09-177-0021G J I E
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in a 01 CORRIDOR
AGES 4` -6 ' =131' -4 1/8' 3 6 3/ '
M -200 M -201 3 i M•201 M -202 GT.
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" f'C TCPF 1NG =-4,000 F.B.I.
f'c PRECAST = 6,000
- .0TAL ,.'O'ST AREA- =P5�10 THIS SHT.
^ -'i 0' ,4L 6OFf=1 f BE —1 -L- . = 139L.F. THIS BHT.
+25(1).L.) 75 (CLASSROOM)
1i�)5(CORRIDOR)
- VERIFY JOIST DO NOT INTERFERE WITH PLUMBING.
03 9 S' O.G. FOR 12'JOIST
*3 g 12' O.G. FOR 16'JDIST
C B A UNLESS OTHERWISE NOTED. I
C3 01 101-81 - TYPE 2
Fy= @, @0@ PSI 6
! SHEAR STL. DETAIL FOR FULL LENGTH
I , { r, SHEAR STEEL REINF. IS NOT INTENDED
2 TO SUPPORT SLAB REINF. T"� E I I
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TYPE 1
W 35 m 6" O.G. F9= 65,000 PSI (MIND
BY OTHERS
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SECOND FLOOR FRAMING FLAN 1,
NORTH COLUMN SCHEDULE 2.
BOTTOI" I OF SOFFIT BEAM ELEVATION 9' -6'
( U.ON. )
ARCH.EWa6.CNOTE:
CARE TO BE TAKEN WHEN PLACING
CONCRETE AS TO ACHIEVE LEVEL
SURFACE DIFFERENTIAL CAMBERS WILL
OCCUR DUE TO DIFFERENT LENGHTS OF
JOISTS (TYPICAL)
ARCH. ENG. G.G. NOTE:
PROVIDE ANY AND ALL ADDITIONAL CONCENTRATED /LINE LOADS
(WALL LOADS, TRUSS LOADS, ETC,)THAT MUST BE CONSIDERED
IN OUR JOIST DESIGN.
STRUCTURAL DWGS./NOTES PROVIDE ONLY UNIFORM LOADS.
ARCH. ENG. G.G. NOTE:
-ANY VERIFICATION THAT IS ASKED BY S.P.i.
AND IS NOT ANSWERED, IS FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/PRESTRESSED
DESIGN.
IN ADDITION S.P.T. WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFORMATION,
ARCH.ENGfs.CNOTE:
-THE STRAND PATTERNS FOR NORMAL LOADING CONDITIONS
OF OUR STEMMED UNITS PROVIDE A ONE- HOUR FIRE RESISTANCE
AS PER PCI HANDBOOK 5TH EDITION PG. S -41.
I I
I
PRODUCTION NOTE:
ARCH. ENG. G.C. NOTE: -FOR JOIST SCHEDULE SEE SHEET "2
- VERIFI' CLOUDED DIMENSIONS -FOR SECTIONS SEE SHT + 3
r' AizGl -I. ENG. C.C. NOTE:
- VERIFY ELEVATIONS NOTE D15CREPANGY
BETWEEN STRUCTURAL DRAWINGS(FLAN)
4 ARGNITECTURAL DRUIGS(PLAN)
AND SECTION SI-IT. 5-5
THESE SHOP DRAWINGS WERE PREPARED FROM
THE LATEST SET OF CONTRACT DRAWINGS PROVIDED
TO S.P.I. BY THE GENERAL CONTRACTOR.
ARCHITECTURAL DRAWINGS DATED: no date,
STRUCTURAL DRAWINGS DATED: SHT, 6-3 12 -03 -08
+3l' -@'
ROOF +25'- S'(H.P.)
+25' -0" (L.P.)
SECOND FLOG +12' -6'
FIRST FLOOR,. @' - @'
ELEVATION
TOP OF SLAB
3 SHEAR STEEL REINF. IS NOT INTENDED
TO SUPPORT SLAB REINF.
T)' E I
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SUBMITTED FOR APPROVAL
FEB 2 3 2009
STRUCTURAL
PRESTRESSED
INDUSTRIES