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<br /> 24'-0' <br /> 23'-0' <br /> 22'-0' <br /> 21' -0' <br />(f) 20'-0' <br />2 <br />0 <br />0 <br />0::: <br />(f) 19'-0' <br />(fJ <br /><( <br />-1 <br />C) 18'-0' <br />0 <br />:z <br /><( <br /> 17'-0' <br />:z <br />w <br />w <br />0::: 16'-0' <br />U <br />(fJ <br />0::: <br />0 15'-0' <br />l.L.- <br />(f) <br />l- <br />I 14'-0' <br />C) <br />W <br />I <br />2 13'-0' <br />::::J <br />2 <br />X <br /><( 12'-0' <br />2 <br /> 11'-0' <br /> 10'-0' <br /> 9'-0' <br /> 8'-0' <br /> <br />7'-0' <br />3 <br /> <br />POST SPACING AND HEIGHT CHART FOR ROOF PANEL BEARING <br />EXTRUDED ALUMINUM FRAME WALLS <br />ALlOWABLE POST/COLUMN;UPRIGHT HEIGHTS FOR SCREEN, YlNYl AND GlASS ROOMS <br />fOR WAUS SUPPORl1NG (RISER), SAND'MCH (fOAM/ALUMINUM COOPOSlTE), <br />CORRUGATED FlBERGLASS OR ACR'lUC ROOFS FOR ALUMINUM Ccx..UMN EXTRUSIONS INDICATED <br />ALUMINUM ALlOY 6063 T-6 <br /> <br /> I~- r -- <br />~ ~ --- ------ ,- <br /> I"" <br /> "" <br /> I"-. -- -- <br /> -'---- -~ 0-_ 1-,- """ ...- ...-- --- <br /> i"-. - ""'- <br />r-_ -- -~ ~ -~ <-t~ ' --- --- n___ <br />~- '--- ---~ (7 . -- 1---- <br /> ~ <br /> ~OSS -,- f-' Slta e-__ f-.__ --...,... <br /> "" ~ <br />~ ~ ~s, -... ----:::::::: <br /> ten... r--..... <br /> ~ " ~ ~ --............ <br /> ~ <br /> ~ ~ -':-......... ~ <br /> ~' ...- ---- --- f--- <br /> ~ I~ ~ <br /> ~ ~ ',"" ~'9'-lO ......... 1'---- <br /> '-..... -o.s:~, <br /> "'" ~ < <br /> '" ~ <br /> ~ --~-._- -~ ~ '.o~s---.:--- ~ --- 1---- --- <br /> 4 ~ <br /> ~ ~ "'tq~ ~ <br /> ....... i'-... <br /> ~~ "", ~ ~s::: ~ .....---- <br /> .~~ c-__~-_u~ ~~== -.---. <br /> -----~;;~~- -...------- <br /> , ""- ~ <br /> ,q~- ~ ,- - '""",,, -- <br /> ~~ ~ ~~ <br /> ~ ---- --~~ <br /> ~ ---- --. ~ ~~S-= LS <br /> ---~~~ ------ <br /> ~~~~ <br /> lS ~ <br /> -"""" -~ ~ <br /> ~~~~~ --f---~ <br /> ---, --- <br /> ~r-=:::::::,---- <br /> -, --..-.....J~-_...- __, ----- <br /> ------ ~ <br /> - --=:::::::: ~ ----- <br /> ~ c-------.- <br /> f-- ---- -- -==~ <br /> ---- - 6'~O' I ;;. .. <br />, -0' 4'-0' 5'-0' 8'- <br /> <br />3'-S' <br /> <br />o' <br /> <br />.('-s' <br /> <br />5'-6' <br /> <br />6'-6' <br /> <br />7'-6' <br /> <br />POST/COLUMN SPACING (LOAD W1DTIl) <br /> <br />Sheet ~ OF ...3.L <br /> <br />110 MPH 'MND VELOCITY <br /> <br />HEIGHTS SHO\l.N ARE FOR WALLS 'MTH 2x2 CHAIRRAIL HEIGHTS FROM 1'-5' TO 4'-0' <br />MAXIMUM CHAIRRAIL SPACING VERTICAllY IS S'-10' EXCEPT \'tHEN INDIVIDUAL PANELS <br />EXCEEDS 56 SQ, FT. <br /> <br />GLASS ROOMS: <br /> <br />mE ADDITION Of' ALUMINUM OR VINYl FRAME WINDOWS WITH GlASS PANES THAT ARE DESIGNED TO <br />110 MPH WIND LOAD REQUIREMENT TO mE ABOVE EXTRUSIONS INDICA TED INCREASES THE STRENGTH <br />SO THAT NO ADDITIONAL FRAMING IS REQUIRED AS LONG AS NOT MORE THAN 70:' OF lHE WAll HAS <br />Il.tPERVlOUS STATIONARY OR FIXED GlASS, AlUMINUM. WOOD OR SlDING SURFACE AREA. <br /> <br />ANY WALL THAT EXCEEDS THIS CRIIT:RiA MUST HAVE SlIT: SPECIFIC DESIGN APPROVAL THIS DOES <br />NOT APPLY TO lHE FABRICATION Of UTlUTY OR STORAGE SHEDS. <br /> <br />It <br />SINCE <br />1960 <br /> <br />FOR: <br /> <br />KEN ZECHIEL, PA <br />CONSULTING ENGINEERS <br /> <br />Th3se Standards & Plans Meets The 2001 <br />Florida Building Codes with Current Revisions <br />& Section 1606 <br />Maximum Wind Speed /30 mph <br /> <br />FOR 120 MPH MUL nPL Y VALUES BY ,833 <br />FOR 130 MPH MULTIPLY VALUES BY .71 <br /> <br />KENNETH C. ZECHIEL, P.E, 09931 <br /> <br />4316 New Riverhills Parkway Suite 11 <br />Val rico, Florida 33594 <br />(813) 689-2775 (813) 677-7882 <br />FAX:(813) 657-8950 or (813) 677-7119 <br />