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NOTES:
1. 3rd FLOOR SYSTEM CONSISTS OF A 4 1/27 MIN. CONC. SLAB REINF.
W/ #3 ®12 O.C. E.W. CENTERED.
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.
3. FIRE RATING 2 HOURS.
4. TOP OF CONCRETE SLAB ELEVATION +32' -0" EXCEPT AS NOTED.
5. ELEV.O' -0" = ELEV. 11.00' NVGD.
6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING
INTO SUPPORTS.
7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING
CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS.
THEIR ADDITIONAL LOAD (840 LB /LI. FT.) IS IN ADDITION TO THE
SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL
NOTES (SEE DRAWING S -6.01)
PROVIODE DOUBLE PRECAST CONIC. JOISTS UNDER NON BEARING
BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION.
PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPEND.
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
STAGGER ENDS 1'-0" (TYP. AT ALL SOFFIT BEAMS)
KEY PLAN
i
i
j
12 13 14 15 16 1 17 1 18
INATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
L
rN
THE
COMll ALAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
F
ARC=C= - E NGU400 IMG
PLANNING - INTERIOR DWGN
33143
(305) 666 -5474
E FAX (305) 666 -4994
A.A.C. 000404
EUGENIO M. SANTIAGO, P.E.
EGISTERED ENGINEER (CIVIL /STRUCT.
FL. REG. NO. 19673
.. y
ISS � 'DIx7E
.Cq
c : o� REVISION DATE
PRICING DOC.
- F-
- U
_ W
CADD FILE NAME
DS303 -RT
DRAWING TITLE
BLDG D 3rd FL FR PL
SHEET NUMBER
A
D -53.03
OF