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UPDATED 11/02/2020 <br />C <br />1:3 <br />U <br />2 <br />27'-9" 29'-10" <br />REVIEW SOIL REPORT BEFORE <br />PROCEEDING WITH ANY NEW <br />STRUCTURES OR ROADWAYS <br />REVIEW STRUCTURAL = UILDING PLANS <br />1701 <br />3 4 5 6 <br />1 <br />11 <br />28'-5" 28'-3" 27'-8" 111- 28'-111 <br />I I I I <br />3-213 1 �,'-51 l2" � „ 4'-31 l2" 1'-61 /2" ,1014" , 4' 51 /2" 4-51 /2" <br />— 8'-4" 4' 4' 4' 4' 3 -8 4 4 4 5 -71 /2 4 -9 5 -7; 3/4 8 -8 8 -81 /4 4 4 4 4 4-24 4 -2 4 4 4 4 4 4 4 4 4 440 <br />-_-- _-_ _____--- -- ---fib=-= - _- ---- --- --�-- _--- ------ ------ �_I_� -_� - T_--_ -- --- -- -r-- ----_�-- <br />- _-_ _- -- --_ - --- -- --- ---- <br />F----------------------------I-------------------------------------------+----------------------------------------------------------------------------I----------I—�----------------� <br />Foundation <br />7 <br />MONOLITHIC STIFFENED SLAB PAD FOOTING SCHEDULE <br />DESIGNATION <br />WIDTH <br />LENGTH <br />DEPTH <br />REINFORCEMENT <br />PF-1 <br />9'-3- <br />9'-3" <br />2'-0" <br />(12) H WAY TOP AND B OM. SEE DETAIL <br />PF-2 <br />T-W <br />3'-0" <br />2-0" <br />I ) T O TAIL <br />PF-3 <br />V-0" <br />6-0" <br />2'-0" <br />() AY TOP AN AIL <br />CONTINUOUS CONVENTIONAL FOOTING SCHEDULE <br />DESIGNATION <br />WIDTH <br />DEPTH <br />REINFORCEMENT <br />CF-1 <br />3'-2" <br />1'-0 <br />FIVE#5S B I <br />T-1" <br />1.0" <br />#'S BY <br />ECF2 <br />6'-10 1/2" <br />1-0" <br />"4" <br />BOTTOM EACH WAY 8O.C. <br />STEEL BASE PLATE SCHEDULE <br />DESIGNATION <br />WIDTH <br />LENGTH <br />THICKNESS <br />ANCHOR BOLT <br />(4) AB -IS W/ (1) UNIT <br />BP-1 <br />1'-0" <br />11-0" <br />0'-0 3/4" <br />SIMPSON SET "XP" PER <br />ANCHOR BOLT <br />KH <br />U0 <br />Itampa <br />URBANORDER.tompa, Inc. <br />5006 south elberon street 33611 <br />$13.832.5557 <br />ss2002460 <br />URBANoRDER am a inc. <br />71pw pwns en mproW and me subject to <br />copyright pmisclbn as en VchsocWnl work' urdw <br />walm 102 of IM capyrO W. 17 oa.0.. as <br />awnded Decembm 1990 and Wtam as smNtmc,Wml <br />woAa copyright votscoon as of 1990. The <br />prolaction indudso but Is not Wrpsd to the MWI <br />!am as wall w arfmV~t and oompmltlon of <br />apaoss and sprawls of 6p dssgn. undw wch <br />pmtectbn, unsuMwlzed use of thm plans. work a <br />harp rsp"w isd, w "My rswb in the mautbn <br />of crosbuo w w building bmng wlzad AM/ofmonstary auparmhon to URBANoRDERnemps m . <br />Fbdda reglebatbnAa26002460. <br />ISSUE DATE <br />05/15/2019 <br />REVISIONS <br />CV <br />mot' <br />LO <br />M <br />M <br />U <br />-0 <br />-0 <br />zM <br />0 <br />U <br />- <br />Q <br />ca <br />cn <br />> <br />w <br />L <br />IL <br />N <br />JOE TOPH. <br />FL.,REG, AR10095 <br />DATE: 11/19/2020 <br />DRWN. <br />CHKD: <br />SCALE: <br />SHEET NUMBER <br />SCALE 1 /8" =1'-0" <br />Aml 2 <br />VA z hills <br />