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GENERAL Na7ES: <br /> 11 ALL HIM ANCHORS MUST MEET INS MINOVII WORK" <br /> TYPE PAD DIMENSIONS MAX LOAD MATERIAL LOAD Of 3484 IN.AND AN U 7i 2.QVILOW ANCHORS SHALLITIVIItrAML A <br /> CONCRETE BLOCK QUALITY CEMENT AND SAND MIX <br /> By Holtz mot or <br /> OFAM 1/4 AVERAGE HOLDING POWER <br /> ---3-5-0-0 CONCRETE BLOCK QUALITY CEMENT AND SAND MIX or MOT LESS THAN 0 <br /> 4i'X8"X16'! 3.THE it=is Due im W EARTH oxemot AND <br /> .16"XIV _3950# ABS'PLASTIC PIER PAD <br /> IV 8!IX8"x16I, 350W—' CONCRETE BLOCK QUALITY CEMENT AND SAND MIX nw- 89 ATTACHEAWUtH D TO A V TOOK CONCRITE <br /> PAD TABLE- 2-11OW V SRAC- WIN BOTTOM OF <br /> GUILDIM01BU11110101MAX it=MUSER Of -NUMBER OF BRACKET ATTACHED TO 2rXr KDOC ARMOR U31MM CM;M11 <br /> WIDTH SPACU40 BLOCKS ANCHORS 0 MUCH SG—* <br /> I I . . 120 1415 145 173 AND INTO 3j:".'LAO WS TENDER <br /> MPH MPH MPH WUHMUEV4MIEFOlt OUNTRZQU,. FM= <br /> BUIUMMO, <br /> &IF*#to now auumm 13 ATTACHED TO A Ir COMIM <br /> i.V--IV_r A +2 WEDOM AN MOM BOLT INTO <br /> GROUND ANCHOR ON.SLAB PLAM SEE SMLU FOR <br /> 1 1 7�6' A 2 2 2 2 Size BUILDING, <br /> APPLICATION APPLIC N 1 7--ft' 6 2 2 - - ONE ANCHOR W"BE PLACED AT EACH CORNER Of <br /> BUILDING WffK%24'CF COMM 4 <br /> V-60 6 3 1 3 7.uk%XVMSRUOM GHT ANCHOR <br /> 0 1,011106111 ANCHOR IMMLE ARE <br /> (4) =OF ANC-18MUMVIR OF AMCNWTO RUN DOV01 <br /> -2 RED I <br /> C, 52 t2..& V_w 2 2 -L. EACH ALL TOTAL Humm or Amcm Avaumv, <br /> _0 <br /> w a 3 3 3 3 PER=0 WO MD BE 2X THt NUMBER LIM IN THE <br /> 5) (3) 9,P==DISTALLATION ON GROUND ONALLINE SET ON WE <br /> a 3 3 SCMUU). <br /> 1.w, LV.M OR IV <br /> (7) '-& LIM FAD3 1MAS& <br /> 7 10 4 4_ 10.NO 0 Eoff& 5=1011 MAYES STACKED ON <br /> 7--a. <br /> GRA 6 2 PADS MR HIGH SETS UP TO AV WITIMOUT RIONFURMINO. <br /> V-11 a 2 2 2 J2 DESIGN PARAMWRBi <br /> a 1 2 2 -a-J- <br /> W_11-I 2111-V 1 71-V a f 3 1 3 3 I.V1160111308FORASC97-10 <br /> Z DmwvnKD 10,113)12011144-14511PH-loIlipm-175111'" <br /> &WIND SURE CATECORY,a <br /> 12 1 A I A A I A 4. mm <br /> 1 A I A a I A 0.MORE CAFICATION1 ENCLOSED <br /> is 5 1 5 <br /> MAL BUILDING COM 200 AND <br /> ARUMM"'MM17'67H ED" <br /> a <br /> HIM UmE ASIR 1I,L{'3a.-A. a 1 2 1 2 <br /> a 3 3 3cwu1l"a�o <br /> No <br /> W-8- B, 3 3 1 3 1 3 <br /> T.Kwo pt <br /> fv�w I-W.4- mm <br /> 1-1-0. W-8. 5 1 5 1 3 LANGAN% <br /> (60*aq <br /> 1/2'�X30-LC.STMROD 1I/r4X36-LG.STEEL ROD <br /> I W-W W-r 1 2 <br /> L 0 1 is,_e I W=r <br /> I 12 3 3 1 <br /> x <br /> J-2 <br /> Le <br /> La <br /> ATTACH M SLAB WITH 1/2X3" 15 -1-J_ Z_ <br /> Wbou ANCHOR BOLT 18 A 14 A <br /> I W-0 al-R. 21 a <br /> N 7 1 Afil-e tv_e 24 <br /> 0 fir <br /> N 7 24 a <br /> I IA!.W 81-r 112 2 1 <br /> 3. 12 1 <br /> HELEN 4'0 WITH 2'PITCH b 3 LC <br /> W_r is 3 3 <br /> ASPHALT ANCHOR <br /> GROUND ANCHOR "L"BRACKET CONCRETE SLAB 20 -A- <br /> ANCHOR. 24 A-_i. -A- <br /> W-V n 5 5 + 5 713 ntHlltilC <br /> I ANCHORS TO BE PLACED le FROM END OF BUILDING(MAX) I/a'X8'X2'STEEL PLATE WITH(3)3/8'HOLES 32 2 + ,Fl. DATE:12.01.17 <br /> 2 MINIMUM OF TWO ANCHORS EACH SIDE OF BUILDING <br /> 3 0 A- <br /> 38 7 7 7 7 8.5x I 1-9 <br />