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ARCHMCTURE • ENGINEERING
PARTNERS
c)O ! 4BB -29 (HI) PLANNING •INTSRIOR DESIGN
2 1' -4 10'-0" 29' -3" 25' -6" 27' -0" 22' -0" 22' -10" 40' -8" 40' -8" 37' -0" 36' -4" 1' 14' -1" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 27' -2" 20 -6" 1' 35' -7"
5960 S.W. 57TH AVE.
505' -10" MIAMI, FLORIDA
292' -7" 1' 201' -2 33143
(305) 666 -5474
T1 E FAX (305) 666 -4994
A.A.C. 000404
A A.1 B C D E F G H I J K K.1 L 2 M N 0 P Q R S S.1 T
S5.10
• 9 % 13 % 6 EUGENIO M. SANTIAGO, P.E. I
EGISTERED ENGINEER (CIVIL /STRUCT. I
S5.03 S5.04 S5.03 S5.03 S5.036 NOTES:
FL. REG. N0. ;}19673 �
1. 4TH FLOOR SYSTEM CONSISTS OF A 4 1/2" MIN. CONC. SLAB REINF. T , t `'
W/ #3 @12 O.C. E.W. CENTERED.
D BLDG. B FOURTH FLOOR FRAMING PLAN PRECAST PRESTRESSED JOIST SHALL BE 16" DEEP EXCEPT
SCALE: 1/16" =1' -O" 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 +42' -0" ON PLAN. _ IS3tJ:'DATE
5. ELEV.0' -0" = ELEV. 11.00' NVGD.
6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING f'+ REVISION DATE
INTO SUPPORTS. lJ -
PRICING DOC.
7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING
CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS. -
THEIR ADDITIONAL LOAD (840 LB/L1. FT.) IS IN ADDITION TO THE : o
SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL _ 7 0 09 -12 -96
NOTES (SEE DRAWING S -6.01) KEY PLAN
PROVIODE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING - w
BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION. - o
B PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND. D . 0
TO JOISTS DIRECTION. D
8. FOR BEAMS SCHEDULE SEE DRAWING S9.02 THRU S9.07 D =
9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03 A CADD FILE NAME
BS304 -RT
10. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. DRAWING TITLE
11. FOR TIE BEAMS AND TIE COLUMNS SEE GENERAL STRUCTURAL B
C BLDG B 4th FL FR PLAN
NOTES ON DRAWING S8.01. SHEET NUMBER
' - A ,, A
12. TEMP. & CRACK CONTROL REINF. W/ #3 @12 X6 -0 LONG TOP
STAGGER ENDS 1' -0" (TYP. AT ALL SOFFIT BEAMS)
_ B -53.04
13. TOP SLAB REINF. #3@12"X6'-O" LONG
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OF