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<br />HARLAN LAWS CORP <br />'~UV-~1-~~ 1~:11 ~M <br /> <br />Fax:9195960421 Nov 24 2004 12:17 <br />~URHERSTOH~ ENGIHEERIH~ 4~34291747 <br /> <br />.., <br /> <br />,. <br /> <br />Cornerstone Engineering, Inc. <br /> <br />Fax <br /> <br />Tac ~8n laws Corp <br /> <br />Fnwn: .led Wricilt <br />..... November 24, 2004 <br /> <br />Pa: 919-096-0421 <br /> <br />....... 919-6as.2124 <br /> <br />....- 2 <br /> <br />..... B~ laws <br /> <br />--= lowe', - ZephyrhiU., FL <br /> <br />o U.....e 0 t:er ~ 0...... Ca_nt 0 ....... .... <br /> <br />D ......IIK~ <br /> <br />0.;........ "~1741 <br /> <br />a... F-.: 423-420-17.7 <br /> <br />..CoR......... <br /> <br />CE'Pn!. No. 042031 Dwg No. C7S86R <br /> <br />Buddy, <br />On1he oriBinal i"WUJce of this drawing we had specified (119 a standard) for two mats of ft:bar <br />at N, bar lit 12" clc. The purpose of the mat is merely to 5UppOrt the brick b&se. not for the <br />overall support of1he sisn overtunUng. You ba\'e RqueQcd to bSe #4 bars at 14.... on center <br />(two mats) in pllCe of what was lpCCified. This is an acceptable substitution. We have <br />revised the drawing to reflect this change. The changed area is attlched to this fax. <br /> <br />We Will send out revised drawings this afternoon with . raised scal Call with lIlY questions. <br /> <br />Thanks. <br />James E Wright,. Jr. <br />FL PE No. 53722 <br /> <br />P.02 <br /> <br />P.91 <br /> <br />~' "'j , <br />. ., . <br />; ;.: I. ~. <br />. .... ',' <br />. , ... <br />. '!' <br /> <br />, f <br />: . 'I <br />I " <br /> <br />i i <br />I ' ; . <br />: ~ i <br />, ; <br />f <br />i. <br /> <br />I <br />I. . <br />~ <br />! . ! <br /> <br />\, <br /> <br />j', ~. , <br />~ '. <br /> <br />.i <br />" <br /> <br />I: '='~ <br /> <br />fit, <br />,; :. :.' <br />. ~. 1 <br />I,: f <br />. ~ j. <br />YT <br />I '". <br />." . <br />