HomeMy WebLinkAboutBuilding PlansHandrail
PLAN VIEW
%MOUNT BACK TO BACK
scale: 3/16"=1'-0"
SEE a-1EET 2 FOR SINGLE FACE & V PLAN VIEW
Walkaround catwalk
(20 1/2" wide)
Rear access ladZ
Panel tie -down location
(typical top & bottom .
stringers, each end)
CHECK WITH MARKET MANAGER
FOR STRINGER AND CATWALK
LOCATION
--Rear access ,
fndclw, n.
_ C
JNT COLUMN Ac FOUNDATION SCHE
Column Ladder
_ - „I! Height
g
nda Ion Drilled Foundation i rm
Ire
oundation
Rungs - 3/4"0 rod, 12" c/o
P U o er
Width
Stringers - 2 1/2"x 3/8" borstock, 16" in. to in.
J —
r
(Ladder to meet OSHA standards)
r
-0"
_ 4'-0"
Ladder Standouts
—
-
13'-6„
9'-011
2 1/2"x 3/8" barstock, length to maintain on H"
minimum toe clearance, welded to column
0"
14'-0"
11'-0" 5' 6"
pipe
58'-C
4'.-6"
15'-0"
12'-0" 6'-0"
and ladder
Column pipe- --_,
58 -1 "_ to 67'-6' 4;
„
_ 6"
r 6'-0"
12'-0" 6'-0"
(see schedule)
67 -7" to 80'-O"
23 -0" 5
FLAG ,' FOUNDATION SC , ;
16'-6"
13'-0" 6'-6"
at- on �'- ;ckhoed Foundation
alum
_
Tiameter
L.pth
Length Width
See splice detail
12'-6"
8'-O" 6'-6" L
4'-0"
13'-6"
10'-0" 7,-0"
0
---
20 4' 6
15'-0"
1l'-C" 6'-6"
54 1"
22'-O" 4'-6"
15'-6"
12'-0" 7'-0"
7 Column pipe
1 (see schedule)
__ _
_... _
13'-0" 7'-6"
.,, a er er, s,te
.eqd
Grade --�_
I � I
Hcdrail I
Handrail
a� v,
y
Wcxaround catwalk -- Walkaround Catwaltt
(2C 1/2" wide) (20 i/2" wide _
• _ _ .____
t
��
Rer access ladder Rear access ladder
.._ _ Rer catwalk WS
I __.
Tui angle leg down
otwalkaround connection I I ar `M;
a - Sign face-J
Front catwalk PLAN VIEW ' k `11
a11
}nr 4 h i
s
go
FULL FLAG BACK TO BACK;
scale: 3/16"=1'-0"
k' SEE SHEET 2 FOR SINGLE FACE & V PLAN VIEW-2.
x '
# n 36'-0" sign face "w I €
�g 11
3'-0" - _0
frame-- from " "` frame frame
L 5"x 3"x 1/ 4"� Rail stop (see detalf) '
' hangrai! ai:
Panel tie -down location
�t s:, rR�BBBBBBBTli x /4K-- _ (typical top & bottom
,U I stringer stringers, each end)
u
-1- - - -1 - - I -- CHECK WITH MARKET MANAGER
Rear access 3/4'� rod
c I I Rear catwalk FOR STRINGER ANO CATWALK
° odder n o crossbracing LOCATION A
Rear access 3
o ° o�, -°°I a°I ladder
1"
I r �I
Handrail
Handrail
o
Na
u_
See column \\-24"O x .500" pipe
connection detail
0
.f Column Ladder j
( Rungs - 3/4"0 rod, 12 c/cT
Stringers - 2 1/2"x 3/8" barstock, 16" in. to* to
(Ladder to meet OSHA standards)
Ladder Standouts
2 1/2"x 3/8" barstock, length to maintain an 8'
minimum toe clearance welded to column pipe
and ladder
Column pipe �� A
(see schedule) a
See splice detl
1" min
�L pipes
I
Column pipe
1" splice plate
d
I I
d
W x L
8 0 45'
1 /4
sr
L-
W = width a' weld
L = length of weld
—1" splice plate
t = wall thickness
Column pipe
of lower pipe
W=t+5/16
i = 4 x t
�—diameter—�
Concrete foundationAiwu
%II—V
VISIONConcrete foundation k -dConcrete foundation
—No. 5rebar, 16" c/c da I s - x �'J�Oi3-fl/
g __ . , _ (both sides)1 UST BE KEPT ON JOB
r n`� ^a v° Alternate - 4x4-W4xW4 °I c ,. F=�'o t91C ,„ 'yIltBE}I'IA,DE,
I welded wire fabric ° F, + au
both sides
o L 3"x 3"x 1/4" x 3'-0' l °o b Q i xo 0s
welded to
.,_e � u
I (welded to P4 req'd Ppaly spaced �rol Pe
). r
I 4 req'd equally spaced
b L °
`,.
-p<.»a _ °
- --- I Foundation length
bearing � I
200 psf/ft.) Foundation �__-�
width
Undisturbed soil
(Undisturbed soil g ALTEI\HATE �IDE VIEW (minimum bearing
minimum bearin Foundation _ pressure is 200 psf/ft.)
pressure is 200 psf/ft.) Foundatione
diameter "D � - "`•!RATIONdiameter
CENT(. _'.MOUNT FULL FLAG
IGN FAC ELEVATION 51GN FA(-F ELF\/,TION
' NOTES
.21
awl
1. Design wind pressure is 64 psf...
2. - This drawing represents Quantum standards'
there shall be no substituting member sizes or
thickness.
3.-Check with sign location market for stringers
` and catwalk location.
4. Pipe shall conform to ASTM A252 grade 2. (U.N.O.)
5. Structural steel shall conform to ASTM A-36.
6. Welding shall be in accordance with AWS standards.
s
, 7. - Bolts & nuts shall be A325 (UNLESS NOTED) and
be zinc or cadmium plated.
SIGN DESCRIPTION
CENTERMOUNT
O
C�
❑OFFSET
SINGLE FACE
PARTIAL FLAG
FOOTING TYPE
❑ ❑
AUGERED BACKHOED
O
BACK TO BACK
FULL FLAG
V
OVERALL HEIGHT
8. - Concrete shall attain a 28 day compressive strength
of Vc = 3000 p.s,i.
9-Concrete reinforcing steel shall conform to ASTM
A615 grade 60.
10. Welded wire fabric shall conform to ASTM A185.
11,-Concrete cure time to set sign superstructure without
panels is 24 hours.
12. Steel shall be primed & pointed.
13, Structural steal shall be fabricated and erected
according to the latest AISC specifications and
standard practices.
14,- The contractor shall verify all dimensions and
conditions in the field and notify the engineer of
any discrepancies.
THIS IS AN ORIGMK UNPUBLSHED DRAWING, IT IS NOT TO BE REPRODUCED,
COPIED OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN PERMISSION OF
QUANTUM STRUCTURE • DESIGN.
6
ANTU M
UCTURE do DESIGN
a.
A DIVISION OF ELLER MEDIA
10'-6" x 36'-0"
MONOPOLE SIGN STRUCTURE
64 PSF
CENTERMOUNT
PARTIAL FLAG
FULL FLAG
BACK TO BACK
SINGLE FACE
STANDARD 16' V
TO 80'-0" TO TOP
JOB NO. / +
LOCATIC'
DRAWING NUMBER 10636-64S
sheet 1 _1 4
-3W7 a c 0
10-0
C
frormne 0
ame
10 —0
3`0"
Front catwalk
Sign face
Handrail
i I W10x22 (below)
Walkaround catwalk �
[_W6x9 (above)
6"0 x .375" pipe
(20 1/2" wide)
Rear access ladder----
--3rafl�e'
t
-- ------- - -
en [a,
Support grating on---�
underside of shuttle
CCtWGlKS
-Rear catwalk
catwalk
Turn angle leg down--,,-
Wax 1
Rear access
ladder
at walkaround connection
and at rear catwalk
i
Sign face—
1
Walkaround catwalk
1 (20 1/2" wide)
Front catwalk
pipe
Handrail
PLAN VIE
CENTERMOUNT I G FT
scale: 3/16'=I'-0"
Handrail
Walkaroun catwalk—
(20 1 /2" 'ide)
Rear accEs ladder
Support g1ting on--,--,
underside f shuttle
catwalk
Turn cnghleg down
at walkarand connection
and at rer catwalk
Wolkaround catwalk
(20 1/2" Me)
Turn angle leg down—
ot walkarond connection
Handrail
0 face 3`0"
frame
3'-0"
Front catwalk I I
Sign face
H,,
W8X 13
11-9 1 1 1 Sign face---J
mmmo� Front catwalk
PLAN VIEW ' " -
FULL FLAG I G FT. V
scale.
- 3/16"-1'-0"
Rear catwalk—
j'-B 1/2"
along 24"0 pipe when column pipe is
at the wide end of the V.
o
10x22 (below)
w6x9 (above)
- 0
—24"0 x .500" pipe
Rear catwalk
Rear access
ladder
Walkaround catwalk
P:3
(20 1/2" wide)
Handrail 'i
NOTE: FULL FLAG
W1
BE AT
. V.
(20 1/2" wide)
Handrail
u.
R
ANTUM
UCTURE & DESIGN
A
10'-6" x 36'-0"
MONOPOLE SIGN STRUCTURE
64 PSF
CENTERMOUNT
PARTIAL FLAG
FULL FLAG
BACK TO BACK
SINGLE FACE
STANDARD 16' V
TO 80'-0" TO TOP
JOB NO..
LOCATION
DRAWING NUMBER 10636-64S
Im Will sheet 2 of 4
L 5% 3"x 1/4"
hangrail (LLV) C5x9 safety cable support
'- (typical at end frames)
(2) 1/2"0 A325 bolts Handrail (L 2% 2% 1/4")
O v
No
/2"
� I
3/4"0 rod cat-c Rear catwalk N
_\� L 4% 3"x 1/4" L.L.V.
crossbracing _ 3 psf. expanded metal )grating
CHECK WITH MARKET
o MANAGER FOR STRINGER
AND CATWALK LOCATION
N
0 o See detail D
in
O N
` —(2) 1/2"0 A325 bolts
N
See stringer L 3"x 3"x 1/4"
mounting detail continuous lateral brace
io 0
a I
Sign face
m
x9 safety cable support
a (typical at end frames) Handrail (L 2"x 2% 1/4")
c
w
-20 1/2
'a ` - ear catwalk
a
Apron -16"0 x .375' pipe a
oc (1.5622 metal deck) a-
o
Na Front catwalk
a L 4"x 3"x 1/4" (L.L.V.)
3 psf. ex anded metal grating
P 9 9
Fr.
L 4"x 3"x 1/4" 0 4"
W6x9 (1/4" gusset plate between bolts)
i — (2) 1 /2" 0 A325 bolts
gage ® 2 1/4
3 sides / 4
l ,
1
26 QL P Pe
S
4'-1 1/4" 18" max. 12"�
catwalk varies
(see note 3 on sheet 1)
DETAIL..
CENTEI`
r g
FULL FLAG DETAIL SIMILAR
(SEE MOUNTING DETAIL ON SHEET 4) r
1/2" plate, 4"x 25"-
(welded to W10 and plate)
W10x19
(8) 5/8"0 A325 bolts
gage ® 2 1/4„
c4
-1s"0 pipe::::„:
-------
1/4 typ
4
W10x19 `
'-DAME MOUNTING DETAIL
TFRMOUNT 51NGLE FACE`
Catwalk not shown
\� 1 /4-7
1/2" plate, 6' x 4"
L 5"x 3"x 1/4"—
hangrail (LLV)
i
1 f
(2) 1/2"0 A325 bolts
O �
I�
N a
'
20 1/2"_
3/4"0 rod
catwalk
s
crossbracing
m
cc O
�
W6x9
M M
P
u
o
c
See detail D---JI,
c
w
1
(a
I
N
�
/
See stringer
mounting detail
ro
—05x9 safety able support
(typical at er frames)
—Rear catwalk I
L 4"x 3"x 1/4(LL.V.) N
3 psf. expande metal grating
i
Sign foes
CHECK WH MARKET
MANAGER�OR STRINGER `a
AND CATULK LOCATION I
M �
L 3"x 3" 1/4"
continuou lateral brace
�a as
I w
Sign face --(2) 1/2",A325 bolts
m
o
c
m 20 1/2
rear catwalk, ; "-05x9 sof�y cable support
(typical a end frames)
L 16"0 x .375' pipe
C
a
^' C5x9 safe, cable support
a ^
(typical at:nd frames)pron '
o (1.5822 metal deck) A a 1/4 aides a
c
a
Na Front catwalk - _ —
a L 4"x 3"x 1/4" (L. L.V.)
3 psf. expanded metal grating L 4"x 3°x /4" @ 4
(1/4" gusse plate between bolts)
W6x9
r
(2) 1/2"0 A25 bolts
pipe gage ® 2 4'
S mmetrcel about
Y '
4' -1 1/4" 18 max. 1 the centerline
catwalk varies �� e E3c ;tea a
(see note 3 ,on sheet 1
1/2" plate, 4"x 23 1,
(welded to W8x10's)
W8x13
(8) 1/2"0 A325 bolts
gage ® 2 1/4"
FRAME DETAIL
"-NITERMOUNT BACK TO BACK
scale: 1/2"=l'-0" _
FULL FLAG DETAIL SIMILAR
(SEE MOUNTING DETAIL ON SHEET 4)`
4"
Catwalk
not shown
16"0 pipe
W8x13
I=KAME MOUNTING DETAIL
CENTff BACK TO BACK
L 5"x 3"x 1/4"-
hangrail (LLV)
(2) 1/2"0 A325 bolts C5x9 safety cable support
o m typical at end frames)
I � a
Naj
23 1/2"
20 1/2"
catwalk
f 3/4"0 rod or
crossbracing
s
N
1 0
m
b o See detail D
C
/
t
u0
i0
See stringer
mounting detail-
�
c
continuous Iaterel bra"
U
I o
"
° Sign face
(2) 1/2"0 A325 bolts t.
uo
C5x9 safety cable support
M
x
00
(typical at end frames) 5
v,
W1Ox22
Apron
oc (1.5B22 metal deck)
0
�a Front catwalk
t
w
i 3 psf. expanded metal grating
1 ..
er
f—II W6x9
e 4'-1 1/4" 18" max. I- L
catwalk vanes
(see note 3 on sheet 1
x
s�.
1 11 1/2 Frame A )'pipe 7r;
3'-4 1/2 Frame B
4'-9 1/2" Frame C I Symmetrical about''4,
6'-2 1/2" Frame D the centerline
FRAME DETAIL
CENTERMr-lI Ir rr ll V „ J
scale:
FULL FLAG DETAIL SIMILAR
(SEE MOUNTING DETAIL ON SHEET 4)
L
3
I
tD "�
—Rear catwalk
L 4% 3"x 1/4" (LLV.) N
3 psf. expanded metal grating
—Sign face
CHECK WITH MARKET o 0
MANAGER FOR STRINGER
AND CATWALK LOCATION o
! I
C5x9 safety cable support
(typical at end frames)
— — i
x
n
3 sides
4
,: x w-
0
L 4°x 3"x 1/4" ® 4
(1/4" gusset plate between bolts}
W6x9
W/R, X
/r-
T rvn. NTUM
."QUCTURE & DESIGN
5�: Z
A DIVISION OF ELLER MEDIA
10'-6" x 36'-0"
MONOPOLE SIGN STRUCTURE
64 PSF
CENTERMOUNT
r
PARTIAL FLAG
FULL FLAG
BACK TO BACK
SINGLE FACE
STANDARD 16' V
TO 80'-0" TO TOP
JOB NO.
LOCATION
DRAWING NUMBER 10636-64S
sheet 3 of 4
WIN
32" —
14 3/8" 11 7/8"
—3/4" plate, 32"x 32"
—3/4"o A325 bolts
1,--30"0 column pipe
(62 (typ)
gusset plates
fit (typ)
SECTION A -A
23 3/4"
FA
CENTERMOUNT
-COLUMN CONNECTION
scale: 3/4"=11 —0"
L 2"x 2"x 1/4"
W21x62 (typ)
16"0 pipe
Al
3/4" plale. 32"x 32"
3/4"0 A325 bolts
1/2" gusset plates
1 0% fit (typ)
30"0 colomn pipe
1/4 v
L 2% 2% 1/4" post
42" long)
o.c. max.)
L 2"x 2"x 1/4"—\rl/4
1/2"0 A325 bolt-,,j
Catwalk
36" —
3" 1 6" 9" 12"
(2) 1" plates, 36"x 36"
1 1/4"0 A325 bolts
0
O1/2" gusset plates,
6"x 5" (typ)
�--1/2" gusset plate, 4"x 5"
'o to clear 24`0 pipe
—3/4" plate, 36"x 30" (typ)
O ty
/_1_/_27'
00
5ECTI 0_�!
24"
3/4" plate, 36"x 30" (typ)
24"0 pipe
1/4 typ
1/4" cop plate—P
1/2" plate, 4"x 2'—l"--
(welded to W8 and plate)
W!OX19
(8) 5/8"0 A325 bolts Catwalk not shown
gage @ 2 1/4"
plate, 6"x 4"
10 welded to plate & pipe)
103 24"0 pipe
it.Co
-Wloxlg
FRAME MOUNTING DETAIL
FULL ff I A(3 911N(1�111F F,8--CE
typ 1 4 '"i� 1/2" gu`.3et piates,
6"x 5" Oyp)
10
FB
41 11-
I il (2) 1 plates, 36 36"
1 1/4"0 A325 lb,•its
1/2" gusset plot,,,,
typ 1 4 10"X fit (typ)
3/8
colurT pipe
f U LL FLAG
' 7(—Tl(1t\I MIFT4111
scale:
W Learn
1/2" plate, 12"x 4"
1/2'0 A325 bolts,
goge 0 2 1/4"
w6X9
DETAIL D
1'2"0 J—bolt
(ech side of catwalk)
-Cit,alk
�t
L
CATWALK
MOUNTING DEVIL.
Ming
Sign pan
21"
2
FRAME MOUNTING DETAIL
FULL FLAG BACK TO BACK
stole,_ 3/4"=1'-0"
J—bolt 11"
3% 1/4" stringer
SIGN PANEL
TIE -DOWN DET\IL
I
L 5% 3"x 1/4" stringer
(long leg horizontal)
W beam
L 6"x 3 1/2% 5/16" clip 0 4"
(long leg horizontal)
(centered on W beam)
(2) 1/2"0 A325 bolts:--�
gage 0 2 1/4"
at ends
L 4"x 3% 1/4" (LLV)
_L Yx Yx 1/4"
(welded to underside)
1/2"0 A325 bolts
3 ps f expanded metal gr
T, Rl'i"
CAT\n/`! ffT I
i I 'F111
1/2* plate, 16"x 2- 4' 8 8
(8 /2"0 A325 bl!t;V,�
gage 0 2 1/4"
W10x2
wloo2
typ 3/8" stiffner plate,
1 4 2 1/2"x fit (both sides)
(8) 1/2"0 A325 bolts,--
2gage 02 3/4"
r
3
yp --3/8" stiff -1 �4' ner plate, 4
2 1/2% fit (both sides
W I Ox22
'� ---24"0 pipe
A
�q
RV
fKAME MOUNTING DETAInI
F I
scale: 3/4"=1'-0"
Safety cal
(see deto
DRAWING NUMBER,10636-64S
sheet 4 of 4