Catalogue Vfp. 25 — Issue 1926
Steel
J. G. Braun
609-615 South Paulina Street
CHICAGO, ILL.
537-541 West 35th Street
NEW YORK, N.Y.
1088 Howard Street
SAN FRANCISCO, CAL.
a
r
w
en
?&
•'N
Steel
^Moulding
J. G. Braun
609-615 South Paulina Street
CHICAGO, ILL.
537-541 West 35th Street
NEW YORK, N.Y.
1088 Howard Street
SAN FRANCISCO, CAL.
F
INCH the introduction of our Steel Mouldings and Wrought
Ornaments in 1887, they have found favor and universal
application to such a degree that little need be said about
them.
Upon inspection of this catalog, it will be found that it has been com-
pletely rearranged with the ultimate end in view to presenting a book
of utmost usefulness and efficiency. Of particular interest is the addi-
tion of eleven pages of ORNAMENTAL IRON DETAIL sug-
gesting some ways in which our materials can be applied, and their
relative beauty to other materials. It is to be hoped that they will
be helpful to the designer.
In arranging this catalog only such Mouldings are shown as meet
present requirements.
Our Mouldings are made of the highest grade Open Hearth Steel
obtainable. They are furnished from stock in random lengths of
from 14 to 20 feet. Longer lengths can be supplied on special order
from mill.
Through the maintenance of three warehouses in New York, Chicago
and San Francisco, we are in position to offer quick and dependable
service.
All finishes may be successfully applied to our Mouldings and Orna-
ments. They can be painted, polychromed, polished and oil treated
as well as plated. Thus it is possible to obtain a variety of effects,
i.e., multicolors, rusty, dull black, natural. Swedish or Flemish iron,
brass-bronze or copper plate, and others.
We are equipped to roll any special shape to specification.
We should deem it a pleasure to assist architects with information,
suggestions, rough sketches or drawings and solicit their inquiries.
ALPHABETICAL INDEX
Page
Angles 56, 61
Astragals 34 to 47
Balls and Rivets 66
Baluster Iron 27 to 29, 60
Baluster Collars .... 29
Banding 34, 46 to 47
Cap or Cornice Sections 13 to 22
Capping (Rail) 24 to 26, 34 to 35
Caps, Newel Post 63
Casement Sections 32
Channels 61
Column Iron 27 to 29
Corner Beads *. 51
Corner Blocks 50
Cornice Sections 13 to 22
Cove Sections 5
Crestings 57 to 60
Door Frame Tubing 63
Door Saddles 54
Drops, Newel Post 63
Edgings, Stair 53
Elevator Saddle and Grooves 55
Fascias 22
Facings
Solid 34 to 47
Perforated 48 to 50
Fence Pickets 64 to 65
Fencing Iron 34
Fillets 23
Gallery Moulding .... 57 to 60
Glass Fillets, Bars and Caps 30 to 31
Grills, Sheet 69
Handles, Door 62
Handrails 24 to 26, 34 to 35
Hand Hammered Bars 60
Hinges, Ball Bearing 62
Lantern Angles 56
Locks 62
Nails, Studding 68
Newel Post Tubing and Caps 63
Nosing, Stair, etc 52 to 53, 55
Nuts , 66
Ornaments 68 to 69
Panel Moulding 6 to 13
Pearl Bars 65
Perforated Sheets 69
Picket Tops 64 to 65
Pipe, Square, Rectangular 63
Rivets 66
Rope Moulding 46 to 47
Page
Rosettes 50, 68 to 69
Saddles, Door and Elevator . . .54 to 55
Sash Iron 30 to 31
Scribe Moulding 5, 8 to 13, 18 to 20
Sliding Door Frame 7
Stair Nosings & Edgings 52 to 53
Stringer Moulding
Channel Type 12 to 17
Plate Type 8 to 13
Wall Type 23
Studs. 66, 68
Tee Iron 61
Top Rails 24 to 26, 34 to 35
Trench Cover Angle 7
Torsels 28 to 29
Tubing
Twisted and Fluted 28 to 29
Square, Rectangular 63
Hexagon 63
Wainscoting Section 51
Wallstring Moulding 23
Window Sash Sections . . 30 to 32
Zee Iron
62
INDEX OF DETAIL
Balcony 25
Bank Screen - 49 ^
Canopy ■ • - 59
Casement - 32, 33
Check Bench and Desk 37
Directory Board ■ 21
Elevator Cab 37
Elevator Front 41
Elevator Saddle 55
Entrance Door - 45
21
Fascia
Fence
Gate .
67
67
Marquise ^9
Partition 37
Railing, Stair, etc - 25 > 49
Show Case • 37
Sign Plate 21
Stair 9
Step Nosing • 52
Store Front 15
Ticket Booth 37
Transom Grille 4 ^
Vestibule Door 45
Window, Casement 32, 33
4 NUMERICAL INDEX OF STEEL MOULDING
No.
Page
No. Page
No.
Page
No.
Page
No.
Page
60
No.
1053
Page
61
1
6
128 36
272
35
460
36
846
2
6
131 26
276
35
463
38
847
60
1054
61
3
6
140 6
277
35
464
38
862
53
1056
61
4
8
142 6
279
35
465
36
868
60
1057
55
5
6
144 6
280
35
468
40
885
48
1058
61
8
8
145 6
281
35
469
38
888
50
1059
61
11
8
146 6
285
35
470
40
889
57
1060
61
15
12
148 6
286
35
471
38
891
48
1061
61
16
8
149 6
287
35
474
13
898
50
1062
61
18
12
152 7
288
35
482
42
899
50
1064
61
19
10
153 8
290
34
484
17
905
60
1065
61
20
18
154 18
291
34
485
17
906
58
1067
30
24
18
155 18
292
34
495
38
917
50
1068
30
29
34
156 19
293
34
496
38
919
12
1071
30
30
34
158 19
298
34
497
38
920
11
1072
30
31
34
165 34
300
34
498
38
921
11
1073
30
32
34
166 34
301
34
499
38
922
11
1074
30
35
35
171 26
306
6
500
39
923
55
1079
61
45
6
*172 26
307
6
503
13
924
22
1087
61
46
6
174 14
308
34
509
13
933
10
1089
61
47
34
176 14
309
34
510
17
934
10
1093
61
48
34
181 14
310
34
515
20
935
10
1096
61
49
34
187 18
313
6
516
20
937
6 & 31
1105
22
50
34
188 19
319
35
524
11
938
31
1139
61
54
35
189 10
322
23
530
48
946
44
1143
24
55
56
191 16
323
23
531
40
947
44
1144
24
58
27
192 12
325
7
539
47
948
44
1155
61
59
27
193 12
339
23 & 51
540
47
949
47
1156
61
60
27
194 35
342
14
551
26
950
47
1157
61
61
27
195 34
344
18
552
19
951
44
1158
62
62
27
197 34
345
18
554
47
952
39
1159
6fc
63
27
198 34
347
56
555
47
953
39
1160
61.
64
27
205 8
348
56
557
19
954
28 & 29
1161
24
66
24
206 8
349
56
561
48
955
28 & 29
1162
24
67
24
207 8
350
56
562
48
956
28 & 29
1165
52
68
24
208 8
351
56
563
11
957
28 & 29
1166
54
69
24
209 8
352
56
564
40
958
28 & 29
1167
52
71
27
210 12
360
30
566
40
959
29 & 29
1167-B
52
72
27
212 10
364
30
653
40
960
28 & 29
1168
39
'51
73
27
213 10
369
31
654
44
961
28 & 29
1170
74
27
214 5
370
7 & 31
656
40
962
28 & 29
1172
51
75
27
215 5
375
6
661
53
963
58
1175
6 & 31
76
27
216 5
392
30
662
53
964
57
1176
31
77
27
217 5
394
7
663
53
968
61
1177
31
78
27
218 5
395
7
664
53
972
61
1178
14
79
27
219 5
396
7
678
11
976
61
1179
36
80
35
221 5
397
7
681
11
978
61
1193
58
82
56
222 5
402
7
687
57
979
61
1200
54
83
56
223 5
405
7
688
57
983
61
1201
36
86
6
224 5
406
7 & 61
691
46
986
61
1202
36
90
12
225 5
408
23
692
46
987
61
1203
52
93
12
226 5
409
23
693
46
992
61
1204
52
94
12
227 5
410
23
694
46
1000
61
1205
32
95
13
228 14
411
23
697
46
1001
61
1206
32
96
13
230 56
416
6 & 31
699
46
1003
61
1207
32
97
13
231 56
417
31
704
46
1005
61
1208
32 & 61
99
8
233 56
428
6 & 36
706
46
1010
61
1217
61
100
14
234 56
429
36
716
36
1014
61
1230
31
101
14
235 56
430
6 & 36
717
36
1015
61
1231
31
104
51
236 56
431
36
718
36
1016
61
1232
31
105
51
240 56
434
12
755
6
1018
61
1233
55
106
51
242 56
435
12
777
42
1020
62
1237
55
107
14
245 56
436
12
782
42
1022
62
1245
24
108
35
248 16
437
8
783
42
1024
62
1602
60
110
7
250 16
438
12
786
43
1034
30
1603
50
112
14
252 16
442
6
787
43
1035
30
1604
50
113
14
258 35
448
10
802
31 & 35
1038
30
1625
57
114
14
260 35
449
10
810
53
1039
30
1626
57
115
16
262 35
450
10
811
53
1045
30
2800-B
24
116
16
266 35
454
47
824
60
1047
30
2804-B
54
120
6
267 35
455
47
827
57
1048
30
2805-B
54
m
6
270 35
458
36
844
60
1051
61
2806-B
54
127
8 & 36
271 35
459
47
845
60
1052
61
COVE and SCRIBE MOULDING
#214 #215
Vs" I y 2 »
0.32 Lb.
#216
■< 7,6" >
A
JO 1 U 1
0.42 Lb
0.6 Lb
#217
#218
"/»
3 A"~ >
w
r
0.66Lb.
W
64 Lb
#219
-: Va" >
Lb.
2.Lbs.
#224 #225
-< '/ 2 "> < 9 /.6 >•
Va"
0.56Lb.
0.67 Lb.
#227
-< 3 A" >•
IVib"
1.07 Lb.
1.30 Lb.
#222
< I
I"
1.14 Lbs.
#223
l*/i»
"taetratlon. Aetna! 81k
Weights anil Measurements Approximate
PANEL MOULDING
A
11/ "
#3 #5' #120 #121 #45
<%v -« % v «7i6> * ,/2,> <%,>
?F W P W J '*•"» m
OSQib V V v >
0.75Lb. °- 68Lb 0.84Lb. 0.61 Lb
#1175 #142 #755 #442 #375
< *a&> <*/'*> •*%>■ < v,6 M » < 5 /s"
F :f if :F *: f
0.87 Lb. 0.44 Lb. 64Lb. o.SOUs. 0.82 Lb.
#86 #1 #144 #W5 #140
«7,6> < 3 /«"> <%> <Vi*> <Va">
' v'r l9/3 'T % I ,/,6 r
31 Lb - 0.37 Lb. ** "T QIL yl
3/a
0.31 Lb
. 40 Lb. 0.38 Lb. *
^
y ■ y
0.40 Lb. 0.67 Lb.
#306 #307
< w>
0.4-1 Lb. < s/6
l.07Lb.
1.10 Lb*.
0.7 Lb. 1.08 Lb.
#2 #146
<3/a> < 3 /»>
2.21 Lbs.
0.92Lb.
Illustrations Actual Size Weights and Measurements Approximate
1
PANEL MOULDING
#152
< 5 /6 >
1.47 Lb.
# 370
< 7 /i6 ►
l.03Lb.
4*394 #395
< 3/e < y 2 " >
#397
< Vie
#396
< 3/4 >
#110
« "/,6 >
0.52 lb.
I.Oi Lb
2"
1.3d Lb.
TRENCH COVER ANGLE
#325
1.97 Lb.
DETAIL OF FRAME FOR TRENCH COVER
? V.v^v*, as
,A.« "o." • ■■.«■•• . *<s- . *T -.-•.•':; I \ft
2.2 lib.
1.5 1 Lb.
SLIDING DOOR FRAME
#4/06
2.35 Lb.
#402
11/
ir\i
ZYz
2.92 Lb.
#405
I 1
2'/ 2
Illustrations Actual Size
3.01 Lb.
Weights and Measurements Approximate
PANEL and SCRIBE MOULDING
#4
0.60 Lb.
#437
, II
4 V4
0.67 Lb.
#127
< "A" >
I"
0.65 Lb.
#8
#
%" >
< 3A" >
l%"
0.74 Lb.
0.87 Lb.
4*206
< 5/ S " >
0.56 Lb.
#16
I" >
1.34 Lb.
#153
< 7,6 >
l 3 /e'
0.77 Lb.
#207
< 7 /a" >
1.38 Lb
#205
< 9/l6 >"
IV.6"
#206
075 Lb.
0.95 Lb.
#209
< 1/32" >-
#99
< 7l 6 " >
1.00 Lb.
1.34 Lb.
IllartraUana Actaal
Weight! and Measurements Approximate
Chicago .III.
J.G.BRAUN
Wrought- Iron- Ornaments -and-SteelMouldings
■ San • Ffianci sco • Cau .
New-York. N.Y.
MOUL DING .QA
... If Scale-Details- of • Stair
Mouldings-and-Ornaments
1233
&CL./TE1NH-
NOULDJMCV UA-7TT*
A few suggestions of constructions and design
of Stairstrings, Rails, Newels, Risers and Treads <
are given. The great variety of sections available
permits of a number of different constructions and '
variation in design, ORNAMENTS selected from
-Catalog 18.
Type. -A - Tyfl-$ .
Checked
ftph-O TfPt-D -
Ch EC «:tlt-E.D /r^j.'B..
Typl-L-
Jul. usmxt£t> ^x J.^tn&su ••>#
Copyrighted 1926 by J. G. Braun
io PANEL and SCRIBE MOULDING
*f2!3 #1.9 #139 #212
2'/«"
#450
I S /l6" >•
#449
2 3 /V
2%
2K
1.59 Lb. *
y
2.41 Lbs. 1.60 Lb
#933 # 934 #935
'/2 M
Lb.
1 47 Lb
2AA- Lb.
2.49 Lb.
#448
< |" >
2.3 Lbs. 2.1 Lbs. 1.67 Lbs.
Ilhwtrotiqn. Actu,| Si» Wei « h " mi Measurement. Approxim.t.
PANEL and SCRIBE MOULDING
11
#920
< 7 /'<> >
0.67 Lb.
#921
< "Ab >
.40 Lb
0.61 Lb.
2.24- LB.
lUaitrations Actual Slat
#524
< 7 /8" >
.05 Lb
.51 Lb.
Weight! and Measurement! Approximate
12
PANEL and SCRIBE MOULDING
3.31 Lb.
#192
< 3 A" >
0.95 Lb.
#438
* 7 /l6>
0.6OLb.
#193
< 3 A" >
Q.98 Lb.
#15
<%' >
#210
< I'/a" >
3.24 Lb.
#93
< «/,6 >
#18
7 /a" ►
1.3 Lb.
1.39 Lb.
#94
1.18 Lb.
#434
* w>
At
>
0.27 Lb.
41=435
< 3 /6>
0.39 Lb.
#436 i
< 3/e >
tf
0.36Lb.
#9.0
< 5/a" >
1%
0.67 Lb-
1.17 Lb.
IDaitrattmi Actaal
Weight, and Measurements Approximate
PANEL and SCRIBE MOULDING
13
#^74-
I. -+7 Lb
.55 Lb
Note: Other Shapes of simi-
lar but larger Character may
be found on Pages 18, 19 and
20. listed as Cornice Sections
#503
< Vs" >
Detail on pages 9, 15, 21 and
41 show how the Sections on
foregoing Pages may be
adapted to Various Conditions
#95
0.67 Lb.
CORNICE and CAP MOULDING
#96 #97
0.76Lb.
1.03 Lb.
Mlu.tr.lion. Actual SUe
Weiehti and Muiorementi Approximate
14 CORNICE and CAP MOULDING
#174 #181 #176 #228
l'/e" > < ''/a >
1.03 Lb. 0.85 Lb.
S
0.90Lb.
1.62 Lb.
#100 #H7fl #101 #342
< 7.6 > < 7/ 8" > < I A" >
IK
Ifc"
2"
0.54 Lb
0.74-Lb.
0.97 Lb.
I.IILb.
#107 #"2 #113 #114
< %' > < ' 3/ '*" * < I 'A" > < |y,» >
Ve I 2/e
0.94 Lb v
1.21 Lb
18 Lb. ,J8Lb '
iiluntrationi ActuaJ Slu WeiffbU and Meuartmenti Appr«ii»ftU
J.G.BRAUN
>xfcouGHT* I kqn- Ornaments -and-Ste^uMouldings
San Tran ci 5C o,Cal .
NewYork,NX
-k 5 : ALL • L.LEVAT 1 O N
if Scale, -Elevation
_ ~ s,i w3„n*. iiac 5E.CTION-BB
— B
f&rftod LS-and-LLlVAT IONS-OP-STOR.E
Front-Mouldings •and-OR-Nam ents m
These details show conclusively how well our
; sections are adaptable to existing architectural con-
| ditions. The designer of fronts will find other sug-
gestions for variants in our many Types of Mould-
ings. ORNAMENTS selected from Catalog 18.
r SCM_L-3 tTAl 1- Of Tfc! M &£ TrCNT ft ^AL£-PnAlL^AWNINfr&»:::
' opyrighted 1926 by J. G. Braun
16
CORNICE and CAP MOULDING
#115
2'/e"
.80 Lb.
#191
#116
3"
2.03 Lb.
2 'A"
#252
#248
#250
< We,"
HEIGHT 3
WIDTH 2
2.08 Lb.
HE
Wl
3.69 Lb.
r/ 8 " BP^
Vz" L
^f HEIGHT 5 3 /4
IGHT 4 3 /s" W
WIDTH -45/s"
DTH 2 7 /s"
*A
6-7 Lb.
3.06 Lb.
illustrations Actual Size
Weights and Measurements Approximate
1
CORNICE and CAP MOULDING
#4<e>4
i.a^-Lb.
*+5IO
1.44 LW.
Illustrations Actual Si;
'Weights and Measurements Approximate
18
CORNICE and CAP MOULDING
#344
#345
W >
I W >
2.00 Lb,
3%"
#20
< I Viib >
1.67 Lb.
2.59 Lb
2 .08 Lb.
3.24 Lb.
lUttfttratiom Actual Size
Weights and MewuremenU Approximate
CORNICE and CAP MOULDING
19
#158
#168
HEIGHT 2$'
WIDTH IVs"
2.24 Lb.
&552
2.70Lb.
3.00 Lb.
Illustration! Acta*] Stsc
Weifhti and Measurement! Approximate
20
CORNICE and CAP MOULDING
#515
2.65 Lb.
Illustrations Actual Siae
Weighti &»4 Measurements A»»roxtaMt«
Chicago, -III.
J GBR.AU N
Wrought • Iron -Ornaments-and-Steel-MouLdings
iSan • Francisco.-Cal, .
NiwYork.-N.-Y
Elevation ofFasciaTypeN 9 ! Elevation of Eascia Type H 9 2-N°3 Elevation of Eao-ciaType>J?4-
-3£&
>*-■-■• . «'.-.
■ r" "
tcoo-
ta'AJ
floi 4zs
" 23
j* .^tgjV A, A
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5TT rTHl —
Vim
4Le-
6<3^3J
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1
zz?\
•
Z9++-
^SJ^g^PSn
i hi
-■
I" * 1
1 Qi
1 . -1 /ct
LZ
■
/■
Elevation of
Iascia Ttpe W5
-74 1
5'o\
*^\
PREpTOK^BOARD..
17/6 L
zsst r
^^m
—
• -7J Z
-
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w]
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- -
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- ~
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—
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;_
<
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-
-
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Elevation of FasciaType W & Elevation ofE^cta"IypeN7
Directory ■^oa^dTyp_FvN ? 1
Directory- Board
Type-N!2
\
gk^fecW^
2.2)
PjRECTaiY-BOAKD DlRECTORY-BOAKU
TypeF3 ; Type^T
4.
: ^CAL E; DEXAH :OEIV\ YW1NDOWEA5CIA5
DIRECTOR Y -bOARD- AND -SIGN- PLA TE.
Mould in gsandorn amen ts
The beauty of these designs shows to advantage
the many uses to which our Mouldings and ■
Wrought Ornaments can be put. All Period effects
are possible through the large selection offered.
ORNAMENTS selected from Catalog 18.
MlGIQRY-BO ARX) -TYP E-IT 5
r
<** Dltail-of •• Brac k et Sigm
TYFE-£
DrRECT0R.Y-BQARDTYPEr6 IuuSTRATED-QvTR^TKER.
Copyrighted 1926 by J. G. Brauo
22
CORNICE and CAP MOULDING
#924
6.57 Lb.
These Sections lend themselves well to Construction of COUNTER SCREENS, VESTIBULES, FASCIAS, etc.
The beautiful Hand Hammered Texture rolled into them may be brought out to particularly good Advantage by OIL or
SWEDISH IRON FINISH
Ulastrmtlrai Actaal Stae
Weight! and Measurement! Approximate
WALL STRING MOULDING
28
#322
#323
#339
1.95 Lb.
#408
A < V.6 >■
I"
y
< s /a" >
0.43 Lb.
#410
A < '/>" >|
< ,3 /l6 >
0.81 Lb
2'A"
lot
1.1*7 Lb
2.16 Lb.
SUGGESTIONS OF MOULDINGS FOR STAIR STRINGS
y? f 3 ,.
3 £2
#409
A < 7 /ie :
VA
< Va >
0.60 Lb.
< %" >
0.84 Lb.
Sections 408 to 410 are also suited for Plaster Finishes as well as Picture Moulds.
Miutratioiu Actual Six.
Weight* aad Measurement! Approximate
24
HANDRAILS and CAPPING
#66
#1161
l.24Lb.
#67
#1162
#68
2'/8"
3.05Ux
#1144
#69
#1143
# 124-5
.60 Lb".
#B2<300
< 2/ a "
Architectural Bronze
Refer to pages 34 to 36 for further Suggestions of CAPPING
lUugtrattOBs Actual Size
WNghti aad Measurements Approximate
2 r j
J.G.B P.AUN
• Wrought Iron. Ornament^ and SteelMouldlngs
San T^ancisco Cal
-NevYoelk NT
t 'r yxy - .EL Evvyr : o<Lijyr -r. , -■ 3
SECTION
It ES *&S3355^@fflSS3EE2£ S I
g^ftE^HTMgiWr *****
Mb v - ■ ,-,*/-
^RONT,- ELEVAT ION ■ TYPE-. S^ul^g^g
Copyrighted 1926 by J. G. Braun
26
HANDRAILS and CAPPING
#171
1.62 Lb.
.92 Lb
#131
The Column Types shown on page following may be enhanced in Appearance
by twisting either in the Center Portion or over their complete Length. Iron
Workers are equipped to perform this work.
Illustrations Actual Size
Weights and Measurements Approximate
BALUSTER and COLUMN IRON
27
#58
A
Vz
0.73 Lb.
#59
%"
0.97 Lb.
#60
75 Lb
#61
#62
iv
4 03 Lb.
#71
A
X
V
0.57 Lb.
#74
%
$11
#72
#73
Va
V
0.90Lb.
#75
1.05 Lb. T^f W
1.37 Lb.
#78
A
Y
1.32 Lb
#76
#79
#64
11.42 Lb.
See Illustration on Page opposite showing No. 73 Rod Wreathed
For other Type Balusters see also pages 28, 29 and 60
Illustrations Actual Sixe
W fights Hitri M<;tMiiniu'itli A |i|>i n\ im;itt>
28
HOLLOW TORSELS
#955
#958
#956
#961
#959
v*-" >
< 7 /e"
< 7 /8"
#960
#954
#957
#962
■■.■A'lSSSs&SM&S
Cross Sections on page following
These Torsels are attractive in use as Baluster Rods, Columns for Store Fronts, Sign Boards, Lamp
Standards, Table Legs, etc.
Illustration! Aetna! 9ise
W«ifffcti and Meaiarementi Approximate
CROSS-SECTIONS of TORSELS
TUBING
29
#954 4+955 #956 #957
#958
OODQC
#959 #960 #961 #962
< 7/8 >
TWISTED
TUBING
< 1/6 >
^ 8 "x^"x20 ga.
3 /i"x3/$"x2G ga.
FLUTED
TUBING
5/ 8 "x20 ga.
3/i"x20 ga.
Type F
1
yii'ji'
3C
p
'.;
11^-
I
i
l
' 1 ' l -
TA
24
:-i ■ - >■ - - •■•^•inniimina
BALUSTER COLLARS
Type G
FeF~ ~Tf
1 \ •- - - /
f-M^ r^j
Type H
XZ
ti I
1
C
m
i • ■ { ■
Mi.r.Ifj./.^. wwfyf
D
Type F, G and H carried in Stcck for y 2 " , W and W Square Rods
knd Cellar Type G is provided with thin lower Edge*. The Pitch can easily be altered by grinding with little additional
Labor.
MuBtratloni Actual Site
Weighti and Meajuremeni* Approximate
30
GLASS FILLETS, BARS and CAPS
4*1034-
4+1035
0.48Lb.
< y* >
090 Lb.
#1039
0.66Lb.
< 3 /V >
1.05 Lb.
=#1068
0.80 Lb.
4=1=1071
441072
0.63 Lb.
#364
A
y
< 3A" >
1.13 Lb.
#360
1.36 Lb.
#392
LSI Lb.
Illustrations Actual Size
Weights and Measurements Approximate
GLASS FILLETS, BARS and CAPS
31
#1175
A
< 11/16 >
0.87 Lb.
#802
< I '/a" >
1.26 Lb.
#[230
P/.4' >
1.21 Lb.
#1231
< 3 /4" >
0.90 Lb.
#1232
•< I Vie" >
.21 Lb.
#416
#417
v
< I
J. 62 Lb
#937
y
<<
IW
>
1.15 Lb.
#938
A
A
*V&\
Vz
y
V/6" >
I. 94 Lb.
#370
\y«
1.03 Lb.
+F369
'HustraUons Actual Size
Weights and Measurements Approximate
32
CASEMENT SECTIONS
#1205
H
iV*
V
0.96 Lb.
1. 56 Lb.
These Sections are of the 2 point contact type and suitable for all Windows, Casement Type, Double Hung,
Austral Type, In or Out Opening.
The large chamber makes windows constructed with them Rigid, Air and Watertight.
Wide members make for Ease of Application and Tight Fit of Hardware.
A Special Feature are the Grooves in Sections 1206 and 1207.
Adherence of Glazing and Setting Compound to them makes Windows doubly weathertight.
For Glazing Bars refer to pages 5, 6 and 7.
For Muntin Bars and other Sections in use with Window Construction refer to pages 30 and 31.
FULL SIZE DETAIL OF CASEMENT SECTIONS
lillllWIiiilWI-MIV-ii^
ii m ili l i 11! ! |! i i I
;.l
"f ■•■'';-:;
■
: If ||
l?06^
f\ZQ7
Mm
Illustrations Actual ftlze
Weighta and Measurements Approximate 1
33
Chicago , III.
J.G.B KAUN
Wrought- Iron- Or.naments-and-SteejjMoul.ding^
5am - Francisco -Ca j_ ,
Newark. N.Y.
- ■ Iffjf
,'■
42 ^/Jl 1
• <
■•-':
1206' f —
*IZ05T
.
• ., i
-•• I;
n §
/ •
LlLk
f
;; ;
1 |"*fiiKwj
B
*~|ZO&
^^TT^T. ,.,;.,
5ECTION-D-P
I
45cale-EllvationofCase.ment :
&\sh- for.- OFFicL- and -Loft Section-D-D -
Building- Windows
Jr'gCALE-F.Lf.VATlON-Q F^ JrSo.A LL FLLVaTT ON • OP
5AN K -\/l NPQW- LqQKT NG- -
Frcm-Strovt
EEt,f,frP-2cn7-^>
Bank Winpov/LooKing -
From Instd^
■SECTION AA .5ECT[ONt)b SECTION- GG.
]
i/Jl
* 4e
Tj> -
SECT
no]
**• B.B.
-
IUUl
ff
— 4-1&
I^TJ
5EC*
rro
N. CC
JV
ml
— i2.ce
j
.r
>EGTJQN £>£>
s
IE
>+z6
1107
y f
• **-
SECTION- 0,0.
: ;
^
>lc;
no
N • 3J&
""sJI-
tmrfa-4-ze
L -
'■■ \' r
'
Section- F. F.
J:'5CALE.El£VATI0M ■ CFCa5EHENT
For. ■ Ct-tu gen Windows.
"1 \ /4Z£
SecTTONDP
,im
w^m
Section -A A- ' Sectio^cc-
*™-lf-SCALL-DlM^
I L L U 5TR. AT&D -Bf-T- R AT^l R-
Copyrighted 1926 by J. G. Braun
34
ASTRAGALS and FACINGS
4*195
A
5 />*
< 5 /a >
0.45 Lb.
#29
%2 (flfk
0.23 Lb.
#30
4 «/ 2 " >
0.25 Lb.
#31
A
y
< s / 8 " >
0.37 Lb.
#32
A
< "/i6 *
0.44 Lb.
#306
0.63 Lb.
#290
< V«"
040 Lb.
#291
%z
< Y4
0.55Lb.
#292
%a
Va"
0.64Lb.
#198
#293
#301
< 1/4
0.84 Lb.
#310
^ 1/ *'
** 1/8 A
0.94Lb.
#165
#30O
1.35 Lb
#298
#47
#4-8
A ^^^
i" >
0.72 Lb.
3/8 ^1
J 3 /|6
a 94 Lb-
luHtrftttons Ac'ua! Size
#49
#50
Vfeiehtf and Measurements Approximate
ASTRAGALS and FACINGS
35
#258 #260
xH
< 3 /a">
0.2 Lb.
v m
0.2 Lb.
#262
« s /a" >
#266
#35
A„
v r
< Ye" >
0.3 Lb. o.3i Lb.
< Va"
0.35 Lb.
#267
< W >
0.36 Lb.
#270
A
•A".
« "/.6"
0.35 Lb
#271
#272
#276
7e" >
0.55 Lb.
#277
0.6 Lb.
#279
#280
0.70 Lb.
#261
4=1=60
A
v
0.47 Lb
#285
0.80 Lb.
P/.6" >
#802
< V/a"
1.26 Lb.
#194
< l 3 /l6"
0.56 Lb.
#286
#288
#319
< m
-/a
V
0.4- Lb
#108
!%"
1.16 Lb.
#54
< r/.e
A
3 /a
V
0.54- Lb.
lllustrationi Actual Sue
r.i*u «d «.«"«-"" A'-'" 1 -"
36
ASTRAGALS and FACINGS
#428
I.OSLb.
#429
#430
#431
1.43 Lb.
#127
%
r\.
< i" ►
0.65 Lb.
#128
< 1%'
22 Lb.
#1201
#1202
< |'/ B "
0.96 Lb.
#1179
#716
A I
"
0.19 Lb.
#458
'"'» illtlf".... M lUJjjJll
0.25 Lb.
036 Lb.
#460
#465
> ^ 6 "<
0.3S Lb.
0.68 Lb.
0.46 Lb.
Illustration! Actual Size
Weights and Measurement! Approximate
37
Chicago. Ill; i
J. GJRAUN
• Wrought" Iron Ornaments and SteelMouldjhgs
3an Francisco, Cau
.Nzxx/YoRi^'N.Y.
^iZ?
iLEA/ATIONPO
- -THEAXRJSJIlC-KEX -
Booth
Elevatiokof
Passenger Elevator
Car.
ELEVA.TION OF
Freight Elevator
Car, ■ •
S
Sectional Plan on LineAA
Sectional Plan on Line &B
5ectionalPlanonLine C-C
l"QO-STE.£t_-yiDQl.fc-
Elevation of Jteel and Glass Isometric Elevation of
Office" Partition 5teel Part it ioks fo i2, Toilets
iAND £ -Scale. Details • or •
Thea. tb.eTi c ket Bgqth-P a^ enger.
andFr.eig ht K levatqrCa^- 5how
Ca sf.- Qff ic e Partition -T o llet
^arti ti on • El ev ator P o op. Saddle
Fardiniere-CheckDesk-and -&en ch ■
QRNAMEN T5 -ANtiTlOUED INGS •
Utility combined with beauty and strength are the ■ 145*1, r/5
1 outstanding features of these designs. Many dif-
ferent effects can be had by the use of other sec-
tions. ORNAMENTS shown in Catalog 18.
Sllu5T£atep By T.£atne.e_*
Copyrighted 1926 by J. G. Braun
38
ASTRAGALS and FACINGS
0.57 Lb
#469
I 02 Lb.
#471
> 7 /.e,"<
#495
0.19 Lb.
#496
0.24Lb.
2.00 Ub.
1.00 Lb.
~
ASTRAGALS and FACINGS
39
4+500
#1168
.60 Lb.
1. 01 Lb.
-#952
30Lb.
Illustrations Actual Size
Weights and Measurements Approximate
40
ASTRAGALS and FACINGS
#653
> /+ <
0.97 Lb.
1.06 Lb.
2.53 Lb.
1.33 Lb
Chicago , ILu
J.G.BRAUN
Nx^ouqht- Iron-Ornamlnts-and-SteelMoul-dings
San • Franci scoiCAL .
New.York.N.Y.
IrSCAl .f.-Detail
qf-DoorTrame, HXNDI-ScALL-DeTAILS
of-Lllvator-Fronts
'5 MOULDINGS-AND-ORNAMLNTS
'l53CAl,F.»riFTArr.
XMtoELr^LLT
Again we suggest how varying conditions in
building construction can be met. At the same
time beauty of design and ruggedness are happily
united.
i"5CALL-DLTAILS-0F-PASSENGE;g£LEVATOR'Tte)NTS
^c^Dm^-orMauLm^sj^Kf m^^^mS;.
Copyrighted 1926 by J G. Braun
42 ASTRAGALS and FACINGS
#482
< 7 /l6>
A ^- _— »== .E5^===a==aBE====^^^^=
^^B j
" : : ^
1.4-1 Lb.
#777
0.23 Lb.
#782
0.59 Lb.
#783
0.64 Lb.
Illustration! Actual Slse
Weights and Mtasun-ini'iiis Approximate
ASTRAGALS and FACINGS
43
#766
0.98 Lb.
1.16 Lb.
The many Varying Designs of Plain and Ornamented Facings shown in preceding and following Pages are helpful
in the Layout of Period Effects.
Many of the Patterns may be mitered with Corner Design to match. Where a Square Finish is desired, Rosettes
on Page SO can be used.
Mlutlrniion, Ar tii«l Size
WeighU and MeaiiiremenU Approximate
44
ASTRAGALS and FACINGS
#95
#65"r
*me>
#947
e.^-6 Lb.
Illustrations Actual Size
Weighti and Measurements Approximate
45
~
Chicago, III.
„ J.G.B RAUN
wrought Iron Ornaments andSteelMoui'djngs
■ , , ■..;■. ' • i5AN rhANCJ5CO.GAL.y .
4 ocale Elevation of Entran ce' Type-3. k Scale Ele\8\ti on of Entran'ce Type-4
•^"vSCALE. -DE. TAILS -OF. .
Entrance -and -vestibule
Mould ing s and-Ornameisits
In these details only a slight allusion to the pos-
sibilities in designs can be made, Endless effects
may be obtained with our materials. ORNAMENTS
shown in Catalog 18.
i iScal, e-£levati ok j-S catx-Elevat jon
'"ovriphted IQ26 bv J. G Braun
46
ASTRAGALS and FACINGS
#704-
< Vz >
#692
> 3 / 6 '<
A
0.83Lb.
O.ISLb.
0.21 Lb.
#694-
> 5 /l6"<
2.25 Lb.
DETAIL OF BEAD MOULDING
0.69 Lb
IUtiitrationi Actual Stat
Weigati and Heaiareratnti Approxtmau
ASTRAGALS and FACINGS
47
#4-54
<'/4>
0.25Lb.
>]
0.29 Lb.
#459
> l3 /32 <
O.^SLb.
#950
<Va">
« 540
0.48 Lb.
0.67 Lb.
0.80Lb.
0.64 Lb.
#949
0.76 Lb/
Illuatrattona Actual Size
Weights and Measurements Approximate
48
PERFORATED FACINGS
#635
> '/4-"<
#<S9
2 -35 Lb.
IUmtrationi Actual Size
Weights and Measurements Approximate
49
J.G.BRAUN
VkOLfG H T - I RON - O RNAMEN TS AND-StEEL-Mo ULDINGS
5an Francisco, Cal,; .-
34-33
J ■ i4-«-L^
saij
£5 cale Ele v ation o f Bank Screen
TYPE 1
£"5CALE ELEVATION QFBaNKSCEEEN
• TYFE2
if .Scale Elevation of Bank Screen
s
Type 3
- 1" 5 cale Elevation of Bank -5 creek
Type 4 . • . •
[35+5 • [3f4o
SWFScaLe' Details op
Bank Screens and Railings
Mouldings andOrnament-s
Our
large
variety of
materials does
not
limit
either
design
or
application.
In these
drawings
widely
divergent
effects
have been obtained but
many
more
are
possible.
ORNAMENTS
from
Catalog 18.
y 3CALE. Ll-l-vatio m oe Railing
!llU5TRAT] >:>■•-:;%:.
Copyrighted 1926 by J. G. Bratut
50 PERFORATED FACINGS
#898
#899
&QQQ
> V4'<
1.07 Lb.
Corner Blocks may be used for finishing Panels in Store
and Elevator Fronts, Sign Boards, Partitions, etc.
Other suggestions will be found in Catalog 18. Round or
Square Rosettes can be selected to suit condition and proper
height obtained by applying a Square Plate.
Illustrations Actual Size
CORNER BLOCKS
#1603
No. 1603A— 2" No. 1603B— 2 9/16" No. 1603C— 3"
#1604
No. 1604A— 2" No. 1604B~2 9/16" No. 1604C— 3"
No. 1604D— 3%"
#917
No. 91 7 A— 3" No. 917B--3%"
Weights and Measurements Approximate
CORNER BEADS
51
#104
< I Vie" >
0.74 Lb.
#105
I 9 /
16
I Lb.
# 106
1.24 Lb.
#339
#II7£
, 9 /J
1.17 Lb.
1. 10 Lb.
#1170
1.151b.
Corner Beads have been found to
give excellent Service for Protection
of Columns and Corners, Casings and
as Wainscoting Finish.
They are sturdy, being made of
heavy material, clean looking and neat
in appearance.
Illustration shows how easily An-
chors are attached on Nos. 1170 and
1172. The Rib serves not only as
Means to rivet or weld Anchors to,
but forms an Additional Bracing.
Anchors can be attached parallel to
the Section and are bent at right an-
gle by hand on the Job making for
greater Ease in Shipping.
Illustrations Actual Size
Weights and Measurements Approximate
52
STAIR NOSINGS
#1204
#1165
#1167
< %[ >
We
2/»6
1.00 Lb.
Y ; ,
2'/.6"
.00 Lb.
1. 81 Lb.
Furnished in Random Lengths of 16 to 20 feet.
Cat to Length drilled or with Anchors attached.
Nos. 1167, 1167B, 1203 Patent No. 960489.
#II67B
2.00 Lb.
For Lead Filler
#1203
3"
2.5 Lb.
1204 Composilion-j
c
o
o
DETAIL OF STEEL NOSING
APPLIED TO STEEL RISER. AND
COMPOSITION TREAD
C
M(o5 C&mzni-s
* .* v . *
o
o
o
o
DETAIL OF STEEL NOSING
APPLIED TO STEEL RISER.
AND CONCRETE TREAD
±J^±^ DETAIL OF SAFETY
NOSING APPLIED TO CONCRETE TREAD
m
/M203 r Composition finish
M
V
DETAIL OF SAFETY NOSING
APPLIED TO OLD WOOD TREAD
J.g.Br«aun||3)£rAlLS SHOWING APPLICATIONS 0? STEEL NOSING S HScdlegVj
Our Nosings are adaptable to many Uses, a few of which are suggested. They have found universal Favor for
Durability, Ease of Installation and Moderate Cost. A list of Schools, Public and Office Buildings using these Nosings
will be found on page 71.
Illustrations Actual Size
Weights and Measurements Approximate
STAIR EDGING and NOSING
53
#663
0.54-Lb.
#662
> 7 Az<
0.7 Lb.
#664
> 7 /)Z<
I.I Lh.
4*662
> 7 /tf"-<
1.33 Lb.
.03 Lb
1.47 Lb.
Illustrations Actual Size
Weights and Measurements Approximate
J
#1166
*f B2604
#=B2£>05
#B2606
Sections B2804 to B2806 ARCHITECTURAL BRONZE
Door Saddles, Nos. 1166 and 1200 are furnished in Random Lengths of 16 to 20 ft. or cut to length.
Door Saddles, Nos. B2804 to B2806 are furnished in Random Lengths of 10 to 16 ft. or cut to length.
Illustrations Actual Size
Weights and Measurements Approximate
#1237
DOOR SADDLES and GROOVES
For typical Application note Detail en Pages 37 and 41
#1057
1.15 Lb.
TYPICAL CONSTRUCTION OF ELEVATOR DOOR SADDLE
Va &TOUS
Stee.uTi
LATt
-MM ft. £_
Va
FLI OU5
55
ff 1233
< l" >
1.00 Lb.
5te&l TLate_-
Sections No. 661 to 664 on Page 53 may be used in place of Steel Plate. Portions of Groove may be blocked up
with Flat Iron.
Illustrations Actual Size
Weights and Measurements Approximate
56
ANGLES— Ornamental
90°
#234.
0.17 Lb.
#235
A
7 /6
< "At >
0.23 Lb.
#236
A
Jfc"
< *- ye >
0.3^ Lb.
#240
5/e
< 1/6
0.60 Lb
#242
0.60 Lb
#2-45
1.83 Lb.
#346
V8
< 1i
0.27 Lb.
#350
< 5/8 >
0.40 Lb.
#230
#82
< '/2 >
0.24-Lb
< 3 / 4 " >
0.40 Lb.
#83
^ fA ^ f^At 5 ^'^\.
< 5 /8 > ^ -. ^ . , ^ 3/.'/ ^ y ^^
< I l Ad' >
0.55 Lb.
135°
# 347 # 349
V|6
< 3 /b" >
0.16 Lb.
A
S/.6
5/l6
9/,«"
0.27 Lb.
4.
<
#351
< 3/4'
0.40 Lb.
#352
0.60 Lb.
#231
A
< 5/6" >
0.30Lb.
#233
A
y
< 9/l6>
0.26 Lb,
These Angles find use for Frame Work in Show Cases and Windows, Directory Boards, etc.
The smaller Sizes are especially adapted for Lanterns
Illustrations Actual Size
Weights and Measurements Approximate
1
CRESTINGS
57
#1625
#964-
I
*i.jfiKKa
•„'S'
iiii
Q.32 Lb.
+^I6Z6
0.23 Lb.
#889
0.47 Lb.
#688
0.66 Lb.
0.43 Lb.
0.69 Lb.
Illustrations Actual Six*
Weights and Measurements Approximate
58
CRESTINGS
T
0.6^-Lb.
#963
A
#906
1.13 Lb
1.00 Lb.
Illustrations Actual Size
Weights and Measurements Approximate
Chicago , III.-
J.G.B P.AUN"
Wrought- Iron -ORN/\MENT5-AND-STEE.LMouLDiNgiS
San I"rancjsco Cal.
New-York ,N.Y«
7 ■
,.'/.
fRONT LLLVATION
Roof Plan
Liiirtri
LUX
fRO NT ELEVATION
"iziz^
SECTION OP RIB
*i2 - A- A *
Plan of Soffit
Plant of .Soffit
dlction
Side Llevation
9$M^M&M$M1l
lJrAND^ '5CAI EDETAH 5
OF MAEOU15EAND CANOPY
MOULDING 5 AND ORNAMENTS
Beauty and practical design are successfully
combined in these suggestions. Every arising con-
dition can be met with our materials. ORNA-
MENTS from Catalog 18.
1T5callSe,ctiqn Of LAnGTL
Typical MARQUrsEfeCANOPY
It-LV5rP-ATED-6V- T P. ATM ECL-
Copyrighted 1926 by J. G. Braun
60
CRESTINGS
#905
>%2<
#644
0.67 Lb.
HAND HAMMERED BARS
#64 7
#645
0.43 Lb.
#646
0.64 Lb.
0.76 Lb.
l.07Lb.
For further Hand Hammered Effects see also pages 22, 44 and 47.
Illustrations Actual Size
Weights and Measurements Approximate
1
ANGLES
EQUAL LEG, Square Root
CHANNELS
CHANNELS
61
BOX SHAPE, Square Root
SASH TYPE, Square Root
„ „. Weight in
No. Size Lbs. per Ft.
968 iV'x ,V'x &" 0.19
972 %"x V 2 "x A" 0.28
976 y B »x y 8 " x &" 32
978 %»x %"x A* 0.36
979 %"x %"x \i" «. o.Sl
983 V 8 "x %"x &» 42
986 1" xl" x A* 0.51
987 1" xl" x W 0.70
992 lH ,f x\]4"x y s » 0.90
1157 \Wx\y 2 »x y % » 1.22
1018 2" x2" x A" 2 .00
UNEQUAL LEG, Square Root
No.
1000
1014
1015
1001
1016
1005
1003
1010
q;„ Weight in
Sl2e Lbs. per Ft.
M"x H"X &" 32
%"* W* «*..... o!43
l" x y 8 "x y 8 ». a 58
A /4 x ^ X 32 60
IM'x^xM" 075
\%y*A'xx» S:£
i^'xi" x y s " 095
2 *i" x H" 1.20
135° Filleted
No.
1160
1156
M"x %"x H".
1" Xl" X %".
Weight in
Lbs. per Ft.
0.55
0.72
No. Size
Weight in
No. Size Lbs. per Ft.
1061 y 2 "x y/x A" 0.33
1062 y 8 "x %"x A" 0.47
1052 %»x %"x A" 0.54
1053 y 8 »x y 8 "x A" 0.65
1054 1" xl" x y 8 " 1.00
1087 \y tf x\y±"x y H " 1.35
1155 l>TxlK"x y 8 " 1.75
1139 2" x2" x A" 2.64
1058 2?6*x2j£ w x A" 4.23
UNEQUAL, Square Root
Weight in
Lbs, per Ft.
1051 H" x ff"x a*: 0.5
1217 l 1 ' i? "x2" x if 2.2
TEE IRON
No.
1065
1064
1089
Weight in
Size Lbs. per Ft.
liV'xl" X A" 1.50
iM"x H"x y % " 1.12
2" xi" x y 8 " 1.45
UNEQUAL, Filleted
No.
1056
1059
1060
406
Weight in
Size Lbs, per Ft.
lA"x >g"x A" 1.15
l%"xl" x y s " 1.25
lM"xlA"x y g " 1.55
2^"x H"x A" 2.35
#1093
< 5/s" >
T
0.38 Lb.
441096
T
0.^-8 Lb.
#1079
< V4 >
H
T
0.46Lb.
#I20£>
< V4 >
in
ustrations Actual Size
0.96 Lb.
Weights and Measurements Approximate
62
ZEE IRON
#1158 ** < l0 ^° > #||59 #1024
0.90 Lb/' v P - !?™ B
■■HEM 0.90 Lb. ■
< * \y, b u > < Ve" >
1.14 Lb. 1.47 Lb.
#1022
< 5/ 6 " >
< 7/ 6 " > ^^^
0.90 Lb. v |
Va"
1.47 Lb.
HARDWARE for VESTIBULE DOORS
< Vz >
1.06 Lb.
Ball Bearing Blank Butts
Bronze Locks
Carried in Stock in 6"x5" and 6"x6"
Furnished with 1" or iy 2 " Backset
for 2"x 2" and 3"x 2" Tubing for Right
or Left Door.
We also carry BRONZE LEVER.
HANDLES AND KNOB to fit.
Illustrations Actual Size
Weights and Measurements Approximate
TUBING, CAPS and DROPS
63
TUBING, HOT ROLLED WELDED (No Seam)
C. I. CAP and DROP TY^E B
For 3" and 4" Tubing
C. I. CAP and DROP TYPE A
For W, 2", 2V 2 '\ 3" and 4" Tubing
This Tubing is suited for Columns, Newels, Heavy Railing, etc. It has a hot rolled surface and slightly rounded
corners. It is to be preferred to cast iron for its clean appearance, greater strength, lighter weight. It may be enhanced
by panelling or ornamentation as indicated on page 9.
TUBING, COLD ROLLED WELDED (No Seam)
Square
y*'
'x y 2 "x
16 Ga.
%"* s A"x
16 Ga.
%•
'x %"x
16 Ga.
Vs'
'x K"x
16 Ga.
i"
Xl" X
16 Ga.
lM"xlM"x
16 Ga.
IX'
'xlK"x
16 Ga.
W
'xl^"x
14 Ga.
i%'
y xl^"x
14 Ga.
2"
x2" x
14 Ga.
iy*
*x2}<£"x
14 Ga.
3"
x3* x
11 Ga.
Rectangular
2" xl* x 14 Ga.
2" xl34"x 14 Ga.
2" xWx 14 Ga.
23^"xlM"x 14 Ga.
23^"xl3^"x 14 Ga.
3" xl" x 14 Ga.
3" xlM"x 14 Ga.
3" xlj^"x 14 Ga.
3" x2" x 14 Ga.
3^"xlM*x 14 Ga.
This Tubing has smooth bright surface and fairly sharp corners. It has found many uses, the most common of
which are Door Frames, Partitions, Railings, etc. Some of the applications are shown on pages 15 Store Fronts, 37
Elevator Cabs and Partitions, 41 Elevator Doors and 45 Entrance Doors.
DOOR FRAME TUBING
i, SPECIAL SEAMLESS
Square
a
%"x %"x 20 Ga.
%
y 2 "x Y 2 n x 18 Ga.
%"x y % "x 18 Ga.
M"x %"x 18 Ga.
xl" x 16 Ga.
&*"
TUBING, SPECIAL SEAMLESS
Hexagon
I4"x 18 Ga.
%"x 18 Ga.
%"x 18 Ga.
1" x 16 Ga.
Rectangular
•v s "xM"x 18 Ga.
While the Cold Rolled Welded tubing may only be used straight the Special Seamless can be twisted, bent, flanged
and otherwise reshaped. Some of the operations may be performed cold while for the more severe ones it must be heated.
Weights and Measurements Approximate
64
PICKET TOPS
No. 11
l A ff Rd.
W Rd.
No. 1
W Rd.
H" Rd.
W Rd.
W Rd.
No. 4
16
Rd.
Rd.
Rd.
W Rd.
3^" Sq.
Vs" Sq.
M" Sq.
No. 14
H* Rd.
^" Rd.
W Rd.
No. 2
A* Rd.
W Rd.
%" Rd.
M" Rd.
^" Rd.
1" Sq.
W Rd.
%* Rd.
3^" Sq.
W Sq.
No. 205
W Rd.
%" Rd.
No. 203
* # Sq.
3^" Sq.
^" Sq.
r Sq.
1M" Sq.
Illustrations ^4 actual size of %" Shank.
No. 207
W Sq.
W Sq.
X' Sq.
7 A" Sq.
Kv^Pl
No. 208
Y" Rd.
%* Rd.
Measurements Approximate
PICKET TOPS
65
No. 12
W Rd.
%" Rd.
H" Rd.
No. 54
ft* Sq.llJ
'A" Sq.
H" Sq.
*T*Sq.
CENTER PICKETS
No. 49
%" Sq.
W Sq.
No. 48
%" Sq. *
%" Sq.
PEARL BARS
No. 202
y % » Rd.
W Rd.
M" Rd.
No. 201
l-i" Rd.
^*Rd.
Illustrations J / 2 actual size of ^" Shank.
No. 48 and 49 */ 2 actual size of s/ % " Shank.
No. 200
A" Sq.
W Sq.
J^" Sq.
J** Sq.
H" Sq.
No. 1
No. 2
No. 3
Illustrations V 2 actual size.
No. 4
Measurements Approximate
M
66
NUTS and RIVETS
OVAL
ROUND
HALF ROUND
^'-j^y ^
■ ~~^f
No. 106
No. 107
No. 108
No. 109
No. 110
No. Ill
K"xh
^"xA
5i"xA
H'xfr
1" x%
No. 16 A w
No. 15 K"
No. 14 A"
No. 13 %"
SQUARE
No. 21 %" across flats
No. 20 l A" across flats
No. 19 %" across flats
No. 18 %" across flats
ROUND
No.
42
M" dia
No.
41
A" dia
No.
5
W dia
No.
4
V 2 " dia
No.
3
?s" dia
No.
2
M" dia.
No.
1
JT dia
No.
1 " dia
OVAL
No.
42
H"
dia.
No.
41
5 //
16
dia.
No.
5
%"
dia.
No.
4
"A"
dia.
No.
3
%"
dia.
No.
2
K"
dia.
No.
1
Vs"
dia.
No.
1"
dia.
No.
2/0
1 y%
dia.
No.
3/0 IK"
dia.
No.
4/0 1%*
dia.
No.
5/0 IW
dia.
HALF ROUND
SHOULDER BALLS
No. 70 l"x%"
SQUARE
No. 71 W*W
No. 106 H M x)4"
No. 107 ^"x^"
No. 108 H"*&"
No. 109 %"xfz"
No. 16 A"
No. 15 y 2 "
No. 14 A"
No. 13 %"
No. 21 %" across flats
No. 20 l A" across flats
No. 19 %" across flats
No. 18 ^^ across flats
SCREW BALL
Holes through Nuts and Shanks on Rivets
measure from 3/16" to 5/16", dependent upon
Size.
SCREWS: Round, Oval and Half-round
Shapes carried in stock threaded with nuts
attached. Order by same number as Rivets.
No. 75
Illustrations Actual Sim
Weights and Measurements Approximate
J.G.BRAUN
ru ;^ Alll -' "Wrought Iron. Ornaments and Steel Houlding 5
CHICAGO, ILL. - S AN f>ANCl3CO.CAL.
KfwYork,N.Y
■■» »| 4P in 7*
z
PQQ222
A A
*
= £JELe^o^qNjlQf • Half • Elevation ■ of '
GAte-T ypf.-N £ 1 :^at e -Typ e-N- 2
EX X VAT IG NQ F HaLEEleYATIuN- OF HALF- ELEV ATION- OF
UnceiTVpEtA Gat eTy pe-N^ 5 Gate Type-M 9 4 .'
Elevation of Gate Type N g -7
Half E leva tion, of Half Elevation
Gate and Fence of Gate and fence"
TY PE-N 5 5 TfPErN-G
^5cale det a1 l s_of
Fence d Gates a nWosis
moued ing 5 and ornaments
In these details we attempt to show the adap-
tability of Pickets and Ornaments. Any design
may be carried out with a selection from over
2,500 numbers. ORNAMENTS shown in Catalog 18.
ELEVATI ON - OF G ATE
Elevation -or Gate -Tf pe hP5
lllvation-of-GateTyfe-N? id
lL LUST r At^P Bv T R.ATN e.fl..
Copyrighted 1926 by J. G. Braun
68
ORNAMENTS
HOT FORGED for Exterior and Interior Work— Scale 3"=!'
2791
6065
2151
3 380
The Selection is made from over 2500 Patterns carried in Stock, truly a Marvellous Collection. Every Variety of
Wrought Ornament may be found. They approach the Hand Forged Character to such a Degree that Detection is al-
most impossible. Their Cost is considerably less than that of Handwork. Artistic Wrought Iron is therefore within the
Reach of all who love it.
The Material is of sufficient Thickness to withstand Weather Conditions, and is adapted to all Finishes, whether
Paint or Polychrome, Polishes or Swedish Iron Finish. The full Selection is shown in Catalog 18.
STUDDING NAILS
Over 20 designs carried in Sizes
from 3/g" to l^s" Diameter.
If interested ask for Special Folder
on Forged Nails.
ORNAMENTS
69
COLD STAMPED for Interior Work
Scale 3"= 1'
Of Ornaments largely made of Sheet Metal we carry over 500 Numbers. A great many have been designed by
American Artists and show exquisite Detail. They have found Use in all Types of Interior Work, such as Stair. Rails,
Gates, Lamps, Tables, Fernstands and numerous other Articles. All desired Finishes may be applied. For full Line
obtain Catalog 20.
PERFORATED SHEETS
HUIUIUI
IWIOIOIC
JIUIUIUI
IWIOIOIl
jiwiwiwi
■IUIWlOtt
■ ■■■■
'■■
■ ■ ■ ■ ■
■ ■■■■
■ ■■■■
■ ■■■■
■ ■■■■
■ '■■■■
■ ■'■■■
» x 6'7" in 19 B W G. Other Sizes #nd Gauges furnished on Special Orders. They
suited for ^ Covers, Fire Screens, Ventilators Flower Stands, Furniture and many other pur-
i* ™fj flMSS . Wr wl Want. Many more patterns are available. If interested, ask for Catalog 26.
poses. They are filling a long felt Want. Many
Illustrations Actual Size
Catalog
Weights and Measurements Approximate
70 LIST of REPRESENTATIVE BUILDINGS
in which our Materials have found use
CITY
BUILDING
ARCHITECT
ORNAMENTAL IRON WORK
AKRON, OHIO
Keith Theatre
Good & Wagner
Ornamental Iron Work Co.
ALBANY, N. Y.
City Savings Bank
Marcus T. Reynolds
West Side Structural Co., Inc.
AUSTIN, TEX.
Biology Building, University of Texas
Herbert M, Greene
Southern Ornamental Iron Works
AMBRIDGE, PA.
Elks Club
Star Ornamental Iron Works
BIRMINGHAM, ALA.
Federal Reserve Bank
Warren- Knight & Davis
Decatur Iron 8b Steel Co.
BOSTON, MASS.
Nurses Home, Faulkner Hospital
Oscar A. Thayer
Smith 8s Lovett Co.
BROOKLYN, N. Y.
American Trust Co.
Horace S. Luckman
Reliance Architectural Iron Works
CEDAR RAPIDS, IOWA
Merchants National Bank
Weary & Alford Co.
Flour City Ornamental Iron Co.
CHARLESTON, W. VA.
Charleston Senior High School
Warne,Tucker&Patterson
Hughes Keenan Co.
CHICAGO, ILL.
Masonic Temple
C. W. 85 Geo. L. Rapp
Guaranty Iron 8b Steel Corp.
«
Lincoln Turner Hall
M. F. Strauch
Frank Scaar & Co.
u
Lincoln Trust 8s Saving Bank
Hall, Lawrence, Ripple 8b
Ratcliffe
Simpson-Frisch Co.
«
Chicago Town & Tennis Club
Philip Maher
Wetzel Iron Works
CLEVELAND, OHIO
Penton Publishing Co. Building
Geo. F. Burrows
Van Dorn Iron Works Co.
a
J. R. Nutt, Residence
Palmer 8b Riley
Rose Iron Works
DETROIT, MICH.
S. S. Greater Detroit 85 S. S. Greater
Buffalo
Detroit Shipbuilding Co.
Weigel-Brown Iron Works, Inc.
EAST LIVERPOOL, OHIO
Mary A. Patterson, Memorial Building
Peterson 85 Clarke
Tyler Iron Works
GALVESTON, TEX.
Medical Building, University of Texas
Herbert M. Greene
Southern Ornamental Iron Works
f
GREENSBORO, N. C.
North Carolina College for Women
Harry Barton
Monteith-Soule Co.
;
GRAHAM, N. C.
Alamance Court House
Harry Barton
T. L. Talbert Iron 8b Steel Co.
HAMMOND, IND.
First National Bank of Hammond
Weary 85 Alford Co.
Western Architectural Iron Works
HILLING, MINN.
Belmont Apartments
Arthur Dahlstrom
C. W. Olson Manufacturing Co.
INDIANAPOLIS, IND.
Elks Club
Adolph Scheuer
Enterprise Wire 8b Iron Co.
JERSEY CITY, N. J.
Simpson Grace Church
Charles Granville Jones
Ferguson-Phin Iron Works, Inc.
i
JOHNSTOWN, PA.
State Theatre Building
H.C.Hodges 8c CD. Hill
Lamer-Brocke Steel 8b Wire Works
KANSAS CITY, MO.
Alcazar Hotel
L. O. Willis
W. S. Humphrey Wire 8b Iron W'ks
KINGSTON, N. Y.
Governor Clinton Hotel
Geo. E. Lowe
Newburgh Iron Works
LOUISVILLE, KY.
Federal Land Bank
D. H. Murphy 8b Bros.
Champion Wire 8c Iron Works
a
Southern Baptist Theological Seminary
James Gamble Rogers
Logan Co.
LOS ANGELES, CALIF.
Los Angeles Biltmore Hotel
Schultze & Weaver
A. J. Bayer Co.
MILWAUKEE, WIS.
Tower Theatre
Dick 8c Bauer
Globe Wire 8b Iron Works
MORRISTOWN, PA.
Morristown Penn. Mutual Trust Co.
Simon 8e Simon
Humphreys Co.
NEW HAVEN, CONN.
St. Raphael's Hospital
Walsh
McDermott Iron Works
NEW YORK, N. Y.
Silk Centre
McKim, Mead 85 White
Albee Godfrey Whale Creek Co.
a
Nurses Home
Crow, Lewis 85 Wick
Fassler Iron Works
a
Hotel Marseilles
C. N. Whinston 8b Bros.
Grand Iron Works
u
Museum of Natural History
Trowbridge 8b Livingston
Williams Iron Works
PHILADELPHIA, PA.
George Howe, Residence
Geo. Howe 8b Fumess
Evans Co.
Robert B. Lederle 8b Co.
u
Corn Exchange Bank
Arthur H. Brockie
Frank Pettit Ornamental IronWks
PITTSBURGH, PA.
Mount Mercy Academy
Edward Stotz
Vilsack Martin Co.
PORTSMOUTH, VA.
Orpheum Theatre
Chas. M. Major
Standard Iron Works
PROVIDENCE, R. I.
School of Languages, Brown University
1 Herbert Hunt
Mueller Metal Works
READING, PA.
Rosedale Knitting Mills
Bauman Iron Works
RICHMOND, VA.
Virginia State Office Building
Carneal 8b Johnston
Richmond Structural Steel Co.
ROANOKE, VA.
Boxley Building
Frye 8b Stone
Roanoke Iron Works
ROCHESTER, N..Y.
Baptist Temple
Gordon 8b Kaelber
Carl Traver
Faucher MacMurrary
ROCK HILL, S. C.
Citizens Bank
C. C. Hartman
J. D. Wilkins
SAGINAW, MICH,
Standard Oil Building
Standard Oil Co.
Koehler Bros.
1
List of Representative Buildings (Continued)
in which our Materials have found use
71
CITY
SAN FRANCISCO, CALIF.
a
SARANAC LAKE, N. Y.
SCRANTON, PA.
ST. LOUIS, MO.
a
u
SUFFERN, N. Y.
SYRACUSE, N. Y.
TAMPA, FLA.
TRENTON, N. J. *
THIELLS, N. Y.
TROY, N. Y.
TUCKAHOE, N. Y.
WASHINGTON, D. C.
WINCHESTER, VA.
WHEELING, W. VA.
YOUNGSTOWN, OHIO
BUILDING
Pacific Gas & Electric Co. Building
Pacific Tel. 85 Tel. Co. Building
Saranac Lake Post Office
Scranton Junior High School
Hancock School
Senate 8c Congress Apartments
Roosevelt Hotel
Suffern National Bank
Third National Bank
Cass St. Arcade
Junior High School No. 4
State Administration Buildings
House of Good Shepherd
First National Bank
School Buildings
George Washington Hotel
Central Union Trust Co.
S. H. Kress Building
ARCHITECT
Bakewell 8b Brown
Miller 8b Pflueger
U. S. Government
Gilbert N. Edson
Chas. Wray.
Preston J. Bradshun
Favrot-Livandais
Alfred Hopkins
A. L. Brockway
Fred J. James
Ernest A. Sibley 8b Wm. A
Klemmann
State Architect Sullivan
W. Jones
Morgan 8b Milliman
Holmes 8b Winslow
A. L. Harris, Mun. Arch.
Clarence L. Harding
C. W. Bates
E. J. T. Hoffman
ORNAMENTAL IRON WORK
Federal Ornamental I. 8b B. Co.
Peerless Ornamental I. 8b B. Wks.
Economic Iron Works
Standard Iron Works
Mesker Bros. Iron Co.
Usona Manufacturing Co.
Lasar Manufacturing Co.
Rockrange Iron Works
Smith 8b Caffrey Co.
South Florida Ornamental
I. 8b W. Works
National Iron Works
J. J. Reynolds
N. C. Clausen Arch. I. Co.
McDougall 8s Potter Co.
Alexandria Iron Works
Norfolk Iron 8t Wire Works
J. E. Moss Iron Works
Federal Iron Works
LIST of BUILDINGS using STEP NOSINGS
CITY
BALTIMORE, MD.
BOSTON, MASS.
BUFFALO, N. Y.
a
CHICAGO, ILL.
DENVER, COLO.
KANE, PA.
GRAND RAPIDS, MICH.
LOCKPORT, N. Y.
LYNCHBURG, VA.
MUSKEGON, MICH.
NEW YORK, N. Y.
BOSTON, MASS.
PHILADELPHIA, PA.
PRINCETON, N. J.
ROANOKE, VA.
SPARTANBURG, S. C.
YORK, PA.
BUILDING
Equitable Building
C. E, Osgood Co. Furniture Store
Crescent Telephone Co. Building
Main Street Market
Angelus Apartment Building,
Cohans Grand Opera House
Mountain State Tel. 8b Tel. Co.
First National Bank Building
New Burton School
Clinton Street School
Junior High School
Senior High School
Cotton Exchange Building
National Rockland Bank
Philadelphia Electric Co. Sub-Stations
Administration Hall, Hun School of
Princeton
Boxley Building
Spartanburg High School
Strand Theatre
ARCHITECT
J. Wm. Beal 8s Sons
Oldefest 8g Williams
Rebori, Wentworth,
Dewey 8c McCormick,
Wm. N. Bowman Co.
A. Stanley Miller
Henry H. Turner 8s
E. V. Thebold
Heard & Chesterman
Henry H. Turner 8b
E. V. Thebold
Thomas M. James Co.
John T. Windrim
Rolf Wm. Bauhan
Frye 8c Stone
E. C, Horn Son
ORNAMENTAL IRON WORKS
Dietrich Bros.
Federal Iron Works
August Feine 8g Sons Co.
August Feine 6c Sons Co.
James Shedden 8c Co.
O. H. Hill Co.
Inc.
Mid West Steel 8c Iron Works
Henry Althof 's Sons Co.
C. W. Olson Manufacturing Co.
August Feine 8c Sons Co.
Roanoke Iron Works, Inc.
C. W. Olson Manufacturing Co.
McDougall ^ Potter
Norfolk Iron Co.
Philadelphia Electric Co.
Richmond 8c Kemp
Roanoke Iron Works, Inc.
Palmer Spivey Construction Co.
Wm. Christensen.
J
Live Music Archive
Librivox Free Audio
Metropolitan Museum
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Understanding 9/11