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<br /> 24'-0" <br /> 23'-0" <br /> 22'-0" <br /> 21'-0" <br />(J) 20'-0" <br />~ <br />0 <br />0 <br />0::: <br />U) 19'-0" <br />(J) <br />~ <br />......J <br />C.J 18'-0. <br />0 <br />Z <br />~ <br /> 17'-0" <br />Z <br />w <br />W <br />0::: <br />U 16'-0" <br />U) <br />0::: <br />0 15'-0" <br />u- <br />(J) <br />l- <br />I 14'-0" <br />C.J <br />W <br />I <br />~ 13'-0. <br />::J <br />~ <br />X <br />~ 12' -0" <br />~ <br /> 11'-0" <br /> 10'-0" <br /> 9'-0. <br /> 8'-0" <br /> 7'-0" <br /> 3 <br /> <br />POST SPACING AND HEIGHT CHART FOR NON-BEARING <br /> <br />EXTRUDED ALUMINUM FRAME WAJ.T,S <br /> <br />ALlOWABLE POST/COLUMNjtJPRIGHT HElGHTS FOR SCREEN. VINYL AND GlASS ROOMS AND <br />FOR WALLS NOT SUPPORTING ANY IMPERVIOUS ROOf" PANElS FOR ALUMINUM EXlRUSIONS COlUMNS INDICATlu <br />ALUUINUM ALlOY 6063 T-6 <br /> <br />-, I~ ..--- '--...- "- -- <br />"'- <br />,-~ ~ ~ --" -- <br />--"-"- -- <br />--- h --- <br />-- -". i'--. -- --~ <br />,---,-- --- b.. ,-~' ~ ~- --...--- 0-' ----- <br /> ~ 'Cb' <br /> ~<'~ <br />~ ~-- , ----~ --~ "-- ----- <br />---- '-- -'--'-~ --- -'--- ~ ---- <br /> o~..(-C?n-- ~ <br />~ 3:: ~f&__ ....... ~ <br /> ---- /"----,- -- ...- <br /> ~ ~ <br />f---- , ~ <br />~ - ~ ------ - <br /> ~ -- ............... <br />_. ~ .~ "'" 'fi-o --.;: ~ <br />--'''-' -- ___I~ ---'-'- ------ '-.......-,- <br /> <s <br />~ -- ---- ~ ~:~~ ~ ---- -",- ---- <br /> ~ ~~-l'no~ <br />~ ~ ""'eo "- ~ <br /> -- "- <br />~." ~ ~ .~ ~ <br /> ........... "- ~ ~< ~ ~ --------- <br /> ~:~ .;;; -- ---~ <br /> ~ ,,~ 'O.,S ~ ~ <br /> ~~ ~ ""-.. ........ <br /> <-\'.1 '~O ~, ~ <br />--,,, -' - QO.5()" " --- <br /> ~ ~~ I'-.... ~ '-.... <br />~ -....... ~" ~ ,.~ <br /> ~ ............. ............... ~ ~ <br /> ~J;..q.O--f------ ~ ~ ~ <br /> -- -----. ~ ~ ---"- -- <br /> ~OSO r--..........-"""'" <br />~ '- ....... ~ ~ <br />~C----~ ~ <br />~ ~ ~ 0"4 c:---- ------=:: <br />~~~~ ~ --'''- <br /> ~ <br /> ----., - I--- <br /> - <br /> ---- -===-- ::-::---.... <br /> - <br /> ... ...- <br /> -- --- <br />-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'- <br /> <br />3'-6" <br /> <br />0" <br /> <br />4'-6" <br /> <br />5'-6" <br /> <br />6'-6" <br /> <br />7'-6" <br /> <br />POST/COLUMN SPACING <br /> <br />S heel -.3.4......... 0 F ~ <br /> <br />;: <br />SINCE <br />1960 <br /> <br />110 MPH 'MND VUOC11Y <br /> <br />HEIGHTS SHOVtN ARE FOR WALLS \11TH 2x2 CHAJRRAJL HEIGHTS FROM "-5" TO 4'-0" <br />MAXIMUM CHAIRRAIL SPAClNG VERTICAllY IS 6'-10" EXCEPT \\HEN INDIV,DUAL PANElS <br />EXCEEDS 56 SO. FT, <br /> <br />FOR: <br /> <br />KEN ZECHIEL, PA <br />CONSULTING ENGINEERS <br /> <br />GLASS ROOMS: <br /> <br />THE ADDI1lON OF ALUMINUM OR VINYL FRAME 'MNDOWS Y,1TH GlASS PANES THAT ARE DESIGNED TO <br />110 MPH 'MND LOAD REQUIREMENT TO THE ABOVE EXTRUSIONS INDICA TED INCREASES THE STRENGTH <br />;0 TI-iA T NO ADDITlONAL FRAMING IS REQUIRED AS LONG AS NOT MORE THAN 70~ OF THE WALl HAS <br />l.IPERVlOUS STATIONARY OR FlXED GLASS, ALUMINUM, \l,QOQ OR SIDING SURFACE AREA. <br /> <br />\NY WALL THAT EXCEEDS THIS CRITERIA MUST HAVE SITE SPEelFlC DESIGN APPROVAL THIS DOES <br />lOT APPLY TO TI-iE F ABRJCA nON OF U TIUTY OR STORAGE SHEDS. <br /> <br />These 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 MULTIPLY VALUES BY ,833 <br />FOR 130 MPH MULTIPLY VALUES BY ,71 <br /> <br />KENNETH C, ZECHIEL, P,E. 09931 <br /> <br />4316 New Rivemills Parkway Suite 11 <br />Valrico, Florida 33594 <br />(813) 689-2775 (813) 677-7882 <br />FAX:(813) 657-8950 or (813) 677-7119 <br />