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<br />TABLE 1
<br />
<br />PIER SPACING TAB1.ES
<br />FIXED SIZE FOOTING PAD
<br />I-BEAM PIERS ON1. Y (WITHOUT PERIMETER B1.0CKING) - SEE NOTE (1)
<br />
<br />ROOF LIVE SOIL
<br />LOAD LOAD CAPACITY
<br />ZONE IPSF', IPSF\
<br /> 1000
<br />SOUTH 1500
<br /> 20 2000
<br /> 2500
<br /> 300e,
<br /> 1000
<br />MIDDLE 1500
<br /> 30 2000
<br /> 2500
<br /> 3000
<br /> CAUTION:
<br />NORTh 40 AL..
<br />
<br />SPANS
<br />I!:).' 16').'r :'R D8:JBLE B'x16'x~" i I~OTE <;', DOUBL: 1t" ).'16'.).'4" (S:e NOTE 4 \
<br />12.WIDE H-WlDE 16-WIDE lB-WIDE 12-WlDE 1~WlDE la-WIDE 18.I/\1D::
<br />".2' 2.... 2'.,. 2'.3' ".Il' 5'." 5'.3' 4'.j'
<br />4'.10' 4'.2' ".11' ,.... S'.O' s'.o. 7'.7' ".j'
<br />".7' 5'." 5'." 4'." 8'.0' 8'.0' 8'.0' 8'.0'
<br />8'-0" 7'.2' ,..,. 5'.11' 8'.0' S'-O" S'.O. 8'.0'
<br />8'-0" 8'.0' 8'.0" T'.:!' S'.O' 8'.0. 8'.0' fl'-O.
<br />NIA NIA NIl'. N/A 5'.9"
<br />4'.3" ".,. ,..,. 3'.1" 8'.0"
<br />5'.S' 8'.0'
<br />7'.," 8'.0.
<br />,~. ~~
<br />
<br />SPANS LISTED IN SHADED ARSAS ABOVE FOR MIDDLE ZONE.. Mil. YON!. Y BE.
<br />USED, 'NHEN THE. DA TA PLA TE IND/CA TES "NO PERIMETER BLOCKING RE.QUlRED",
<br />OTHE.RWlSE. USE TABLE 2 BE.LOW
<br />
<br />.):~.~~,~ ,"::.'~4"-B- :"-:.:' 4~"
<br />, " ~n:"' ~ " .:Z',,;'S- ~' ':- fi~- '.
<br />. ... ~ -' -; . .. ...
<br />. .-:~;.q:j1~:;,,-:'t' 8.}D,~ ~',"l-7!'-B
<br />T .. 8"4)" 8...0-" 8.4)-
<br />8.q 8...0- 8...0"
<br />
<br />TABLE 2
<br />
<br />PIER SPACING TAB1.ES
<br />FIXED SIZE FOOTING PAD
<br />I.BEAM PIERS WITH PERIMETER B1.0CKING - SEE NOTE (2)
<br />
<br /> ROOF LIVE SOIL SPANS
<br /> L..OAD LOAD CAPACITY 16'x16.x4" OR DOUBLE 8'x16"x4" (NOTE .1\ DOUBLE 16"x16"x4" (SEE NOTE 4\
<br /> ZONE (PSF\ IPSF\ 12.WIDE 14-WIDE 1S.WlDe 1S.WlDE 12.WlDE 14-WlDE 16.W1DE 18.WIDE
<br />I 1000 $'.11" 5'.1" 4'.'- 4'.0' 12'.0. 10'.7' j'-4" ".3'
<br /> 1500 j'.Z' 7'.10' e'.11' "'Z' 12'.0. 12'.0' 12'.0. 12'.0.
<br />I.BEAM 20 2000 12'.0. 10'.7' I "-4" ".3- lZ'.O' 12'.0" ! 12'.0" 12'-0.
<br /> 250~ 12'.0. 12'.0' 11'.9" 10'.5- 12'.0. 12'.0' I 12'.0. lZ'.O"
<br /> 3000 12'.0" 12'.0" 12' .0' 12'.0" 12'.0. 12'.(1" 12'.0" 12'.0"
<br /> 1000 - 5'.8' 4'.'- 4'.5" 3'.10' S'.O' 8'.0" , 8'.0' 8'.0"
<br /> 1500 8'.0' 7'.3' 0'.10" 4'.0. S'.O. S'.O' I 8'.0' 8'-0.
<br /> PERIMETER 20 2000 8'.0" 8'.0' , 8'.0' 8'-0' S'.O. 8'.0' I 8'.0' 8'.0'
<br /> 2500 S'.O. 8'.0' , 8'.0' 8'.0" 8'.0' I 8'.0' 8'.0" 8'.0'
<br /> ~OOO S'.o" i 8'.(1" 8'-0. 8'.0' 8'.0" 8'.0' 8'.0" 8'.0'
<br /> . 1000 5'.11' 5'.1. 4'." 4'.0. 12'.0" 10'.7' 9'-<' 8'.3"
<br /> 1500 '''Z' 7'.10' i 11'.11' II'.Z- 12'.0. 12'.0' I 12'.0' 12'.0'
<br /> l.BEAM 30 2000 12'.0. 10'.7' , j'-4' ,..,. 12'.0' 12'.0' i 12'.0. 12'-0'
<br />.. 2500 12'.0' 12'.0" , 11'.j' 10'.5' 12'-0' 12'-0. i 12'.0. 12'.0'
<br />... 3000 " 12'.0' 12'.0' 12'.0. 1 2'.0' 12'-0. 12'.0' 12'-0' 12'.0"
<br />~ 1000 ....7. ; 3'.10. 3'.8" 3'.Z. 8'.0" i 8'.0" 7'.,. ".'-
<br /> 1500 7'.0' 5'.10" I 5.... 5'.0" 8'-0' , 8'.0' 11'.0' S'.O.
<br /> PERIMETER 30 2000 8'.0' 8'-0' 7'." 6'.8' 8'.0" i 8'.0' I 8'.0. 8'-0"
<br /> 2500 8'.(1. I 8'.0' 8'.0. 8'.0' 8'.0. 8'.0' 8'.0. ; 8'.0"
<br /> " 3000 8'.0' 8'..0" I 8'.0' 8'.0' 8'.0" , 8'-0. I 8'.0. 8'.0'
<br /> 1000 5'.11' 5'.1" 4'.,' 4'-0. 12'-0" i 10'.7' I "-4" ".3'
<br /> 1500 ".Z' I 7'.10' .'.11' O'-Z' 12'.0' , lZ' .0' , 12'.0' 1Z' .0'
<br /> I
<br />':' I.BEAM ..0 2000 12'.0' 10'.7' "-4. ,..,. 12'.0' 12'.0. '21-0" 12'.0"
<br /> 2500 12'.0. I 12'.0" , 11'.S' 10'.5- 12'.0" 12'-0' 12'.0' 12'.0"
<br />~ 3000 12'-0. 12'.0' 12'-0' '2'.0' 12'-0" 12'-0" 12'.0. lZ'.O'
<br /> 1000 3'.10" ".3' ,'.Z' 2'.9" 8'.0" e'.g. 6'.1l. 5'.'.
<br /> 1500 5'.11' t 5'.0" I 4'.10' 4'.3' 8'.0. 8'.0" I 8'.0. 8'.0.
<br /> PERIMETER 40 2000 8'.0' , ,'.S. , a'-.' 5'." S'.O" I 8'.0. I 8'.0' I 8'.0'
<br /> (SEE NOTE 3) 2500 8'.0' I 8'.0" I 8'.0" i 7'.Z' 8'.0" I 8'..0. I 8'.0" 8'.0'
<br /> 3000 8'.0" 8'.0" 8'.(1" 8'.0" 8'.0' I 8'.0" : 8'.0. 8'.0"
<br />
<br />NOTES:
<br />(1) MAXIMUM SPACING FOR I.BEAM PIERS WHEN USED WITHOUT PERIMETER BLOCKING IS 8'.0"
<br />(Z) MAXIMUM SPACING FOR I.BEAM PIERS WHEN USED WITH PERIMETER BLOCKING IS
<br />11'.0' FOR S'I.BEAM; 10'.0' FOR 10'I.BEAM; 12'.0' FOR lZ"I-BEAM
<br />OR THE ABOVE TABULATED SPANS, WHICHEVER IS LESS,
<br />(3) MAXIMUM PERIMETER PIER SPACING IS 8'.0" OR THE ABOVE TABULATED SPANS.
<br />WHICHEVER IS LESS.
<br />(") SEE FOOTER DETAILS FOR DOUBLE FOOTER CONFIGURATIONS,
<br />(5) FOR 2;(10 MINIMUM LUMBER FOOTERS USE PIER SPACINGS TABULATED ABOVE IN THE
<br />16 x Hi x" FOOTER COLUMN, REFER TO FOOTER DliTAJLS FOR LUMBER FOOTER CONFIGUAATION
<br />AND REOUIREMENTS.
<br />(6~ THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACINGS BY 10%, AS lONG AS
<br />THE OVER.AJ..l AVERAGE DISTANCE BETWEEN PIERS IS EQUAL TO OR lESS THAN THE liSTED SPACINGS,
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