <br />-t <br />I <br />i.-, <br />~ <br /> <br />. <br />~ <br /> <br />-t <br />I <br />i.-, <br />~ <br /> <br />.. " <br /> <br />. - <br />.. . <br /> <br />, ' ... - - . <br />'. '. _. . - -,. . . <br />. . -",.. ., .. .. ..- <br />~ .~.. "'.-'.- . -...'..._....-... . <br />~;::?,:~~.)/};~\;lI; <br /> <br />. - <br /> <br />NOTE: <br /> <br />52'-1. <br /> <br />,... cc..TlNVOVS CCtJCRETE BlOO< WALL ON <br />10. lC IS. CONTINUOVS CONCRETE rOOnNG, <br />RE1NFORc[D PER LOCAL COOE REQlJIROAENTS <br />.....TH lAIN, 2- 15 REBAR <br /> <br />~ <br /> <br />=i1 <br />-,1 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I L..- END WALL <br />I I <br />I I <br /> <br />5'-4" 5'-." 5'-4' ,'-." 5'-4. 5'-4' 5'-.. 5'-4' 5'-4. I I <br /> <br />ill l.r l T l r, <br /> <br />""'--~--- ~:;r-~~-~---~---~~----~--~T' ---~---y.----'-I: L\,lARRlACf:UNE: <br /> <br />12'-0. TO CENTER Of <br />COlIMN rOOTING PIER I COlUI.lN 16X16xa rOOTING T <br />SEE rOVNOATION OETM..S 22'-7. TO COHER CF COlWN 24X~X10 rOOTING I <br /> <br />36' -1. TO CENTER CF COlUUN 15X16X6 rOOTING r <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />~ L,Q <br /> <br /> <br />~~y~ <br /> <br />DATE c=?- /3- 93' <br /> <br /> <br /> <br />V <br /> <br />- <br /> <br />,.. . ,," "INIl'W ""55 p"'n lOCA_ J <br />\,lAY VAFl.Y OUE TO SITE CONDITIONS. <br />('MTH UINo 0,26 SO. rT. VENT) <br /> <br />- 8' )( 16" VENT OPENING COV[R(O .....TH <br />CORROSION RESlSTANT~RE l.4ESH NOT <br />LESS THAN 1/4' NOR WORE TrlAN 1/2' <br />IN ANY DlRECTIc..o (fYPlCAl) 1 SO, FT. <br />0(' VENT REQUIRED rOR EVERY 150 so. <br />rT. Of' CRA~ SPACE IAINlU\JN, <br /> <br />.- 18X24Xl0 SOlID CONCRETE rOOTING rOR <br />c[NTER UNE BLOCI<ING 5'-4' Doe, \,lAXI\,lUN, <br />OPTIONAL 10X15 CONTINIOUS rOOTING <br />rOR C[NTER UNE BlOCl<ING <br /> <br />~ <br /> <br />c[NTER UNE BEARING PIER <br />SEE rOVNDATION DETAIlS <br /> <br />41'-4. TO C(NTIR CF COlWN 18X18X8 rOOTING <br /> <br />[EXTERIOR rOVt--llA nON WALL <br />SEE rOUNOA nON DUALS. <br /> <br />[ SIDEWAll <br /> <br />PLANS REVIEWED <br /> <br />1. TI-lE FOUNDATION DESIGN IS IN ACCORDANCE "MTI-l '97 SEC <br />CHAPTER 16,18, 19, 21 AND IS BASED ON 120 IAPH 'MND, <br /> <br />6. ALL FOUND A TlON CONSTRUCTION, I.AA TERIAlS, AND INSTALL TlON SHALL <br />BE IN ACCORDANCE Wlll-f ALL APPlICABlE STATE AND LOCAL COOES, <br /> <br />2. FOUNDAlTQN SHO~ IS TI-lE ~NIIAUI.A REQUIRED BY <br />STANDARD BUILDING CODE ALL FOUNDATIONS SHALL <br />BE OESlGNED FOR ACruAL sm: CONDlT1~S. <br /> <br />7. ALL REINFORCEIAENT BARS SHALL COMPLY 'MTH ASnA A615. GRADE 60. <br />REiNFORCEMENT BARS SHALL 8E EQUALLY SPACED '\\'ITH 3. <br />CLEARANCE FROI.A BOTTOU AND SIDES OF THE FOOTlNG. <br />LAP SPUCES TO BE 48 BAR OIAMETtRS. <br /> <br />3. t.41NlI.AUt.4 SOIL BEARING CAPACITY 2000 PSF'. <br />COOCRETE COMPRESSIVE STRENGTH 2000 PSI IN 28 DA Y$, <br />4. FOOTlNG SHALL BE PLACED ON NON-EXPASlVE SOILS ONLY. <br />5. nP. 8X16 CONCRETE BlOCK UNLESS OlliER'MSE NOTED, <br /> <br />8, IAASONRY UNITS SHALL COMPlY WITH ASnA 90 <br />9. 1.40TAR SHALL BE TYPE I.A OR S. <br /> <br />lllTU(jJ <br /> <br />\0 <br /> <br />tfj' <br />I <br /> <br />HUlalH. WEilHER, tAIllDt <br />It ASSOOATU <br />1&17 SQln4 lot'lllU .l~ <br />CllABlfA IDl. n. 34ell <br /> <br />~ <br />Z <br />10 <br />!Xl <br />co <br />~ <br /> <br />z <br />~ <br />....J <br />Q.. <br />Z <br />0 l" <br />~ .- <br />~ w <br />0 <..) <br />z <: <br />:J Q.. <br />0 <br />LL <br />~ <br />Q.. <br />0 <br />t=-: <br />z <br />Ii <br />a. <br /> <br />~ <br />o <br />< <br />u <br /> <br />In <br />Z <br />0 <br />Vi <br />5 <br />w <br />a: <br /> I,{) <br /> 00 <br /> \.0 <br /> !Xl ~ <br /> en <br /> I <br /> 10 <br /> I .J <br /> w <br /> - 0 <br /> 0 <br /> ~ <br />ro- <br />O'l <br />I <: <br />O'l ::: <br />N u ~ <br />I 0 0 <br />ro- v; t=-: Z <br />~ z W <br />z w <br />a: 0 <br />< b:: < 0 <br />0 0 a. u <br /> <br />u <br />Z <br />- <br /> 0 <br /> >'J <br />e-.. Q) <br />w>'J <br />- lOln>'J <br />~ 0< <br />~ colD < <br />~ -a:o <br />X-Ii <br />000(0 <br />~ lD;;:..J <br />.01.&.. <br />0 01- . <br />.~ 3: <br /> 0..00(0 <br />lfJ lDl- <br />a: <br />~ < <br />::g a) <br />0 <br />~ <br /> <br />~~ <br />(~ @2 <br />~ ;::=000 '--<::: <br />\'"\'_ C) ~ <br />~~ =-:7 <br />-=--- <br />