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<br />PAD SCI-lEDULE FOR ALL WIND SPEEDS AND EXPOSURES <br /> <br />IlUILDk <br />UlDT~ 6'-'" <br /> <br />6',1/>' 4 <br />e'-,,' 4 <br />10~"".4 <br />II'-e' 6 <br />13'-e' 6 <br />16'.1/>' 6 <br />21/>'-1/>' e <br />23'.4' 10 <br /> <br />e'.,,' 10'.", 17'.t)' <br /> <br />4 4 6 <br />446 <br />4 6 6 <br />6 6 e <br />6 e e <br />6 , , <br />e II II <br />'" 13 13 <br /> <br />TOTAlIU1BEIi1 a' PADS FlEGlUIFlED PER IlUILD~ <br /> <br />14'.". 16'.1/>' 18'.", 1"'.1/> 21'.", 14'.t)' 26','"Ie'.,,' 30',,, 31'-'" 34'.", 36'-1/>' ~"I!> <<'.1/>' &tl',1/> <br /> <br />66 e e 1010101717 121414 <br />66ee1tl1tl101717171414 <br />e , II II 13 13 13 16 16 16 ~ ~ 11 11 23 <br />e , II II ~ ~ ~ 16 16 16 ~ ~ V V D <br /> <br />IlUILDItoi: MAX <br />UlDT~ &PACINCl 6'.'" <br /> <br />6'-'" 6'-'" 2 <br />e'.I/>' ,'-6' 1 <br />10'-1/>' e'.6' 1 <br />lI'.e' e'.I/>' 1 <br />13'-&~ 2 <br /> <br />ANCI-lORING SCI-lEDULE FOR 11~ TO 13~ MPI-l WIND SPEED <br /> <br />e'-t)' 1tl'.I/>' 17'.1/>' <br /> <br />1 1 3 <br />2 1 3 <br />1 1 1 <br />1 3 3 <br />1 2 2 <br /> <br />~R a' ANCIlORS EACH SIDE <br /> <br />14'.", 16'-I!>' ill'-I!>' 21/>"1!> 22'.1/>' 24'-1/>' 26'." 2e'.,,' 3tI'-1!> 32'-I!>' 34'.1/>. 36'-1/> ~"I/> <<'.1/> ~'." <br /> <br />4 4 4 , , , 6 6 6 1 1 1 e , 10 <br />3334444""&61 e <br />333344444"~661 <br />334444~""661 e <br />333334444~&'&61 <br /> <br />ANCI-lORING SCI-lEDULE FOR 13~ TO 150 MPI-l WIND SPEED <br /> <br />BUILDIN( MAX <br />UlDr~ &PACING 6'.1/>' e'.I/>' 10'.1/>' 17'-1/>' <br />6'-1/>' ".I!>' 2 2 3 4 <br />e'.I/>' 6'.1/>' 2 2 2 3 <br />10'.1/>' &'.6' 2 2 2 3 <br />1I',e' 6',1/>' 2 2 2 3 <br />13',e' 1',,,, 2 2 2 2 <br /> <br />foU'eER a' ANCl40RS EACH SIDE <br /> <br />14'.1/>' "".I!>' ill'.", 2tl'.tl 22'-tl' 24'.", 26'.I!>'2e'.,,' 30'." 32',1/>' 34'-1/>' 36'-tl' ~'_I/> 44'.1/> &f)'.1/> <br /> <br />4'" 6 6 1 1 1 e e" "'" <br />444"'66611,e,,,, <br />3 3 4 4 4'" 5 666 1 e, <br />44455' 6661 l' e, '" <br />3444';~;66b"e' <br /> <br />2><b p,T FLOOR JOIS <br /> <br />3/e . 3' LA(,(; I30l 1. <br /> <br />6" 'r':rl T"t'jT"Lr:rr"._ <br />Tj!llT 11r/1111r'T11JT= <br />!lrl~ -ITlllrl1111rllJ <br />-:;1.11 ~ijrI1.!JJ <br />- -- '': - <br />11 Tlll1liIT!.- <br />-,,~Iihjl.! I: - <br /> <br />r-i~'J~~=T!~~ <br /> <br /> <br /> <br /> <br />2,6 1',1., FlOOR ~&T 2"",.!;".T, FlOOR JOl&T <br /> <br />lXf ~ -=~ W <br /> <br />-- <br /> <br />2,6 p.r, FlOOR JOIST <br />n <br /> <br />~N <br /> <br />x <br /> <br />(In' . 3 ~/4' <br />\leDGE N>K:~ <br />-.A <br />. ..1 <br /> <br />I <br />Ii <br />~ <br />~ <br /> <br />4: c:clcilere &LAe ITYPJ. ' <br />.' . . - . -, <br /> <br />It II BRACKET <br />CONCRETE SLAB ANC~OR <br />Vs- x s. M 2- LAGG eot.1S <br />1lJI'~ 3 - "e' ><oLES <br /> <br />""'~'1 <br /> <br />~'m'~ t <br /> <br />~) <br />~ /if ~'te' ITYPJ <br />o <br /> <br />r <br /> <br />SECTION 2 <br /> <br />t ~ PLACED AT 24" MAX, FRCM <br /> <br />2.:~g~k,tD~~ EAC~ SIDE <br /> <br /> <br />= -I <br />mm <br />- I <br /> <br />"'I_I <br /> <br />... <br /> <br />tn' cP x 30'1 <br />Le>. STEEL ROD <br />~LI <br />4' cP W1T~ 2' <br />FITOi <br /> <br />-1 <br />v=/ <br />I J ATTAc~ TO 5lAe III~ <br />117-)( 3 3/~. <br />\leDGE N>K:~ <br /> <br />- 3' <br /> <br />OE'T4l.""'" <br /> <br />Customer: <br />Ship To: <br /> <br />~HUES~ <br /> <br />""';' ' <br /> <br />r~ <br /> <br />~1 <br /> <br />I <br /> <br />" <br />?;.~. .... { T <br />; .: <br />1l?41'" j;f, to - (}" <br />