01-0575-006 i a �
0
0
E 1ST. CONIC, PA PET TO REM ddN m
+fie o
M
LO
i I t I I I I I I I I I I I I I I I I i
O
' CD C714�!
Lu CO
E IST. IV DE P STEEL J 15TS m w s ol_
I I I I I I I I l e14'-m" o.c. TiO BE REMOVED I I I I i N p V p _
n A
xkj
D-3 .
4o.. �.
C NO EXIST. COLUMN TO � _
EXIST. CO TO BE REMI OVED BE REMOVED
Y
I I I I I I f I I I I I D-3 I �1 I I I I I (PROVIDE SHORING AS
NECESARY DURING DEMOLITION)
u
j
/�
1-�
O
u1
EX ST_ COL TO BE REMO D EXIST. COL TO B REMOVED
l�
d
NEW OPENING FOR DOORS
n I I I I I I I I I I I I I I I I I I I REFER TO ARCHITECTURAL
FLOOR PLANS TO VERIFY
EX ST. COL TO BE REMOV D Z LOCATIONS
_s.
EXIST. L 3'x3"x'i¢'
ti 1i2'-P BOLTS Q 24" O.G. A .,�a, •.
x
(_ I --�-- I —L �— --� � ( _.I— I —I- I --�- •I-- ---{ � I 0 � I � NEW OPENING FOR DOORS
REFER TO ARCHITECTURAL y "
w FLOOR PLANS TO VERIFY
j LOCATIONS
EXIST, S CMU WALL E KIST. 24" DEEP STEEL J:)ISTS
I
TO P-EMAIN { I I I 1 1 I 614'-O' O.C. TO BE REMOVED
(f=ROVIDE SHORfNG A5 M ut
N CESARY D(IRING DEM LITTON) Q
NQ
�} O
W
lu 4fa BE I REMOVED N TO O
0-0 (PROVIDE SHORING AS
i I i I I I I I i I I I I I I I I I I i I e NECESARY DURING DEMOLITION)
I-
�- EXIST. STEEL
CROS -BRACING p
I TO BE REMOVED NEW OPENING FOR DOORS . ,
-� REFER TO ARCHITECTURAL �5 AFET'� RULE6 FOR SHORING; AND RE5�401RING;
I f I 1 I I I I I I I I I I I I I I I I I FLOOR PLANS TO VERIFY UIV
LOCATIONS
1. A SHORING LAYOUT SHOULD BE AVAILABLE ON THE JOBSITE AT ALL TIMES.
I in
7 PIN
2. ALL SHORING FRAMES SHOULD BE PLUMB AND LEVEL.
U m 3. DO NOT EXCEED THE SHORE FRAME SPAING OR TOWER HEIGHTS AS SHOWN
I I I I I I I ( I I I I I I I I ( I I I I ON THE APPROVED SHOP DRAWINGS.
4. THE MANUFACTURER RECOMMENDATION FOR SAFE WORKING LOADS.
I x 5, IF LUMBER IS USED, THE LUMBER SHOULD BE IN GOOD CONDITION, WITHOUT
CRACKS OR DEFECTS.
EXIST, 2'x6' WOOD J I O
a 6. FASTEN ALL BRACES SECURELY. E-1
2'-0' Q.G. TO BE m VED f ( { I I I I I I f I I I I i I I ( ( I 1 CHECK PLUMB AND LEVEL OF SHORING TOWERS JUST PRIOR TO w
EXIST. GONG BEAM I POURING CONCRETE. W
�- TO BE REMC VED N 5. RESHORING PROCEDURES SHOULD BE APPROVED BY A QUALIFIED ENGINEER
II � 44 E-4
�" � t - t SoR►� z
E�C15T. fi I 1—I t I fi F A
BE REMOVED I
EXIST. CO UMNS TO I SGAI=BOLDS: SSC 3318 A
III I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BE 4MOV/vD 1 1 1 1 II o
I I I I I I I I I I I I I ( I I I I I I I I (
I. EVERY SCAFFOLD OVER 10'-O' HIGH, ABOVE GROUND SHALL BE PROVIDED
I I I I I I ( I ( I ( I I I ( I WITH GUARDRAIL5 AND TOE BOARDS.
II 2. PLANKS USED ON SCAFFOLDS SHALL BE NOT LEGS THAN 2' THICK
I 3. ROPES OR CABLES SUPPORTING SWINGING SCAFFOLDS SHALL BE .�
— I- - _ 4 1 ( -1-- T T T� ABLE TO RESIST 6 TIMES THE MAXIMUM APPLIES LOADS. (y„�
4. SCAFFOLD STRUCTURE SHALL BE ABLE TO SUPPORT 4 T4 TIMES
EXIST. 2'x8' METAL JOISTS THE MAXIMUM APPLIED LOADS.
2'-0' O.C. TO BE REMOVED 5. WHEN PLANKS OVERLAP AT THE ENDS SUCH OVERLAP SHALL BE (C)
LO
REMOVE DAMAGED WOOD FRAMED WALLS MINIMUM 6' INCHES. W
ROOF STRUCTURE ROOF 5
"a
DEM-"OLITION 4 6�40RE& 4 RE6�40F✓& 5HA>_L REMAIN IN PLACE:
5HORING FL o
SCALE : 1/4' = 1'-0" SNORES RESHORES
2 SLABS GREATER THAN 10'-0' SP. 12 HOURS '1 DAYS
JOISTS -12 HOURS "I DAYS
BEAMS Z DAYS 14 DAYS
LEGEND : CANTILEVERS:
SLA55 I DAYS 14 DAYS
EXISTING S' CONC. BLK WALL JOISTS 7 DAYS 14 DAYS
BEAMS -1 DAYS 14 DAYS � _
EXISTING S' CONC, BLK WALL
O 0
TO BE DEMOLISHED .�
_ EX15TING STEEL JOISTS 'm 4' O.C. �
TO BE REMOVED
— — EXISTING 1-5EAM TO BE REMOVED
3'(P ELLIS SHORING 0
lu O .
cv �'
ENGINEERING CO., INC. b •� b U ¢,
` CARLOS J. CARDOSO, P.E., No. 55780-
1 sheet na.
4345 S.W. 72nd AVENUE, SUITE rG.-
< i MIAMI, FLORIDA 33155 �,-__r• ,
(305) 666-2750 CA ` 000033
it .
< _ �.