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<br /> . ~ <br /> /////'.: "" " / / - , ", '" " , .. - - . , <br /> , , -- / '/// '/,'/ In <br /> I <br /> "'" / QJ. '" 1/ ~ 1/ I~ 1/ 10 <br /> 1::1.... <br /> V~~~ .. f~ <br /> . ~ / I~ 17 <br /> o. <br /> ~~ . <br /> ..,. III tl!l=: <br /> - V "" N1 ~~ . ~~ <br /> 0<') Zi 'J'l~ <br /> ..,. llc-.J <br /> HORIZ. IIIND V ~ V "'" III 25~ <br /> BRACING V:l ... <br /> I..J'" <br /> '- Qf!;l:: <br /> PLAN 16'-8' PROJ. PLAN e5' -0' PROJ. PLAN 33' -4' PROJ. V ~ 17 \ ~~ <br /> 1-r~r ~DRK-~~~--C7 PLAN 41'-8' PROJ. <br /> I~ /7 <br /> ........- ,,-. ./............ ....-- 1"- ../ ............ <br /> ELEV, , ELEV, ELEV, '" ELEV, J/I <br /> - J/I EACH ADDITIONAL <br /> ;/'/////// '/// ~l::$ WIND BRACING DETAIL BAY B~YOND 41'-8' <br /> ~ ..., MUST BE BRACED <br /> . % . ==-e <br /> % ~Q: ::.: <br /> % ~~ I..J, <br /> ~ ~t; \ ./ i;:J? <br /> ~ ~~ /1\ ~~ J <br /> ~2'X2' <br /> '% _lJ" v '" K-BRACE <br /> PLAN ~ L' DF~ /7 _____r x 7' X O. 045 PLA TE <br /> . <br /> -j- . ~ 11/ 6-1110 S. No S. <br /> OVER SCREEN <br /> %' 1/ CABLE DR K-BRACE <br /> ~ .. REQ'D FOR IIALLS - I- e' X e' CHAIRRAIL <br /> LONGER THAN 16' -8' . <br /> ~ / ~ . NOT~ <br /> ~ V l' X e' X O. 045' . <br /> €LEV. .~ 11/ 6-1110 S. No S. X l' <br /> ~ UPRIGHT ../ ON INSIDE OF K-BRACE <br />I . <br /> ~ <br /> .., ~ e'xe' <br /> K-BRACE: <br /> K-BRACE <br /> DETAIL <br /> . . <br /> SEE TABLE FOR ROOF BEAMS FRAMED TO POST <br /> POST SPACING f! BUILDING SHALL COMPLY WITII <br /> ~~V~LK ~ ~ ALL APPLICABLE BUILDING, <br /> -- ~CREE~ rPOSr--- ~ ELECfRICAL, PLUMBING AND <br /> (SEE MECHANICAL CODES. <br /> TABLE> - <br /> e'xe' " <br /> ~ ~l . CHAIRRAI <br /> ~ / ~---- ".>-'K' BRACING' <br /> ALSO <br /> ~ PERMISSABLE <br /> NOm A T ALL CORNERS NOT FULL Y <br /> ATTACHED TO EXISTING STRUCTURE <br /> IIIND BRACE EACH DIRECTION 11/ <br /> 1/8' S. S. CABLES AND 3/8' EYE BOL TS . THESE STRUCTURES DESIGNED WITH <br /> EACH END -OR- <br /> e' X e' X 1/8' ANGLE 11/ 4-#10 X l' S. H. S. THE 2004 FLORIDA BLDG. CODE <br /> INTO EACH FRAMED MEMBER CROSSED &- CHAP. 6 OF ASCE 7 FOR 110-135 MPH <br /> BY BRACE (SEE K-BRACE DETAIL ABOVE) WIND VELOCITY (3 SEC. GUST) EXPOSURE A-B <br /> 1(010 AFTeR 2-1-07 Iw=.77 <br /> TYPICAL DA V10 NORRIS ENGINEERING <br /> POOL ENCLOSURE ELEVATION 112 COLEMAN RD. <br /> WINTER HA VEN, FL 33880 Pg. l-A <br /> (863) 299-1048 P.Co 32186 <br />