12-86 1OF7-232r
1
1
1 2 3 4 5 6 7 8 0 10 11 12 13 14 15 16 17 18
S�MON
PROPERTY
M INTERMEDIATE STEEL LINE OF FINISHED WALL GROUP
RAILINGS
WALL WELDED TOUSTRIN ERE NEWEL POSTS M
NATIONAL CITY CENTER
Ile
1 1/27 SQUARE TUBE SEALANT WITH BACKER P.O. BOX 7033 1 4" STEEL PLATE STRINGERS INDIANAPOLIS, Ili 46207
STEEL NEWEL POST, ROD
WELDED TO STRINGER (317) 636 -1600
M
4" HIGH X 7 GAUGE 3/4 MAX.
L
STRINGER EL PLATE AT CHECKER PLATE THREE SIDES OF E THE
E
LANDING BEYOND _ _ rH 1 LANDING BEYOND L
Q;OMRAS
—10.1
4" HIGH X 7 GAUGE \
CHECKER PLATE BASE COMPANY
AT THREE SIDES OF _ — —
---------- - - - - -- - - - - -- — — - - - -- - - - - --
LANDING BEYOND - -
--------- - - - - -- 1111 Lincoln Road Mall
Suite 510
_ ABRASIVE RESISTANT CHECKER \
Miami Beach, F'L. 33139
K PLATE DECK I WELD AS REQUIRED (305)532 -0433
I K
79 77 77 97 77
— -------- - - - - -- —
14 GAUGE STIFFENER I I
AS REQUIRED, TO LIMIT I I
DEFLECTION, WELD TO I — STIFFENER ANGLES AS REQUIRED
J - CHANNEL
14 GAUGE STIFFENER
6' MAX. STEEL CHANNEL,
SECURE TO STRINGER - °
AT EACH END F --------------- --
RISER IN FOREGROUND
A
I p:4
SEE PLAN FOR DIMENSION 4" SPACE MIN. SEE PLAN FOR DIMENSION I p
('Hi DETAIL AT STRINGER
LAN FOR DIMENSION w
�-i8CALE:3 " =1' -0"
rTJ H (�H1STAIR STAIR DETAIL H �
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DETAIL AT FLOOR LEVEL AND INTERMEDIATE LANDINGS H8 AT INTERMEDIATE LANDING
-10.1 SCALE:3 " =1' -0" -10.1 SCALE:3 " =1' -0"
G
G
II
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ooh
+42.00 a
FOURTH FLOOR
F IWOLFBERG
LINE OF FINISHED S S
F ALVAREZ
OR RA G DETAIL WALL co A��
SE "A9 /A PART:NEI�S
LINE OF TREAD / RISER AR=CrM- ENGINEERING
PLANNING • INTERIOR DESIGN
INTERMEDIATE STEEL BEYOND ® ®® S —
RAILINGS c ®® i — 5960 S.W. 57TH AVE.
ix
MIAMI, FLORIDA
33143
E+32.00 ® FAXS) 3056 666– 4994
THIRD FLOOR E
A.A.C. 000404
1 1/27 SQUARE TUBE SEALANT WITH BACKER STAIR AND HANDRAIL
STEEL NEWEL POST,
ROD II BEYOND NOT SHOWN MARCEL R. MORLOTE, A.I.A.
WELDED TO STRINGER FOR CLARITY FL. ARCHITECT
°D FL. ARCH. REG. NO. 9564
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ABRASIVE TYPICAL NOTES
RESISTANT 5 _
CHECKER PLATE TREAD II DETAILS AND DIMENSIONS -
GAUGE AS REQUIRED
REFER TO G1 /A -10.10
BY LOADING CALCS. Cq
LINE OF TREAD IN
ISSUE DATE
FOREGROUND
1/4" STEEL PLATE ________ 7 _____ +16.00'k.
C ABRASIVE RESISTANT CHECKER I I STRINGER SECOND FLOOR /
PLATE TREAD, WELDED I / o C REOV$ISIOON DATE
'�
TO STRINGER AND RISER. o PRICING DOC. I II � II
GAUGE AS REQUIRED BY
LOADING CALCULATIONS I ° -
GALVANIZED S' X Y X 1/4 I`
ABRASIVE RESISTANT CHECKER I I ANGLE WELDED TO STRINGER, /
® -z
PLATE RISER, WELDED I EXPANSION BOLT TO SLAB
- U
TO STRINGER AND TREAD. I AFTER LEVELLING WITH 1/2"
GAUGE AS REQUIRED BY I EXPANSION BOLT �' N -
B LOADING CALCULATIONS co : °
B
J I 1 7
co / co _ Q
� II
co CADD FILE NAME
A1012— RT.DWG
rF /1 d
LO II DRAWING TITLE
•= L — I —0.219 TAIR SECTIONS AND DETAIL
- —0.39
GROUND FLOOR
A GROUND FLOOR SHEET NUMBER
Al STAIR DETAIL AT BASE As STAIR DETAIL AT STRINGER 6A1 1 SECTION AT STAIR "ST -BY A
-1o.1 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 0 10 11 12 13 14 15 16 17 18
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