HomeMy WebLinkAboutZ-6878-A Map 10
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Weld blank plate on top
of pipe grind smooth- paint
(4) welded pin hinges equally
spaced- Typical- paint
-Ldp JUlnr rldrale Wda U on
HSS 3x3 steel frame with
HSS 2x2 Verticals @ 24"
D.C. max.- Similar to
Detail Q/A4.4
GENERATOR ENCLOSURE GATE ELEVATION
7 1/4" Hardie Board (lap joinfl
with 4" Hardie Board trim
Prefinished metal cap on
treated wood blocking
---Gates constructed from H
frames hinged to 8" tube c
�B"O pip boll:
See G/A1.4
15'-4'
refinished metal
ap on treated
ood blocking
3x8x16 CMU-
3mooth - see
Specs for coating
'rovide sealant
at joint all around
'WISH F�
GENERATOR GATE FRAME DETAIL
3/4" = V-0"
tubes all
flap welds
2" vertical tubes
h front -side
rame- space
Otto exceed 24"
I hinge with
1g on top -
as per gate -
gate frame
Jbe against
pport column -
ds
de 3" Jamb tube
is side) to main
e column
behind
AF4
Prefinished metal
cap on treated
wood blocking
DO NOT RAKE
OR TOOL JOINTS
8x8x16 CMU -
smooth - see
specs for coating
Strike joints smoott
Waterproof coating
all sides
3000 psi conc.-
refer to Civil
FINISH FLOOR
j1,117
of pipe grind smooth- paint At.4
cap on treated
blocking
L
,8
--- -- --...
wood
O
1
I
rove a ga e a c -
paint
�x8 CMU knock outPbo,, d beam with (1)
continuous 4 @ to bottom f wall
Z
F'.
-a_d
I
CMU- sm
8x8x16' Both- see spec. for coating
s ,
0
#4s @ 16' D.C.& @ comers & endwalls f
.-------- -- -
"�--Ladder type reinforcing with W1.7 contln ous wires
=1
@ each face and W1.7 cross Wires @ 16 apart
v
--
-----------------------
Minumum 1 1/2"gap
in between gates
7'_0"
8
15'-4"
GENERATOR ENCLOSURE GATE ELEVATION
7 1/4" Hardie Board (lap joinfl
with 4" Hardie Board trim
Prefinished metal cap on
treated wood blocking
---Gates constructed from H
frames hinged to 8" tube c
�B"O pip boll:
See G/A1.4
15'-4'
refinished metal
ap on treated
ood blocking
3x8x16 CMU-
3mooth - see
Specs for coating
'rovide sealant
at joint all around
'WISH F�
GENERATOR GATE FRAME DETAIL
3/4" = V-0"
tubes all
flap welds
2" vertical tubes
h front -side
rame- space
Otto exceed 24"
I hinge with
1g on top -
as per gate -
gate frame
Jbe against
pport column -
ds
de 3" Jamb tube
is side) to main
e column
behind
� I
L— — — — — — — — — — — — — — — — — J
C GENERATOR EN
and weld slotted "L"
hasp with horizontal
ght-srizontal gate frame-
rizontal tab with pad C
to left -side frame
1 with keyhole 7
'1t
;kets to protrude
1 frame 3" min to
r Hardie Boards
/2" minimum
clearance -
racket to be
!d with keyhole
nt
>S gate
directly
24'-8"
AF4
Prefinished metal
cap on treated
wood blocking
DO NOT RAKE
OR TOOL JOINTS
8x8x16 CMU -
smooth - see
specs for coating
Strike joints smoott
Waterproof coating
all sides
3000 psi conc.-
refer to Civil
FINISH FLOOR
j1,117
of pipe grind smooth- paint At.4
cap on treated
blocking
L
,8
--- -- --...
wood
O
1
� I
L— — — — — — — — — — — — — — — — — J
C GENERATOR EN
and weld slotted "L"
hasp with horizontal
ght-srizontal gate frame-
rizontal tab with pad C
to left -side frame
1 with keyhole 7
'1t
;kets to protrude
1 frame 3" min to
r Hardie Boards
/2" minimum
clearance -
racket to be
!d with keyhole
nt
>S gate
directly
24'-8"
F)DUMPSTER INSIDE OF SHO
A1.4 J 1/2" = V-0"
FlII pipe with
concrete-
proWde smooth
dome finish
8.0 pipe bollard -
paint
Slope 1 1/r
Flnish grade-
Refer
radeRefer to CMI
Break out drive
patch as required
#4 Reber @ 1 r
o.c. each way
IN e
r
2-0"x 3'-0"
(3'-0" In direction
of traffic)
/GPIPE BOLLARD DETAIL
Al.a 1/4" = T-0"
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
Weld blank plate on top F
Prefinished metal
of pipe grind smooth- paint At.4
cap on treated
blocking
L
,8
--- -- --...
wood
O
I
�x8 CMU knock outPbo,, d beam with (1)
continuous 4 @ to bottom f wall
Z
F'.
-a_d
I
CMU- sm
8x8x16' Both- see spec. for coating
s ,
0
#4s @ 16' D.C.& @ comers & endwalls f
.-------- -- -
"�--Ladder type reinforcing with W1.7 contln ous wires
=1
@ each face and W1.7 cross Wires @ 16 apart
v
o
_—
YZ>.ZW
8x8x16 CMU -
ca
PZ
--__ __.... ...., --- —
o
a
CL
OWWWL)
smooth - see
Ep
0
8
for coating
16' x 24 with #5 rerbar @ 8" transverse And (3)
re
specs
O
M
ars with continuous bars
CL
m
I I
I
Strike joints smooth
FI ISHED FL OR
L794
b
9
Waterproof coating
a
I
all sides
I
3--WLFFINISH
3000 psi conc.-
refer to Civil
FLOORIO
�fngase 8" pipe gate post in concrete I1 0 pip bollards
fooling- refer to Civil See G/A1.4
b — — — — J
— —j — -
- J -----
D l GENERATOR ENCLOSURE SIDE WALL
A1.4
F)DUMPSTER INSIDE OF SHO
A1.4 J 1/2" = V-0"
FlII pipe with
concrete-
proWde smooth
dome finish
8.0 pipe bollard -
paint
Slope 1 1/r
Flnish grade-
Refer
radeRefer to CMI
Break out drive
patch as required
#4 Reber @ 1 r
o.c. each way
IN e
r
2-0"x 3'-0"
(3'-0" In direction
of traffic)
/GPIPE BOLLARD DETAIL
Al.a 1/4" = T-0"
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
Prefinished
Prefinished metal cap on treated wood blocking
-,.e
;7,.
L
,8
--- -- --...
O
I
�x8 CMU knock outPbo,, d beam with (1)
continuous 4 @ to bottom f wall
Z
F'.
-a_d
I
CMU- sm
8x8x16' Both- see spec. for coating
s ,
0
#4s @ 16' D.C.& @ comers & endwalls f
.-------- -- -
"�--Ladder type reinforcing with W1.7 contln ous wires
=1
@ each face and W1.7 cross Wires @ 16 apart
v
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YZ>.ZW
0
a
PZ
--__ __.... ...., --- —
o
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OWWWL)
0
8
16' x 24 with #5 rerbar @ 8" transverse And (3)
5 contfnuouss ars suppry anala�#5 corner —
ars with continuous bars
,- —
3000 psi cone Refer to Civil
—.l
#4 rebar @ 16" D.C. each way
FI ISHED FL OR
L794
9
F)DUMPSTER INSIDE OF SHO
A1.4 J 1/2" = V-0"
FlII pipe with
concrete-
proWde smooth
dome finish
8.0 pipe bollard -
paint
Slope 1 1/r
Flnish grade-
Refer
radeRefer to CMI
Break out drive
patch as required
#4 Reber @ 1 r
o.c. each way
IN e
r
2-0"x 3'-0"
(3'-0" In direction
of traffic)
/GPIPE BOLLARD DETAIL
Al.a 1/4" = T-0"
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
YELVINGTON ARCHITECTS. DO NOT SCALE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
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No. C-131 a
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lilt N 9`Pc'
lot
I REVISIONS I DATE I
OPTION 111311
&
OPTION IICII
SECTIONS
DETAILS
4/28/17 1576
DATE JOB NO.
A1.4 4
SHEET OF
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�QQ REGISTERED
__ • ARCHITECT —
No. C-131 a
0
lilt N 9`Pc'
lot
I REVISIONS I DATE I
OPTION 111311
&
OPTION IICII
SECTIONS
DETAILS
4/28/17 1576
DATE JOB NO.
A1.4 4
SHEET OF