09-177-005K
0___L --------------------- L --------- I [--
/A II
I
Mv
If �
Ca.c. NOTE
S.P.I. RECOMMENDS ADDITIONAL STEEL TO
WELP CONTROL CRACKIWx (TYP)
(BY OTHERS).
E D.1 D C B A
]
_p\ D.2
6 SLAB
Pa7 Fa7
BY OTHERS
/-Zi\ t
R65_5 R55-6 16'X 6'
CE�
BOTTOM OF 5OFFI" BEAM
ELEVATION
7
I.3-X22
28-J221
ROOF
Z; CN
BELOW (N
IRS
v 11 5.0.
fj
STAIRS cn
(D--L -------- - --------- --
+ 23'-0' jj Jill] ]I]]]] I I - I - I - I - 6 I
50TTOM OF
K\ S. BEAM ELEV.
12'
_J22
I r in m m
iQ fro 7, I I E* I I f, %o
co
® Q SPACES 3/4' r. a 63/2" 26
II � J 7 I I + 22' - @.
dh SOFFIT BEAM 213 -64 4'-3. SL B
IV BOTTOM OF Qj �21 ;t SPESI 4-i _a
ELE� 'ATION---
M-220 / I OrwEpes
4*13-4 RSB_' A
23'-0*
40 T -00 1 t
50TTOM OF
M ROOF
5. BEAM ELE & 2 J224 8-J223 I I - I
J2 4-J223 BELOW
3_1 1 -.1223
1 21'-8 16, II&F Irp, Irp BY OTHERS
V
-J124
/-K\ X J223 3
1W
/R\ /J\ � ( , I � b b, b
L, 1-k C4
28 SPArls a 4' &-14 '_Io 1/?'
4
T-19
148' ;Q
onj SNE I FmcT. 7 &EAR-7 FIRICT. FmcT. 7 FRJCT.
mcr.
- — - — - — - — - — - �j a -- — - — - — --
5 wo- 15. -
Gy— /A w_m- -1 151-11 _o
'. • - 4 -o -
5 151-11 11 V-0- 1 8'-2-
I
� � I C I I I r i !
ARISWENG-siSICNOTE:
CARE TO BE TAKEN LL44EN PLACING
CONCRETE AS TO ACHIEVE LEVEL
SUIRFACE DIFFERENTIAL CAMBERS WILL
OCCUR DUE TO DIFFERENT LENGWTS OF
JOISTS (TYPICAL)
ARCH. ENG. G.G. NOTE:
-VERIFY CLOUDED DIMENSIONS
T Y1 f =-,
ARCH. ENG. G.C. 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.
14
20 K
O-EA
BRACING
L PANELS
2AM
ROOF FLOOR FRAMING FLAN_
Holm
BOTTOM OF SOFFIT BEAM ELEVATION OIL SEE PLAN
U.ON.
20 K
(HF14
I I
Fl- mA
rte.%_
ARCH, ENG. G.G. NOTE:
-ANY VERIFICATION THAT 15 ASKED BY S.P.I.
AND 16 NOT ANSWERED, 18 FURTHER UNDERSTOOD
THAT THE VALUES SHOWN ARE ADEQUATE FOR OUR PRECAST/PRESTRESSED
DESIGN.
IN ADDITION WILL BE RELIEVED OF ANY
PAST, PRESENT AND FUTURE CHANGES RESULTING FROM
UNANSWERED INFCI; MATIOR
ARY--W ENG.G.C.NOTE:
-THE STRAND PATTERNS FOR NORMAL LOADING. CONDITIONS
OF OUR STEMMED UNITS PROVIDE A ONE -HOUR FIRE RESISTANCE
AS PER PcI HANDBOOK 5TI4 EDITION PG. 13-41.
20 K SCAFFOLD—/ L--J'2 ;o
X BRACING
ALL PANELS
IM
COLUMN SCHEDULE
BUILDING DEPT.
STRUCTUR SECTION
8*X32'
Im
81XII&I
SCOPE —F ,EVtET,'V
0 C14S1S't`S OZ`:
1. THA THE SPECIFIED STPUCTURAL SUM'4171-AL HAVE
BEET _E'
EE FURNIS!
2. THAT THE SUBMiITTAL HAVE BEEN SMNED AND
SEAL D BY A FLO 'DA R E G, S —a:R, ED F, 07-351 ON A L
cl, 0
I' T -�!'n
ri
S:M
717 PONCE V171 =- `1 --C'0 _ S U I T E SZ 5
COR',L CCA-11LES, FLOF,'ErA 3331,34
ARCH, ENG. G.C. NOTE:
-F SIR-UT C I L S '3nPN`f17T_Ak_1
1- r) p
y�y p7r.jj_ L
INDICATED cl
DATE: REV!_-'A'E_r' By:
scopEciF OF.
0 _-E � �E "
1. r.44L Tll,,C�sr£C',FIEDSTPI�IC-,rURALSLIB?,il,TAL14,VvF
D HE 4 Fit j R.T121 i F D -
2. TIA AT TPE SUB N! I'MkL 14" NrE E HEN S IG NED AND
S&kLED BY A FLOR:DA REGIISTIERED
3. THAT THE SPECIALTY ENG!XTER HAS
OUP IN17-EW AND USED'FEE SPECI`10 Cc;17Z'sL4 rt *
DETAt"ED01
4,
:N 3,
PER;:C�""ISD EXCET
1� ERFACE A-REA,.
J, EDUPROO Gjo��7A! EIZ, P.E., !NC
STRUCTI tRAL El*zrzt�NIEERS
717 P 0 N! C Z- D'_ L L 0! 4 F,, S"VI I 'I '-r
CORAL G/kELES, FLOROA 13134
PHO',N:E: 30 --445-5100
-VERIFY ELEVATIONS, NOTE DI&GREPANCY
BETWEEN. STRUCTURAL DRAWINGS(FLAN)
4 ARCHITECTURAL DRUJISS(PLAN)
AND SECTION SHT. 5-5
TH15 15 VERY IMPORTANT FOR 50TTOM OF
SOFFIT BEAM ELEVATION (TYP. 1) STAIRS RO ,k
THESE 6140P DRAWINGS WERE PREPARED FROM
THE LATEST SET OF CONTRACT DRAWINGS PROVIDED
TO S.P.I. BY THE GENERAL CONTRACTOR.
ARCHITECTURAL DRAWINGS DATED: A-03, 4 A-03A no date,
STRUCTURAL DRAWINGS DATED. 614T. 6-4 12-03-08
ROOF gh -25'-0'
SECOND FLOGb +12'-6'
FIRST FLOOR
ELEVATION
TOP OF SLAB
----- - --- - r_E!5,GN-DcATA
f'c PRECAST= ro,000
DOTAL _'O'&T- Ap'E4—_ THIS SHT.
- -f TAL Sdf If 15E\H L.F. THIS 6HT.
,S.I.L.=100(L.L.) +25(D.L.) 125 (ROOF)
VERIFY JOIST DO NOT INTERFERE WITH PLUMBING.
03 6 S' O.C. FOR 12'JOIST
$3 0 12' O.C. FOR Iro'JOIST
UNLESS OTHERWISE NOTED.
)7/2
TYPE 2
p60,000 PSI
SHEAR STL. DETAIL FOR FULL LENGTH
SHEAR STEEL REINF. 15 NOT INTENDED
TO SUPPORT SLAB REINF.
CITY OF SOUTH MIA&fl
BUILDING DEPT.
STRUCTUR SECTION
SUBMITTED FOR APPROVAL
;ECTI,0N
VPR0VED f3y.
FEB 2 3 2009
)AT E'
STRUCTURAL
PRESTRESSED
INDUSTRIES
PRODUCTION NOTE:
-FOR JOIST SCHEDULE SEE SWEET 0 S,
-FOR SECTIONS SEE 5WT