97-498-0244 HIGH X 7 GAUGE
1 /4" STEEL PLATE CHECKER PLATE BASE
AT THREE SIDES OF L
L STRINGER LANDING BEYOND _ _ H1 LANDING BEYOND
-10.1
4" HIGH X 7 GAUGE
CHECKER PLATE BASE 2`�
- - - - - - - - - - - - - - - - - - - - -- -
---------- - - - - -- - - - - -- - - - - - -- - - - - --
AT THREE SIDES OF _ _ _ _ _
---------------
LANDING BEYOND
ABRASIVE RESISTANT CHECKER -
PLATE DECK WELD AS REQUIRED
THE
CC0MRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, Fl. 33139
(305) 532-0433
I i I e
I I �
- ---- - _ - - - - - -- - - - - -- -
-
--------- - - - - --
I
14 GAUGE STIFFENER I I
AS REQUIRED, TO LIMIT
DEFLECTION, WELD TO - STIFFENER ANGLES AS REQUIRED T
�J CHANNEL 14 GAUGE STIFFENER d
6" MAX. STEEL CHANNEL,
SECURE TO STRINGER -------- - - - - --
AT EACH END ----------- - - - - -- -
RISER IN FOREGROUND
A
I SEE PLAN FOR DIMENSION 4' SPACE MIN.
4— SEE PLAN FOR DIMENSION I O
("Hi 1 STAIR DETAIL AT STRIN LAN FOR DIMENSION w
-10.1 SCALE:3 " =1' -0"
E�
H STAIR DETAIL H a
H DETAIL AT FLOOR LEVEL AND INTERMEDIATE LANDINGS (*�H8 AT INTERMEDIATE LANDING
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0
LINE OF TREAD / RISER ARC �GRr�G
� S PLANNING • INTHRIOR DESIGN
INTERMEDIATE STEEL BEYOND ®
5960 .W. RAILINGS ®® / MIAMI,SFLORIDAH33143
LO
TEL (305) 666 -5474
+32.00' ®� / / I
/ FAX (305) 666 -4994
E THIRD FLOOR / E AA 0002416
EB 0002354
1 1 /2" SQUARE TUBE SEALANT WITH BACKER 00 STAIR AND HANDRAIL
STEEL NEWEL POST, II BEYOND NOT SHOWN MARCEL R. MORLOTE, A.I.A.
WELDED TO STRINGER ROD FOR CLARITY FL. ARCHITECT
� FL. ARCH. REG. NO. 9564
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GAUGE AS REQUIRED
Cq
BY LOADING CALCS.
/00 ® / -
/ _ ISSUE DATE
LINE OF TREAD IN /
FOREGROUND
+ 16.00' /
1/4" STEEL PLATE ___7 - - - -_ /
C ABRASIVE RESISTANT CHECKER STRINGER SECOND FLOOR o o LO
REVISION DATE
PLATE TREAD, WELDED PRICING DOC.
TO STRINGER AND RISER. I II
GAUGE AS REQUIRED BY -
// 12 -10 -96
LOADING CALCULATIONS I /
GALVANIZED 3" X 3" X 1 /4" c0 -
ABRASIVE RESISTANT CHECKER I I ANGLE WELDED TO STRINGER, / /
PLATE RISER, WELDED I EXPANSION BOLT TO SLAB
AFTER LEVELLING WITH 1 2" / / N : o
TO STRINGER AND TREAD. I EXPANSION BOLT /
GAUGE AS REQUIRED BY
B LOADING CALCULATIONS �- -� / / � B
A co / Go .a
4 t` / / CADD FILE NAME
00 rl� • � A1012- RT.DWG
° o
DRAWING TITLE
.1 LL TAIR SECTIONS AND DETAIL
/ -0.21
—0.39' / GROUND FLOOR
GROUND FLOOR SHEET NUMBER
A A
rA 1 STAIR DETAIL AT BASE A8 STAIR DETAIL AT STRINGER A11 SECTION AT STAIR "ST —BY
�-i SCALE:3 " =1' -0" -10.1 SCALE:3 " =1' -0" @ CONCRETE WALL -10.1 SCALE:1 /4 " =1' -0" A-10,12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
MMON
M
INTERMEDIATE STEEL
RAILINGS
1 112" SQUARE TUBE
STEEL NEWEL POST,
WELDED TO STRINGER
WALL OF FINISHED
SEALANT WITH BACKER
ROD � /
1 1/7' SQUARE TUBE NEWEL POSTS
WELDED TO STRINGER
1/4 STEEL PLATE STRINGERS
M
PROPERTY
G ����
NATIONAL CITY CENTER
P.O. BOX 7033
I1VDIANAPOLI5,IN46207
(317) 636 -1600
4 HIGH X 7 GAUGE
1 /4" STEEL PLATE CHECKER PLATE BASE
AT THREE SIDES OF L
L STRINGER LANDING BEYOND _ _ H1 LANDING BEYOND
-10.1
4" HIGH X 7 GAUGE
CHECKER PLATE BASE 2`�
- - - - - - - - - - - - - - - - - - - - -- -
---------- - - - - -- - - - - -- - - - - - -- - - - - --
AT THREE SIDES OF _ _ _ _ _
---------------
LANDING BEYOND
ABRASIVE RESISTANT CHECKER -
PLATE DECK WELD AS REQUIRED
THE
CC0MRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, Fl. 33139
(305) 532-0433
I i I e
I I �
- ---- - _ - - - - - -- - - - - -- -
-
--------- - - - - --
I
14 GAUGE STIFFENER I I
AS REQUIRED, TO LIMIT
DEFLECTION, WELD TO - STIFFENER ANGLES AS REQUIRED T
�J CHANNEL 14 GAUGE STIFFENER d
6" MAX. STEEL CHANNEL,
SECURE TO STRINGER -------- - - - - --
AT EACH END ----------- - - - - -- -
RISER IN FOREGROUND
A
I SEE PLAN FOR DIMENSION 4' SPACE MIN.
4— SEE PLAN FOR DIMENSION I O
("Hi 1 STAIR DETAIL AT STRIN LAN FOR DIMENSION w
-10.1 SCALE:3 " =1' -0"
E�
H STAIR DETAIL H a
H DETAIL AT FLOOR LEVEL AND INTERMEDIATE LANDINGS (*�H8 AT INTERMEDIATE LANDING
-� a1 SCALE:3 " =1' -0" -10.1 SCALE:3 " =1' -0"
G F G
II
co
to
® oo�
� oo�
+42.00' "' o
FOURTH FLOOR
1KYOLIFB ERG
F S F ALVAREZ
LINE OF FINISHED M S AND
co
OR RA G DETAIL WALL o
SE A9 /A 13 S PAID l N ERR
0
LINE OF TREAD / RISER ARC �GRr�G
� S PLANNING • INTHRIOR DESIGN
INTERMEDIATE STEEL BEYOND ®
5960 .W. RAILINGS ®® / MIAMI,SFLORIDAH33143
LO
TEL (305) 666 -5474
+32.00' ®� / / I
/ FAX (305) 666 -4994
E THIRD FLOOR / E AA 0002416
EB 0002354
1 1 /2" SQUARE TUBE SEALANT WITH BACKER 00 STAIR AND HANDRAIL
STEEL NEWEL POST, II BEYOND NOT SHOWN MARCEL R. MORLOTE, A.I.A.
WELDED TO STRINGER ROD FOR CLARITY FL. ARCHITECT
� FL. ARCH. REG. NO. 9564
xz
re:r -� r r 5 r C�SSC. / �, (•G u ,
i1 %fiai �" -e ' % _:i i, -.... j...c �.i� `�G! . • es�, !'.
Co
w � a e a �} t {. � `r.t6 `�3 max•. � =-!� •'' S T eh � � +7 '
kk D
D _L
� o / / FOR TYPICAL NOTES,
w ABRASIVE RESISTANT DETAILS AND DIMENSIONS - •. �'``-:
N CHECKER PLATE TREAD " REFER TO "G1 /A- 10.10"
GAUGE AS REQUIRED
Cq
BY LOADING CALCS.
/00 ® / -
/ _ ISSUE DATE
LINE OF TREAD IN /
FOREGROUND
+ 16.00' /
1/4" STEEL PLATE ___7 - - - -_ /
C ABRASIVE RESISTANT CHECKER STRINGER SECOND FLOOR o o LO
REVISION DATE
PLATE TREAD, WELDED PRICING DOC.
TO STRINGER AND RISER. I II
GAUGE AS REQUIRED BY -
// 12 -10 -96
LOADING CALCULATIONS I /
GALVANIZED 3" X 3" X 1 /4" c0 -
ABRASIVE RESISTANT CHECKER I I ANGLE WELDED TO STRINGER, / /
PLATE RISER, WELDED I EXPANSION BOLT TO SLAB
AFTER LEVELLING WITH 1 2" / / N : o
TO STRINGER AND TREAD. I EXPANSION BOLT /
GAUGE AS REQUIRED BY
B LOADING CALCULATIONS �- -� / / � B
A co / Go .a
4 t` / / CADD FILE NAME
00 rl� • � A1012- RT.DWG
° o
DRAWING TITLE
.1 LL TAIR SECTIONS AND DETAIL
/ -0.21
—0.39' / GROUND FLOOR
GROUND FLOOR SHEET NUMBER
A A
rA 1 STAIR DETAIL AT BASE A8 STAIR DETAIL AT STRINGER A11 SECTION AT STAIR "ST —BY
�-i SCALE:3 " =1' -0" -10.1 SCALE:3 " =1' -0" @ CONCRETE WALL -10.1 SCALE:1 /4 " =1' -0" A-10,12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OF