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<br />PLAN 16' -8' PROJ. PLAN 25' -0' PROJ. <br /> <br />PLAN 33' -4' PROJ. <br /> <br /> <br /> <br />, <br /><xl <br />I <br />\0 <br />q.... <br />C!.<: <br /> <br />~~: <br />I.,J ~\.j <br />":lei <br />:\c-J <br />..... @5~ <br />..... <br />I..J"" <br />iil!:l<: <br />~~ <br /> <br />m1~ <br />DO' <br />~~ <br />~ <br /> <br /> <br />III <br /> <br />11RT <br /> <br /> <br />ELEV. <br /> <br />~~Kl5IT}j <br /> <br /> <br />ELEV. ELEV. <br /> <br />PLAN 41' -8' PROJ. <br /> <br /> <br />JIf ELEV. JIf <br /> <br /> <br />WIND BRACING DETAIL <br /> <br />IE EACH ADJJITIDNAL <br />BA Y BEYaND 41' -8' <br />HUSTBE BRACElJ <br /> <br />E:LEV. <br />~, <br /> <br />s: <br />I..J, <br />d? <br />~u., <br />....1\1 <br />"" <br /> . <br /> . . <br />UPR JGHT . <br /> <br /> <br />3' X 7' X 0. 045 PLATE <br />11/ 6-#10 S. H. S, <br />OVER SCREEN <br />2' X 2' CHAIRRAIL <br /> <br /> <br />NOTEI <br />l' X 2' X O. 045' <br />11/ 6-#10 S. H. S. X l' <br />ON INSIDE OF" K-BRACE <br /> <br />2'X2' <br />K-BRACE <br /> <br />K-BRACE <br />DETAIL <br /> <br />SEE TABLE FOR <br />POST SPACING e <br />VARIOUS IIALL <br />~T; <br />~ <br />~ <br /> <br />ROOF BEAMS FRAMED TO POST <br /> <br /> <br />'K' BRACING' <br />ALSO <br />PERM I SSABLE <br /> <br />Nom A T ALL CORNERS NOT FULL Y <br />ATTACHED TO EXISTING STRUCTURE <br />/lIND, BRACE EACH lJIR€CTIDN /1/ <br />1/8' S. S, CABLES AND 3/8' EYE BOL TS <br />EACH ENlJ -OR- <br />2' X 2' X 1/8' ANGLE 11/ 4-#10 X l' S, M. S. <br />INTO EACH FRAMElJ MEMBER CROSSED <br />BY BRACE (SEE K-BRACE DETAIL ABOVE> <br /> <br />THESE STRUCTURES DESIGNED ~ <br />THE 2004 FLORIDA BLDG. CODE <br />de CHAP. 6 OF ASCE 7 FOR 1 0-135 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE A-8 <br />VOID AFTER 2-1-07 IW=.77 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA VEN, FL 33880 Pg 1 A <br />(863) 299-1048 P.E. 32186 .- <br /> <br />TYPICAL POOL ENCLOSURE 'ELEVA T ION <br />