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<br />GENERAL NOTES; . <br /> <br />I' <br /> <br />A TYPICAL CONDITION TO BE (1) 1150 RE-BAR (GRADE-40) IN BOND BEAM <br />WITH MIN. SPLICE LAP' OF 30" <br /> <br />B WHEN CALLED OUT IN THE TABLE BELOW USE (2) LINTEL COUijSES WITH <br /> <br />(1) 1/50 RE-BAR (GRADE-40) IN EACH COURSE AND A <br /> <br />MIN. SPLICE LAP OF 30" <br /> <br />UPLIFT REQUIREMENTS <br /> <br />MEMBER , I <br />1 ~ INTERIOR ZPNE) <br /> <br /> <br />""MEMBER 2 <br />(END ZONE) <br /> <br />~'25divided by 2 = {Lo1- 1# lit <br />~ (max.) between down rods <br /> <br />~Udivided by 2 ~ 1# IIf <br />-LL (max.) between down rods <br /> <br /><MEMBER 3 <br />. (INTERIOR ZONE) <br />2' <br /> <br />MEMBER 4 <br />(END ZONE) <br /> <br />divided by 2 =' # lit <br /> <br />(max.) between down rods <br /> <br />divided by 2 = # IIf <br /> <br />(max.) between doWn rods <br /> <br />MEMBER.5 <br />3 < INTERIOR ZONE) <br /> <br /> <br />MEMBER 6 <br />(END ZONE) <br /> <br />divided by 2 = _ # IItl <br /> <br />_ (max.) between down rods <br /> <br />divided by 2 =. # lit <br />(max.) between down rods <br /> <br />MEMBER 7 <br />4 -< INTERIOR ZONE) <br /> <br /> <br />MEMBER ",8 <br />(END ZONE) <br /> <br />divided by 2 = # IIfl <br /> <br />(max.) between down rods <br /> <br />divided by 2 = # IIfI <br /> <br />(max.) between down rods .. <br /> <br />PEAIFORMTM UPLIFT TABLE . <br /> <br />Approvod masonry unlls (IE} IInlel block) may be used In lieu or, ~erirorm provided rolnrorclng coverago meols Iha provisions IIslocl below. . <br />AL <br /> <br /> <br />1 - 115 <br />Grade .10 <br /> <br />549 <br /> <br />37 <br /> <br />LOWADLE UNIFORM UPLIFT LOAD - POUNDS PER UN. FT. <br />. -- <br />0 12 14 16 111 20 24 28 32 <br /> - <br />3 277 219 lU2 156 137 114 99 90 <br />-- E.459 <br />5 0, <br />U" 353 2U4 237 203 159 132 115 <br />417" <br /> <br />U <br /> <br />A <br />~;5-_'h .""959-----;n <br />8 <br /> <br />Grade 40 <br /> <br />595" <br /> <br />.IU <br />