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ROOF SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF.
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W/ #3®12 O.C. E.W. CENTERED.
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60
60
AS NOTED; SPACING OF JOIST AS NOTED ON PLANS.
2.
SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED.
.
3.
FIRE RATING 2 HOURS.
4.
TOP OF CONCRETE SLAB ELEVATION jk +16' -0" EXCEPT AS NOTED.
5.
ELEV.O' -0" = ELEV. 11.00' NVGD.
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SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING
11
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SEE NOTE No 6 2 8, -88 2SB�m8g� --� 1'- 9' -4" 9' -4" =10' -2 8' -6" 8' -6" 14' -2" 13' -2" 9' -6" 8' -6" ' -6" 6'
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NATIONAL CITY CENTER
� P.O. BOX 7033
INDIANAPOLIS, IN 46207
\ (317) 636 -1600
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12.4 00 I I I I I �I I I l 1 I I I I N
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I IN N
12" PC. OITS
N 7677" O.C. (MAX) 2 -79 N o oo II 0 2 0 Iz- II 12 O m m
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THE
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532-0433
2SB -10 2SB -105 2SB -106 2SB- 7 2SB e\ ��"� 1 \\ ,150 I SEE NOTE No.6 I 1 I SEI I V E 0_)II cv K
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NOTE No.6
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SHEARWALL AT �1 i 00 1
STAIR B -2 m m I I i m
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of
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292' -7"
A Al B C D E F G H 11 5 I
S5.03 S5.03
7 5
S5.03 S5.04
BLDG. B PARTIAL SECOND FLOOR FRAMING PLAN
SCALE: 1/16 " =1' -0"
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12" P.C. JOISTS
®5' -6" O.C.(MAX)
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ml I =
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ROOF SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF.
g.
W/ #3®12 O.C. E.W. CENTERED.
►
IIIIII�
AS NOTED; SPACING OF JOIST AS NOTED ON PLANS.
2.
SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED.
.
3.
FIRE RATING 2 HOURS.
4.
TOP OF CONCRETE SLAB ELEVATION jk +16' -0" EXCEPT AS NOTED.
5.
ELEV.O' -0" = ELEV. 11.00' NVGD.
I
I '• n�� :•:ru
SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING
INTO SUPPORTS.
�i►
III
f
08-07-96
CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS.
- ,,.....,. -•
111►I � ��II
THEIR ADDITIONAL LOAD (840 LB/Ll. FT.) IS IN ADDITION TO THE
PRICING DOC.
SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL
- O
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B-33
2SB-204A
PROVIODE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING
BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION.
DOUBLE OIST
PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND.
.w
TO JOISTS DIRECTION.
8.
FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07
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9.
POP
!r
,
10.
FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05.
I SCAL. N
0o OPENING - - \ N
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NII m m ®4' -0" . .(M
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---- _B 18.6 �
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2
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m m S
m 04 2BB -25 - �� 5960 S.W. 57TH AVE.
BB -24 2BB -25 2BB -24 2BB -25 2BB -25 2BB -25 2BB -25 2BB -25 2BB -25 MIAMI, FLORIDA
37'- 36' -4" 1' p
14' -1" 2 B -25 30, -" 266-25 30' -0" 30' -0" 2BB -2 30' -0" [2BB-25 30' -0" 27' -2" 20,-C 1' 35' -7" 33143
(305) 666 -5474
505'- 1 c FAX (305) 666 -4994
0 E A.A.C. 000404
1' 201'-2t L
EUGENIO M. SANTIAGO, P.E.
4 r-i K K.1 L nm N 0 P Q R S S.1 T EGISTERED ENGINEER (CIVIL /STRUCT.
• FL. REG.. N0. 19673
S5.036
NOTES:
1.
ROOF SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF.
g.
W/ #3®12 O.C. E.W. CENTERED.
r
PRECAST PRESTRESSED JOIST SHALL BE 16" DEEP EXCEPT
AS NOTED; SPACING OF JOIST AS NOTED ON PLANS.
2.
SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED.
ISSUE^= DATE
3.
FIRE RATING 2 HOURS.
4.
TOP OF CONCRETE SLAB ELEVATION jk +16' -0" EXCEPT AS NOTED.
5.
ELEV.O' -0" = ELEV. 11.00' NVGD.
6.
SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING
INTO SUPPORTS.
REVISION DATE
7.
CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING
08-07-96
CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS.
-�
THEIR ADDITIONAL LOAD (840 LB/Ll. FT.) IS IN ADDITION TO THE
PRICING DOC.
SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL
- O
-z
NOTES (SEE DRAWING S -6.01)
PROVIODE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING
BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION.
- U
PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND.
.w
TO JOISTS DIRECTION.
8.
FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07
-�
9.
FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03
10.
FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05.
11.
FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL
NOTES ON DRAWING S8.01.
12.
TEMP. & CRACK CONTROL REINF. W/ #3012" X6' -0" LONG TOP
DRAWING TITLE
STAGGER ENDS 1' -0" (TYP. AT ALL SOFFIT BEAMS)
9
10
A
11
12
13
J,
KEY PLAN
14 15 16 17 1 18
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g.
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4 '
ISSUE^= DATE
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-o
REVISION DATE
c
08-07-96
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PRICING DOC.
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B
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CADD FILE NAME
BS302 -RT
DRAWING TITLE
BLDG B 2nd FL FR PL
SHEET NUMBER
A
B -53.02
OF
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