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<br />MAXIMUM POST HEIGHTS <br />USING PATENTED m','O{,J" ll, lP'J~~lK m'l:3IE:lP~,1[' <br />m~AlP' lP-\l):;j.'lfC, AUlD' IE:J.\ VIE: (CIUllP' :.;n{~1[']E:l~H <br />(IOx14 GAUGE ~;CnEENMESHONLY) <br /> <br />... I l " <br /> <br />................... <br />...,............... ....'............................... <br />........,'............................ ................... <br /> <br />:illllil!.~.I.!.i.i.i::.i:i.i:i:i.... ..,.. <br /> <br /> <br />.;.:.:.;.;.:.:.'-:':':-:'::::::;:::;:;:;:;:::;:!:;:::::;:::: <br /> <br />........................... <br />......,...,'-..........,...,.,...-....'....,........ <br /> <br />B9ij~g:~,.:FB9f@~X' <br /> <br />Ilt'IIII... <br />illtl1.. <br /> <br /> <br />. . <br /> <br /> <br />;lllil(i~1i .. <br />;j:j,I~~X~~~::~,~~~:I,:II,,1 <br />",. .:2X~......, 0 ,P~.b.;i""" <br />:i~ili:!i:l:'li~II~I~~~I!':I'II::'!:lj!j <br /> <br />.. ," <br /> <br />WIND SPEED ZONES <br /> <br />................... <br />..., -,..,.. ,-... <br /><>:1>051'>:' <br />$PAqlJ'JG <br /> <br />100 mph <br />10 psI <br /> <br />130 mph <br />16 psI <br /> <br />110 mph <br />11 psI <br /> <br />120 mph <br />14 psI <br /> <br />MAXIMUM POST HEIGHTS <br /> <br /> WALL A T MAIN BEAM CONNECTION <br />4' 0" 12' 6" 11 ' g" 10' 6" 0' 4" <br />5' 0" 11' 10" 10' 6" g' 6" 8' 5" <br />6' 0" 11' c:" g' 7" 8' 7" 7' 10" <br />;) <br />7' 0" 10' 5" . ...B:l.<t 7' 11 " 7' 6" <br />8' 0" g' 2" 8' 0" 7' 5" 7' 0 <br />4' 0" 15' 0" 15' 1 " 13' 6" 12' 2" <br />.. <br />5' 0" 13' 10" 13' 4" 12' 1 " 11 ' 1 " <br />6' 0" 12' 7" 12' 1" 11 ' 0" 10' 2" <br /> . . 10' 0" g' 6" <br />7' 0" 11' 10" 1 1 ' 3" <br />0' 0" 11' 0" 10' 6" g' 5" 8' 11" <br /> WALL AT HIP / PURLlN CONNECTION <br />4' 0" 12' g" 12' 1 0" 11' 1" 10' 1" <br />5' 0" 12' 2" 10' 4" 10' 0" 9' 2" <br />6' 0" 11' l" 10' 3" V' 1" B' 6" <br />7' 0" 10' 8" g' 4" 0' C:" I' V" <br /> ,) <br />8' 0" g' 6" f\' 5" 7' 8" 7' -I" <br />4' 0" 17' 2" 1 G' 7" 14' 10" 13' 0" <br />c' 0" IS' 1" 14' 8" 13' 4" 12' 4" <br />;) <br />6' 0" 13' 1 1 " 13' 4" 12' 3" 1 1 ' 3" <br />7' 0" 13' 0" 12' 4" 11' 2" 10' 6" <br />8' 0" 12' 2" 11 ' 6" 10' 4" 9' 10" <br /> <br />POOL ENCLOSURES <br /> <br />NOTE 1: Interpolation between values is allowable <br />NOTE 2: Heights over 30' 0'" require site specific engineering <br />NOTE 3: For Wind Exposure "C" mulliply values by ,79 <br /> <br />DESIGN CRITERIA: <br />STRUCTURE CLASSIFICATION: ENCLOSED BUILDING (ASeE 7.08 6.5,9.4 <br />"APPLICABLE WIND SPEED ZONES: 100 mph-l30 mph <br />WIND IMPORTANCE FACTOR: 1=.77 <br />WIND EXPOSURE CATEGORY: B <br />3 SECOND GUST FACTOR PER EXPOSURE CATEGORY <br />DEFLECTION: U80 <br />WALL DESIGN PRESSURE: VARIES (SEE TABLE) <br /> <br />COMBINED INTERNAL PRESSURE COEFFICIENT: GC~". +/- ,0,18 <br />(ASCE 7-98 TABLE 6-7) <br /> <br />~, <br /> <br />Sheet 1Jl OF ~ <br /> <br />t <br />SINCE <br />1960 <br /> <br />FOR: <br /> <br />KEN ZECHIEL, PA <br />CONSULTING ENGINEERS <br /> <br />These Standards & Plans Meets The 2001 <br />Florida Building Codes with Current Revisions <br />Maximum Wind Speed rrph <br /> <br />SCREEN GAUGE: 18x14 (AIR-PERMEABLE CLADDING) <br />MAXIMUM LATERAL INTERMEDIATE SUPPORT SPACING BETWEEN <br />POSTSICOLUMNS K 6' 10" o,c. <br />TYPICAL CHAIRRAIL HEIGHT: 2' 6" TO 4' 0" <br />USE RON-L PEAK INSERT AND RON-L EAVE CLIP INSERT <br />RON-L "SCR" BEAMlCOLUMNIRAIL EAVE CONNECTOR <br />(SEE DETAILS) <br /> <br />KENNETH C, ZECHIEL. P,E. 09931 <br /> <br />Main Office: 800 E. North St. Tarrpa, Florida 33604 <br />(813) 237-1933 FAX: (813) 234-8804 <br /> <br />4316 New Riverhills Parkway Suite 12 <br />Valrico, Florida 33594 <br />(813) 689.2775 FAX:(813) 657-8950 <br /> <br />. Wind speed$. thai exceed 130 ",ph lequue lSIIEt SPt1~~I"C ccJh.:ulallon~ and ffnglll8elin <br />I <br />