Plans TYPE "A" TYPE "B" t(,(.0(40 Sw `--/ -PZ
PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN CENE�
50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED LI 1�(
IN CONSPICUOUS LOCATION STATING IN CONSPICUOUS LOCATION STATING �VJ
3000# CAPACITY @ 108', 192' 3000# CAPACITY @ 18',36',54',82',112',142',172',202'
APR 12014
- rr 3'-6' 12'-0' 12'-0'
1 1 I I 1 Girl OF TtG t°s
LOAD BEAM
ID LOAD BEAM m ® I ��ED PROfF"
M m 2'-6, �c� G I IV FF`may
\-CONNECTOR LOAD BEAM ID °� 11949
P 9
2'-6'
O. - ON
7'-0' L❑AD BEAM �F c 3' Aq
Z
V J. Fa�v
J CONNECTOR
18'-0' LOAD BEAM m 0 5'-0' I EXP.. DATE: 12/ i g 1
d d
CONNECTOR D LOAD BEAM
m m
2'-4'
I LOAD BEAM
J 9'-O' i0 m — 1'_6,
BRACE-- LOAD BEAM Q
a I I
m ID 1'-6' r,
D D LOAD BEAM
In ID— w 4 Q
. 1'-6' h- (.4 in 0 13
• - - i C� W a
UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION ¢ A o A o
z O -- ° � N
U ce tn - I— o
,- a -p ¢ In U
In UCD d > W
CD W 1, W U W Q' F---I 75
�o �A90 COLUMN 3' W (1J N �w W Q CU
v 14 GA THK o H XA (4
Ln 0 3/8x 5x 8 BASEPLATE W X ¢ Li I\
"" (2) 1/2'0 ANCHORS N o --� A(kJ cz
W
3 1/8 �1-1/2' 6'oc ° Q A O v) d`
° 3/8'x 5'x 8' C 1.5 x 1.5 1S EA SIDE
■
ao l BASEPLATE 14 GA THK II W Li A + }-
M (2) 1/2'0 ANCHORS 2' OF 1/8' BRACE :° L .. FF Q W ~ �W Q Z °w F—
FILLET WELD Ica a � � l- w � = V)
3 3 EA END TO COLUMN Fie 6' III 3.25` d1 J M 0
BRACE • 6' u ) Z 3 !I, Z 0 L V I--I U O pq CD 1/8 "1-1/2' EA FACE 1/8' %1, 1 6' CONCRETE SLAB ON GRADE M II J O N W W Z CZ L
IN COLUMN & BASE PL �`� �J ' J 3 w ° O
v, �Q- COLUMN BASE X-SECTION o w ¢ .o ¢ C7
BRACE CONN OJ u �CD W L Z �-
Li
0 4I � W II lj � (�
o I P W (41:1- J O W Z
u CONNECTOR N i_ O
a x 1 W (3) PIN CONN W v)0 (3) AISI A502-2 RIVETS g O U
o ! 16 GA THICK 0 LOAD BEAM 7/16'0 2'oc W II W N A = W HOOK THRU SLOTS 8 0 F II v) H ¢ U o Lfp p a 1-5/8x 3x o IN COLUMN 0 O II WW O Z V)0
['fl_5/8'H
7 3/16' THK 1/8 V VERT EDGES 0 0 Z II A f v) J ¢ CO Q
E CONNECTOR 0 SAFETY PIN TO RESIST ,-. .. .. .. ..
co LOAD BEAM 1000# UPLIFT LOAD Rj (-j 4 in CL
COLUMN-BEAM CONN
U
` TYPE "E"
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
3000# CAPACITY @ 64', 128', 192'
3'-6' 8'-0'
r I •I . G T
- - iiREaPROT ,
V� �G I N F ��O
1
® LOAD BEAM °�
444 44 119 • �..
o CONNECTOR 0'4 5'-4' e �c3, 1-7•
ti
'41 J. Rol"'
E LOAD BEAM
10 EXP. DATE: 12// 01 0
U 18'-0' CONNECTOR
5'-4'
LOAD BEAM
Z m to — 0
x
\--CONNECTOR o =
BRACEC) U U of Q
5'-4'
n D <Y Q
LA
4-
/ I— (4 In N LD
C_ w a
Z H
- UPRIGHT LOAD BEAM ELEVATION = p .- o Q N I-
U Ce to 1- o V)
1- a Q In U
In UcD d > (1J
01 JI- WUW 4* I-H 75
�p z NQ J z
N. 97 x COLUMN 3 N L`.I D L'
cl
14 GA THK o x Q0W W 0 aj
3/8x 5x 8 BASEPLATE W X Q CZI C�
3• (2) 1/2'0 ANCHORS •' p --I A -- q W F---
°
cs, 3/8'x 5'x 8' C 1.5 x 1.5 1.5 1/8 �1-1/2' 6'oc 1� N p (n
EA SIDE U WW Q + �-
° Co FY BASEPLATE 14 GA THK fl 3
2' OF 1/8' ,:, I ,:, FF (/1 -- V) w 1 Q Z C3
ch 3 (2) 1/2'0 ANCHORS FILLET WELD BRACE - Q Y A W O 1— W �— 0 (A
EA END TO COLUMN !II 3.25' to w N <n p A LL U
°' BRACE ■ 6' In3Z3 11. Z (� W � I—I O CJ. 1/8 1-1/2' EA FACE
1/8' �1' ! 6' CONCRETE SLAB ON GRADE pq II J a J N W W g J CY
'Cr
Z
COLUMN & BASE PL �P�� COLUMN BASE X-SECTION m a Q �' 3a W a
0
Z o mJ � , U z D
BRACE CONN a' ° > go CL
a 4I U W 11 LIJ
ac p (/l
LA In _10wz
a CONNECTOR
�' �' p
U a 1-5/8'H STP x 1� W (3) PIN CONN z o o �� A Q W N X
3.5 0 (3) AISI A502-2 RIVETS ` vl II Z U
014. 16 GA THICK o L❑AD BEAM 7/16' 2'oc o 0 I' W II W Q I Z W H❑OK THRU SLOTS 0 I- II .. Q U $-. I L,J
1-5/8x 3x� o IN C❑LUMN 0 CD II W Q W O Z (� °ci <2.75 3/16' THK 0 Z II A (� J Q 1
Z CONNECTOR 1/8V VERT EDGES 0 SAFETY PIN TO RESIST ,� .-. .. ,-.
co LOAD BEAM 1000# UPLIFT LOAD : Rj �i •a tri CL
41 COLUMN-BEAM CONN
U .
' TYPE "C" TYPE "D"
PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED CT •
IN CONSPICUOUS LOCATION STATING IN CONSPICUOUS L❑CATION STATING •
3000# CAPACITY @ 64', 128', 192' 3000# CAPACITY @ 64', 128' ��Ep PROFFf`
G N
I •r
- 3'-6' 12'-0' 12'-0' V FF Eby
I- - I °` 194 %�
N OR :• •
III LOAD BEAM m FC`. 3, 19�ryV
CONNECTOR �v J. HI 2'
1
I EXP. DATE: 12//4/ t
S'-4'
Z LOAD BEAM LOAD BEAM
m 0 m W
O
(J 18'-0• CONNECT OR CONNECTOR
1
5'-4' 5'-4'
N LOAD BEAM LOAD BEAM CY
Z 01 to — to m E]
x
o = CONNECTOR = i CONNECTOR i
BRACE-V In Q
5'-4' 5'-4' .
a_ a_ a_ a_ f
w
I– vi v) 13
- - a w a%
a ~'
- UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION = p -- °o A CU I
u CY tnn I— = V)
1— a +; Q in U
In U O 6 > (U _ 1
z of JNW ( ) J I_LI I z
FL X97 z COLUMN 3 N w D c w (4 ED cu
14 GA THK o X m N a w
v, o 3/8x 5x 8 BASEPLATE w x Q In W N cz
^^ (2) 1/2'0 ANCHORS N p --1 w N > A w
.�-I 3'
1/8 F1-1/2' 6'oc N. I, N Q O v) C-
o 3/8'x 5'x 8' C 1.5 x 1.5 1.5 EA SIDE w Id a m +
o ao kli BASEPLATE 2,140E A THK fl i� ` 0/ -- 01 F- CD A z c3 CL 3
m (2) 1/2'0 ANCHORS FILLET WELD BRACE /., - Li- FF Q Y g W O W w W V/
3 3 EA END TO COLUMN ! 6' �■ 3.25' in J Ce 0 M p (� X LL- r�1
-D w II Z Q (� __ �/
a, BRACE 6' U 3 0 3 ' v) w O
N .-1
° 1/8 �1-1/2' EA FACE 1/8' /1• ! 6' CONCRETE SLAB ON GRADE II J 0 (� W w Z �/ QD
cc COLUMN & BASE PL P�� >'J ' J 3 W ° O joi
z �q- COLUMN BASE X-SECTI❑N o w a a ° C7 CD
BRACE CONN N o w N w 7 `�
o! w IIw v)
u CONNECTOR a N
a 1-5/8 H x 1' W 0
f STEP (3) PIN CONN z 0 0 A a Q CZ.1
J w ce J
7- 4,75 0 (3) AISI A502-2 RIVETS fri N II Z a p j
X I 16 GA THICK o LOAD BEAM 7/16.0 2'oc aJ 0 w II w Gl 2 Z W o i HOOK THRU SLOTS 0 0 p I— II N I— .-4 Q U 1-4 o LIJ
$' 1-5/8x 3x - o IN COLUMN 0 O II w Q w O Z X (/)
2 2,75" 3/16' THK 0 Z II A M 0 _J <E I
E CONNECTOR 1/8V VERT EDGES 0 0 SAFETY PIN TO RESIST ,-. .", r. .-. Q
co LOAD BEAM 1000# UPLIFT LOAD Rj ri In a_
N COLUMN-BEAM CONN
U 1