04-178-002I
;Al
. SCHEDULE
24' X 24'
a
32' X 32'
Q
16' X 24'
32' X W -10'
i
03 12' O.G. FOR 24'J015T
TYPE I /UNLESS OTHERWISE NOTED.
W 3.5 Q Co' O.G. Fy =65,000 PSI (MIND
o '-PE 2
Fy = ro rD 000 P51
SHEAR STEEL DETAIL
SHEAR STEEL REINF. 15 NOT INTENDED SHEAR STL. DETAIL FOR FULL LENCzTH
TO 5UF'PORT SLAB REINF.
SHEAR STEEL REINF. 15 NOT INTENDED
T ( TO SUPPORT SLAB REINF,
PRODUCTION NOTE:
-FOR JOIST 4 SOFFIT BEAM
SCHEDULE SEE SPT 41 2
-FOR SECTIONS SEE SHT * 3
ARCH.ENCxLs_CNOTE:
-THE STRAND PATTERNS FOR NORMAL. LOADING CONDITIONS
OF OUR STEMMED UNITS PROVIDE 2 HOUR FIRE RESISTANCE
AS PER PCI HANDBOOK 5TH EDITION PCB. 9 -41.
ARCH. ENG. G.C. NOTE:
PROVIDE ANY AND ALL ADDITIONAL CONCENTRATED /LINE LOADS
(I,UALL LOADS, TRUSS LOADS, ETC_)THAT MUST BE CONSIDERED
IN OUR JOIST DESIGN,
STRUCTURAL DUr3S./NOTES PROVIDE ONLY UNIFORM LOADS.
ARCH. ENG. C-,.G. NQTE
-ANY VERIFICATION THAT 15 ASKED BY SP.I.
AND IS NOT ANSWERED, IS FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/PRESTRESSED
DESIGN.
IN ADDITION S_P.I. WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFORMATION.
Pi20DUCTION NOTE:
-FOR JOIST x SOFFIT BEAM
SCHEDULE SEE SHT " 2
-FOR SECTIONS SSE SI-It * 3
THESE SHOP DRAWINGS WEFE PREPARED MOM
THE LATI ='ST WT OF CONTRACT DRAWMG5 PROVIDED
TO 5.P,1. 15Y THE GENERAL CONTRACTOR
ARCHITECTURAL DRAWINGS DATED :05- 22- 13 IM-2f. -2013 I
A -301
STFUCTURAL DRAWINGS DATED: 05 -22 -13 01-2G -2013 1
SHEET 5 -2