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<br />DESIGN WIND LOAM SHALL VE DIENDORNED AS PER SEMON 1620 OF THE ANOW WMIRONED COOE, 3,2) MINIMIAX EMBEDMENT OF 1/4-t 9 7/6' CXX--iN ANCHORS STALL BE IS 718* INTO CONCRITTIE,
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<br />"" of FIRST REDUCED TO &S.IT, M" "O to" Of MULTIPLYING THEM OY 0.5 N ORDER To E1,S) 04 OAK TRAT PRECAST STOK, OR PRECAST CONCRETE PANELS BE, FOUND ON THE IDUSIFING WALL,
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<br />DETERMINED 04 ACOMOAHCE WITH mos, 2005, (C) ANCHORS SMALL K IM51AUXI) FOLLOWING ALL OF THE RECONAREMICAnONS ONO SPWRO43104S OF THE ANCHOR'S
<br />MONUFACHARER,
<br />VOW PANEL'S ADEOVACY FOR IMPACT AND FkRGUC RMSTANIM HAS OrL4 VtRWIM N ACCORDANCE WITH SECITOM 1626 OF
<br />THE AW& MENTIONED, CODE AS PZR rVNIMMID(Lit TESTING LABOPAVW� INC, REPORT 1 202� AS PROTOCOLS INES-204, 11 If SHAU SEE THE RESPONSIBUTY OF THE CONTRACTOR TO WRIFY THE SOUNDNESS OF THE STRUCTIM WHERE SHUTTER
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<br />I THIS STS" HAs AM OMIONED TO K INSIVIL= OR IIHE OLMSIDE OF 'flit OPPAN; ACCEILS04 tHE: OAN040 FROM 114C OR wow FRAME BUILDINGS,
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<br />1149DEIZ/0, I USE OF A IADDER OR LIFT, THIS APPLICATION IS VW0 WHEN INVAILLATON 15 IMTMM TO BY POPFMMED 12. Pit 0991ALLAMN CONTRACTOR IS 70 SWCAUM ALL SkLITIM COMPONEMT EOGES WHPOH RCNNN IN CONTINUOUS
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<br />7� ALL SM SWEET METAL PAN" SMALL HAIE SHRUCTURAI, OCAUTY STEEL. AST4 A-03 CHAIR SO MIP,, GALVANIZED STEEL THIS PRODUCT EASED ON THIS RE.O. PRIDIIETED HEME WES ROT DEAM FROM THE CONDITIONS O"AILM ON
<br />DESI(HAVRON W/Fy- UILS kat (AFTER RO1A,Mj- THIS DOCUMENT. COWRO"ON SAUTIETY AT SITE r. IR CWMWTW$ RESPONSOUTY.
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<br />A.1),MINNUIA EMBEDMENT OF TAPCON ANCHORS 010 FOURBID CIRrRM !�HALL ItE 1 3/4' AND r FOR FANELh,IATE
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<br />ANY FINISH WMIAH, SWLI- BE KPIATIRED,
<br />T/A` R-20 SS SATIEW" WL'TF CIDED SHALL BE LONG, ENDLIGH(SHOVID ANY FINISH MATMAL EXIST) TO ENGAGE 31C
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