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<br />Hecder span.
<br />See Tobie 2
<br />
<br />," x 2" x .044" open bock attached
<br />to front post with # 10 x 2" 3.m.S.
<br />max. 6" from each purlin 24" o.c.
<br />
<br />Front and sfde bottom rails
<br />attached to iXI(1crete with min.
<br />'/4' x 2 1/4' masonry T bolt
<br />or TAPCON st~e at 6' from
<br />each post and 2+" o.c. max.
<br />and fasteners placed a min.
<br />,. from edge of concrete.
<br />
<br />Post ottad1ed to bottom
<br />with min. 2 # 10 x 1"
<br />screw bosses.
<br />
<br />1/4" x 2 1/4" T-bolt 24. o.c.
<br />and within 6. each upright
<br />or # 10 TAPCON st~e screw.
<br />
<br />Side '11011 heoder attached to
<br />1" x 2" x .044. or better with
<br />min. 2 110 x ,. s.m.s.
<br />
<br />
<br />Side '11011 pur1ins attached to
<br />1" x 2" open back.-ith min.
<br />2 , 10 x ," 3.m.S. in
<br />screw bosses or alternate
<br />l' dip.
<br />
<br />ms.
<br />
<br />. ',' ...... ~",.. .. : "
<br />~.~"..:.:...
<br />, . ~ .
<br />":"', . :.'"
<br />'. .~., .
<br />.
<br />
<br />z
<br />, .
<br />
<br />TYPICAL UPRIGHT DETAIL
<br />
<br />
<br />No. 8 x: t /2' (3 per panel)
<br />
<br />," x 2.125" x I" x .040"
<br />./ re<:e/vfng cI'1<lIlnel
<br />r- 2.125' --1/ each side.
<br />
<br />~ Altach channels (0
<br />. ex:istin9 2' x 2" post
<br />.......
<br />
<br />-L
<br />
<br />60' max.
<br />2" x 0' s.m.b. header
<br />
<br />
<br />Alternatiye Beam Support
<br />
<br />/
<br />
<br />I~
<br />I~
<br />Iv;
<br />
<br />Existing 2" x 2" x .044"
<br />uprilji l
<br />------- ,
<br />Mn<lc~ frarr~
<br />
<br />X
<br />N
<br />
<br />x =
<br />N~
<br />
<br />Re<:eiving channel 6 No. 6 x 1/2"
<br />to stud 8 No. 8 x 1/2" to beam
<br />
<br />CONVERSION DETAIL TWO
<br />
<br />No. 8 x l/t
<br />(3 per panel)
<br />
<br />
<br />
<br />
<br />
<br />j" structural insulated
<br />aluminum roof (NaJk-on).
<br />or 3" x 12" panel.
<br />
<br />He<lder attached to post
<br />with mio, 2 110 x 1"
<br />in screw bosses.
<br />
<br />'. ,.
<br />
<br />:.' I,":.'
<br />. ,',
<br />
<br />j - '/4" x 4" log bolts with
<br />1 1/4 fender w<.lshers per
<br />4' panel across the front
<br />and 24-" on center along
<br />Uie sides. (Walk on) ~ ~ -
<br />
<br />2" x 2" ; 2" x j" ~ "'"'------
<br />hollcw see span o&--U-----~
<br />
<br />table header. ----* :: ~ ~
<br />Choir raa and k.p.
<br />2" x 2" x .044"
<br />hollow roR.
<br />
<br />~.:t: . .." . . "~
<br />.'. . '~" ~:.< >/':/>'.:"~'~~' .~..
<br />
<br />. ..,:' ; '~..
<br />" "
<br />
<br />:..' .'
<br />
<br />'. .~ '
<br />
<br />" ,'. ':,',
<br />
<br />Beam support
<br />studs twical.
<br />
<br />t x t , t x 3" or 3" x 2"
<br />hollew. See span tables.
<br />
<br />Purlins attached to posts
<br />with 'u' channel or alternate
<br />'L'dip.
<br />
<br />No. 8 x 1/2-
<br />2+" O.c.
<br />
<br />{3
<br />~
<br />V;
<br />
<br />CONVERSION DETAIL ONE
<br />
<br />>< >< ><
<br />N
<br />
<br />:: ~
<br />
<br />," x 2" x .044" open bock
<br />bottom rail.
<br />
<br />FRAMING DETAILS
<br />
<br />SCREEN ROOM TO GLASS ROOM
<br />CONVERSION DETAIL
<br />
<br />TYPICAL CORNER DETAIL
<br />
<br />NOTES: 1. GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND
<br />THE STRUCTURAL SUPPORT ADDED TO THE UPRIGHT BY WINDOW AND
<br />DOOR FRAMES ALLOWS GLASS ROOMS TO BE FRAMED 'USING MINIMUM
<br />UPRIGHT AND WINDOW BOTTOM SUPPORT OR 2"x 2"x 0.044" EXTRUSION
<br />FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRE-
<br />SPONDING DRAWINGS AND RELATED tABLES.
<br />ADDITIONAL 2"x 2"x 0.044" STUBS SHALL BE ADDED UNDER THE
<br />WINDOW SUPPORT RAil.
<br />2. VINYL ROOMS: THE SAME STRUCTURAL LOADING AS SCREEN ROOMS
<br />APPLIES, LIKE SCREEN, THE VINYL WILL BLOW OUT AT WIND
<br />VELOCITY OF 65 TO 70 M.?.H.
<br />
<br />DATE
<br />
<br />DESCRIPTIOO
<br />
<br />REV1SlONS
<br />
<br />LAWRENCE E. ~NNETT
<br />QVl ENGNEER &: DEVUOPMENT CONSlJLTMH
<br />P.O. BOX 4.368 S. DAYTONA,fL .32121-4J08
<br />PHONE: (904) 253-9960
<br />
<br />r~~b~ 1 MAX. ROOF PAN SPANS FOR GLASS ROOMS
<br />OPEN BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
<br />
<br />TABLE 3 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
<br />OPEN-BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
<br />
<br />~b~~l~l~~~ ~LLOY 31Q1 ~=l~ MI~l~~ l~~QQQ ~~l YI~b~ ~~~qTH
<br />P~~ SIZE MAXIMUM SP~~S FOR LOADS & a.H. SPECIFIED
<br />3.0"X 12"X 0.026 NO O.H. I' O.H. 2' O.H.
<br />-IOO-MPHw. LOAD 13'- 6" 13'- 8" 14'-1"-
<br />110 MPH W. LOAD 12 '- 3" 12 '- 5" 12 ' -11 "
<br />120 MPHW. LOAD 11'-4" 11'-5" 12'-0"
<br />3.0"X 12"X 0.032
<br />-Ioo-MPHW. LOAD
<br />110 MPH VI. LOAD
<br />120 MPH W. LOAD
<br />
<br />~b~~l~l~~~ ~bLa! 31Q~ tl=l~ tl!NI~~ l~~QQQ ~~l !IEb~ ~IBENqItl
<br />PAN SIZE MAXIMUM SPANS FOR LOADS & D.H. SPECIFIED
<br />3.0"X 12"X 0,026 NO a.H. I' D.H. 2' O.H,
<br />-Ioo-MPiCw. LOAD 13' - 6" 13' - -B" 14' --1"-
<br />110 MPH W. LOAD 12 '- :3" 12 '- 5" 12 ' -11 "
<br />120 MPH VI. LOAD 11 '- 4" 11 '- 5" 12 '- a"
<br />3.0"X 12"X 0.032
<br />-Ioo-MPHW. LOAD
<br />110 MPH W. LOAD
<br />120 MPH W. LOAD
<br />
<br />15'- 1"
<br />13'- 9"
<br />12'- 8"
<br />
<br />15'- 7"
<br />14'- 4"
<br />13'- 4"
<br />
<br />15'- 3" 15'- 7"
<br />13'-10" 14'- 4"
<br />12'-10" ~ 13'- 4"
<br />/
<br />NOTE: 0.026" PANS WITH SPANS GREATER THAN 1~/'3. HALL BE SLOPED AT
<br />MINIMUM OF 3/4" PER FT. 'I
<br />
<br />VA 000197 STA MILL TOLERANCES PPLY
<br />
<br />15'- I"
<br />13'- 9"
<br />12'- 8"
<br />
<br />15 '- 3'"
<br />13'-10"
<br />12'-10"
<br />
<br />NOTE: 0.026" PANS WITH SPANS GREATER THAN 10'
<br />MINIMUM OF 3/4" PER n.
<br />STA MILL TOLERANCES
<br />
<br />WHITE ALUMINUM
<br />d.b.a.
<br />Aluminum BtJildinQ Systems
<br />1107 N<rth ThomlJs Rd., L~urq Aorid~ 327+8
<br />Phooe: (904) 7gJ-nS6 fax. (004) 787-9329
<br />
<br />
<br />SHALL BE SLOPED AT A
<br />
<br />APPLY
<br />
<br />DRAWN: Ib
<br />CHECKED: liB
<br />SCALE: 1 ."
<br />DATE; 5 18
<br />JOO#
<br />
<br />SCREEN, GLASS
<br />AND VINYL ROOMS
<br />
<br />OF 2
<br />
<br />SEAL
<br />
<br />", ~~':~ ;,'~:~.~2~~~':S?.rJ~:?::;'~'~~~~%i?tl!:~~~~~.;~'t::':"5i': '~':X;7'-'f'~", .t,\.:- :.ry.\1:~: ~:7-~':~. '_!;~?: ~~-;~,:.1:"'~'~;"'1~;M;:'(;~l>-~.:-<:~ S ',~~'~~"O; ,~"'::.>:' ;-"r/"T!'''''""7''i:"~~r ,~-'-- ",;"r-.: '.;'":"- ",.''1 ~I'" < r-'~.-"'"":,, y-. ,,','.. -~" ~r' '.,- ','" ,
<br />
<br />-" ;.,'''l''.,''' On" -...... ,.,..___.~_..... '''__.1.,..~.......~'.'''F''-''''''-''''---'''' ..,..... _.,_ ~. _," ._.....
<br />
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