13-1274-002L(-) Lo
W Lc) Lo
_ry — 00—N
�MA I
L ARCH., NOTE.
;..!m REM NOW- MA V-6
1 - HOLD DOWN ALL NON-aEAF;dNG WALLS UNTIL SLAB IS POURED AND SHOTES REMOVED
DO NOT PLACE BEAM TOP STEEL UNTIL JOISTS ARE PLACED
V4* SLOPE Mon VERIFY AM CONDITIOM DIMENS"M SOFFIT AND JOKM LENGIK
- QC. M INSURE MOO" SLAB REOUIRED THRU OUT DECV-
- BOTTOM SOFFIT ELEVATION SHOWN AS REFERENCF4 G. Q RESPONSIBLE FOR
r FURNISHING ELEVATIONS.
• N07FY P.C.I. 24 HOURS BEFORE POURING.
14 5*-80= 79'-e PLYWOoOD FORMS SHOULD ALLM TO BE STRIPPED 48 HOURS AFTER POUR: PCI STANDARD
- VERIFY JOW E* NOT INTERFERE NTH OPENINM PLUMBING OR COIL STEEL.
- C%Q RESPO�E FOR FUINSHING CORRECT WTTOM OF JOW ELEVATIONS ALONG
POURED IN RACE BEAMS AND GRADE BEAMS, WOCH ARE FORMED BY OTHERS.
- STRUCTURE 140T EXPOSED UNI 0THElr*SE NOTED ON PLAN.
ll , - QQ TO INSURE SLAB REWaMENT AS PER STRUM. PLAN (TYP.).
RAF ARCH. ENG. G.C. NOTE:
kit NOTES.
SHMQ AND SlMeMra PROCE]DURE
1�- At SIMM M F0ftL
PLYNOW it CAN BE SIRVPED AFTEft
24 HMW FOR SPAN UMS OF W-r
} '111
3V4! SHIM
48 HOM FOR WAR UP 70 9--M
72 HOM FM WM OE79M V-V AM tl*--W
2)- NMEASE 00%M
8-J71 �7 2 �Vl �04! A�- 91m ES CAN BE MLEASE AFTVt 7 DAYS OR
on,
MTN
CITY 0- SOUTH POIANli
13UILDIINIG D�EPT.
STRUCTURAL-2ECTION
VAIM[fiv,
DESIGN DATA
Vic TOPPING= 4.000 P.S.I.
U)
f'c PRECAST= 6.000 P.S.I.
Lo
TOTAL JOIST AREA= 14-300 S•F• THIS SHT. KK
®_
U-)
TOTAL SOFF. BM.= 690 LF. THIS SHT.
00
S.I.L.= 50 (L.L.) + (D.L.)= 50 p. S. (u.O.N4,
00
1—
L(-) Lo
W Lc) Lo
_ry — 00—N
�MA I
L ARCH., NOTE.
;..!m REM NOW- MA V-6
1 - HOLD DOWN ALL NON-aEAF;dNG WALLS UNTIL SLAB IS POURED AND SHOTES REMOVED
DO NOT PLACE BEAM TOP STEEL UNTIL JOISTS ARE PLACED
V4* SLOPE Mon VERIFY AM CONDITIOM DIMENS"M SOFFIT AND JOKM LENGIK
- QC. M INSURE MOO" SLAB REOUIRED THRU OUT DECV-
- BOTTOM SOFFIT ELEVATION SHOWN AS REFERENCF4 G. Q RESPONSIBLE FOR
r FURNISHING ELEVATIONS.
• N07FY P.C.I. 24 HOURS BEFORE POURING.
14 5*-80= 79'-e PLYWOoOD FORMS SHOULD ALLM TO BE STRIPPED 48 HOURS AFTER POUR: PCI STANDARD
- VERIFY JOW E* NOT INTERFERE NTH OPENINM PLUMBING OR COIL STEEL.
- C%Q RESPO�E FOR FUINSHING CORRECT WTTOM OF JOW ELEVATIONS ALONG
POURED IN RACE BEAMS AND GRADE BEAMS, WOCH ARE FORMED BY OTHERS.
- STRUCTURE 140T EXPOSED UNI 0THElr*SE NOTED ON PLAN.
ll , - QQ TO INSURE SLAB REWaMENT AS PER STRUM. PLAN (TYP.).
RAF ARCH. ENG. G.C. NOTE:
kit NOTES.
SHMQ AND SlMeMra PROCE]DURE
1�- At SIMM M F0ftL
PLYNOW it CAN BE SIRVPED AFTEft
24 HMW FOR SPAN UMS OF W-r
} '111
3V4! SHIM
48 HOM FOR WAR UP 70 9--M
72 HOM FM WM OE79M V-V AM tl*--W
2)- NMEASE 00%M
8-J71 �7 2 �Vl �04! A�- 91m ES CAN BE MLEASE AFTVt 7 DAYS OR
on,
MTN
CITY 0- SOUTH POIANli
13UILDIINIG D�EPT.
STRUCTURAL-2ECTION
VAIM[fiv,