HomeMy WebLinkAbout1969-10-21 (Special) Meeting Agenda PacketOctober 21, 1969 -Special City
Council Meet i ng
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COUNCIL CHAMBERS
CITY OF ENGLEWOOD, COLORADO
OCTOBER 21, 1969
SPECIAL ME ET ING:
The City Council of the City of Englewood, Arapahoe
county , State of Colorado , met in special session Tuesday,
Octobe r 21, 1969, at 7 :10 P .M.
Clerk :
The following "Not ice of Call" was read by the City
NOT I CE OF CALL BY THE MAYOR
FOR SPECIAL SESSION OF THE CITY COUNCIL
TUESDAY, OCTOBER 21 , 196 9 --6:15 P .M.
The City Council of the City of Englewood , Ar a p a hoe Coun ty,
Colorado, is hereby called to a special meeting in the City
Hall, 3400 South Elati Street, for the purpose o f considering
and taking action as deemed necessary for ma tters rel a ting to
the construction of a service nter.
/s/ STANLEY H . DIAL
City Manager
SHD/mmb
ACKNOWLEDGEMEN T OF RECEIPT OF NOT I CE
The following persons , all Councilmen of the City of Englewood ,
Colorado, do hereby acknowl edge receipt of Notice of the above
special session:
/s/ Elmer E . Schwa b
/s/ Howard R . Brown
/s/ John J. Lay
/s/ John Kreiling
/s/ Dick Lone
Notice was given to the following Councilmen who were not in
attendance:
councilmen Dhority and Parkinson
Mayor Schwab, presiding, called the meeti n g t o order
and asked for roll call . Upon the call of the roll , the follow-
ing were present :
Councilmen Brown, Kreiling, Lay, Lone , Schwab .
Absent : coun cilmen Dhority , Parkinson.
The Mayor declared a quorum present.
Mr . Rob Roy, Rob Roy Construction Company, 3232 South
Platte River Drive , appeared before City Council. Mr. Roy stated
that he had learned th a t Metallic Steel Buildings was a subsidary
of S tr and Steel and that the Burt Chevrolet building at 5200
South Broadway had been structured by this company. Mr. Roy
st a ted that c onstruc tion data on the Servicenter had been supplied
o Mr. Da ve Nichol of the Ken R. White Company. Mr. Roy stated
that the bu ilding cou ld be delivered in five weeks and erected
in ten days and that a paint guarantee of five years accompanied
this st ructure . Mr . Roy also reported that he had discussed the
p lacemen of a center post in the building with representatives
o f Met alli Building Company and had learned that the cost reduc-
tion would be approximately three per cent.
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Mr. Dave Nichol of the Ken R. White Company, 3955
East Exposition Avenue , appe ared before City Council. Mr.
Nichol reported that according to the const ruction data provided
by Metallic Building Company, it was his opinion that the build-
ing to be built was equ a l to Armco and Butler. Upon question,
Mr . Nichol repli ed that the premium to having masonry walls over
metal walls in the construction was worth the additional cost.
Councilman Lone asked Mr. Nichol if unit heaters would
pass the Englewood Code.
Mr. Nichol stated that he would have to research this
point , but he did not believe s o.
COUNCILMAN KREILING MOVED , COUNCILMAN LONE SECONDED,
THAT THE NEG OTIATED CONSTRUCTION OF THE SERVICENTER AS PROPOSED
BY MR. ROB ROY, ROB ROY CONSTRUCTION CO MPANY, WITH MASONRY WALLS
AT A CONTRACT AMOUNT OF $178,395 BE ACCEPTED AND THAT THE MAYOR
AND CITY CLERK BE AUTHORIZED TO SIGN THE NECESSARY DOCUMENTS.
Councilman Lay stated that in his opinion this Service nter
would cost the City of Englewood excessive money which it could
not afford. Councilman Lay stated that the S ervicenter could be
built cheaper and conform to the Building Code and that further
it could b e built with less maintenance cost. Councilman Lay
stated that the price is in e x cess of what the City should spend
and that he opposed the award of construction as contained in
the motion.
Discussion ensued.
Ma y or Schwab indicated that he had received a quotation
for a servicenter containing essentially the same items as called
for in the original specifications. Mayor Schwab stated that the
quote was for $147,000 .
Upon the call of the roll, the vote resulted as follows:
Ayes: Councilmen Brown, Kreiling, Lone.
Nays : Councilman Lay, Schwab.
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Absent: Councilmen Dhorit y , Parkinson.
The Mayor declared the motion carried.
COUNCILMAN LAY MOVED, COUNCILMAN LONE SECONDED, THAT
THE MEETING BE ADJOURNED. Upon the call of the roll, the vote
resulted as follows:
Ayes: Councilmen Brown, Kreiling, Lay, Lone, Schwab.
Nays: None.
Absent: counci lmen Dhority , Parkinson.
The Mayor declared the motion carried and the meeting adjourned
at 7:50 P .M.
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NOTICE OF CALL BY THE MAYOR
FOR SPECIAL SESSION OF THE CITY COUNCIL
TUESDAY, OCTOBER 21, 1969 --6:15 P.M.
The City Council of the City of Englewood, Arapahoe County,
Colorado, is hereby called to a special meeting in the City
Hall, 3400 South Elati Street, for the purpose of considering
and taking action as deemed necessary for matters relating to
the construction of a servicenter.
STANLEY H. DIAL
City Manager
SHD/mmb
ACKNOWLEDGEMENT OF RECEIPT OF NOTICE
The of Englewood,
of the above
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BUTLER
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ENDWALL STRUCTURALS
ENDWALL POST LOCATION-RIGID FRAME OR BEAM AND POST ENDWALL
IIGID FUME
ENDWALL ONLY
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0-
10'
Q}-
20'
-0 -0 0-
15' 10' 10'
f0 -0
20' 20'
100'
0-10
20' 20'
120'
-
f-0
20' 10'
40'
-0
20' 20'
60'
0-
20' 20'
10'
-
20'
0 -0
20' 10'
-
0-~
12' 12' 12'
36'
f-0 f-0
20' 10'
LEGEND
17\ fiiST POSITION
\.!...) ROM SIDEWALL
(;\ SICOND I'OSITION
\V PIOM SIDIWAU
•• ' r
I · 0
-•
0 -
ENDWALL INFORMATION
BEAM A N D POST ENDWALLS Th1s wnduum requ~rc:\ fu:IJ v.o rk tructun.l sy rems unh a 20' or 24'
t·a'C' hc··~ht rrquHe a n~&J frame at the enJv.all to 'upport a canopy. 2·1' \l.h.h:' I.RF suuuu ral S)'Ste ms art· a\'a llable o nl)' v.uh n s;id frame
t•ndv.alls lkam anJ post t"Od\\alls are st .mJard and II,IWj frame end-
\HIIs ar(· opuonal o n all ot her buddi ng w 1Jths ENDWALL OVERHANG
St .. nJarJ strucnual <omponenn are a\atlable to obtam a nommal
r .o" o\e rhan~ at the enduall and s11ll mamta•n uanda rd bay s paci ng
bc:tv.c"t'n the last t1A O frames o f the struCtural system . B)• mamt,uning
rh e normal relauomhtp of the enJ,,aiJ suucrural lme to the enduall
fr ame and shonemn~ tht.' c.hsta nce betv.ttn tht last tun r,..mes of the
structura l S)'!i tC'rn. aJdmonal roof ove rhan ~s may bt.• obta•ntd .
RIGID FRAME ENDWALLS
Rl ,'t JJ frame cndwalls sh ou ld be specified in the following cond itio ns .
a Future pla ns tn~licatt· the building may be ex u:•n ded a t a
la ter date.
b . When strucru ral auachmcnu cannot be m ade to the beam
and post endv. all. (See bel o w .)
. H a ci<"'Ar s pan opening is des ired in the cndwall.
J When no posts or ,~.:in s are desi red on a Monopanl o r f .JQ3
l.CJVt't ('li end wall. (Appl icable o n I)• to speci fi c buildings sho wn
on note 1 insiJe.)
~'uh a mmtmum amount o f ftdd wo rk , this htghly des~rable feature
u f a h<•avy sh aJov. line o f the roof o n the e ndv.all o f the Butler
structurJI sy"tem ca n be achieved.
The max1mum O\'t'rha ng o f the purlins o n a beam and post endwall
is 2'·0". The cn dwall frame is th e co ntro lling faet o r.
CANOPY CONNECTION TO ENDWALLS
The max imum ovt:rhang of p u rlins o n a rigid frame endwall is 8'·0".
The canulcver o f the purltns IS the li m iting fact o r when ri g id frames
a r<' used as end frames . ( anop1es .are J<'s a,~.;nc d tO an,ach at du: Sidewall eave o nl y. O n struc·
rural systems wuh 10', 12', 14' .1nd I() eave hc 1g ht , the canopy can be
Jrtd cheJ 10 t~n add u&On .ll lO rncr post o f the beam and post e ndwall .
H these max imum overhang lengths arc n ot o bse rved, a condition
which o "erloads the srructurals ma y be: de,•d o ped .
BUILDING TYPE
LRF21
LRF41 lnl•nd
LRF41 Co.at•l
LRF61
LRF 81
GEN ERA L
NL WALL LOADIN G S
RIGID FRAME TYPE ENDWALL
R &,~.:td Frarnl'S v.ith 24 ' spans o n 24' bays
D ead Load plus 15 pou nds per square foot W 1nd
l oad or Dead Load plu s 40 round s per squa re
loot ltvt" Load
R1 g 1d Fram es v.ith spans O''e r 24' on 24' bays :
Ot-ad Load plus 1 5 pounds per square foot Wind
Lo.ad or D ead Load plus 24 pounds per square
foo t L•ve Load .
stn ,t; a St andard 4 1 R igid Frame :
D <·a d Load plus 10 pounds per square foot Wind
Load o r D ead Load plus 40 pounds per square
foot L1v e Lo ad .
sm~ a srandard 21 R1 gid Frame :
Dead Load plus 10 pounds per square fooc Wind
Loa ~t o r Dead Load plus 24 pounds per square
foot L&v e Load .
L1 s m~ a sranJard 4 1 R igid Frame :
D ead Load plus 25 pou nds pe r square fooc Wind
load or Dead Load plus 40 pounds per square
four LJ\·t Load .
l 'sm,R; a standard 2 1 Ri gid Frame :
Dead Load plus 2~ pound s per square fool Wind
Load o r D ead Load plus 2 pou nds per square
fooc Lav e Load .
l.'stn~ a standard 6 1 R isid Frame ·
0 <-ad Load plus 20 pounds pcor squart" foot Wind
Lood plus 60 pou nd s per square foot L&ve l oad .
l '''"~! a standard 1 R1 .';1J Fr11.mt"
P ead load plus 20 pounds per square loot Wond
load plus 40 pounds p<r square loo1 Lo v< Lood .
l 'l>tn.Lt " ~tanJJrJ (,J R&.'thi Fume on I"'' bays
DuJ l oad plus 20 pounds pu squ:art> toor WmJ
load plus SO pounJs per squar~ t01.x ll\·t' t..o..J
BEAM AND POST TYPE ENDWALL
Dead Load plus 15 pounds per square foot Wtnd
load o r Dead load plus 16 pounds ~~ square foot
Ll\e Load.
Dc:a d Load plus I 0 pounds per square foot W ind
load o r Dead Load plus 20 pounds per square foot
Liv e Load .
Dead load plus 25 pounds per squar< fOOt Wind
Load o r D ead load plus 20 pounds per square f 1
L•ve Load.
Dead LoaJ plus 20 pounds J>('t square foo t Wind
load plus 10 pounds pt>r square foot Lh·e Load .
Dead Load plus 20 JX'unds per squar foot W md Load
plus 40 pounds per square toot l1 vro Load .
~uu tor tht• appropttate 11 truuunl i) nt-m ;ue uSt:'J
All all o v. .. hlr lo.tds dc.·~r~bt.·lt aboH·, "'-Hh the.· nupoon of LRF~l.
. uc· l-ta"-l·J on ! i' l».)\ \\Hh rhc.· n~t...HII lotalt'\.1 111 tht" sunJ iirJ
posmun
). A t I R 1~1J Fro~m e to~n be \Ubstuu teJ (llr a 61 R •ll•J F r;ame 111 the
tnJv.AII of ~ (J I s cruuur<~l ~l tern prt"'\llkJ the enJu .&ll posts and
l!HI f0r the ~&pproprt,.H.' {t 1 truuuul \)' t<·m "re usN
A l l R.n:r.l I r.1m c. ~.ln t'lt \uh\tuuttJ l1 >r .a ll R1 ~1d I umt' m the.•
(o,i v..t iJ,,t J II \trudUrJI ~)Utm prO\Jdt•J rht• t'nll,..all JXl'\t and
Allooaable Ll\t: Loads on R •~-tu.i Fra~ Endv.atls refer to thr R1 ~1J
Fr.~m e o n ly and do nOC' apply to purhns a u ac han ~ to the framr
BUTLER MANUFACTURING COMPANY
7400 ••t 1 th St r eat t<aneaa C•ty, M •••oun 64126
,,,,.ted if'l US A
fon'ft No Ul~ 166
•
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--------~----~--------------.
•
Lower Roof Be am l 11
12 r Uppe r Roo f Beam
:-=== ·-'!l r-·· L "" ""'!"·' '" ,._ ',._. _____ ,,"""'" ''"" ,-.------+"--"' """''1"""'"
" ., ,.
~ "" :. -::;,~:.:.::.::'::::::::.:-~~:t.: ::::=:::-:.-::=::.:.::::~;c:::: ::.:~:.::.:.::.:1,~:===·::::. ~·
~ _b_ .. :: ~ :~
" r Fioor line " " .. : 1 ;: ::
MO IR . -I--
~·--~,~----------------------------~A----------------------------~~-~·
Sttuctur•l -w ~ Structur~l
l ine line
BEAM AND POST ENDWALL STRUCTURAL$
SICl10N "A-A"
IOOF IIIAM
BR (Butler ib)-Appearance Series B or C Wal l Systems MO (Manapanl )-Appearance Series A Wall Systems-F-103, Manaponl , Monolite or Modular Wall .
WIDTH EAVE
HEIGHT
CORNEl POST
... ...
ENDWAll POSTS
NOMINAl
SIZE
w
A
H
LRF21 LRF411 LIF41 C llf61 lf~S~ND f~~~f POSIT ION f----.----t----,--+--r-----f---r---
ENDWA l l NDWA U II MO II M0 IR MO II MO
2410
2412
3210
3212
3610
3612
4011
4014
4016
4020
4024
5012
5014
5016
5020
5024
601 2
60 14
60 16
6020
6024
7012
7014
7016
7020
7024
8014
8016
8020
8024
10016
10020
10024
120 16
12020
12024
""" ,..
,. ,.
• 0
• 0 .. .
., 0 ..... ..... ...... .... .....
...
"" .. ... ..
100 ,.
.....
100'
... 0
.. o
• 0
100'0'
100'-Cr
•1o a
0>0 IT
'"'.
.. q~.
11 •n ...
.....
11 '91..
II 9'-
ll •••
. .....
1l ·~
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n•~·
19'9~
I 9 9 ~.
n•'"•
.. . . , ... , ..
"' "' "' , .. ,., ... .. ·-.... ..... .... ... ... ... , .. , .. .... ... ... ... ...
, ..
'"
"'
"' ... ... ...
Ill.
Ill 6
. '
''"' 10'1'-'t"
10 I r ,,,.,
'"''" 111 H1 n ,-~
IO'l'n
IT-llh
l4'11f1•
II 1\l'r
Ul~
10 I)
1711
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lfll'
n '"
10'1\.-'J"
12'1Y'I' .. ~~·
,,.,_,.,
" ' ... ,
11 •
"1\o'l '
72' I \>'I~
II II
121'
IT I\• ,., ... .. ~~
20'1~M , •.. ,~ ..
11'1 1~"
112.:L.o
,, ,~
z•n ..
,, 0 .
..
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,.
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II
II
II
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II
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II
II
II
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" " " II
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10
II
II
II .
IO
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10 .
II
II
" II
II
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10
II
" " " "
II
II
" " II
"
10
" " "
" " " "
II
II
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II
II
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"
"
II
" II
" II
II .
II
" II
" "
" "
" II .
"
" " II
II
II
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II
II
II
" II
II
II
II
II
" II
" II
"
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II
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II
" "
II
II
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10
" " " " "
II
" " " " "
II
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oo
10
" ,,
" " " .
10
" " "
10
10
" II
" " "
10
10
10
" " " " ,,
" " " 11
" "
10
11
" " " " " 11
"
oo
" " .
II
" " .
10
" " ,,
10
II
II
" " "
00
" " "
" " " " 11
"
II
" II
" " 11
" 11
_I
. I
II
" " . I
" ·~ .
10
10
" II
" " "
10
10
10
11
II
11 ,,
11
" " " " " 11
,,
" " 11
" " ,,
"
ll
i.
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-
-.
"7 ;..
-
F S•r ucMal lone . 6 '12 "
6 V2" 16 1h"
-H --t--H --t --H -~---H
l ___ [ __ ~ I
L _[__ L ___ C __ ~, L ___ [ --
St ructural 9" 3 '12" 2 1h " 9" 3 '12"
l ine
1A 2A 3A 4A
ENDWAll CORNER POST DETAilS-RIGID FRAME ENDWAH OR CANOPY•
Str uctural lme
I L ___ [ --I L ___ [ __ I L ___ [ __ L _[~
9 " 9 " 3 '12"
2 3 4
ENDWAH CORNER POST DETAilS-BEAM AND POST ENDWAH
J ;::"" T ___ I __ ~ ]_~-~ ___ I __ ~ c -o
2 1 2" 5" 3 1h" 7" Str u~:;tur•l -..
lin~
s 6 7 8
J __ b. ] __
b I __ b
2 '!," 5" 3 '12" 7"
Str utlur•l ...
l ,ne
9 10 11 12
ENDWAH POST DETAilS -RIGID FRAME OR BEAM AND POST ENDWAll
NOYU
1 Stz of LRF Suuct urt~~l Systems w•th fll}(t frame endwalls and Appur·
Jrlt A Wall S~1t ms that are ava•lablt wtthout enctwalt posts ot a•rts are
lu.tfMS m th tabte bek)f¥
BliiLOio; LO AD BUILDING LOAD
Sill 21 411 41 C 61 81 SIZE 2 1 411 41C 61 81
2410 X X X X X 3612 X X X X X
2412 X X X X X 4012 X X X X X
1210 X X X X X S012 X X X X X
3211 X X X X X 6012 X X X X X
\ 10 X X X X X 701 2 X X X X X
•2 .A, •hown '" th COfnef pot:l detailS, Cotner poilS tor rlckt tr.me ~
wtlJIS art reQutred on 1 11 10', 12. 14 ', and 16 hilh structur .. aystema
w•th 1 beam and posl endwall when o canopy 11 ottoc:hed to the aide·
'* U 11 an end bay
•
3 Endw .. l poot oozes and localoons .,. the ume for rfltd !rome "' boom
and .,., endwaUs EndwaU ltructu,..ll fot LRF Structural Systems wtth
any ~ance A W .. l system .,. the .....,.
4 Cotnet' column and other .tructural d•menstOns tor nctd h•me end
waiiiO<e .-non Butler form no. 2091 , "BUTLER TYPE LRF STRUC
TURAL SYSTEM "
5 . Numbef of purhns 1nd their kx:lttOn v•ry w1th structural syStem ltH
and loadont
6 . Standard klclltOnl of purlms and atrts are shown on But~r form no.
21~ "GIRT AND PIJRLIN LOCATION CHART "
7. Purfons 9~· deep.
•
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0:
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GIRT AND PURLIN
LOCATION CHART
10' SIDEWALL 12' SIDEWALL
A,EAIANCE "I" 01 "C" A"EAUNCE "I " 01 "C"
;, c -c
c ~ I
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:. I :. • .., .., 0: L.-,; t,~ :, I
!!:
~ : I ;I !o .., ..,
,. I ~ "' ~ 1
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STRUCTURAL SYSTEM .. igid rame
c
I :,
0:
i:: All LRF STRUCTURAL SYSTEMS ..,
I ..,
I ..,
Symmetricel About «.
14' SIDEWALL
A,EAIANCE
"I" 01 "C"
16' SIDEWALL
A"EAIANCE
"A" "I " 01 "C"
20' SIDEWALL
A,EAIANCE
"A" "I " 01 "C"
24' SIDEWALL
A"lAUNCl
"A" ... "01 "C"
NOTES ·
IUILDINO
WIDTH
24'
12'
40'
10'
100'
120'
A
6
' 10
1 All d ~ment•on• are rounded to nearest '·a''
I
··-914"
9 '-6 '1'o "
···-3~"
19 '-111•"
23'-IO'I'o"
28 '· 7'1t"
42'-11 """
4.7 '· 9 1Jt"
01MLNSIONS
c 0 E
2'-11" 1'-1114" 12'~"
4 '· 11/e " 16'-Q 'h''
3'-11/t" 3'-0'11" ... ~.
3'· 3 ''o" 20'-0'I'o "
3'-·~· 25'-0"'"
3'-9'1." 30'·11/t"
··-~· 35'-1'111"
.... J 112" .. O'-I V2"
50'-1"'"
3'-37a" t'-ttv .... 60'-2~"
3. Appe.etence •·a·• or "C" =.: ~t le"b well ayatem
2 Appurence "A" F 103, Monopanl, Modultr Well or Monol•te wa ll
4 . No g1rl1 ere requtred fOf 10', 12' Ot 14' ••dewells w 1th Appetrtnce "A"
well 1yatem1
5 Endwell g•rts ere louted on the Mme ven1ul ~c•ng lncremenh as
••dewell 0''" and ettech to ti-le web of me et"'dwall posh
6 • Shown '" the chert below ere lRf Stf'uctura l Systems w 1fh Appeerence
"A" wall lyltem• that require the u•• of 9 \1)" o •rh at a1ter i1led locations. -UVI-24 ' .,, 16'
20'
24 ' •. ,. 16'
20' '9'
24' IJIIIIIIIl:OIIT "'"W
~41C 16' -.v;·
20' 9 't"
24 ' lJIIIIO Gil' ·~ ..
16' ... 20' "9''>
24 ' U'"l Gil ~
L<.>WHI>I01 "t~j,•
h •• ,.,.''""'"1 be•"9 l,..pr.,..d .._.,.,.,., ttw ,,.,.,_,.., ,_ ... ,..d "''''"' ~ t~l 10 c"-vt 1 '-" ,..,..~,.,...,,..ootti...,..... • ......, ... ,.~NI-'•' ·-"eC~'"""'"Ia N•t.,...,_._
1.\YIMC!IIe
21 ' .. 11'
9 '~" ,,., .. ...... •t~j,•
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12" t
I
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31"
12"
ROOF PROTECTION
SERIES 102
a roof with low maintenance-
utilizing the Butlerib «~> D panel
• Constructed of corrosion-resistant materials
• Full -length roof panel up to 38' 9 " -with three
foot covering width
• Butlerib n design configuration
• Precision roll -formed
• Superior fastening system with positive perform-
ance maintenance-free self-clinching Lock-Rivets
• Available in aluminum , stainless steel , galvanized
steel with Du ·Litet, and aluminum coated steel
• Factory-applied color finish
• Ut ilizes curved one-piece ridge panel that
matches roof panel configuration
• Ava ilable with insulated Lite•Panl® sky lights
t
I T
1
PANEL CROSS SECTION
MAT ERIAL
Available in .032" aluminum, hi ·tensile aluminum, 24 and
26 gage galvanized ; 24 and 26 gage aluminum coated steel,
26 gage galvanized , Du Lite coated ; 26 gage sta inless steel.
LOADING
Series 102 roof panels are designed for li ve loads up to 40
psf with standard purl in spacings .
FO<m No. 2392R·J.69
FASTENER S
Panel to Structural -galvanized scrubolts, with metal ·
backed neoprene washen, except at end laps when
expansion joints are required , then Lock ·Rivets are
used.
Panel t o Panel -Lock -Rivets.
t DuPont reQ•stered tr.otmerk
PRODUCT DESCRIPTION
ROOF PROTECTION SERIES 102 -BUTLERIBR
Pr inted In U.S .A .
I • •
(
(
•
•
0
•
SPECIFICATIONS
II.
Ill.
GE N ERAL
A .
B.
The roof shall be covered with precision roll formed
Butlerib n panel s.
Details shall be in accordance with the manufacturer's
d rawings.
C. Installation shall be in accordance w ith the manufac·
turer's drawings.
PANEL DESCRIPTION
A . Panels shall be roll formed , 3' w ide with four major
corrugations. 1·1/2" high , 12" on cent er, and two
m inor cor rugat io ns between each o f the major corru·
gati ons the ent ire length of the p anel.
B.
c .
Panels o f maximum possible lengths sha ll be used to
minimize end laps.
1. Maximum panel length shall be 38' 9 ".
A idge panels shall be one-piece, fact ory cu rved to
match roof slope.
1. Cross section of rid ge panel sha ll match roof
panels.
2 . Rkige panels shall extend beyond f irst purlin on
either side of center of the building.
D. Eave panels shall extend beyond the structural hne of
the wall.
E . Roof panels .shall be factory pre-punched at panel ends
to match pre-punched holes 10 structural members.
PANEL DESIGN
A .
B.
Panels shall be des.gnad tn accordance w it h A lSI (S pe-
c if ications for the Des:tgn of Light Gage Cold Formed
Steel S tructural Members'' and in accordance w ith
sound engineeri ng methods and practices.
Panels shall be designed to support a 200 pound load
distributedr evenly over a 2' square area centered be-
tween purlins wtthout exceecJing a panel deflect ion to
span ratio of 1/180 •n a two span condition.
IV . PAN E L MATE RI AL
A .
B.
c .
Pane l material as spect f ted shall be 26 or 24 gage ga l--
vani zed steel, IASTM Galvanized Specifica·tion A625
Latest Issue , Fedreal Spectftcatton 00·6-776A, Type
1. Class 0).
Ftrst quality Alclad 3003 alumtnum, H26 1emper,
032"' thic~.
Alloy 5 1 5 ~H18 mtll ftntsh, ht-tenstle elummum,
. 026" thtck
<BUTLER~ " 1
,,. .,.,.,. '"' ".. ""'•'••
V. PAN E L FINISH
VI .
V II .
VIII .
A . The panel finish as spec if ied shall be one of the
follow i ng:
1. Galvanized S teel-plain mi ll galvanized f in ish.
2. Galvan ized Steel-pre-finished on b oth surfaces,
with the Butler·Tone 5 15 Finish System.
Pre-finished with the Butler-Cote Fin is h Sys-
tem, optional as specified.
3. Galvanized Steel -aluminum coa ted.
4 .. 032" and hi-tensi le aluminum -p1a in mill f in ish .
5 .. 032" aluminum -pre-finished with the
But ler-Co te Fi nish Svstem.
6 . S tai n less Steel -finished with a 28 Finish Ia
smooth co ld r o lled finish with a b r ight , moderately
reflective surface).
7. Galvani zed S teel -exter ior surface p re-fin ished
with DuPo nt Du -Lite color f i n ish.
PANEL APPLICATION
A . All panels shall be positio ned and aligned by matching
the pre-punched holes in the panel ends with the pre-
punched holes tn the structural members.
B. A ll side laps w ill be at least one full corruaation.
C. End laps will be at least 6" and fastened together over
and to structural members.
D .
E.
All panel stde and end laps shall be sealed w ith Butler
Panlast ic (wealher sealing component) to p rtr~~ent the
entry of m o isture.
There shall be a mtnimu m of two f ast·en ers per h neal
foot at the end laps, •·•·· one piine l·t~structural fas-
tener in the flat of the pa,nel between eech major cor·
rugation, and one panel-lo-panel fastener at each
mejor corrugation.
FASTENERS
A .
B.
c .
All connections of Butlerib ll PfN'lel s to structural
members shall be made w ith ScrubOits through pr•
punched structural holes.
1. Optional festeners shall be tr~~atlable.
All Butlerib pa,nel·to-panel connections shall be m ade
w ith positive type self:-clinching Lock-A ivets.
Lock-Rivets shall be set by a spectal Lock-A 'vet tool.
D. Fastener locations shall be as shown on erection draw-
ings as furn ished by Butler Manufacturing Company.
ACCESSORIES
A .
B.
Acces10ries. t.e., ventilators, 5ky Ughts, gutter fec•a.
gM)Ie facta shall be es s~d with Butler Manufec-
tur•ng Compeny, u nless othlfWi• noted end furniShed
as specified .
Locauon of stend•d ecceaories shall be • shown on
erection drW~~i ngs IS furni.n.d by Butler Manufac-
turing Compeny.
SPECIFICATIONS
ROOF PROTECTION SERIES 102 -BUTLERIBJl
Bllt le f B11 1id•111 Prod11th ,,. tout l lll lt b'"'l , .. .,...,.., tMte!Of • tile lfl fOII"'IIII Ott ""'
Form No. 2430R 2·3·69 l!~~·:o:,•r:~~r~!t '8~~~: ·~~f!:,"!'o;~=~•, M~~!:KI~~~=~•c!:!!~~~~f.,"~::;, ~:~~'!.,~: Printed m U.S .A .
I • •
•
•
•
sa~--~==•-=-~-~·~-.-. ••• --·----I -·
I -:...r--....
~I
SKY LIGHTS -EXTERIOR
SKY LIGHT -INTERIOR
SPECIFICATIONS
A. Tran sluce nt Butler l1te'Panl s shall be fabncated trom
thermosetting polyester synthet•c reSin , approximately
1/16" thiCk , reinforced w1lh a f1brous glass mat ha;-
•ng a normal weight of 2 ounces per square foot.
l•te 'Panls shall equal or exceed the performance char ·
acterist1c s of CommerCial Standard CS-214 -57 .
B. Pan el ends shall be located over purlrns and fastened
to adJOining panels and purlins and shall be Installed
1n the same manner as metal roof panels . End lap s
shall be a m1n1mum of 6" Side laps shall be one full
corrugation Both end laps and Side laps shall be
sealed w1th Butler Panlast1 c •
l1ght Iran miSSIOn of Skylite G1een shall not be less
than 74•. and the 1nfra red transmiSSIOn shall not be
greater than 60 % .
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SKY LIGHTS
AND WALL LIGHTS
engineered for use with
Butler Series 1 00, 200, and
300 Roof Systems.
Tr ansluce nt g reen L1te Panl s• prov1de sky l1ght s
.n Butler roofs , and walls o f light for use above
wall pa nel s.
L1te Panl is made from a re.nforced plast•c matenal ,
formed t o th e same c onf•gur a t•on as standard
Butlerib panels-and Installed 1n the same manne r .
L1te Panl for use as acc ent panel s 1s ava1lable i n
Ta ngerme and Cerulean Blu e colors .
WALL LIGHTS
PRODUCT DESCRIPTION AND SPECIFICATIONS
SKY LIGHTS AND WAll LIGHTS
... ttr h 14lll PlGdYtfl t•t COit\11••1 r btl•t Ut•p• ·•ot lh•rtl 11 lht I '"'II• t•• 1d fl•·• • u ~llltd t thi 11 ,. tllowt 1'4:lrt• Bet • 1·111111 f't o·~·~t ,,,.,, aNI
teo.! , r 1 e.·•~t Bo,~t••• lu dH t tt ""'' •• ,..,. ''""'' • Cl!!I"Pt , t If l•tut '' '"''' ,, I H •~US A
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Eaves carry distinctive gutter facia around building
Downspout s have modern , smart look i ng forms
DOWNSPOUT CROSS SECTION
QuTLEN~ "·:.-~·--···· "' '"~ .....
ror"' No 13912 66
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GUTTER FACIA
AND DOWNSPOUTS
accent Butler walls and roof
Colorful gutter fa cia an d downspouts provi de func -
t io nal appearan ce for Butl er wall systems ... avail -
able in standard Butler configuration , fabr ica ted from
26-gauge ga lv anized steel .
Gutte r facia is factory colo r -fm ish ed i n Trim Gray
and Bon e Wh it e t o harm onize wi th wall panels ...
Han gers for supporting gutter fa cia from roof panels
are painted Bone White . One -piece preformed corne r
clos ures are suppl ied to match the con f igu rat ion of
the gutte r fa cia and gable f acia .
SPECIFICATIONS
A. Gutte r facia and downspouts shall be fabr icat ed from 26-gauge
galvanized steel , and shall equal or exceed federal Specifica-
tion QQ-S-775a , Type I, Class d.
B. Gutter facia shall be Tr im Gr ay and Bone Wh ite, factory ap-
plied, With painted hangers for supporti ng gutter facia from
root panels. Preformed corner closures shall be suppl ied to
match configuration of gable fac ia .
C Downspouts shall be supplied factory painted to match color
of wall panels . They shall be the But ler 4" standard , rec-
tangular corrugated box with an area of 11.7 square inche s.
L 5%"
GU TTE R FACIA CRO SS SE CTION
PRODUCT DESCRIPTION ANO SPECIFICATIONS
DOWNSPOUTS AND GUTTER FACIA
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SPECIFICATIONS
I. GENERAL
A . This specification covers .. ling compound preformed
in beads.
II . USE
Ill.
A. The material shall be used to seal end and side leps of
roof panels.
DESCRIPTION
A. The material shell consist of a blend of non-toxic,
synthetic resin-bate ingredients and inert organic ex-
tenders. Asphalt or asphalt dertvatives are not per-
mitted.
B. The bead shall be of such cross-sectional area as to
give a positive seal between adjacent surfaces. Each
layer shall be JeP••ted by paper which must be r•
moved after mastic is epplied to panel.
Form No. 2639R 2· 3-69
IV . REQUIREMENTS
A .
B.
c .
D.
The materiel thall heve WJffident lldhesion to metal
and plastic so as to remain in place during normal
handling operations.
1. Adhesive tensile strength shall be a minimum of
8 pounds per squ.,.. inch.
The material when inst.tled between 3 sides of rec·
tangulor metol plates end c~ to 1 1/16'' pl1te
separation, with the tpaee betw.n fitted with water,
shall be c.po~>le of strltchino out to 1 7/32" plote
-otion ( 250% elongotion) ot 17 degr-. F . end
3/16" plote -otion ot 10 degr-. F to 20 degr-. F
(200% elongation) without ellowing the water to leek
through (woter preuure opproK. 40 prl).
Panlestic shall equal or exceed the performence ch•-
acteristics called for in Militery SP«ificattons MIL..C-
1B969B .
Panlestic shall prevent the entry of water by CIIPillwy
action or otherwite when u-' in a properly insulted
roof system.
Prinmd In U.S .A.
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GABLE
FACIA
GABLE
FACIA
1-STRUCTURAL LINE
BUTLERIBU
ROOF
/PURLIN
BUTLERIB n WALL
GUTTER FACIA
(BUTLERIB D ROOF)
BUTLERIBU WALL
6-3/B"
GUTTER FACIA
(MR -24 ROOF)
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GUTTER-
SUPPORT
GUTTER
FACIA
11 "
!--STRUCTURAL LINE
GABLE FACIA
(BUTLERIBD ROOF)
-STRUCTURAL LINE
MR -2~
ROOF
EAVE STRUT
BUTLERIB n WALL
GABLE FACIA
(MR -24 ROOF)
SCALE : 1-1/2" • 1' 0"
Form No. 2~17 RJ-3-68
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TECHIIIICAL IIIIFORIIIATIOIII
BUTLERIIR WALL SYSTEM
Printed in U.S.A .
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36"
12" 12" 12" 1 ·9132 "~
11
3"
PANEL CROSS SECTION
ALLOWABLE WIND LOAD ON PANEL
SIDEWALL NUMBER All WIND LOAD IN PSF
HEIGHT OF GIRTS" 26 GA. GALV. 24 GA. GALV.
10' 1 48.4 66.9
12' 1 30.4 42 .0
14 ' 2 67 .0 92.7
16' 2 38.7 53 .5
20' 3 44 .4 61 .5
24' 4 52.2 72.2
•see appropriate "G irt and Purim Location Chart" for girt spac~ng.
BUTLERIBII WALL
METAL CLOSURE
EDGE OF -l
FOUNDATION
• l FLOOR LINE
BUTLER IS II WALL
BASE DETAIL
SCALE : 1·1/2" • 1' 0"
WINO LOAD ON ENOWALL WIDESPAN BUILDINGS DESIGN LOADS
.032 " ALUM .
42.6
26 .7
58.9
34 .1
39.2
46 .0
UNTRIMMED EAVE
(BUTLERIB:n ROOF I
1
Transmitted through brace rods in plane of roof and
sidewall to foundation . When brace rods are not used and
wind load on endwall is transmitted to foundation by
diaphragm action of roof and/or wall , then test data will
be submitted as certified by an independent inspection
agency , laboratory or university to a safety factor of at
least 2.0 in accordance with provisions of AISI test .
Standard as 15, 20, or 25 pounds per square f oot wind
load , special loadings can be provided for on special order
basis .
MAXIMUM LENGTH : 38 ' 9"
COVERAGE : 36 inches
<_BUTlEH::> ",'_'"~"'·• "" -•••
FASTENERS
Lock·Rivets for panel -to-structural and panel -to-panel con-
nections. Optional fastener9 available .
TRANSITIONS
Designed for transition to Butler Wall Systems and other
materials .
TECHNICAL INFORMATION
BUTLERIB ll WALL SYSTEM
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Wall Panel System
• Three foot covering width
• Factory pre-punched panel
• Precision roll formed
• Factory-applied color finishes
• Distinctive design configuration
• Superior fastening system
• Factory-mitred eeve joints
• Reserve panel strength
36"
12"
1
12" 12"
t t 1
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PANEL CROSS SECTION
MATERIAL
Available in 24 and 26-gage galvaniz ed steel, and 0 .032"
Alclad hammered embossed alum in um . All materials are
available with plain unfinished surfaces or with factory -
applied color finish systems.
FINISH
24 and 26 Gage Galvanized Steel -Butler -Tone 515
Finish Sys tem.
26 Gage Galvanized Steel -Du -Lite• Factory Pre-F inish
Color System .
.032" Aluminum -Butler-Tone 515 Finish System.
LOADING
Wall system is designed for wind loads up to 25 lbs psf in
standard loadings .
FASTENERS
Panel to Structural -Hex Washer Head Scrubolts
(Lock -Rivets optional).
Panel to Panel -No . 14 Type A, Self Tapping Screws
(lock-Rivets optional).
"DuPont registered tredemark .
PRODUCT OESCRirTION ~UJ'LER~ " ,., ,..,..., '" .. .. .., ... APPEARANCE SERIES B WALL SYSTEM -BUTLER IBn
Form No 2416R2·3·69 Pr inted In US.A .
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STRUCTURAL ------<1
LINE
HEADER flASHING
•Door opening hei ght varies from 8 '-0 "
thr u 22'..0" on 1'..0 " increments.
VERTICAL SECTION
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Standard , Pre-Engineered
OVERHEAD DOOR
OPENINGS
for use with all
Butler Wall Systems
Overhead door opening structu rals are fabricated
from galvanized steel -ready to be instal led quickly
and easily in Butler walls . Av ai lable bo t h factory ·
loca ted and f iel d -located with support headers in·
eluded .
Open i ng structurals provide framework fo r bo t h wood
or st eel overhead doors .
AYAIUBiliTY
Fac tory -louted open i nt available for 1nstallat1on on th e center tine
of si dewall bays or endwall sect1ons .
Fiel d-loc•te d ope nints-for other than standar d locations .
Door openings are available 1n heights from 8' to 22', in one-foo t
mcreme nt s. Maximum standard door he~ght IS 2' less than nominal
buildmg eave height. Widths are s·. to·. 12 ', and 16 '.
IIQT£, Detai ls and photo shown are for Appearance Series 8 and C
Wall System installation. Tnm and flashmg deta ils vary for Appearance
Senes A Wall Systems Installations. Opening dimenSio ns sho wn are
standard for all wall systems
8'.0", 10'.0", 12'.0 ', OR 16'-0'' (DOOR OPENING)
DOOR POST
f'onn No ZU4 z H
HORIZONTAL SEC TION
PRODUCT DESCRIPTION AND TECH NICAL INFORMATION
OVERHEAD DOOR OPENINQS
rw•tM •• U S.A
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DOOR SIZES
3' 0" x 6' 8" x 1-3 /8" Plain
3' 0" x 6' 8" x 1-3/8" Open for Glazing
3' 0" x 7' 0 " x 1-3/4" Plain
3' 0" x 7' 0" x 1-3/4" Open for Glazing
3' 4 " x 7' 0" x 1-3/4" Plain
3' 4 " x 7' 0" x 1-3/4" Open for Glazing
6' 0 " x 6' 8" x 1-3/8" Double Door Pla in
6' 0" x 6' 8" x 1-3/8" Double Door Open for Glazing
6 ' 0" x 7' 0 " x 1-3/4 " Double Door Plain
6' 0" x 7' 0 " x 1-3/4" Double Door Open for Glazing
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PERSONNEL DOORS
Hollow metal, galvanized steel
doors for use with Butlerlb ~
Monopanl~ Parkway 212T.Mand
F -10 ~ Wall Systems
Durable perso nnel doors are the hollow me tal type,
constructed from 18 gage and 20 gage galvanized
steel , stiffened and sound deadened with a Kraft
Honeycomb core laminated with h igh strength
neoprene adhesives . Doors are given ex tra p rotec -
tion by factory finishing with one coat of baked -on
prime paint.
All the door units are furnished complet e w i th
extruded aluminum threshold , weatherstripping,
and full mortise prime-painted hinges ... and all
necessary parts for complete door installation.
AVAILABILITY
Doors are of full -f lu sh leaf cons truction , 1-3/8" or 1-3/4"
thi ck. Locks are exterior door, key in knob, pin tumbler
cylinder type .
GLASS SIZES
3' 0 " x 6' 8" door · 23-1/2" x 34 -1/4"
3' 0 " x 7' 0" door · 23 -15/32" x 37 -1/4"
3' 4 " x 7' 0 " door · 27 -15/32" x 37 -1/4"
Doors are field located only . Factory panel openings are
available for Appearance Series A walls only .
Aluminum doors. open for QlazinQ , are available for Modular
Wall and Butler•Panl wall systems and Butler VF wall units.
Refer to Wall Systems Table of Contents for i nformation on
these wall systems .
PRODUCT DESCRIPTION -PERSONNEl DOORS
FOR APPEARANCE SERIES A AND B WALL SYSTEMS
Form No. 2437R3-3·69
~~~~1!d ::,~~~~~~~. '~:!~1 t!'~~:~'•::~~~~~~~'c:':•'t't~•1 ~~!!::':~a '::.,::.,:~!::': =
ltd JOIJI I!IU r••t autl., lo~tl .. t• llf lllltllrMt"llfKhll u••C~t ll)' fw IIM'I llll.,_hOII
Pnnted tn U.S .A .
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SPECIFICATIONS
I. GE N ER AL
A .
B.
Penonnel doors shall meet the requirements of Commer·
cial Standards PS-4-66 and CS242·62 as issuad by the
U.S . Department of Commerce.
Doors and door frames shall be constructed of galvanized
Of plain steel es noted and prime painted as furnished by
Butler Manufacturing Company.
C. Doors and door frames shall be installed in accorda nce
with the manufacturer's instructions.
II. D ESC RIPTIO N
A . Doors
8 .
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1. The dOOI'S shall be 1·3/8'' "' 1-3/4" thick full flush
type.
a. 1·3/8" full flush type doors shell be constructed
of 20 ga. galvan ized steel .
b . 1·3/4" full flush type doors shell be constructed
of 18 ga. galvanized steel .
2. Doors shall be stiffened and sound daadenad by UMI of
laminated phenolic ruin impregnated Kraft honey-
comb.
3 . Top and bottom reinforcing channels shall proo.ttde
rigidity.
4 . Average "U" factor rating shall be 0 .38 Btu /hr/ft rtq/
dog F.
S. Doors shall be furnished with a coat of baked on
beige prime paint applied over a bonderized surface.
6. Doors shall be morti~ and reinforced for hinges and
locks.
7. Doors shall be plain or glazed as shown on the
drawings.
8 . Doors shall have a top cap to seal against moisture.
Door Frames
1. Fremes for 1-3/8" doors shall be 18 gaga galvanized
steel and 1-3/4" door frames shall be of 16 -
galvanized steel.
a. The frame jamb depth ( listad below) shall be
determined by the type of wall in which the door
is installed :
Butlerib -5-3/4" F-103 -3"
Monopanl -3" Modular Wall -3 "
2. Frames shall be knocked down . Mitered corners shall
hwe huvy reinforcements with four In tegral tlbl for
securing and easy mterlock lng of jambs to heed at
each corner.
3. Frames shall be mortised and reinforced for str ikes
and h inges.
4 . Fremes shall be furn•shed with two rubber bumpers
In stalled at the fee-tory .
5 . Frames shell be finlthad woth 1 coot of bekad on
beige prime paint applied ewer a bonderized surface.
Threshold
1. Thrfthold shell be of extruded aluminum, drilled and
counterwnk for enachment to the floor.
D.
E.
F.
G.
H.
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Weatherstripping
1. Bottom weatherstripping for 1·3/8 doors shall be an
extruded vinyl sweep and two extruded aluminum
keepers.
2. Perimeter weatherstripping for 1·3/4 doors shall be an
extruded vinyl with extruded aluminum keeper.
Hardware
1. Hinges fo r doors as listed shall be Type T2127,
Faderal Specif ica tion FF -H·116C.
1-3/8" doo rs -1 pair x 3-1/2" full mortise
.123 gage , plai n bearing action .
1·3/4" doors -1-1/2 pair of 4-1 /2 " x 4-1/2" fu ll
mortise .137 gage , ball bearing action.
a. Hinges shall be steel prime painted beige.
2. Lockset shall be key in knob type.
a. Eech lock shall be keyed separately and two keys
provided fOI' each lock .
b. The 1·3/8 " thick do<M' lockMit shall be dull c hro me
U.S. Government 260 finish with 2·3/8" back•t .
c. The 1-3/4" thick doOI' lock•t shell be dull chrome
U.S. GOYernment 260 f inish, with 2·3/4" backset.
Double OOOI's
1. On double doOI's a head end foot bolt shell be pro-
vided.
a. Head and foot bolt shall be surtace appliad end
hold the inact ive leaf in a secure posit ion.
b. Head and foot bolt shell be U.S. Government
T ype F 1061 with a 5/8" rod of pletad steel
Door Closers
1. Door ciOMirs , when specified, shell be of U.S . Govern-
ment Type 3009, Faderal Specification FF-H ·121C.
a. They shall be surface type with regular arm and
keyed valve.
b. Closer finish shall be sprayed aluminum.
1. Panic hardware shall be furnished when ~JMK:ified .
a. Hardware shall be rim type with aluminum finish
(US 27) on outside parts and stainles steel satin
(US 320) for inside parts.
Glozad OOOI's
1. Doors accOI'Omodlte glass from 1/8" to 1/4" thick .
2. Gloss is held in piece by glazing cOI'Opound end metal
glazi ng strips.
L Glazing strips •• screw-on type for 1-3/8'' doon.
b. Gluing strips ere snap-in type fO< 1·3/4" doors.
SPECIFICATIONS -PERSONN EL DOORS
<_t.fLJTLt-R"> "' '" ...,.,.,., '"' ""' .,.,,.,,, FOR APPEARANCE SERIES A AND B WALL SYSTEMS
F O<m No. 2633R 3-4-69 Pr lntad In U.S .A .
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3' 0 "
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3' 0" X 6 ' 8 "
3 ' 0 " X 7' 0 "
PLAI N
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DOOR SCHEDULE
6' 0 " X 6 ' 8 "
6 ' 0 " X 7' 0 "
DOOR PANELING ELEVATIONS
6 "
O PEN FO R GL A Z ING
3'4 "x7'0"
Scale. 1/4 " .. 1' 0'' Secttons shown on reverse SKM
7' 0 " Ht gh doon shown
LEFT H AND OUTSIDE RIGIIT HAND
HOW TO DETERMINE HAND A ND SW ING O F DOOR S
IN ~SWI N G "' INSWING c~,
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1. Th e hand of a door IS d termined from the outside .
2. The outs1de of an entrance door is the st reet s1de.
3. The outs1de of a room door 1s the corridor side .
4 . The outs1de of a communicat ong door is t he side
from wh1ch h1nges are not vis1ble w1th door closed .
5.
6 .
The outs1de of a closet door is the room side .
The key s1de w1ll be the ou t s1de , unless o therwise
speci fi ed .
t ON PAIRS OF DOORS
<H UflfR~ • ':• ..,,. .. '" ".. ,.. ......
KEY SIDE
LEFT HA ND DUl'SIDE RIGHT HAND
IN SWI NG IN SWING
LEF ~UTSIDE
OUT SWI NG
OUTSIDE
TECHNICAL INFORMATION -PERSONNEL DOORS
FOR APPEARANCE SERIES A AND 8 WALL SYSTEMS
lr.~tltl lw <l••fl l '•Mvth tit (et\\h l'l!t M I ,,...,..,.; tfot"ltlt !lilt lfi iOI "'IIIM COli
It•" H ll •tl II ""te<l 10 d lt•tt • I" "' lo(t ltiDit f ,fl l l 1•"1 IU•tett h d\ (.Ofl
!ttl ,_, 11111t1t lwl ·t t lw•lat' .. l11t *' Wt-.ft <hll••t C:...Dt"J '"' I ll"! '"'''"''''"'
6 "
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SECTION "A·A" -BUTLERIB ll WALL
ALUMINUM
DOOR POST
3' o". 3' 4 " 1
VARIES WITH OR 6' 0 " VARIES WITH~
DOOR OPENING (DOOR OPENING) DOOR OPENING
SECTION "A-A "-MONOPANL WALL
ALUMINUM
DOOR POST
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(DOOR OPENING!
SECTION "A -A "-f -103 WALL
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SECTION "B-B"-BUTLERIB ll WALL
BUTLER
MONOPANL
SEALANT --.._
DOOR HEAD
FLASHING v...!.=:;;!;;=!~ll.,t
DOOR HEAD
ZEE
DOOR
~HEAD
SECTION "B-B" -MONOPANL WALL
BUTLER F-103
PANEL
SEALANT --------1---n~-••r-
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SECTION "B-B"-F-103 WALL
ALUMINUM
\THRESHOLD
Sc.le: 3" • 1' 0 "
Refer to form no. 2438 for 1Kt1on lnd1at•ons.
TECHNICAL INFORMATION PERSONNEL DOORS
FOR APPEARANCE SERIES A ANO I WALL SYSTEMS
Form No. 2438R2·3-09 Print.cl in U.S .A .
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SP ECIF IC ATI ONS
GALVANI ZE D SC RUBO LTS
Scrubolt s shall be 11 /32 " x Yo " Hex Head , ca se hardened stee l.
Scrubolts shall be finished with a ZUIC coaling and su pplementary
chromate finish .
Scrubolt s shall be furn ished w1th Integ ral galvan ized ste el -backed
neoprene wa sher .
The neoprene wa she r shall meet or exceed ASTM ·D-735 Specifications .
The Scrubolls shall have a minimum stripping torque of 200 inch lbs .
<_I~( ITt t I<'~ " '" ""~' '" '• ,_..
rOfWI N• 2U Z 2 51
BUTLER SCRUBOLTS
... a self-tapping fastener for
panel-to-structural connections
• Attract ive , low -cost fasteners
• Steel -bac ked neop rene washers provide weat her -
ti ght seal
• 11 /32 " diameter provides exc eptional hold ing
and gripping power
AVAILABiliTY
Scrubolls are available in two types for different degrees ol appearance
and corrosion resistance .
l.n l'nfile-in stainless steel only-with nylon washer for use on
color -fin ished wall panels .
Hu Mud -talvaRize d steel-with steel -backed neoprene washer
... recommended for galvanize d or aluminum build -
ings on both roof and walls .
staioless steel-with aluminum -backed neoprene
washer . . designed for alum inum and sta1nle ss steel
roofs .
SPECIFICATIONS
STA INLESS STEEL SCRUBOLTS
Scrubolls shall be 11/32 " x Yo" Hex Head or Low Pr ofile , type 410
stainless steel.
Scrubolls shall be heat -treate d to a hardness of Rockwell C 38-43 , with
an electro-deposited cadmium fimsh .
Scrubolls sh all be fur nis hed with aluminum -backed neopren e washer
for He x Head types and nylon wa sher for Low Profile .
The neoprene washer shall meet cr exceed ASTM -D-7 35 Sp ecifica tions .
The Scrubolts shall have a minimum st rip ping torque of 200 inch lbs .
PRODUCT DESCRIPTION AND SPECIFICATIONS
SCRUIOLTS
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ROOF LOCK-RIVET WALL LOCK RIVET
AVAILABILITY
Two types of Lock -A •vets are IIY&IIeble for panel-to-panel and
panel ·t~tructural connect•ons
Roof Lock-R •vets-w •th a wtde head to provtde greater seahng
area c olor coded for tdent•hcatton
Wall Lo c::k -Rtvets (p lltn steml -wtth a smaller head for better
appearance, end to facthtate the use of
Plast•c snap-on caps wh•ch m.tch the color
of the wall panels.
The Low Proftle Lock ·RI\Iet ts fastened 10 place by an elecmcal
"pulling tool " resulting tn a cons•stent "clamp-up".
INSTALLATION
The installation of Lock R tvets ts shown tn the sequence of photo-
graphs below.
Figure 1-The Lock-Rrvet S t em •s placed m the pull1ng head o f 1
spec•al Lock-A tvet gun and is then tn serted .n the panel
and structural hole.
Figure 2 -The gun eKeru a pulling acuon on the Lock-A rvet stem.
As the stem ''pulled, the Lock-Rtvet petals.
F igure 3 -Complete ecuvatton results m t he members beH'9 pe r m•
nently held toge ther under pressu re by the t hree pet als
The stem 11 automatically "sna pped" f rom t he Lock·
Arvet and the fastenet' IS re leased from the gun .
The fastenmg acuon 11 completely automat•c and elim•nates human
error.
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FIGURE 1 FIGUR E 2 FIGUR E 3
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Butler Low Profile
LOCK-RIVET
... guarantees permanent
protection for panel-to-panel and
panel-to-structural connections
• Listed with Underwriters. Laboratories Inc . for
wind uplift resistance
• Positive-type faste ner
• Self-clinching in single operation
• Neoprene washer provides uniform, positive seal
• Made of corrosion-resistant aluminum
• Mai ntenance free
• High pressure clamping action eliminates
possible loosening
• Available with c olor caps to match wall panels
COLO R CAP INSTA llATIO N
Color caps are avatla leon ~:•po• ed loc R~vetc; on outst de
wall surfdCfS pre lint<h d wolh 81 ller T onf 515 color
fmi sh
IPECIPICATIOIII ··=-................................ .... 11.=:... .... : .. --· ........... ,.,.,..
III.Loak..ft.,._ .............................. . _..,. ...... ,_ .... .....,..._ ......
IV.~ ................... , ....... ............
V.M&.ello..ft ............................. .... ....... ~ ........ .. "'· ..................... ........, _...... .. • r • =-........... ,.,... ..............
PRODUCT DESCRIPTION
LOCK -RIVETS
Form No 2441R 369
Bwr:e r lto~old·"l Pro\iucll ,,. con lllll l lt U 111 11'\ll t e f '"-'•lore 1111 '"''"""'''0" co-li ·"•' lle••·ll II Wb1e ll IO ~11 1 11 11 "''1110111 IIOI •C e 81l01 e l ·f'l t l·l·fl l •1011C.I 4 tll ' COli
t•(l ~· ,. .... ,, Bwl ., a., ... ., •• , R .. u .. Ml <~ll h Ch.ll•f'll c.,...,. .. , !tot l •tu t IO'Ih)tll't l ... Pnnted 1n U .S.A
• ---------·-------
Choose from twelve compatible ,
architecturally approved
PARCHMl NT
BR O NZI
0 -
BUTLER-TONE " 515
COLOR FINISHES
GUlf BLUE
~~~"'""~,.. ~ .
F -
~~-
BURNISHfO GOLD
A 11 Ul GOlD BASIC COLORS SLATf BLUE
SlATl BLACK
Ill C:lllA 111111 ACCENT COLORS RUSSf T
f r r,tf!l.i nUS A
I
131C
"
(
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0
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SPEC IFICATIONS
I. SCOPE
A. This specoficatlon for the Buller -Tone 515 Finish System covers
the surface preparat io n, coating , phySical characteristics and
the manufacturer 's guarantee on the factory applied e•terioo
surface finish .
fl . SURFACE PREPAR ATION
A. Galvamzed steel shall be given a chem ic al conversion treatment
wh ich shall equal or excee d Government Specification Mll-C-
490A , Type I , Grad e 1.
B. Aluminum shall be given a chem ical conversion treatment in
accordance with Government Specifications Mll-C-5 541.
111 . CO AT IN G
A. After the conversion treatment , the exterior exposed sur face
shall be precision coated with Butler -Tone 515 thermo se tting
silicone-type finish to dry film thickness of 1 mil "'0.2 mils
over the entire material dime nsion prior to forming of panels .
B. Interior eKposed surfaces sh all be coated with a thermosett ing
alkyd color coat.
<.f•l /f(f ,.,..~ tl I ... ~,, ,.. ''• .,., &o,
IV PHYSICAl CHAUCT£11STa
A T e pl!ysoul c I! act••• ocs of uterooo coltong sholl PfOvide
rt$1Stance to f111urf throu h crx 1ng chec:ksn crazing, spot .
tong 01 loss of ldhesoon
The phySical charactenstocs of the eKte•oor colting shall be
measwed by the lollowong laboratory weather simulati ng tests
to obtaon te st oesults tus tof yong a manufacturers 5 year guar-
antee .
1. Humidoly ReSistance at 1 OO"F and 100% R.H.
2. Salt Spray Re sis tance-in accordance with ASTM -B-117.
3. Reverse Impact Resistance .
4. Resist ance to Accelerated Weather ing-In an Atlas Model XW
Sun Arc Weather -0-Meter in accordance with ASTM -0-822 .
5. Resistance to Ory Heat.
6. Abrasio n Resista nce.
C. Gloss of finish shall be maintaine d evenly over entire surface
at 30"'5 units as measured on a photovolt meter for pleasing
appearance , balance , reflectivity , and durability .
V. GUARANTEE
A. A guara ntee (Butler Manufacturing Company Form No . 0841 -Sl
shall be issue d guaranteein~ the factory -a pplied Butler -Tone 515
finish against failure resulting from normal exposure to weather
for five years from date of shipment.
SPECIFICATIONS
BUTLER -TONE 515 FINISH SYSTEM
f'flflled Ill U 5 A
I • •
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I
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________ g ~
COLOR WARRANTY
Butl er Manufactu ring CompanY warrants
ex posure to no rmal weather conditio n
(1) Cha lk (gradual erosion of th e ~m )
in o p eriod of f ive (5 ) years ~m
Tone 515 point film will b e offor
Chalk in ex <ess of the above meas
pay th e cost of repa int ing •n place any /ud
(2 ) Fade (color change of the f ilm) from w\11
IDL Color-Eye Model D manufactured by
of te n ( 10 1 years from th e date of shipment
measurement has occurred on Wa ll Pan els fur~sh e
re painting i n place any such Wa ll Pa nels in ace
Year after Installation
First through Fi ft h
Sixth
Seven th
Eighth
N i nth
Tenth
515 facto oy oppl oed film will not, as a result of
'n excess of ASTM D -659 -44 No. 8 rating with -
t. Th e galvanized coating under the Butler -
x t ended peri od. If But ler determ i nes that
Wall Panels furnished by it, ButlEr will
l seven (7 ) un i t s as measured by the
pm~oborotor ies, Inc .) within a period
at Fad e in excess of the above
ill oav o portion of the cost of
(3 ) Noticeably bl ister, chip, check , crock, flake or peel from roof or woll'g.lfnel
( 15) years from the dote of shipment. If Bu tler determines that any w al
Butler w i ll pay the cost of repainting on place , any svch wall or roof p
This warra nty is subject to th e conditions and ex clusions
which are incorporated as a pa rt of this warrant y
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CONDITIONS AND EXCLUSIONS
The &ut le r·Tone 515 Color Warr anty g iven by Butler
Monufoct~o~ring Com pany, (hereinafter called Butler) and
o•inted on the revene side hereof is subject to the
foll owin g conditions and exclusions·
l) There •hall be no lio b ilr ty upon Butler for any d e ·
feet or fa ilure descri b ed i n ih warranty which
arises from or is caused b y Acts of God, fa lling
o b fects, erection debril or damage, ealernol forc es
e•plosto n, fire, ri ot , civil commotion or och of war,
tod•ohon, air polluttOil, harrnful fum e s or foreign
su b stances in the atmosphere which ore ha rmful to
the material and whic h were not p re1ent to sub
ttonllolly the some exten t at the lime of erection o f
lhtt build ing .
0· Buller' warranty and ''' obllgot ion1 thereunder shall
not utend to a ny re painted , repair ed at replaced
material furni11hed b y Butler .
Jl Each Butler warranty lho ll eatend to the c rig .nol
owner only and i11 not transferable or o uignoble
'4) The Butler warranty lholl b e null and void i f the
build•nq ill moved from its original locol•o n
IS} T1tle to any molena! replaced un der a Butler war
ronty ~oholl pan to Butler
(6) The Sutler warranty •hall be vo 1d and of no effect
unleu
(o) But le r ,, n ot•lred '" wnhng ot l<on•os C•ty
Minourt, and the11e ""orronty docurnent1 o re p re
sented tog ~ther wolh the clor m of defect or
failure withrn thirty (30) doy11 of the d uco<~ery
Such defect or fo.lure ,hall be deemed to hovto
o«urted '" the year nohce ill gtYen to Bu tler
,b) The repoint•ng rep au1nq or reploc•rnenl is done
under the ulper~tilion Of w 1t h wn!len approval
of Butler
t7) Butler 11hall detetf'l•ne whether correchon of tt.e de
feel or fotlure 11iloll be b't' repo•r re potnf•ng or "'
ploce"'ent
{8) Wtth re11 p ect to any wolfonty on a Sutler Roof, thf'll'
shoJI be no l•obolity upon Butler fo r ru pture , 11huctvrol
fa,lure petforot ;on or roof leal1 p ertaining to a•
CaUled b y
{o) Scraping ""ol ~rng or tu mp•ng o n the roof or
l b) Any venh gutters, tum, llo1hing, connechont lo•
"9"' or fouta , l kyl•ghh, ma chinery, or th e honq
"'9 or lUl p end•ng of any weight in u:ceu of tkf'
of the de•ign tpecif ic o tions fro m th e roof
(t) Oefe ch 1n or lodure ol any port of th e foundo
Iron of the b u•l d ing
9 The wntten warranty of l utler lth fo rth t he only
worronty, e11preu or im p lied , u pon wh ic h a ny tole
'' mode and lutler 1hall not b e re11po"'i ble for any
.n d~rul or consequential do ma ge• or ony f urther lou
of any ... nd whohoever resulting from ~he def•ch
or toilur et set forth in ih worronty
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BUTLER TONE S 1 S
COLOR WARRANTY
0 \NNER
'ST REET ADD R ESS
CI TY AND STATE
BUILDI NG LOCATI ON
DATE OF C OMPLETION
BUTLER REG ISTER NO
l
aUTL Eit
~ IIAMUFAC:TUttiMG
COM .. A•Y
14 00 [Ill 131-Slleel , Klms Clly , MIS!OMfl 64126
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Kompak Building Details
STANDARD BUILDING SIZE
BASIC UNIT MULTI PLE UNIT
"D" Load "C" Loads "D" Loads "C" Loads
6'. 6' 6'. 6' 11'1 12'( 9'x12'& 9'. 12') 11 '112'( 9 x1 2 & 9 • 12')
6'. 9' 6'. 9' 21 ' I 12' ( 9 X 12' & 12' 112') 21'. 12' ( 9 • 12 12 • 12)
6' 112' 6' I 12' 24 ' I 12' (12 l 12 & 12 X 12') 24 ' I 12' (12 l 12 12 • 12 )
6' I 15' 6'115' 11' I 15' ( 9 X 15 & 9 • 15 ') 11' I 15' ( 9 X 15 & 9 • 15)
9' I 9' 9' 19' 21 ' 115' ( 9 x 15 & 12' x 15) 21 '115'19>15 12 ' 15 )
9' 112' 9'. 12' 24'. 15' (12 '. 15' & 12 • 15 ') 24 '. 15' (12 • 15 12 '15 )
9'. 15' 9'. 15' 30'. 15' (15 ' 15' & 15'. 15'1 30' I 15' (15 ' X 15 & 15 X 15')
12'. 12' 12'1 12'
12'. 15' 12' I 15'
15'. 15' 15 '. 15'
NOll: (Me rr 1 7T teft.ftarttl-eut tWiftl Hef it lnckttiH wlu-IICh
IN1NI1,. aMI ,..., M ~~~~~ '" anr well .
• •
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Wing Units
12 .
;f TYPICAL SM WING
!i 8"
I
J ..,
.c :!' ~-
1111 l A 'ii
::1: N
"' t 1:: -.:1 c:; -j
8'-il"lnside To Inside of F'-naes I 24'.()w For 24 Ft Wide Wing Unit
LR WIN5 UNIT DIMENSIONS
SPAN EAVE DIMENSION A 51RT SPACIN5 WIND HEI5HT TYPE TYPE TYPE 1 2 3 LOADS
A D c
I 6'-6111" , ... ,~ .. , ... ,~ .. 3'-6" x.v .~
10 1 '-6'~" 1'-6'~" 1'~~, 3'-6 " X,Y,Z_
10'-fl~· 10'-6'~" 10'-f"llo " 5'--6'' X,Y,Z
12 I ~ ---,_ -4'-7". -~,Y ,Z
12'-f"llo" 12'-6'~· 7'·3¥1" X 24 14 12'-6'~" 3'-6 " 5'-1¥1" v.z ----
11 14'-f"llo " 14'-6'~" 14'-f"llo" 3'-6" 5'·1¥1" x.v.z
7'·3¥1 " 7'-8" X 11 11'-f"llo " 11'-f"llo " 1&'-f"llo " I ~ 5'·1¥1" ,...,.--y''z
I 6'-1" 1'·7¥4" 1'-7¥1" 3'-6 " X,Y,Z
10 I ' -I " I'·H '•" 1'·7¥1" 3'-6 " x.v.~-
41 5'-6" X,Y,~ 12 10'·1" 10'-7~" 10'-Hio" 3'-1,.. 4'-7.,. X,Y,Z
1& 14'·1" 14'-7~" 14'·Hio " 3'-1 " 5'-1¥1" X,Y,Z
4 llltT IPACINI FOI INSTAU.AnON OF IAIH AND IIOOitS
A
24'-0" For 24Ft Wide Wine Unit
41'-0" For41 Ft. Wide Winl Unit
•
WIND LOADS:
1 =111'1F
Basic Building
F111me Y=211'1F I~ Z=211'1F
Basic Building Width
DIMEN ·
SIDN A
(All T,e$]
6'·5 ~"
1'·5 ~"
10'·5~"
12'·5 ~"
14'-5~"
U'-5~·
Sill WIN5 UNIT DIMENSIONS ___
51U SPACIN5 WIND
1 2 3 LOADS
J'-6" X,Y,Z
J'-6 " --r-xg_
5'-6 " x;--
3'-1" 4'-7" -
7'-3¥1 " r--X
3'-6 " Y,Z 5'-1¥1 "
l '""" 5'-1¥1 " X,Y
3'-6 "-4'·7" 3'-l v.'' z
5'-1 " 5'·1¥1 " X,Y
3'-6 " 5'·1 ¥1" 4'-0'' z
SM WING UNIT
NOT AVA ILABLE IN
48 FT . SPAN
BMic Buildinl
F111me
I •
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Eave No . of Girt Spltmt Wmd Remarks He iaht G1rt s 1 2 3 loads
10 1 3'·6" X,Y ,Z
fE[j}j} 1 5'-6 " X,Y
12 2 3'-6 " 4'·7" l
1 1'·3"'" X Wind Loads :
14 2 3'·6" 5'·91'1 " Y,Z X 15 PSF
y 20 PSF
2 3'·6" 5'·91'1" X,Y l 25 PSF DELUXE LINE
16 3 3'-6 " 4'·1" 3'-1 '•" l BUILDING 2 7'·31'1 " 5'·10" X,Y
20 3 5'·6" ... ,,. 5'.()" l DIMENSIONS
A
Ll .. loadt
'l'reme 1t PSI' l
-~ tOPS,~~~~IT~~~-j~~~~;--r;--;~~~~~;-~~ii~~~~~--r-~~-rr~--~~oc-o~c-~~-v-r~~
c
Uu IO a dt
I
D
llwe IOaOt
:;~:::~~-T~~ir~--rr--i~-7~--~-rr--;~~~~~T-,_-;~~~~-+-;~r-;r~or~--~+-~~~~~~-r-T----,
'Ava1lable In 25 ' Bays on Request
• • ' ----------.--
•
WIDTH
AND
SPAN
.... . ",..
....
4 t! ,.,
,. ..
4 @ W
"" . ,.,
.... . ...
'"' .. ~, ...
uo• .....
-
il/JJ!i!JJ
BUILDING
DIMENSIONS
GENERAL NOTE : All d tmenst ons shown are clear dimensions and
provide ma ximum clearance to the nearest one quarter ( 1/4 ) of an i nch .
w > : A B
4 SPANS
c C, c, D E
12 l 'h"' IS\., .. 10'·~" 15'·1" 12'·9""" 151" 4'h" 4\.,,. 2"·11'" --------
141 I Va " I SVJ" 12'·5¥11" 17'·1" 14'·91h _.. I Y' 4W" tW 2'·11"
16 '""'" 15th" 141 '·5~" 19'·1'" 16'-tlh" I S"
12 '""" tl\'1" tO'~ t7'·•" u·-u ~.... •" """ 4W 9'·10"'
16 1111" 11 \'1"' 14_' ... __ z_l '_-'_" _17'·11 ~" 21 "
f-;-f;-v,. lllh" 11'-0"
6\l'a" 6\'\10 1'·10"
WI:" lVI"' t'·10" ZS'·4" 21 '·11 ~· 21 "
u 1"-• u~,... 10'41" 1s ~-u • tth"
t• •~~· u.~ U '¥ u ·~· t•·~·
16 IIJ" lQI),. 1J 4 1,.~ 22 ·4" 11-11•" lfi" 6\1" 6l.t" I 9~1"
....
• @ ,. •
, ... .....
B c
& SPANS
C, c.
'Availa bl e In 25' Bays on Reque st
c. D D, D, D, E
12'·10" 151'
:r: 20 I I l" 15....,... ll'·l \'J" 27 '·9ll" 24 '·9"1'" 21 '·51/t" 11~'1" 6\.')"' ,....,,. 6\'1'" 4'·0" ~~----~+-------------------------------------------__,
~
p
Ill' .....
, ... .....
~---------------------1
-
-~
16 lin" 11'-Y 14'·1~" U '-2\V It' tlW" If "~"' lf'Y iW" IW 6'-V Y-cr
20 I W 111,\11 11'·1~"' n •-M• U'·liW W·~ lMo'r' 6'¥' 1\¥" ~ l '-0"
--1--
16 I W 21 \l" ll'•ll" uz ..
w ~----~+---------------------------------------------i ~ ---
• ------------
•
w .
~
WIDTH ••o SPAN
...
·~,..
...
l ~ ...
100'
2 ~!1 '
Ul' 2_ ...
...
2 JO'
...
l (ii &O'
111' ' ...
"r ' ...
0 -
For girt spa c mg see LR "Building Di mens1ons" Chart .
2 SPANS
A B c C, 0 0 ,
12 10'·~· 21 '-1" 1~ ......... ------
14'·7" ....
" 16'-7'" ,. ....
"' 20'·1" ,,. '"'"
t5•z" u 1'2" 16 '·9~:r"
211 J"
lllh" ...... U '·l~" ..... ....
IIIla" 12'4" 15'-U•'" ..... .... ----
14'-0" 17 '·1~· ..... ....
lll'J" ..... 6l\"
E
2'·11* -
2'·11"
2'-11 "-
2'-11*-
5'101) ..
9'-10"'
9'-10"-
1'·10" ...... -
12 ,,, .. 2411" 9 ·9" tJ -I•a• Jtt," ,,, .. t '·t•2• .. ,,,, ..
" 11 '9" 11 '1 11" ,_,., ..
20 II 1" 241 2" 17 9" 21 ll 1'' 1111" 6!1" 9' 9~2"
12 l lh" 15~\" 10'·5-l•" ll'-1" ISV•" 41h" 2'·11"
lSV." 4111:" 2'·11"
" ll<)* .... 2'-IOI.Y
"' .... ""'" 2'-l!WI*
11 a•,· te •~· to ~ .. .. ., .. 11•7" 110"
•• ... 5101•' .. ...
" 1\r"' ""'" ..... -.. 11 '-9" 14'·10J..4 " Jl~· .... 11·10" -
" 1)19" 11'·101.•" .. ,. 1'·10"
l h" ,.,,, ..
,,.,. •... ,,,, ..
l'
"' "-~
3 SPANS
WIDTH ilol%
AND :>c.a
SI"AN :~ A B c C,
12 . .... IIY'I" . ... .. . .... . ....
J @ U '& •• '"'" ....... ll' .. lh" ---------
. .. . . .. ...
. ...
J ~SI'
. ... ' ...
....
l U 4
1W ' ...
. ...
'""'
111' ' ...
..
" ..
16
"'
" r-
'"'" lllh" 11' .. \oY
ISl:r"
,,, ..
lllJ'" 11 -ll•" .... 10'-0" ----
14'-o"' -1-----'"'' ..... "
"'
"
16
"'
" ..
" -..
" ..
16
"'
ll -
"
"'
"
"
"'
•
....
,,
,,,.
....
'"'"
111'
.. ... 11'-0"
241, .. 9'9"
ll 9''
..... l i '4W'
100" ... ...... .....
11.0 .. ...
.. ... ...... 11'9"
....
22 ..... ., ..
22 '11 11"
16 '~·
202'a"
2421,•
11 '~~· .......
14 10'
I 10
1110"'
u 10
2l , ••
c, 0 0 ,
16'-11 \oY n w• ....
11-111" 16''"
ll'·IIWr" 41-a "
11'·10h'· ''""" '"''
Zl'·IO\.,. I IV." ....
l4.fi"
ll .fi"
22-6"
..... . ... .. ,.
"'•" .. , . ..
611'
21 }I~
21'-'" ....
zn .. • .. ..
21\4" ..... ....
II 1 1~" "' u J l ~ "'
----~-------
I
-
~·..,1 IIIII I ~k l . II ~
• • 8" ~A ====~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!.!~'
F G E
-----+----,---c __ \_
Width
Bay Spacings-20' or 24' ·
Eu a No . of Girt Spacina Wind
Ht~&ht Gtrts 1 2 3 Lo1ds Remark s [[J[J 10 1 l '-6 " X,Y,Z Wind lOJdS:
1 5'-6 " X,Y,Z
X 15 PSF
12 '2 l '-l " ··-)• X,Y,Z y ZO PSF
1 l'·l ~" X z Z5 PSF
14 2 l '-6 " 5'-H o" Y,l
)
16 2 l '-6 " 5'-!Wo" X.Y.Z •G irt spac:•n1 for
2 l'·l'lo" 1'-0 " X tnstallahon ot BUILDING
sash and doors . DIMENSIONS zo l l '-6 " 5'-9¥1 " 5'-0" Y,Z
NOTE : Fo r Typ ical Pu rll n Spact n g See En t+n ee ,.n& Properttes.
c .. ..-._.,_, "" un Mill in "" U Yl "''''n
.. ....... l '·lJC." .... .. .-..11 .... ... . ...... ,,. ....
• A I "' u .... 101 ..
1 .. .. ....... llJo,• 1 .... 1'4li,"W•• I "'' .. .... ......
l.tve to•d• ,,.,... """ "· ". 11-4 .. ,. ... .. ' .... t6 PSf .. I·· .. "'"" 1 "-' ·-·1 .....
'IIJ ..,.LOH tti PSf ... -zt-.·
c I• , . ...... 1 .....
Lt•eloe d• ···-alttl .. .... J0 PS f l r r .. ._. . , ...... ,, .,
W-LOd toltSf r ,.,.. 1 ..... tt m•·
' "' I '
0 r I·· .. ..... l'lll." r.-·,..m•· ... . .. " Ltnloe d • [ I r .. .. ,"' . 1 ..... ....... , '··-Ill\· .... to .,,,. "
'Avatlable In 25' Bays on Req uest
• • ' ------· -----
•I
•
II~Sf
Jt oot tOPSf ..
Wi ... L-• tOPSf
c
. ...
•• .~&·-~· ,..,..,~
'10 6 It',"' I'"'
•· »'-m ·t~·
I ~ Ut" 19'1 21J
•Avai la b le In 25 ' Bays on Reque st
•
•
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...
No . GIRT S PACING
bve of loads REMA RMS ,
Hetaht Gu1s I 2 3 4 Wind
10 1 3"·6" x.v.z
1 5"·6" x.v.z Wmd Loads : 12
"2 3"·6" 4"·1" x.v.z X 15 PSF
1 l"·H> X y 20 PS F
14 z 25 PS F
2 3"-6 " 5'-91 1 v.z
16 2 3"·6" 5"·9\1 x.v.z
2 1'·3'10 " 1'·0" X
20 •Girt Spacina fo 3 3'·6" 5'-91•" 5"-G" v.z
installa t io n a
3 1"·3'10 " 1'·0" 5'·0" X ush and doo rs 24
4 3'·6" 5'·9'10 " 5'-G " 5"·0 " v.z
NOTE: For Typical Purlln Spaci n& See Ena.neenna Properties.
r .r •"'·
. . j ... -.. .,.
" ...
""' .....
1/'"J
11"-t·
l.S.. II
14n U"'lMliSMT
llllil'91'-ll'M'It-II'"-' I~ IIIW. t •lM 'tl"~· U'il'll'll•ll' J.6·~'1t11ot'
1..' .. 1111.,. ltiOio't 16 10l'.
•
il!!J
BUILDING
DIMENSIONS
)4 nUV£M[I$M1
.. • •.a •. , .t •• l4 4"
u-. '""""" ••· '"""'' 12'-"lt-nto· ,. ... tt-no.·1 ioj
ll "n) 20 ,,.,.,. ,..,. Jl lO ,..,. 24 \Ol-1'1]111"
llloo 16 n.• .IOlot'IO'·lC!\'1 l~"W ·1"'-" 2" 10\ot'JI'·IO'tj
o\ ~~ 11 ,. »tO'o't H\1 Jt iCJIIJ 'l'!l r· l t l~~~ot txr I
,,.,..,. ""'"iD"..t' D'""'"
t~ot u1 nn-. ~
Molo "lr•· •.arota • M 'lt-4' a.--.· J
..,., ,,, a ,,,., 11 • 2•-»• n~
U'-\rl'-". -.·IY·""'" U'tll'll IW" lt'ICI'ot"tJ'~·I
U 16 ,~,• 10IOL-1 20 11)1.1 II 10' '"' i4llllot'o4 1(11, I..C
,
-
T here i s a Metallic building to fulfill every need.
Dr• you need a buoldmg 6' x 9'7 • 240' > 5.000' . 8' hrgll'
20' hrgll' ... or 50m t hrng m be twe n' It so, Metdll rc has d
huddmg to f tt you r r Qlllremcnt~. Dts tlnCt Jve-ve rsa til e re-
liabl buil d rngs that have been trme-t es ted and proven t11rougi1
yetlr<:. o f o p ra t 1on 111 every part o f th e country and under all
k111ds o f condtttons.
I a iii e's full lme of ove r 2500 quali t y bu il drng Si zes have
Wrng unr t s fo r Metallic buildmg' are available 111 span s of 24'
1nd 48 ", f or mor f le>~bl d Sign and reat r economy
On Meta llic bu ildrngs, 2-l' wrngs can be added t o ertil r srd o f
General Descri pti ons
KOMPAK : Small. f la t r f udd1r.~ clvadablp 111 s1ngle and mult i·
r'P unt St z r~ fr m1 '· :.. 1) , 30 Tt1e <'d e hrt~h t 1s '6".
Auls~crv ttern., urt ac;, d r~ •. md 1v nd .·.~are avdllable. Kom·
P~•k" o_~rt~ .d•·J t r l ,,
· l'dv t'elf;hts r •rr
T hP <;,l dndard tncreml·r·
~ec t 10n columns mdkt.: t
ou t t he 111 tenor
RF (Rtg td Fram e): Th np ·~ (t •. 'ldabtt• 1r1 clea r ~pdn wtd t h o f
30' t o 100'. The eav hergh ran ~ rom 10' t o 20'. T11 41,. t o 12
been carefully nr.meered and des1gned by reg•stered engtnt:' rs
All buddmg compcnen s are manufact ured t o t he h1gh st
st andards of quality and all are dvadable w1th t he new MPtdlhc
"262" 5 yra r color guaran tee Ma ... tmum ve rsa !tty tS 1tter<JIIy
destgned tn t o VE'ry butldmg component t, pr0 1d the fh:'
bdtty to fit you r bulldmg reQUir ment s a t a pnce thett will
'>UJ t your bud et
t he bast e butldtng 1n se n es. For LR butldtni!S, '" add1 on to 24
wrngs, 48 ' w1ngs are avallabl r at de. rT"Pn o l·t t f r or
sr des.
roo f slope o ffers addr t ronal peak h 'Rh for 'torag r ~ntrlatron
where reQutred.
LR (low Roo f): T hrs ve rsa I
span wrdt115 of 40" to 120·
24' and t ile roo slope rs 1
economtes ..-.her ....,1d£· c
ture comb tned 1v 1t h t he
LR burldmgs apph<dbl<·
t nal appllca t •on~.
LRM (low Roof Mod ular ): Thts · nc •S ~~adt~blt n ,,1d s fr,:.m
60' t o 240' Eave he rgh t s rang fr ' 12 (, ca Thl r,,cf sl p IS
1 t o 12. l n t nor columns a r available n '-f:.,.(.•r,tl s andard
spa ctng arrangem nt s o provtde max• mum f"CODomy ,lnd 1 your
bust n ss needs
B uildmg Widths
LRM 1
lOW ROO f MODUl AR ---------------------
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The Modern Way To Build -
METALLIC Building Systems
Style. la st1ng per formance. economy, low mainte-
nance th ese are the fea ture s that make a
METALLI C buildmg a good mvestment.
METALLIC 'S v rsa t ile designs let you plan the exac t
building to fit your requi rements of space and style .
Collateral materials suc h as brick, ston e, glass and
conc rete ca n be beautifully blended w ith METALLIC
components to achieve an elegant, pe rsonalized
des1gn .
Your building will go up fa ster -get you in business
so one r . Fa st const ru c t ion time means lower labor
costs-savings for you .
Providing the steel
building needs for the
nation's businesses
and industries
A few of the companies that have purchased or are
c urren tl y using METALLI C BUILD IN GS in the i r ope ra -
t ions are listed b low :
[ ' Alli s Chalm rs Anchor Hoc king Glass Co r p.
[ A & P Stores The Aus in Company [' Brown &
Ro o Cam ron Iron Work s Ca erpillar Tra c tor
Corp . Celanes Corp of America Ch ry sle r Corp .
r Coca Cola Bo !ling Co Dow Chemical Company
Do Corning Company Dowell LJ Dr . Peppe r
Bottling Co Fires on Rubber Co . ., Ford Mot or
Company General Motor s Corp . 0 Goodyea r
[ Grant's Stores r Gulf Oil Corp . Hughes Tool
Co. Humble Oil & Refining Co . L IGA Stores
r International Harv ester L J1m Beam Libby -
Owen s-Ford , Liberty Glass ' Mi c higan Consoli -
dat d Ga s Co . Mon sa nto Chem1cal Motor Wh el
Corp . Nat1ona1 Ca rbon Co N1agara Chemical
Northern Natural Gas Co . Olm Math 1eso n
Chemical Company Overhead Door Co Phelps
Can Company Phillips P trol um P1llsbury
Company P1ttsburgh Plate Glass Reed Ro ll r
B1t Co Rohm & Haas Chem1cal Corp Ro al
Crown Cola Ryder Truc k Line s SeJrs , Ro buck
& Company Shell 011 StJndJrd Oil Co Starck
Van Line s Stokely Vdn Camp Sup nor Oil Sun
011 Company · T nnr•sse~ Gas Tran smi SSio n Co.
[ Texas Eil stern Gas P1p line [ Todd Shipbuildmg
Tran scon tm ntal GJs P1p lin U. S Gypsum
L Uni!Pd Rubber Un1vPrsal HydrauliC
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METALLIC'S networlf of
FRANCHISED BUILDERS.
METALLIC and its FRANCHISED BUILDE RS
stand ready to assist owners, arch1tects, engi-
neers, and constructors m general m any way
possible with their specific build1ng requ ire
ments.
Standard pre lahr ated t •wtdmg components are
made and w,uehou'ed t·y METALLIC to assure qwck,
exped ent del~>ery lor thousands ol customers wh o
reqwre qual1ty mateuals. made accurately and de
livered to thf'•r JCh sJte ready l or last . ell•c•en t er
twn .md early JOh com ple tion Muy we serve you'
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This pressure shall be considered to act either i nwardly or
ou twardly .
2.3 Design Load Combinations
2.3.1 Types "A" and "D" Buildings
DL+LL
DL+WL
3. STRUCTURAL FRAMING
3 .1 General 3.~ \ie~lla~!~~/ne<nbers shall be shop-fabricated lor bolt·
3.1 .2 Pr imary structural framing shall incl ude the transverse
rigid frame. wing unit raher beams and columns. canopy
beams. intermediate columns. bearing end frames. endwe ll
columns . anct wind bracing .
3.1.3 Secondary structl6"al fram ing shall include thepurlins.
girts. eave struts, flange bracing, sill support, clips, and
other miscellaneous structural parts .
3.1 .4 All hot-<olled steel sheet, plate, and strip 1 /8" thick
and thicker shall conform to the requ i rements of ASTM Spec·
•
~!cti:ooo A~~-A~i'i.':ft ... ~~~~ t~~~~::d~rf~~~s.r'd.':.~ 'f'i~!
thick shal~ conform t o the requirements of ASTM Specifica· ~~ :S~2u~~~~~~;~.;: 2~·~'i.?"se6~~~:S~tPhrves~i~i~~~
cl'~I:~~~po~~~ ofG~?v~f!la~t"'!~~i~e~~l"st~~~t~~~
lramin!J. merrbers shall conform toASTM Specification A~46,
Grade A." 1.25 oz. coating class .
3 .1 .5 Pipe for columns and other structural uses shall con·
form to API Specification 5l.X~2 (42,000 psi yield).
3 .1.6 Unless otherwise speclllad, the minimum thickness
of framing merrbers shall be as follows :
Cold-formed primary framing members ........ 14 gage
Cold-formed secondary framing members .... 16 gage
lntenned iate pipe columns ............................ 12 gage
Webs of welded bullt·up members ................ 1 /8"
Flanges of welded built-<Jp members ............ 3 /16"
Bracing rods ···············································-··· 1 12" diameter
3 .1 .7 Light gagecold·formed sections shall bemanulactured
by pracision roll or brake forming . All dimensions shall be
true. and the formed member shall be free of fluting, buck·
I ing or waviness.
3 .1.8 All shop comections shall be by welding in accord·
ance with the AWS "Standard Code for Welding in Bu i lding
Construction.• Welders and welding operators shall have
been previously qualified as provided in this code . All
flange towebwelds ehali be continuous submerged arc f illet
welds. Other we l ds shall be by either the submerged or the
shielded arc process. Bun welds i n flange end web plates
shall be lull penetration.
3 .1 .9 All f i eld c onnect i ons shall be bolted . Bolts shall be
machine bolts conforming to ASTM Specif ication A.J07 or
ASTM Specification A.J25 as shown on the Drawings . A.J25
bolts shall beti ghtaned by the turn of the nut method. Where
requ~red, connect ions In sec ondary members shall be made
w i th s 1al Y." oval heed, h i gh strength bolts with hex nuts .
~~ lt~"rr:::-':.;.~: '! ~~~.:~w:~:~~~nectlonS shall be smooth
3.1.10 Ali framing members shall carry an easi l y v i sible
1dent1fy i ng mark, e1ther s tMiped, stenc iled or painted .
3 .2 Rigid fr•,.•· Wing Unit Fr-o. Cenopy le8m0
All members shall be welded, bui lt-<Jp, "I" shapes, either
constant-<lepth or tapered.
3 .3 le•lng End Framu
Sear i ng end frames shall consist of columns at the building
c orners and a c ont inuous rafter beam supported by the end·
wall col umns.
3 .4 Endwoll Columna
Endwall col..nns shall be 8" deep cold-formed ·c· sections
or welded built-up "I" shapes .
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3.6 Purllna .,d Girts
Purlins and girts shall be roll-formed •z• sections, 8" deep
with 2Y." wide flanges and stiffening lips. Stiffening lips
shall be formed at an angle 50° with the flanges.
3.8 Eave Struts
Eave struts shall be unequal flange ·c• sactions formed so :~ t~ ~~~~~gs;::~~te backup for both roof and wall panels
3 .7 Wind Bracing
Wind bracing, when required, shell consist of diagonal rod
bracing and shall be provided In both roof and sidewall i n at
least two bays. Double roof purl ins, inter~onnected by dia·
phragms, shell be provided between the rigid frames at ai I
points of attachment of diagonal roof bracing. Fixed base
corner coh.mnsor other suitably designed bracing may be used
In I i eu of sidewall rod bracing. Wind bracinlj in the roof
and /or sidewall is not required where the diaphragm strength
of the roof and /or wall covering is adequate to raslst the ion·
gitudinal wind forces.
3 .8 Fl-Bracing
The inside flange of all r igid frames shall be braced l aterally
by angles connected to the flanga and web of the frame and
to the web of the pur lin or girt so that the allowable cornpres·
sive stress is adequate for any combination of loading.
3. 9 Baoe Support
A cont inuous member shal l be provided to which the base of
the well covering may be attached . Th i s member shal l be:
a. A 14 g"'le galvan i zed angle secured to the concrete f l oor
w i th adJuStable galvanized clips anchonad w i th hooked
bolts.
b . A con t inuous 18 gage: 2.0 ounce coating class. galva-
nized, box-shaped member cast integrally w i th the con·
crete foundation.
3.10 Framed Openings
Structural framing merrbers for all openings shall be adequate
lor the specified design loads. Framing members wh i ch are
exposed to weather shall be galvanized steel.
~~~~~Xf~~:~ Joints (r equired when the building length ex•
Expansion joints shell allow adequate expans ion and con·
traction of all longitudinal merrbers end roof and wall cover·
i ng. The joint shall be flashed and counter-flashed to insure
weather tightness.
3 .12 Pointing
All structural fram i ng members, which are not galvan i zed, sha ll
be cleaned to remove all dirt, Qrease, oil, and loose mill scale
and g i ven one shop coat of zmc chromate i ron O)(lde primer
con form i ng to Federa l Specificat i on TTP-636b.
4. ROOF AND WALL PANELS
4 .1 Gonerol
4 .1.1 Typical roof, wall and i nterior liner panels shell be:
a. (26. 24 or 22 ) gage galvanized steel ribbed panels.
b . 0.032-inch th ick stucco embossed aluminum ribbed
panels.
4 .2 P.,ol Material a
4 ,2 .1 Material for galvanized steel panels shall conform to
ASTM Spac l fication A~46, Grade A (33,000 pal yield) 1 .25·
ounce coating class. except that 26 gage for r i bbed panels
shall be Grade •e• (80,000 psi yield).
4 .2 .2 Stucco errbossed aluminum for ribbed panels shall bA
0.032 Inch thick Aicled alloy 3004, H174 temper conform·
i ng to ASTM Specificat ion B-209 .
4 .3 P-1 Conflgurolion
4 .3 .1 Panels shall have 3/4" deep r ibs taper ing In width
from 1" to 2-112". spaced 6" on centers. The flat width be·
tween ribs shall be 3·112". Each panel shall provide 36"
wide net coverage.
4 .4 Feet•-•
4 .4 .1 All self-tapping sheet metal screws shall be typa"A"
conforming to A .S.A 818 .6. All.14 sere-shall ha~plain
hex heeds and •10 acrews shall ha~ slotted-hex -•her
heeds. Where required for weather t i ghtnesa, tho •14 aero-
shall be equipped with 6/8" diameter metal and neoprene
washers.
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4 .4 .2 Sc rews end mete\ washers :
a. Fasteners for Rlaln galvanized or v i nyl coated pane ls
shall be 0 .0003 inch (minimum) cadmi um plated stee l,
coated with yel low dichromate after plating.
b . Fasteners foralumi numor262 color-coated pane ls sha ll
be Type 305 or 410 stainless steel with aluminum wash·
ers .
4.4 .3 When well panels ere color-eoeted, ell vis ible wa ll
screws end metal washers shall be color-coated t o match.
4 .5 Sealer
Sealer for side\ops, endleps end flashing shall be 1/2" w ide
by 3 /32" thi ck, gray, asbestos fiber-filled, pressure sensi t ive
tape. The sealer shal l be non·Bspho\tic, non-shrinking, non·
dry ing. and non-toxic and shall have superior ad hes ion to met-
als plastics, and painted surfaces at temperatures from -10 °
to +1 40 °F. The mater ial shall hove a flash point of at least
300°F., and she ll not flow at 200 °F.
4.11 lnatallal\on of Roof and Wall Panel•
4.6 .1 Rooftcanels shell be continuous from r i dge to eave for ~~~Wb":sa ~;nf~~~oroi~~~· .:1~:'fo~'1~\~~a~'!. ',~ui~~i~~~~
roof slopes end shel l occur at a roof purl ln.
4 .6 .2 Si dewa ll panels sha ll be conti nuous from the eave line
to 1-3 /4" below the column bose plate .
4 .6.3 Endwa\1 panel s:
a . For buildings with 1 :12 roof slope, endwell panels shell
be conti nuous from the roof line to 1-3 /4• below the
colunn base plate. except where the required panel
length would exceed 27 ', In wh ich case the panels
will be spl iced at the eave line. Al l panels shell be
square cut .
b. For build l ngswith 4-1 /16 :12roofslope,endwall panels
shall be cont inuous t o the eave line. Gable panels
above the eave l i ne shall be continuous to the roof line
and shall be bevel cut to correspond to the roof slope .
All endl aps for endwall panels where required she ll be a
minimum of 4" and shal l occur at • wall g i rt .
\!li·t~ aB~~t~ns~g~~i ~1Y.i,~ ~~~~',::'~\:.nels shal l be sea led
4.6.5 Roof and wall panels shall be secured to Intermed iate
framing members with #14 sheet metal screws at a maximum
~r.f1in~e ~· ~2·. At end laps, the maximum spacing of screws
4 ;;9~ ~~~~e~p~~e 0;ib~\tR"~fls s~~::' ~:t :t~~~~st':to~g::,..t~i~
mum spacing of 12 ". Side laps of well panels shel l be st i tched
through the high flat of the rib with #1 0 sheet me t al screws
at a maximum spacing of 1a•.
4 . 7 Flaahlng, Cloauraa .,d Trim
4 .7.1 Flashing and /or tr i m shall be furnlsl\ed at the rake,
corners. and eaves: at framed openings. and wherever net-
essary to prov i de weat her t ightness and a fin ished appear -
ance .
4 .7.2 Galvanized st eel for flashing, metal closures, trim and
other miscellaneous uses shall conform to ASTM Specifica-
t ion A-361, 1.26 ounce coat ing class.
4.7 .3 A formed panel match i ng the slope and profile of ed·
joining panels shall be prov i ded along the building ridge.
4 .7 .4 Solid or closed ce ll, preformed, rubber or neoprene
closures matching the prof ile of the pane l shall be Instal·
led along the rako and /or eave where required for weather
tightness.
4 .8 Co\Of Flnlah
Unless otherwise speci f i ed, all roof and wa ll pane ls , flashing,
tr im and other e<posed gal van i zed stea l surfaces shal l be
color-<:oatad . Color &hall be as s pec ified by owner . Co lor-
coati ng system shal l be:
a. Viny l cc;ating
b . 262 f i ve-year guarantee coat ing
(Appl icat i on and performance specifications for the above are
ovo llllble upon request.)
5. ACCESSORIES
5.1 Hollow Metel Swing Doota
6.1 .1 Door leaves shall be 1-3 /4" thi ck, full flush, fabr i-
cated from 20g-galvanl zad,m lll bonderlzed steel sheets .
20M 2·4
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1. GENERAL
1 .1 Scope
The building shall i nclude all primary and secondary struc-
tural fram ing members, connection bolt s . covering, skyli~ht s .
windows, doors. flash i ng, fasteners, closures, sealer, tnsu-
lm.ion and other miscellaneous i tems as shown or called for
in the Drawings or Spec i f icati ons .
1 .2 Deacrlptlon
a . Clear span buildlngs-"LR," "RF" end "SM"
The building shall be single-gable, rigid frame type, w i th
primary transverse rig id frames being clear span.
b . Modular frame bui\dings -"LAM"
The bu ilding shall be single-gab\a,rigid frame type, w i th
primary transverse frames support ed by i ntermediate col-
umns.
1 .3 llu\ldlng Nomenclat .. a
1.3.1 The building "Width" and "Length" shall be measured
from inside to i nside face o f the wall cov e r ing.
1.3.2 The bui \ding "Eave Height" shall be measured from
the bottom of the base plate of the rig id frame columns
to the i ntersect ion of lines representing the inside of t he
wal l cover ing and the inside of the roof covering.
1 .3.3 The "Roof Slope" shall be:
•·1 ~~!)1se for each 12" of horizont al run, ("l.R ," "LAM,"
b. 4-1/16" of rise for each 12" of horizontal run, ("RF "I
1 .3.4 Thc"BaySpecing"betweenframe cent er lines shall be :
a. 20', 24'. or 25' ("LA ," "RF," "LAM" I
b. 16', 20', 24', or 25' ("SM"I
1 .4 Dr-lnga
T~sb~~'!'rn;'!~~~~t~~;:~:::,.~~~~;:;w~':.~d<;;:W.i~,~
framing. transverse cross·sections, covering and flashif'!9 de·
tails. and accessory installation details to clearly ind1cat e
the proper assembl y of all building part s.
2. DESIGN
2 .1 Ge-al
2.1 .1 All str uct .. al steel sections and welded plat e mem-
bers shall be designed in accordance w i th the latest edit ion
of the A\SC, "Specificat ion for the Design, Fabricat ion, and
Erection of Steel for Buildi ngs .•
2 .1.2 All I ight -cold-formed , structural members and ex·
terior covering shall be designed i n accordance w i th the
latest edition of the A\S\, "Specification for the Design of
Light Gage Cold-Formed Steel Structural Members . •
2 .2 O.algn l..oolda
2.2.1 Roof Live Loads applied t o t he horizontal roof projec·
t ion shall be :
a. Type "A" Bu ildings
1. "LA," "LAM ," end "SM" Bui \din s
0-200 Sq. Ft . Tribut"'Y Are-28 psi
20<Hl00 Sq. Ft. Tributary Area-16 psf
Over 600 Sq. Ft. Tributary Area-12 psi
2. "RF" Bui \dings
~00 Sq, Ft . Tributary Are-1ti psf
Over 600 Sq. Ft . Tributary Area-12 psi
b . Type ·o· Bu ildlngs--20 psi
2.2.2 In th e desl~n of pr imary framing members, wind pres-
~na~:~~~ 'H'J'c~~ ;:btrc"~~~~~N~:O"o~i<~ ~~1 .~ur~:-,::
design w ind pressure shall be :
a. Type "A " Bu ildings
1. "LA" and "RF"-20 psi
2 . "LAM " and "SM"-15 psi
b. Type ·o· Bui \dinga-25 psi
2.2.3 In the design of wall components, including girts and
wall panels, the design w ind j:l'essure shall be :
a. Type ·x· -15 pst
b. Type •y•-20 psi
c. Type ·z·-25 pst
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~~e~~= c~:''wr:hv~ ~i~~u~8~~u~h 1 ~t~~~~t~mJfe.[!"~i~
5.1.2 Door frames shall be heavy gage galvanized steel with
reinfCM"ced recessed hinge plates. Jamb B)(tensions shall
be furnished where required to provide secure attachment
to the wall framing .
5.1 .3 Doors shall be furnished with cylindrical lock sets as
manufactured by the Falcon Lock Company. Lock sets shall
be :
a. Standard. "E" Series
b. Heavy Duty. ·x• Series
5.1.4 Eachdoorleafshallswlng fromthree(3) 4-112"x4-1 /2"
galvanized steel, intet"locking, template butt hinges.
5.1 .5 Door leaves shall be shop-painted with one coat of ~~:jdb!~~ ~':r~~ar~f ~~~e~.r 8~o.;70 ~r1 ~mes shall be color·
5.1.6 Door frames shall be equipped with an extruded alu-~i~;it?: v!~~h:ra;':f.a continuous vinyl insert to provide
5.1 .7 The threshold shall be an extruded aluminum shape to
provide positive .....esther seal.
5.2 Sliding Doors
5 .2 . 1 Sliding door leaves shall be constructed of bolted steel
framing covered with panels as specified for the walls. All
exposed framing shall be galvanized and the door leaves
shall be adequately flashed and counter-f lashed for weather
tightness .
5.2.2 The leaves shall be suspended fromagalvanized steel
track by dual-wheeled,.,ll,alvan ized stee l. permanently lubri-~~,i~~:::J ~~~~~nter~fr.,~~br:~.ts and trolleys shall
5 .2.3 The door shall beequiPPBdwlthacast alurninum handle
and slide bolt latch asserrbly which permits padlocl<ong from
either inside or outside of the buildong.
5.2.4 Sliding door jambs and headers (when required) shall
be cold-formed channel sections having one standard shop
coat of prirrer.
5.3 Wlndowa-Aiumlnum
5.3.1 Aluminum windows shall be specially designed for in-
stallation with the exterior -11 panels and shall conform
to AAMA SpeclficationA-1 . Windows shall becompletewith
latch, removable half scr-.s, --stripping, and pro-
visions for installationof storm sash . They shall be factory-
glazed using vinyl glazing beads and shall be back -.~de<~.
Single-hung sash shall be spring counter-balanced.
5 .3 .2 All structural IT"08fTbers shall be extruded aluminum,
6063-TS alloy, minimum 0.062" thick .
5.4 Wlndowa-SINI
6 .4 .1 Windowsshall becomnercial projected with angle sec-
t ion frame and ventilator bars and tee section muntins. Sec·
t ions shall be not less than 1-3 /8" deep and 1/8" thick,
and shall be hot..-olled from new billet s-1. Frame and
ventilator corners shall be mortised and tenoned, or -lded.
5.4.2 Ventilators shall be balanced on two bronze-bushed
steel supporting arms attached to the frame and the venti·
lator with steel shoulder rivets. Windows shall be held in
the open position by friction provided by coil spring-loaded
bronze shoes sliding In the jambs.
5.4 .3 Windows shall be complete with cam action locki ng
handles. chain and push bar . Windows shall be bonderized
and shop-peinted with one coat of gray primer. Windows
shall be field"1jlazed.
5.5 Skylight P-Ia
5 .5 . 1 Glass fiber reinforced polyester sky I ight panels shall
be :
a. Type I, structural (general purpose) conforming to com-
.,.-cial standard C5-21Hi7 .
b. Type II, fire retatdant, having a butning rate of 0.2"
per minute tX I e s s when tested in accordance with
ASTM Specification D 835~T .
Z.OM2·S
I • •
5.8 Eave Gutters and Downspouts
5.6.1 Eave gutters shall be 24 gage galvanized st eel, box ·
shaped. The gutter aJ)'on shall extend under the roof panels
to rrovide positive counter~flashing. Th e outside fa ce of
the gutter shall be supported w i t h 20gagegalvanized straps
to the eave member at a maximum spacing of 2'·6·.
5 .6.2 Downspouts shall be 26 gage galvanized steel rec·
tangular shaped. Downspouts shall have a 45-degree elbow
at the bottom and shall be supported by attachment to the
wall covering at 10' maximum spacing.
5.7 Insulation
Insulation, when required , shall be blanket type f ibergla ss
with a vapor barrier adequate to sat isfy bu ilding occupancy
requirements. Thicknessand density shall satisfy the required
·u· factor .
5.8 Vantllatora
Ven tilators shall be gravity type, fabricated from galvanized
steel, and shall be:
a . Continuous. furnished in 10'·0" lengths. Splice plates
and end caps, where required. shall be JJ'OVided to make
up the specified length . Continuous ventilators shall
(not) have dampers. Dampers shall provide an adjust able
opening at the throat and shall be of the manually-
operated:
1 . Screw type
2 . Pull chain type
b . C i rcular. with interior baffles and exterior wind band de·
signed to prOV"ide maxim.~m air flow. Round ventilators
shall (not) have damper. Damper shall be a spring-loaded
butterfly type operated by a fused pull chain.
All ventilators shall be furnished with blrdscreens.
Ventilators, for co lor-coated buildings, shall be color-coated
to match the roof unless otherwise specified.
5.9 Lowers
Louvers shall be fabricated from galvanized steel and shall
have blades of the overlapping type providing maximumweath·
er tightness while allowing free air flow. Louvers shell be :
e. Fixed type with integral blrdscreen
b. Adjustable, operated by pull chain
Adjustable lowers shall be furnished (with , w i thout ) bird·
scr-.s. Louvers, for color-coated build i ngs to match the
walls.
6. BUILDING ANCHORAGE AND FOUNDATIONS
I . 1 Anc""'-
The building anchor bolts and related anchorage shell be de·
signed to resist the column reactions resulting from the spec·
ified loeds as appl led in the specified loading combinations .
The sizes and design shall be as specified by the bui ld i ng
manufacturer.
1 .2 Foundllllon
The building foundation shell be desi gned by a qualified en·
glneer to support the building reactions I n add i t ion to other
loeds I mposed by the building use or occupancy . The design
shell be besed on actual jobsite conditions.
Speci fications cover buildings monufocturecl at Houston, T uos.
In keeping w/lh METALLIC BUILDING COMPANY's
policy of continuous product improvement,
speclflcotlon• ore subjeCt ro chonge without notice.
• 20M2..& --LITf-40 IN U .S.A •
•
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0
•
... 1111111
I • •
•111111 53 IC 1118
P.O. ED 14XI J ttlU!Ib\ liluls mill
20M2
I
L
•
co OR Color. . METALLIC of f rs a anety
of colors in 1ts wall panels . for
your selection. Please request Color
Cha rt from your M TALL\C Fran
c hised Builder
Metallic Building COmpany
P. 0. Box 14240 I Hou ston. Texas 77021
• ...
-
·' 5vear
Guaranteed
Color
Metallic
282
MET ALL/:: 262 -guaran teed color IS part ol an over
all Quality Asswance Program mst1tuted by METALLIC
t o assure complete sallslacllon w1th our bwldmg
systems
METALLIC -262 -exter~or color coali ng 1s so
durable t hat it IS gua ranteed in wntmg l or 5 years . For
a co py o f the guarantee con tact your METALLIC Fran
ch1 sed Bwtder.
METALLIC versatility IS r adily adjustable
to many archil ctural st I s Ther IS a
METALLIC buildtng to fulfill every need.
In ~ pmg wtlh METALliC'S polll y of contmuous product rmpro>emcnt. sp c rftcntrons are ~ubwc t to ch<Jnge wtthout not ire
MBc-118 l ithO 1M U S A J
'
•
Before
You
Buy1"
Be Sure ...
D D Build ing live load r equiremen t is
=I sq. ft.
II D Bu ilding w ind l oad r equiremen t is
=I sq. ft.
El D Frame c lea ran ces hav been c he cked
and are adequat e.
About METALLIC
Franchised Builders
ETALLIC suppli s quality steel com -
ponents to Franchised Builders who are
hometown businessmen .. builders
who know local con dition s best. He wa s
carefully chosen for his knowl dge of
bulldtng problems in your or a hat
b Iter inves tment -a buddtn hat"s
cons tructed locally using highest qual
tty st I components . Let your METALLIC
Butld r work closely wt h ou or your
archt tect o solve your butldtng prob
I ms qu1ckly and economically H can
1 e ou a quick sttmate of cos ts and
the an tt ctpa t d com pletion dat , whtch
will be follow d by a d tdtled esttmat
and pectftc cons tru c t ion schedule. For
your conve n ie nce in chec k ing your
metal butldtng costs , use he "Before
You Buy " c heck Its!.
-
D
D
[I
D
IJ
El
DII
ill
,. -
D Manufa cturer has ce rtified enginee r -
ing req uirements in accordance with
A.I.S.C . & A.I.S .I.
D 5 year written color warranty on walls
and /or r oofs.
D Al l exte ri or fa stener s are colo r-co ated
and are stain le ss stee l or cadm i um
plated with di-chromate protective
coa ting.
D Overh ea d d oo r f rames are co vered
with co lored galvanized cove r plates.
D Personne l doors are galvanized ,
bonderized , and in clu de lock , weather-
stripping and threshold .
D Windows include glass , insect sc reen s,
locks, and are adaptable for sto rm
sash.
D Manufa c turer will provi de Informati on
f or proper foundation design.
D You r cost i ncludes appli c able freig ht
and taxes .
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(Guide No. 360 ROl
Roof Deck Constructions
METAL DECK ASSEMBLIES
CONSTRUCTION No. 12
September 20 , 1966 -(012 ca rd ) -(C ontinued from Dll ca rd)
0.075 " minimum for Class 60 *
0.060 " minimum for Class 30*
'Wmd Upl ift -Steel Pan els -Cl ass 60 or 30 Fire -Not Invest igated
Metallic Buildings are
"Approved for Coastal
Regions " by the South -
ern Standard Building
Code for LA, LAM, RF , &
SM Buildings; DZ load-
ing with maximum
bay spacing of 24 feet.
•
•
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Description of Numbered Items
1. Metal Roof-Deck Panels-METALLIC BUILDING
CO., No. 26 gauge coa ted steel or heavier , li sted by
Und . Lab ., In c. (Building Materials List, Guide No .
360 Rl3.12). Panel s conti nuous over two or more
spans, en d joints to be continuous. A bead of non -
hardening sea ling co mpound applied at panel over·
laps along si de and end joints. Panels overlapped
approximately 12 in. at end joints over purlins with
ex posed edge of overlap parallel to and approxi -
mately 3 in . from the web of the supporting purlin.
2. Panel Fasteners-% in . long, No . 14 coated sheet·
metal screws, with a 0.050 in . thi ck coated -s teel
washer having a diameter not less than % in . Also
provided with a '{,-in. diameter neoprene washer
not greater than 0.075 in . thick . Spacing in contin-
uou s panels to be not greate r than 12 in . O.C. per-
pendicular to direction of panels, fastening panels
to supporting purl in s. Screws spaced not over 6 in.
O.C. perpendicular to direction of panels , used to
fasten overlapping panel together over purlins.
Spacing of sc rews at sidelaps to be not over 12 in.
O.C. parallel to d 'rection of panels .
3. Roof Insulation-Any compress i ble blanket in -
sulat ion, 3-in . maximum thickness before compres-
si on .
4. Purlins-0.075 -i n. minimum thi ckness , painted
ste el , Z-shaped, 8-i n. high with 2¥2-i n. legs , mini -
mum yield st rength 50 ,000 psi .
For 30-psf , pu r lin to be 0.060-in . minimum th ick·
ne ss , pa i nted st eel, Z-shaped, 8 in . h igh with 2112-in.
legs , min i mum y ie ld stren gth 40 ,000 psi .
Type 26E, galvan i zed -stee l panel s for Roof -De ck
Constru ction No. 12 . Marking: MBC · and type num -
ber.
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Quality Metallic Accessories and Features
9' wode. Specoa l sizes are also readily available. There are no pro-
JCC tong structural suppo rt s on th e und erso de t o onterfere woth ship-
pong or loadong ope rat ions. Steel pane ls an d a wode vanety of other
ma tenals can be easily attached to create a smoo t h so ffot.
10 ROO F EXTENSIONS-Stan dard roo f extensoons are availa ble on
3' 6" and 6'-6" sozes. Th ese roof ex tensoons can be oncluded on eother
ga ble, formong a smoo th con t onu ous projectoon on the roo f. A wod e
va nety of so ffot matenals may b attached to the underside to
provode a cus tom fonoshed appearance .
11 QUALITY SKYLIGHTS-Pia st oc pan els aoe specoally fabn ca t ed
woth the same con f ogura t oon as M ta lloc's shee t prof ile to provode
an attractove appearance and weath er-toght fol. Panel s are available
on so ft logh t -dolfusong colo rs of green or whole . The panel s are heavy
grade 8 ounce-per-sq.-ft. panels woth 2 ou nces of I ober gla ss reon -
force ment per sq. ft . Th e hogh acryl ic percen tage adds measurably
to long li fe an d duraboloty .
12 CUSTOM DESIGNED CUTTERS AND TRIM -Specoally desogned
to blend woth dostonctove styl e of Metall oc bu oldongs, the gutters
and downspouts can add tasteful accen t Iones to enhance a bu old -
•
ing's profole . QUALITY CLOSURE STRIPS AND SEALANT TAPE-
Rubber closure st rops, formed to Metall oc sheet contours are used
to posotovely seal JUnctures lightly and clo~e the ends of steel
pa nels. Tho s tape has excellen t adhesove and co hesove pr ope rtoe s for
a wode range of temperature extremes, long servoce lofe.
13 SELF -TAPPING FASTENERS-Both staonless steel and heavy
cadmoum plated , dochromate coa ted fasteners are avaolable color
matched to t he color of your wall s. You get better appearance,
t ogh ter, stronger connec t oons-the be st support fa steners on use
tod ay .
14 METALLIC BUILDING ACCOMMODATION OF CRANES-Almost
every type of crane, from bndge to monorail des ogns have been on-
stalled on Meta lloc bu oldongs. Each ons tallat oo n must be ondovodually
analy zed so th at th e ex tra loads omposed by the c rane on the
bulldong can be accommoda ted . Normally, one to love ton ca pac oty
cranes can be economocally attached to the structure of the bu i ld -
ong . Metall oc Fra nchosed B uol ders have access to local cra ne manu -
fa cturers and also M tall oc's Engonee n ng Department to assos t on
obt aonong the best c rane for your needs .
I
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Engineering Properties
•
Panels
6 SPACES AT li" lli" COVERAGE UICi!NHRINCi PltOPEIITIES Of lUllED PANELS AllOWAi ll UNirDRM l OAD ON 1111£0 PANE lS iPSf )
IO PI TII III IOIIOOI HU!Oo
I IIlO t DIII,.IUIOII COIII,.I UI ..
I 5 I 5 ,,.,.,"til''"''"'"' u••l
~ ~~ -'~~ ~n ~~ 211>" .,..
:Zii GA . STEEL l6 26 GA. STEEl 12 5(1 .0213 .0313 .0153 .0360 J6 .,
26 GA. STEEL 33 .0222 .0399 .0167 .0390 26 GA. STEEl ~ ,. 26 26
24 GA . STEEL 33 .0297 .0555 .0242 .0523 24 GA. STEEL 71 !5 11 35
RI BBED PANEl 22 GA. STEEL 33 .03&6 .0&99 .0321 .Ofi57 22 GA. STEEl 98 .. .. ..
0.032" ALUMINUM 30.5 .0361 .0705 .0267 .0640 .032" ALUMINUM 19 ..
Framing Members
ENGINEERING PROPERTIES OF STAN DARD lEE SECTIONS
I M 011 212 on •oo 7424
lit 111 l U 1.14 ~~ JOlO
IJI Ott 2 .. OIJ 500 3010
ALLOWABLE UNIFORM LOADS ON STANDARD lEE SECTIONS (PSF )
• ~ T lAP 2' LAP ·---2' LAP
LOADING
CONDITION
~ , .. __ --... ~
2" •• ·-4 -2"
i . ;
2" --,:-,:-•• ,~
· l-l-L-
, .
l -. l -l.
ST .U.OUJ MUll U&CIIIIC ST UOAII 'VI:llll W&tii!C Sl oUIOAit M U!i VAC!IIC
UCIIOti s.r~rltC 1--:-::--,--:--:-:-\----,---+-'---'-r --'---1 ,.
••\.· ,, .... ,.,,
" 31 20 32 22 " " 27 27 42 21
oru 20 2l 15 " 21 " 31 20 32 21 34 n
24 " 10 " 11 20 13 21 " 23 " " " .. 32 51 34 51 Jt 52 " " .. 43
"'' 20 32 n 34 23 " 27 43 , " l1 .. ll
24 22 15 23 ,, 21 1t )0 20 ll :u l!J 2l
11 Y H ~ 41 ll 41 77 51 H U n H
IIU 20 ll 25 lt :K 4& 31 41
24 25 11 27 1t 32 21 33
•UCJI I Df lH UC1UHI 1W l U I DlDUCHD IJI DlTlNifiiMC Till AIOWI Wli.IKS
32
22
54
Jl
51
"
Jl
21
1 SPECIAL OESIGNEO WINDOW To ht your requirements Win ·
dews are available in 3 style s and a w1de vanety of s1zes . S~ngle
hung and horizon tal slide alummum sash windows and commerc1al
projec ted steel wi nd ows . All of t hese w~ndows are spec rally desrgned
to blend w1th the archrtectural styling of Metal lic bU1Id1ngs. They
Interl oc k wrth the wall panel s provrdmg a con tmuous t rgh t closure.
2 QUALITY WALK DOORS -3070, 6070 and 3470 door s are available
so lid or With the top half open for the ~n s t alla t ron of glass. These
hrgh qualrty doors are made f rom galvanrzed steel wrth a baked on
gray frn rsh to assure yea rs of rugged semce. There are no unsrghtly
exposed welded seams .
3 CUSTOM FITIED DOOAS-Smoo th-ope rat rng, Single or double
slidrng doors are avarlable rn standard srzes up to 20 ' wrde x 19'
h ig h. The" stu rd y, all weather des1gn permrt s them to open and
close easily, yet f1t snugly to keep weather ou t. Color matched door
hoods provr de full w ath r protec t ron for working parts .
Met allic buildrn s off r a wrd range of ov rhead door openrngs
1n sr de wall s and end walls to provrde doors wh r r qurr d. Over-
head doors rn practr call y any s•2e and type can be sily rnstalled .
ENGINEERING PROPERTIES Of STANOIRD EAVE STRUT
3"'"
·~ .. -·l
PIOPU TIU Of fUU SICtll)til
SlctiO!t UCI Till UtA WI n t-, ~··"-.·: .:.;"'--t-o,_:;::..:..;_---i
U•! {1 .'1 ~~ nl Ull 1111' Ill IIi Ito f.SI
IES4.4 16 .060 1.26 4.37 .39 1U1 3.25 11 t 6 41 111 40
IES5.4 14 .075 1.57 5 . .W 40 1'-Si 3M 1.13 UH l.M 40
. -u··/.)
·I•, -'1--r-===:c';:"::'::"';;'u:::-"-'r'"-;'"::::~:::"-::"-:-:'=:-:::-===--i Y • ~ )( 101' fUNCl 1111 COMnfSSIO.. to1t0fol H &IICI "' CG.WII UIO!Io
Y SfCIIO II f 1 S S I f I S 5 I
-1" !I IIII UN•! 1111'1 IIIII l SI \Ill Ill Ill IN lSI
IES4.4 J.25 12.59 2.67 3.11 11.3 4,01 10 .. 2 57 2.59 22 0 0.35
IES5.4 3.30 16.01 3.0 41!1 224 317 1311 U3 3.40 24.2 U9
ALLOWAILE UNIFORM LOAD ON STANOARO UVE STRUTS (PSF)
SICH Ofi 10 12 14 1& 11 20 22 24
............. 11 75 64 5!1 41 43 31 35
• ·3' 3". • IESU l-1;:32;:;2:;-1 -;:ln=20,1-:1::10::,21:-l::-12::3-:-l -~~OlO,I-.,.:(7:;.11,--,1::53:,.1 -1;53~1
-l -t£S5 4 t-;;:'";;;;--;;';;40;;--;;;;"~' :-;;-'0=3:--:;7";;--:::'~2:-""'"7-~"~
(501) (]51) (251) (1 15) (1531 (123 ) (1 01 ) (a.4 )
Ultu Ill "l:l ii"TiiUtS W..! II tnfl N WliS &II Pllf'(l ll SIIHi nD U SUHO.TS
W( Ill • Uff Sl T MS l tllll MIICilD fiCMII tllf oliOYI V&UiiU
CeMrM Notes
1 lM llltlltlll NWIITIU f ll PUt£1.$ Ul fiMIIIIC MI...._IS Mot'll IUJI CAlUUHD IJI ACCOIIUC:f •n• 1111
t•l llntll Dr IlK At$1 'lltCiflUIIOJt fll Tid DUJCII Of liiJ11 Ulf COlD·f DIIKD STill miiCTUIIAl .......
f UCU'I 'O(It Sf't-ctf U .. 1(1 U All .. allf ~·· PIIUIIIIS, AllnUU lOADS AIIIO STIUSIS $111WI AN¥1 .. , N IIIUIASQ 1Y U,,, FOI • lOIDIIII
4 MONOVENTS W1 t h 9" and 12" throats, monovents are avarlable
rn 10' sec t 1ons wrt h or wrthout dampers an d oper,a tors. They are
galvanrzed and can be color coa ted to match your roo f.
5 ROUNO VENTILATORS (Statlonary)-Are available rn 12", 20"
and 24" d rame ters wrth or wrthou t dampers. Th ey are galvanrzed
and can be color coa ted to match your roof .
6 ROOF JACKS Avarlable to accommoda te !..," t hru 6" ven t
prpes . All roo f ta cks have n optional ra1n hood and t he ba se as -
sembly rs especrally eng1n ered to f 1t Me t allic's roof prof ile.
7 LOUVERS-M tallr c provi des complete line of louvers, both
f iXed and adJustable . Frxed louvers ar available rn 2' x 2', 3' x 3',
3' x 4', 4' x 4', and 6' x 4'. Adjustabl louver IS availa bl e 1n 4' x 4'.
Metallic louvers provr d a max 1mum amoun t of open area .
8 OlE -FOAMED RIDGE CAP-A M tallic quality burld ing feature
that grves your roof a smoo th , custom ppearan ce . Ore-formed r~dge
cap con forms to th con tour of the roo f panel r~b s to seal ou t
w ather and provrde a mar r1 rd roof .
9 CANOPIES Canopr s ar availabl rn standard s1 zes of 5' and
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F, and SM Covering and Flashing Details
I PUALIN
D E TAIL
E W ALL
I
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•
•
OPTIONAL
FORMED
EAVE TRIM
TYPICAL GUTTER
AND DOWNSPOUT
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•
LR, LRM,
DOWNSPOUT
STRAP
EAVE STRUT
(TYPICAL POSITION
FOR LR , LRM, AND
SM BLDGS.)
TYPICAL GUTTER JOINT
TYPICAL CORNER
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RIGI D FRAME
RAFTE R
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LR, LRM, & RF Framing Details
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Metallic Framing Details
PEAK
,
CAST
N PLACE
lASE (OPTIONAL)
0
' • -------·-------
~
•
p z
0 u
~
ROLL CALL
Ul
l>l ~
BROWN
DHO RITY
KREILING
LAY
LONE
PARKINSON
SCHWAB
•
0 -
Ul ><
/ l---
~ --v ~
v ~
};' -:::;::;;:"""
.l/1
I . •
...... ..
•
0
• . '
ROLL CALL
:<: u
~ ..z. ~ ~
__Ul
BROWN
OHORITY
KREILING
LAY
LONE
PARKINSON
SCHWAB
I . •
, . ·' I !
I
'!
•
0
• . .
ROLL CALL
Ul Ul
j:il ><
~ ~ ~ §
BROWN
DHORIT Y
KREILING
LAY
LONE
PARKINSON
SCHWAB
I . •
• ' ·' ' r ' •
-
ROLL CAL L
~ e;
BROWN
DHORIT Y
KREILING
LAY
LONE
PARKINSON
SCHWAB
•
~ ~/ -, ~ i7"
·------~~~-------. '
0 -
/ I ~ {~ ~
77
L:. 1:7"
t...-
/( t /.,
I· •
. ·' \ !
I
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• -
0
•
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ROLL CALL
BROWN
DHO RITY
KREILING
LAY
LONE
PARKI NSON
SCHWAB
I . .
. I •• ' r I • '!'
METALLIC H262" COLORS
Color
Code:
Colo r
Code :
Co lor
Cod
Colo r
Otll'
Wf ltrrE
PT -18 16
ORANG
PT -18 18
urc:n:--:
PT -1820
u;H .\ Y
PT 1822
D I 'I3Ll .
PT -1824
-
Colo r
Code : YELO \.V
PT -18 17
Co lor
Co d e: LTBLU
PT -18 19
Co lor
Code:
Colo r
Code :
Co lor
Code
1\II GRN
PT -182 1
SG HAY
PT -1823
H HO\\'~
PT -1825
,. .
;\l<.'tullle Hul1d lnf..( Co tnpn n~· 11 ux 1·1:.! 10 ll o u »I O J\ 7702 1 7 1;}-7:1 -1-I O JJ
2 OM 11
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I. ACCELERATED WEATHERING
Accelerated weathering shall be tested by use of an
Atlas Model XW Sun Arc Weatherometer with an .18
minute water spray every two hours and using stand·
ard filters supplied by the Atlas Company. After 2,000
hours test exposure, there shall be no cracking,
checking, peeling, or spotting other than normal water
spotting. There shall be only slight fading and no
chalking as tested with cellophane tape.
1. ABRASION RESISTANCE
Abrasion shall be tested by use of a Tabor Abrasor
Model #!40 PT using a 500 gram weight. The mini-
mum number of cycles to first breakthrough to the
metal substrate shall be 1,000 cycles.
I. REVERSE IMPACT ADHESION
Reverse impact shall be tested using a Gardner im-
pact tester with ~· steel ball and 120 inch pounds
force. When tested at ·10 " F and 77 " F, there shall
be no loss of coating adhesion unless caused by fail·
ure of the substrate.
E. EXTERIOR EXPOSURE
Panels shall be exposed at a 45 • angle fa cing south at
both Florida and Ch icago test sites.
•
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1. CHECKING , CRACKING, PEELING
There shall be no evidence of objectionable check ing,
cracking or peel ing after f ive years of exposure .
2. CHALKING
There shall be no chalk in excess of No . 8 rat ing as
measured by ASTM 0659·44 procedure after f ive years
of exposure .
3. FADE
After five years of exposure, the f inish shall not fade
more than 1 units when measure(~ on any accepted
colorimeter designed to produce reflectance readings
on the Tristimulus Filter System of X-, Y·, and Z·
based on the CIE values of lllumi nant C.
4. STAINING
There shall be no objectionable discoloration due to
industrial fumes or other chemicals normally encoun-
tered in the atmosphere after five years of exposure .
5. GUARANTEE
The panel manufacturer must subm it a written guar -
antee stat ing that the provisions oulined in numbers
I , 2, and 3 above wi II be met at the end of five years
and two months from the date of shipment and that
the manufacturer shall in the event of fa ilure provide
lab:>r and material to repaint or repa ir those panel s
which do not meet the provisions outlined above .
The above specifications cover components as manufactured by METALLIC BUILDING
COMPANY . The manufacturer reserves the right to revise specifications at any time.
8167
•
I • •
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(
(
(
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•
SPECIFICATIONS
SPECIFICATIONS FOR METALLIC "262"
COLOR COATED PANELS AND ACCESSORIES
A. METAL SUBSTRATE
The base mater ial for all 26-gage Meta llic "'262 "' Color
Coa ted R1bbed Panels shall be f irst Qual ity galvan ized
steel shee ts con form ing to AST M A-446, Grade ''E"'. hav ·
ing a mm1mum t ensile strength of 80,000 ps i and a Rock·
well hardness of 85 on t he "'B"' scale. Stee l shall be
coa ted w1th zmc having a min1mum coa t i ng class of 1.25
ounces of z1nc per SQUare foot. Steel used in panels of
thicknesses heav1e r than 26-gage shall co nform to ASTM
Spec1ficat10n A-446 , Grade "'A"', having a minimum yield
of 33,000 psi .
B. PRETREATMENT AND BOND COAT
The metal shall be given a pretreatmen t, prior to f inish·
ing, consiS t ing of cleamng and chemical react ion to form
an inorganic coa t mg on the metal surface for bonding of
the fmish. Alter pretreatm nt and thorough drying of
the surface, a corroSion mh1b1t1ve zmc ch roma te pig·
mented bond coat shall be applied on the weathe r si de.
The bond co at shall prov1d a cont inuous coatmg of not
less t han 0.2 mil dry thickness and shall be cured by
bak1ng pr~or to application of the color coa t.
C. COLOR COAT
After complete curmg of the bond coa t, the surface shall
be g1ven a fmal color coat . The color coat w111 be a ther·
mosettmg Silicone-polyester copolymer res1n type Pill·
mented to g1ve opt1mum adhes1on and durab•hty The
color coat shall be applied to y1eld a total dry f1lm thiCk·
ness of one (10) m1l plus or mmus 02 mil. The color shall
be cu red by ba 1n to g1v th performance outlined 1n
"'Qual 1f 1cat1on 1 ests"' and "'Ext r1or Exposur ."' Th In te-
riOr s1de of all panels shall be 1 en a h ht gray color
coat of no t less than 0 5 m1l dry I 1Im thiCkness.
8 67
D. QUALIFICATION TESTS
1. HARDNESS
Pencil hardness shall be a mi nimum of Fusing a flat·
tened lead point applied at a 45 " angle to the panel.
Hardness is specified as the softest penc i l which
falls to penetrate the surface.
2. COLOR
Colo r shall be matched t o approved color standards
vi sually under daylight and horizon light in a Mac·
Beth Dayl ight Booth . Color shall, also, be matched
by use of an I Dl "'Color Eye "' colorimeter to t he ap-
proved standards.
3. GLOSS
Gl oss rat i ng shal l be mi ni mum of 20 and a maximum
of 35 as measured on a Gardner 60 " Glossmeter.
4. SALT SPRAY RESISTANCE
Salt spray resistance shall be tested using the pro-
cedure outlined i n ASTM B-117 with 5% neutra l salt
solu t ion. Pan els shall be scr i bed com pletely through
the finish d iagonal across the panel prior to test i ng.
After 750 hours exposu re , there shall be no blistering
on fa ce of th e panel . There shall be no removal
of pa int at the scribe when t es ted w1th cellophane
tap e four hours after remov al from the cabinet After
1,250 hours exposu re, no more than 20% of the face
of the panel shall show bl is ter s and none shall be
larger than ASTM =5. There shall be no loss of adhe-
SIOn beyond ~ mch from the SCribe when tested wi th
cellophane tape fow hours after removal from the
cabmet.
5. HUMIDITY RESISTANCE
Hum1d1ty resiStance shall be te sted usmg a ca b1net
ma1nta1ned at 100% re l at1ve hum1d1ty and 100" F.
After 1,000 hours exposure, there shall be no soften·
1ng or blistermg of the f 1n1sh . After 2,000 hours of
e•posur , t h r shall be only sli ghtly so ften i ng and
only a I w sca tt red bli sters no latger than ASTM •a.
2DM12
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