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<br />1/ <br />1/ ~~ <br /> <br />"., <br /> <br />V///////// '////////////// <br /> <br />I~ 1/ <br />~ /- <br /> <br />':////////// ///////// / ." '// / '////////////////- '/// <br /> <br />~I/ ~x ~ V I ~ <br />1/1"""" w ~ ~ ~ I~ <br />-[7 ~ N 1 <br /> <br />HDRIZ. WIND <br />BRACING <br /> <br />v <br /> <br />~ <br /> <br />PLAN 16' '-8' PRO.J. PLAN 25' -0' PRO')' <br /> <br />PLAN 33' -4' PRO.J. <br /> <br />l~TRT <br /> <br />~ OR K-R: ROO' n----i/ <br /> <br />~ ~ I.......... /' -....... <br /> <br />ELEV. <br /> <br />ELEV. <br /> <br />ELEV. <br /> <br />~///////.'/// ~l::\ <br />~ ~~ <br />% ~~ ~ <br />o @j~:Ja <br />% :2;:t.:l './ WI <br /> <br />% ~ ~ I /1\ ~ ~ <br />~ __ ~ 1/ l \ V) <br /> <br />'.ceJ.dN . ,. lIE. tJJ1Usr / <br />o 1/ h~~~ OR K-BRACE <br />// '" REO'D FOR WALLS <br />/ / LDNGER THAN 16' -8' <br />/:: / .............. <br />/ <br /> <br />/ <br />/ <br /> <br />/ //////,'/ <br /> <br />~ <br />~ <br /> <br />~! ~ <br /> <br />~ <br />- <br /> <br />/1\ <br /> <br />PLAN 41' -8' PRO.J, <br /> <br />~ ~ <br /> <br />....... SCREE~ I rPOS-V- ~ <br />... II (SEE <br />TABLD 5',:!: _ <br />e- X2' <br />CHAIRRAI " <br />~. / ~ .>-'K' BRACING' <br />ALSO <br />PERM I SSABLE <br /> <br />~ <br /> <br />~.......... <br /> <br />1/ <br />/' -....... <br /> <br />It' ELEV. It' <br /> <br />" EACH ADDITIONAL <br />BA r BEYOND 41' -8' <br />MUST BE BRACED <br /> <br />WIND BRACING DETAIL <br /> <br />^ 2' X2' <br />/ ~ K-BRACE <br /> <br />/ /1 ______ 3' X 7' X O. 045 PLA TE <br />· . ,~ W/ 6-#10 S. M. S. <br />DVER SCREEN <br /> <br />-~ 2' X 2' CHAIRRAIL <br /> <br />. <br /> <br />. <br /> <br />.~ ~ <br />~ <br /> <br />K-BRACE <br />DETAIL <br /> <br />ELEV. <br />25'-0' <br /> <br />, <br /> <br />SEE TABLE FOR <br />POST SPACING @ <br /> <br />~iW~L K <br /> <br />-' <br />-' <br /><<: <br />~l <br /> <br />ROOF BEAMS FRAMED TO PDST <br /> <br />NOTD A T ALL CORNERS NOT FULL Y <br />ATTACHED TO EXISTING STRUCTURE <br />WIND BRACE EACH DIRECTIDN '.1/ <br />1/8' S. S. CABLES AND 3/8' EYE BOL TS <br />EACH END -DR- <br />C' X c' X 1/8' ANGLE W/ 4-#10 X l' ~ ~ ~ <br />INTO EACH FRAMED MEMBER CROSSED <br />BY BRACE (SEE K-BRACE DETAIL ABOVD <br /> <br />TYPICAL POOL ENCLOSURE ELEVATION <br /> <br />NOTD <br />l' X 2' X O. 045' <br />W/ 6-#10 S. M. S. X l' <br />ON INSIDE DF K-BRACE <br /> <br />2' X 2' <br />K-BRACE <br /> <br />~ <br />I <br />10 <br />"l-" <br />~<: <br />W~ <br />:::,: Q: >=: <br />L..J t3 Q: <br />c;j ~ t:l <br />"liS <br />L..J ~-J <br />q <br />....... Q:W <br />V) l::j~ <br />W'-'l <br />-J <br />Ol:l~ <br />~L... <br /> <br />THESE STRUCTURES DESIGNED WITH <br />THE 2004 FLORIDA 8WG, CO '_......,<~,.. ) <br />& CHAP. 6 OF ASCE 7 Fo /10-135 MPH <br />WIND VELOCITY (3 SEe. GUS POSURE-8 <br />VOID AFTER 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING <br />/12 COLEMAN RD. <br />WINTER HA VEN, FL 33880 Pg. 1- A <br />(863) 299-1048 P.t, 32186 <br />