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<br />Iti1Tt3 ���.. ���� STRUCTURES
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<br />fi- E-z tiAMG STORM Paa$t. Si�WF+ ON TNiSPRQiwCT EVALUATION aBiCUTAEMr (P.E,i3,} HAS BEEN vERl�n Ppd COMPLIANCE IN as) MIRUMuae E9A$EaMEA'r c� TAPCON ANCHORS adtD PkNELMATE FEMALE $'! � PkHi=3,MArE Ptus BtTa LaS+eaErE
<br />WITH THE xa20 (Nth EDmoN) of THE FLORIDA BUILDING COaE. BLOCK SdM1t, Be t T f4`.
<br />i1EStDN wRlO LOADS Si+dsLt, eE A5 PER �CGDDN 7S30 OF THE ABOVE MENI5RNE4 OGDE, &2) MR7PAGlA of 7j<"a X 7/S" CAUL -RV ANCIIOF%S SHAtI t"a 7/@" tN7a Gi)NCRETC,
<br />D HY THE JtiRtSDIC°(WN WHERE THESE $FiUTTERS
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<br />YNLL � ANO NO. EMgatA�AIT ONTO RNY flk715N W'dEaNi SHRtL BE PEt#MITTEa.
<br />FS?Ii R DBlECtWNAi71Y FACTOR Kd«O.$S. t7SftIG ASCE 7•-1B ANa SHALL NDi' EXCL"£TY THE MAitIMUM. {A:5.0.) 7!4" a^xO 55. SWEWATic BOLTS USED SFIALT. BE LONG ENOUgi(SHOUlO ANY FINISH MATERWL EXIST) TO
<br />DESIGN RAT7NL`5 INDICATED ON St#FETS x6 dt xs• L$tDAC� 3l4" INTO M2CHOa5,
<br />M ORDER TO VERIFY THE ABOVE CONtXaOri, ULTIMATE DESIGN s1aFW LOADS DETERMINED PER RSCE I- IS
<br />SdfA7l. BE FIRST REDUCED TO A5.a• WIND l MULTIPLYING THEM BY ;B T. DESIGN aAGS BY 0 M ORDER � e.33 m casE THAT PRECAST STONE. as PRECAST CONCRETE PAFNELS BE FOUND � THE EXISTING wAtl,
<br />Yo COMPARE THESE wl (A.S.D) aFSIGN PRESSURE RATINGS INDICATED ON SHEETS x5 A 25.. ANCHORS SHAtI BE toNO ENOUCtt TD REACH Yt$ MAKd STRUCTURE BEtBND SUCH. PANELS,
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<br />a# ORDER YO VERIFY THAT AND ANCHORS ON TIES P.E:D. AS TESTED YtpiE NOT OVER STRE55Eo: A 33X INCREASE
<br />R+i STRESS FOR 9NNa LORDS WAS LTQp, USED IN Yf+E4i ANALYSIS, PASTEN€aS SPACtNO TO wawa ttdS BEErt
<br />DETERMINED M WITH N.: a75. C ANCHORS 5WA7>i 8E IA157`A61#fl
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