concrete sheets
DESCRIPTION
These sheets show my ability to create construction documentation while using multiple types of structural concrete.TRANSCRIPT
COLUMN FOOTING SCHEDULETYPE LENGTH DEPTH ELEVATION REINFORCEMENT
A 4'-0"x4'-0" 3'-0" 96'-6" 5- #4 REBAR BOTH WAYS
B 3'-6x3'-6" 2'-6" 96'-6" 4- #4 REBAR BOTH WAYS
C 3'-9"x3'-9" 2'-9" 96'-6" 4- #4 REBAR BOTH WAYS
D 3'-6x3'-6" 2'-6" 92'-6" 4- #4 REBAR BOTH WAYS
3'-0"x3"x1/4"NOSE GUARDw/ 1/4"x2"ANCHORS
WIRE MESH
7R
@ 6
7/8
"
4' -
0"
6T@ 11"
5' - 6"
2" STEEL GUARD RAIL
3' -
6"
3' -
0"
3' -
0"
4" SLEEVE/3" FROM EDGE
1' - 4"
4" DRAIN TILE
2" GUARD RAILw/ 4" SPACING
6"2' - 8"
4' - 6"
1' -
0"
DRIP EDGE
1' - 0"
8"
8"
8"
8' -
0"
3' -
6"
#3 REBAR @12"OC#4 REBAR @25"OC
#6 REBAR @24"OC6"
1' -
10
"
3"
1' -
2"
5"
3/4" D x 8" LANCHOR BOLTw/ WASHERS
3" x 3"x1/4"STEELANGLEw/ WELDED1/4"x1"x8"
TYPE TRUBBER DOCKBUMPER
2"
3"
99'-11"
99'-11"
96'-0"
99'-2"
2
A-1
97'-0"
96'-0"
95'-0"
94'-0"
93'-0"92'-6"
A-15
120
119
118
99'-11"
3' -
6"
11' -
0"
8' -
0"
5' -
6"
10' - 0"20' - 0"1' - 1"7' - 0"6' - 0"5' - 8"
-
---
1 2 3 4
AB
CD
-
---
27' - 6" 1' - 4" 15' - 4" 1' - 4" 24' - 10" 2' - 0" 6' - 2" 2' - 8" 17' - 10" 8" 27' - 6"
5' -
11"
1' -
4"
6' -
4"
1' -
4"
8' -
7"
14
' - 4
"1' -
4"
25
' - 0
"1' -
4"
33
' - 1
0"
2' -
0"
2' -
0"
1' - 4"2' - 0"
1' -
4"
26
' - 0
"1' -
4"
5' -
10
"
5' -
10
"1' -
4"
4' -
8"
1' -
4"
6' -
8"
1' -
4"
18' - 0" 1' - 4" 38' - 6" 1' - 4" 11' - 2"
16' - 0" 3' - 4" 55' - 0" 10' - 10" 3' - 4" 13' - 11" 3' - 6" 21' - 6" 3' - 6"
27' - 0"73' - 4" 29' - 4"
3' -
6"
21
' - 5
"3' -
9"
6' -
4"
15
' - 0
"3' -
9"
21
' - 5
"3' -
6"
4' - 0" 2' - 10" 8' - 4" 10' - 9" 3' - 4"
3" 1' - 3"
3' - 4" 40' - 3" 28' - 1" 3' - 6" 21' - 6" 3' - 6"
2' - 0" 18' - 0"
EL. 96'-6"8"x 1' - 4" FTG.
22' - 0" 2' - 0"
7
A-1
16
' - 0
"
8"
4"
1' -
8"
EL
. 9
6'-6
"1
0"x
1' -
8"
FT
G.
8" 26' - 10" 44' - 4" 29' - 4" 27' - 0"
70' - 0" 32' - 0" 25' - 0"
128' - 2"
28' - 6" 1' - 4" 25' - 0" 1' - 4"
25
' - 0
"2
5' -
0"
25
' - 0
"
78
' - 4
"
EL. 96'-6"8"x 1' - 4" FTG.
EL. 96'-6"1'-0"x 2' - 0" FTG.
-
---
-
---
-
---
-
---
-
---
EL. 99'-10"
5" CONC. SLAB
EL. 95'-6"
EL. 96'-6"
EL. 95'-6"
EL. 96'-6"
SEE DOCK DETAIL
----
94'-10"
#4 REBARCONT.
95'-6"
8"
1/2"x2" STEEL "L" BRACE
1' - 1"
1' - 0"
8"
4"
4"
2- #4 REBAR CONT.
#4 REBAR @24"OC
1/2" ISO. JOINT
4"
4" 8" 4"
8"
1' - 0"
5"
2- #4 REBAR CONT.
#4 REBAR @24"OC
8"
#4 REBAR @24"OC
3- #4 REBAR CONT.1/2" ISO. JOINT
1' -
4"
1' -
0" 8"
A-1
SHEET NO.
OF 6 SHEET
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653 J
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VIL
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US
, IN
DIA
NA
47201
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NL
FIR
ST
FLO
OR
PLA
N -
DO
OR
AN
DR
OO
M F
INIS
H S
CH
ED
ULE
S -
DO
OR
DE
TA
ILS
7/1
2/2
011
1/4" = 1'-0"DOCK STAIR DETAIL
1/2" = 1'-0"RETAINING WALL SECTION
1 1/2" = 1'-0"BUMPER DETAIL
1/4" = 1'-0"TRUCK RAMP SECTION
1/8" = 1'-0"FOUNDATION PLAN
1 1/2" = 1'-0"TRENCH DRAIN DETAIL
3/4" = 1'-0"THICKENED SLAB DETAILS
GENERAL NOTES:1. TOP OF CONC. FOUNDATION WALL SHOWN AT 100'-0".2. DOOR POCKET ELEVATION AT 99'-4".3. GRADE ELEVATION AT 99'-6".4. FIRST FLOOR SLAB ELEVATION AT 100'-0", EXCEPT WHERE NOTED.5. ALL EXTERIOR FOUNDATION WALLS HAVE 2" RIGID INSULATION.6. 6mm VAPOR BARRIER UNDER CONC. FLOOR SLABS.
A-1
A-1
A-1
A-1
A-1
A-1
ENLARGED DOCK PLAN
1/4" = 1'-0"A-1
1
A-1
2
5
7
4
3
6
8
D
B B
BB
C
C
C
CA
AA
A
B
BB
31_2
"41_2
"
2"
35_8
"
35_8
"
91_4
"
17_8
"
53_4
"
17_8
"
17_8
"
53_4
"
17_8
"
STEEL WIREANCHOR
35_8
"
STEEL "T" ANCHOR
75_8
"
17_8
"
47_8
" 85_8
"
STEEL WIREANCHOR
WOOD STUDANCHOR
11_2
"
55_8
"
1_2
"
17_8
"
3" 63_4
"
17_8
"
4" 73_4
"
2"
2"
8"
1'
35_8
"
17_8
"
1" 43_4
"
STEEL "T"ANCHOR
75_8
"
17_8
"
47_8
" 85_8
"
STEEL WIREANCHOR
35_8
"
111_4
"
BOLT ANCHOR
J1
J2
J3
J4
J5
J6
J7
2"
ROOM FINISH SCHEDULEROOM FLOOR BASES WALLS CEILING CLG
HTDETSHT
REMARKSNO. NAME MATL FIN. MATL FIN. MATL FIN. MATL FIN.
101 VESTIBULE WD S&V WD P GYP P CONC P 10'-0"
102 LOBBY WD S&V WD P GYP P CONC P 10'-0"
103 OFFICE CAR. -- WD P GYP P CONC P 10'-0"
104 OFFICE CAR. -- WD P GYP P CONC P 10'-0"
105 CONFERENCE RM CAR. -- WD P GYP P CONC P 10'-0"
106 STORAGE RM CAR. -- WD P GYP P CONC P 10'-0"
107 LOUNGE WD S&V WD P BR -- AC T -- 9'-0"
108 JANITOR'S CLOSET CONC. -- V -- BR -- CONC -- 10'-0"
109 MEN'S TOILET CER T W -- -- GIWT -- AC T -- 9'-0"
110 WOMEN'S TOILET CER T W -- -- GIWT -- AC T -- 9'-0"
111 SHOP AREA CONC -- V -- CONC P CONC -- 10'-0"
112 OFFICE CAR -- WD P CONC P CONC -- 10'-0"
113 MECH. RM CONC -- V -- CONC -- CONC -- 10'-0"
115 TOOL RM CONC -- V -- CONC P CONC -- 10'-0"
116 MACH. RM CONC -- V -- CONC -- CONC -- 10'-0"
201 DEMONSTRATION RM CAR -- WD P GYP P AC T -- 9'-0"
DOOR SCHEDULEDOOR DOOR FRAME
LINTEL THRESH. REMARKSNO. TYPE W HT. T CON. MATL FIN. MATL FIN. DET NO.
101 A 2 3'-0" 7'-2" 0'-1 3/4" HM GL -- AL -- A-4 -- --
102 A 2 3'-0" 7'-2" 0'-1 3/4" HM GL -- ST P 2/ A-2 J3 L2 --
103 B 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J3 L1 3/ A-2 T1
104 B 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J3 L1 3/ A-2 T1
105 B 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J3 L1 3/ A-2 T1
106 B 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J3 L1 3/ A-2 T1
107 C 2 3'-0" 7'-2" 0'-1 3/4" MC WD S&V ST P 2/ A-2 J4 L3 --
108 D 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J7 L3 3/ A-2 T2
109 D 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J L3 3/ A-2 T3
110 D 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J L3 3/ A-2 T3
111 C 2 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J6 L4 3/ A-2 T2
112 B 3'-0" 7'-2" 0'-1 3/4" SC GL P ST P 2/ A-2 J5 L5 3/ A-2 T4
113 C 2 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J5 L5 --
114 C 2 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J5 L5 --
115 D 3'-0" 7'-2" 0'-1 3/4" SC WD S&V ST P 2/ A-2 J5 L5 --
116 A 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J2 L6 --
117 C 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J1 -- --
118 C 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J1 -- --
119 C 3'-0" 7'-2" 0'-1 3/4" HM MET P ST P 2/ A-2 J1 -- --
120 E 8'-0" 9'-4" 0'-1" HM MET -- ST P A-4 -- --
LOOSE LINTEL SCHEDULE
MARK MATL SECTION ROUGH OPENINGBEARING AT EACH
ENDREMARKS
L1 WD 2- 2x4 w/ 1_2" PLYWD SPACER 3'-4" 0'-1 1/2"
L2 WD 2- 2x6 w/ 1_2" PLYWD SPACER 6'-0" 0'-1 1/2"
L3 ST 1 L 2 1_4 x 3 x 1/8 6'-0" / 3'-4" 0'-8"
L4 CMU / ST 6'-0" 0'-8" FILL LINTELS w/ CONC
L5 CMU 2- #3 REBAR IN NCCMU 3'-4" 0'-8" FILL LINTELS w/ CO
L6 BR 2 L 2 1_4 x 3 x 1/8 3'-4" 0'-8"
2" GAP FOR RIGIDINSUL
2- #3 REBAR IN CMU1 L 2 1_
4 x 3 x 1/8
T1
T2
T3
T4
WD CAR
CER T
CONC
WD
WD
CONCCAR
RE
F.
UP
UP
102
105
106
104
103
VESTIBULE
101
OFFICE
103
OFFICE
104
CONFERENCE RM
105
STORAGE RM
106
OFFICE
112
LOBBY
102
110
108
109
117
112
120 119
MEN'S TOILET
109
WOMEN'S TOILET
110
JANITOR CLOSET
108116
11' - 7" 14' - 1"
115
TOOL RM
114
MECH. RM
113
LOUNGE
107
SHOP AREA
111
107111
118
101
17' -
1 3
/4"
11' - 1 3/4" 14' - 1 3/4"
11' -
1 3
/4"
11' - 1 3/4" 14' - 1 3/4"
26' -
11 3
/4"
14' -
9 3
/4"
7' - 4"
9' -
0"
19' - 0"
22' - 0"4' - 8"
25' - 8"16' - 0"
34' -
8"
26' -
8"
14' -
8"
12' - 0"
14' -
8"
3' -
4"
3' -
4"
5' -
4"
3' -
4"
5' -
4"
3' -
4"
4' -
0"
14' -
10"
23' -
4"
3' -
4"
7' -
6"
2' - 0"3' - 4"5' - 4"3' - 4"5' - 0"3' - 4"4' - 8"
7' -
4"
3' -
4"
14' -
8"
3' - 0"11' - 4"
18' -
4"
3' -
4"
4' -
4"
7' - 8"3' - 4"46' - 4"3' - 0"13' - 0"
78' -
0"
28' - 4"
3' - 4"3' - 4"3' - 4"3' - 4"4' - 8"3' - 4"5' - 8"39' - 11"3' - 0"1' - 5"
2
A-2
-
---
4' - 0"3' - 4"2' - 0"
3' - 4"2' - 4"
27' - 0"29' - 4"44' - 4"28' - 0"1' - 0"
3' - 0"11' - 3"8' - 0"5' - 6"
114113
1' - 10" 6' - 0" 8' - 10" 2' - 8" 6' - 0" 17' - 8"
11' -
4"
8' - 8"
2' -
8"
3' -
4"
4' -
8"
3' -
0"
6' -
8"
129' - 8"
77' -
0"
-
---
-
---
1 2 3 4
AB
CD
-
---
MACH. RM
115
2x4 STUD @16 OCw/ 1/2" GYP
-
---
-
---
-
---
-
---
5" CONC SLABON GRADE
25' -
0"
25' -
0"
25' -
0"
70' - 0" 32' - 0" 25' - 0"
21R
21R
2' - 6"
0' - 3"
3' -
6"
3' -
0"
0' -
8"
0' - 4"2' - 2"
3' -
7"
0' -
8"
0' - 4"
4' -
9 1
/4"
0' -
6"
0' -
4"
A-2
SHEET NO.
OF ___ SHEET
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S653 J
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VIL
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RD
.C
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MB
US
, IN
DIA
NA
47201
OW
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NO
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& D
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CH
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JOB
NO
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TJS
NL
FIR
ST
FLO
OR
PLA
N -
DO
OR
AN
DR
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M F
INIS
H S
CH
ED
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S -
DO
OR
DE
TA
ILS
6/2
8/2
011
FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
A-2
DOOR JAMB DETAILS
SCALE: 1 1/2" = 1'-0"
2
A-2
THRESHOLD DETAILS
SCALE: 3" = 1'-0"
3
A-2
DOOR ELEVATIONS
SCALE: 1/4" = 1'-0"
4
A-2
A B C D E
GENERAL NOTES:1. 4" CONC. ON GRADE EXCEPT WHERE NOTED.2. ALL OPENINGS ARE M.O.3. FINISHED GRADE SLOPES AWAY AT 1/4" PER 1'-0".4. ALL DOORS ARE HMF EXCEPT STOREFRONT.
TOP OF FOOTING
96'-6"
TOP OF FOUND. WALL
100'-0"
TOP OF HC SLAB
111'-8"
6mm VAPOR BARRIER
1/2" ISO. JOINT
A-34
1' - 8"
6"
3' -
4"
4' -
0"
4' -
8"
10"
3' -
6"
12' -
0"
4' -
4"
12' -
3"
3"
WEEP HOLES @24"OCFLASHING
1/2" SHEATHING
2" RIGID INSUL.
1/2" EDGE TRIM5/8" GYP BOARD
7/8" FURRING STRIP@16"OC
1" METAL HANGER
WIRE
1/2" BEARING PAD
1/2"x10" ANCHOR BOLT
1" RUNNER CHANNEL
4"
4"
10' -
0"
8"
1' -
0"
4"
2" RIGID INSUL.
A
A-33
4"
4"
10' -
0"
1' -
10"
4"
6mm VAPOR BARRIER
1/2" ISO. JOINT
2" RIGID INSUL.
FIRST FLOOR SLAB
100'-0"
1' - 8"
6"
3' -
4"
4' -
0"
4' -
10"
10"
3' -
6"
11' -
10"
4' -
4"
12' -
3"
CONT. REGLETFLASHINGWEDGE INSERT BOXSHIMRELIEVING ANGLEWEEL HOLES @24" OCSEALANT/ BACKUP RODLIP BRICK
WEEP HOLES @24"OCFLASHING
1/2" GYP BOARD2" RIGID INSUL.
TOP OF FOOTING
96'-6"
TOP OF WFL SLAB
111'-10"
B
2" RIGID INSUL.
INSUL.1/2" GYP BOARDFLASHING
WEEP HOLES @24"OC
2"x7" TAPERED CONC.1/2" GYP BOARD
2" RIGID INSUL.BATT. INSUL.
1/4" SHIM3/4" GYP BOARD GUARD
1x2
CAULK1" DBL GLAZED GLASS
2" RIGID INSUL.BATT. INSUL.3"x3" STEEL LINTEL2- 2x4 w/ 1/2" SPACER1/2" GYP BOARDCAULK1/4" SHIM
1x23/4" GYP BOARD GUARD
2" RIGID INSUL.BATT. INSUL.
1/2" GYP BOARDCAULK1/4" SHIM
1" DBL GLAZED GLASS
JAMB
HEAD
SILL
3' -
4"
M.O
.
3"
- 3 1
/2"
U.D
.
4' -
0"
M.O
.
3"
- 11
1/2
" U
.D
2" SCREW
2" SCREW
2" SCREW
FELT SCREW @24"OC
1/2"x10" ANCHOR BOLT
GRAVEL STOP
3" CONC. w/ 1/4" PER 1' SLOPEPEA GRAVELFELT
FLASHING
TOP OF FOOTING
96'-6"
TOP OF FOUND. WALL
100'-0"
TOP OF HC SLAB
111'-8"
6mm VAPOR BARRIER
1/2" ISO. JOINT
2" RIGID INSUL.
FLASHINGWEEP HOLES @24"OC
4" GLAZED CMU
2" RIGID INSUL.
1/2" EDGE TRIM5/8" GYP BOARD
7/8" FURRING STRIP@16"OC
1" RUNNER CHANNEL
1" METAL HANGERWIRE
1/2" BEARING PAD
4"
1' -
0"
8"
10' -
0"
4"
4"
LADDER COLLAR JOINT@16"OC
6"
12' -
0"
3"
10"
3' -
6"
12' -
3"
5" 10" 5"
2" RIGID INSUL.
1/2" ISO. JOINT
SPLICE SLEEVE
1/4" STEEL PLATE#4 REBAR
2- #4 REBAR @3"OC
1/4" STEEL PLATE
#4 REBAR
2- #4 REBAR @3"OC
1/2" BEARING PAD
1/2" BEARING PAD
6" 1' - 0" 6"
6"
3' -
4"
4' -
0"
17' -
5"
1' -
0"
3' -
6"
24' -
9"
A-37
A-38
2" CONC. SLAB
B
TOP OF FOOTING
96'-6"
TOP OF FOUND. WALL
100'-0"
SECOND FLOOR SLAB
112'-2"
TOP OF SECOND DBL TEE
124'-2"
1/2" ISO. JOINT
1/2" BEARING PADSPLICE SLEEVE
#6 REBAR - WELDED
2" RIGID INSUL.
1/4" STEEL PLATE
2- #4 REBAR @1 1/2"OC/WELDED TO PLATE
2" SELF-LEVEL CONC.
1/2" BEARING PAD
1/2" BEARING PAD
A-3
SHEET NO.
OF 6 SHEETS
SC
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BU
ILD
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NO
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41
SE
CT
ION
001
TY
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SM
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NO
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LA
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ITLE
BR
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S653
JO
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SV
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RD
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MB
US
, IN
DIA
NA
47201
OW
NE
RS
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NO
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RE
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& D
AT
E
DR
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N B
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CH
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D B
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JOB
NO
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TJS
NL
STA
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AN
D S
TO
RE
FR
ON
T D
ETA
ILS
BU
ILD
ING
ELE
VA
TIO
N A
ND
SE
CT
ION
8/5
/2011
A-4 3/4" = 1'-0"1 LOUNGE WALL SECTION
A-4 3/4" = 1'-0"2 OFFICE WALL SECTION
A-4 3" = 1'-0"3 OFFICE WINDOW DETAIL
A-4 3" = 1'-0"4 GRAVEL STOP DETAIL
A-4 3/4" = 1'-0"5 TOILET WALL SECTION
A-4 3/4" = 1'-0"6 SHOP WALL SECTION
A-4 1 1/2" = 1'-0"7 SPLICE SLEEVE DETAIL
A-4 1 1/2" = 1'-0"8 DOUBLE TEE DETAIL
6
A-3
2
A-3
1
A-3
5
A-3
1 2 3 4
TOP OF FOOTING
96'-6"
FIRST FLOOR SLAB
100'-0"
SECOND FLOOR SLAB
112'-2"
6"
24
' - 2
"
1' -
0"
3' -
0"
24
' - 8
"
6"
12
' - 0
"
10
"3' -
0"
12
' - 6
"
PRECAST CONCRETE PANELS
13' - 0" 8' - 4"
A-46
A-47
1 2 3 4
TOP OF FOOTING
96'-6"
FIRST FLOOR SLAB
100'-0"
SECOND FLOOR SLAB
112'-2"
12
A-4
9
A-4
15
A-4
16
A-4
10
A-4
13
A-4
11
A-4
10
' - 0
"10
"3' -
0"
6"
14
A-4
18
A-4
17
A-4
BC
6" 13' - 10" 6"
3' -
2"
4"
10
R @
6 7
/8"=
5' -
10"
11R
@ 6
7/8
"= 6
' - 4
"
12
' - 2
"
10T @ 11"= 9' - 2"
9T @ 11"= 8' - 3"
A-4
8-1
A-48-3
A-48-4
A-48-5
A-48-2
SECOND FLOOR SLAB
112'-2"
FIRST FLOOR SLAB
100'-0"
92'-6"
4
A-420' - 8"
3' - 4"
4"
3' -
2"7' - 3" 9' - 2" 4' - 3"
REGLET
CANT STOP
6"x6"x1/2" ST ANGLE
WEDGE INSERT BOX
3"x1/2" BOLT
FLASHING
1/2" BEARING PAD
FLASHING
9"x1/2" ANCHOR BOLT
FELT
PEA-SIZED GRAVEL
1/2" BEARING PAD
10" BOND BEAM
12" BOND BEAM
4" SLEEVE
1/2" BEARING PAD
4" SLEEVE
3" PIPE RAIL
1/2" ARM
2 1/4"x1/8" TOGGLE BOLT
3"x2'-6" NOSINGw/ 2" ANCHOR
1/2" ISO JOINT
1/4" BEARING PAD
4"
5"
10"
3"x1/8" SCREW
1/2" ISO JOINT
2"SCREW
7"x1/4" THRESHOLD
1/2" ISO. JOINT#4 REBAR
3/4" CORNER GUARD
10" WIRE ANCHOR
A-4
SHEET NO.
OF 6 SHEETS
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& D
AT
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DR
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AIR
WA
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DE
TA
ILS
BU
ILD
ING
ELE
VA
TIO
N A
ND
SE
CT
ION
8/5
/2011
A-4 1/8" = 1'-0"1 SOUTH ELEVATION
A-4 1/8" = 1'-0"2 BUILDING SECTION
A-4 1/4" = 1'-0"3 STOREFRONT ELEVATION
A-4 1/4" = 1'-0"4 STAIR SECTION
A-4 1/4" = 1'-0"5 STAIRWAY PLAN
A-4 1 1/2" = 1'-0"6 LOUNGE TO SHOP ROOF DETAIL
A-4 1 1/2" = 1'-0"7 OFFICE TO LOUNGE ROOF DETAIL
A-4 1" = 1'-0"8 STAIR DETAILS
A-4 3" = 1'-0"9 DETAIL 4
A-4 3" = 1'-0"10 DETAIL 5
A-4 3" = 1'-0"11 DETAIL 6
A-4 3" = 1'-0"12 DETAIL 1
A-4 3" = 1'-0"13 DETAIL 2
A-4 3" = 1'-0"14 DETAIL 3
A-4 3" = 1'-0"15 DETAIL 7
A-4 3" = 1'-0"16 DETAIL 8
A-4 3" = 1'-0"17 DETAIL 9
A-4 3" = 1'-0"18 DETAIL 10
10
'-0
" M
.O.
9'-1
1 1
/2"
U.D
.
14'-8" M.O.
14'-7 1/2" U.D.
19
A-4
RAILING DETAIL
1" = 1'-0"