12-86 4OF7-0281 2 3 4 5 6 7 8 0 10 11 12 13 14 15 16 17 18
MMON
PROPERTY
M I M CROUP
NOTES.
NATI0NAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, Ili 46207
co G2SB -27 G2SB -28 G2SB -29 G2S6 -30 ��� v 1. SECOND FLOOR SYSTEM CONSIST OF 4 1/2" CONCRETE SLAB (317) 636 -1600
(REINFORCED WITH #3 @ 12 O.C. E.W. CENTERED.)
I� 00 �,�5 OVER 16 DEEP DOUBLE TEES OR 16 PRECAST PRESTRESSED
c'"' / W1 JOISTS. (U.N.O.) ���
�s�, SPACING OF JOISTS AS NOTED ON PLANS EXACT LOCATION OF L
L ® v� �tiS% \ �5 BRIDGE EDGE BM. -/ EACH SYSTEM TO BE DETERMINED BY P.C. MANUFACTURER. �j
�n \/ c� �9 S 8 THK. CONC. SLAB
CONTROL JOI4T.1 COA `V RAS
C14 N /i `J� �5 55. CS3 W/ #5 ®6" TOP. S.W � g OS # s" cMU. / s" cMU. 2. SUPER IMPOSED LOADS (SIL) 103 PSF EXCEPT AS NOTED. COMPANY
cn I 4 ®12" TOP. L.W.
r #4 ®12' BOT. EA. WAY.
j11111111111111 F771 I 1111 1�
G2B- c ` N \� X.5 '� _ 3. FIRE RATING 2 HOURS. 1111 Lincoln Road Mall
iN 2e_ 33 w see Y.
\ �c2s% \ coNC. - - - - - - - - - - - - 4. TOP OF CONCRETE SLAB ELEVATION +16' -0" (U.O.N.) Suite 510
V) c�6 \ - \ \ SNK 10" O.C. �� FLEXIBLE 2SB -2040 CONTROL JOINT.
w� #�& Boll o Y'8 ` DOVETAIL INSERT. 5. ELEV.O' -0" =ELEV. 11.00' NVGD. Miami Reach, FL. 33139
2 joP wNNc, ssAC 2ce 14 oPN� Z.1 �' (305) 532 -0433
� \ �� 1' �' � 2CB -2 2�8_ Z.2 6. SHEAR FRICTION REINFORCEMENT TYPICAL AT ALL SOFFIT FRAMING
K - S5-.2 W. 9.4 2 14 S5.20 INTO SUPPORTS. K
.6 0.9 P.2 2� c��'4 w "TtiK Z'3 7. CONTRACTOR TO COORDINATE THE LOCATION OF ALL NON BEARING
Wl �� T P #4 ®10�NC SIA S5� CONCRETE BLOCK WALLS WITH THE ARCHITECTURAL DRAWINGS.
9.7 „ Z e,z3 �S wq ss°g11c ENLARGED PLAN @BRIDGE THEIR ADDITIONAL LOAD (840 LB /LI. FT.) IS IN ADDITION TO THE
�6 x �Ow l 2 J N cZS c. 1 SUPERIMPOSED LOADS INDICATED IN THE GENERAL STRUCTURAL
co\-• BE �� 2 �� NOTES (SEE DRAWING S -6.01)
PROVIDE DOUBLE PRECAST CONC. JOISTS UNDER NON BEARING
10.1 10.1 � `�'- G25i , % � +15'- "a', \ 2c �' _ BLOCK WALLS WHERE WALLS RUN PARALLEL TO JOISTS DIRECTION.
4 108 PROVIDE 2 #5 BARS CONT. BOTTOM WHERE WALLS RUN PERPENDICULAR
J S5.09 10.4 02 10'2 d `\ \\ TO JOISTS DIRECTION. j -
e � J � 2 � / \ 8. FOR BEAM SCHEDULE SEE DRAWING S9.02 THRU S9.07 v
N �' coNC
SOB B_ \ �\ 11.3
eel 26 56 2B -56 ; I 4® N\ 2ce- \ 9. FOR COLUMN SCHEDULE SEE DRAWING S8.02 AND S8.03
\ m �� 3 w\ `�' 2 14 0�
C-14 C4 `SS ; �I I P ? S5, y2 /Ix ���\ \'9 10. REFER TO THE FOUNDATION PLAN FOR COLUMN DESIGNATIONS:
\ MI I 10.9 6 \ ��� cp
FOR COLUMNS THAT DO NOT START AT FOUNDATION LEVEL
/ m I 0 ' 2 \ ` REFER TO FLOOR PLANS.
� � �� � I � No. � � 12.1 �
e�3 I I \ I I 1 e .4 �^ / / �SEE TE No.13 11. FOR SHEARWALL DETAIL SEE DRAWINGS S6.01 THRU S6.05. A
n
Ce_ 2 /� //s �� / �� 12.2 T x
ti / \ 12. TEMP. AND CRACK CONTROL REINF. #3 @12 X 6 -0 LONG. 1 O
m 1 P.C. Sf MOTE N0.12 tiS / \�� TOP STAGGER ENDS V -0" (TYP. ALL SOFFIT BEAMS.) w
I I En
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I� 8 ; 12• 13. TOP SLAB REINF. 3 @12 X 6'-0" LONG.
" N I I m
i I mII G B_, I m j�/ B_20 m ��� j / ��� KEY NOTES
m � � � 12 4 2�e ° ���'� -. / / j / '� 12.8
N " m O G �,ti�ti \� // / \ j \ O1 SPRINKLER MAIN SLEEVES IN CONC. BEAM. COORDINATE SIZES & LOCATION x
C) I ' 16 DOUBLE -TEE I �, o / ' T PACKAGE "C" TYP. E-1
N I I I I I UNIT \ � �, / �o x \� �� / W /NIKE IMPROVEMENT ( 7 PLACES.) �
H m � I I I I�\ \ / /� ���\ 2 EMBEDED STEEL PLATE TO SUPPORT HAND RAILS AROUND OPENINGS. H O
N I I N I I I N m /o I ���\ �� �ti / `� O SEE DETAIL A \S5.12 cn I I N (13.1
m 116" P.C.J. / / m I o �o s�F �1 \ titi� / 3 BLT -UP TAPERED STEEL BRACKET (TYP. 4 PLACES.) Cn
TE No.6 SE NOTE No.13 N I I�� c '` ` 13.4 0
I I I I I/ I I 00 I I 7"THK. CONC. SLAB
cn \ W/ #5 @6' O.C. , / / sr
1" EXP. JT. " / TOP & BOT. �s� j// \\ ; �' G0 '`� \0 s�\ ® THIS AREA IS TO BE CONSTRUCTED IN CONDUCTION
-I I� \� ��L I I EA. WAY, STAGG. p� \\ X �ti W /NIKE CONTRACT DOCUMENTS (CONTRACT B' )
C.JOISTS I SEE NOTE No.12 I N N ' O //� \ \�9
NP.C.JOISTS o N I N I I I I , �' 9 �\c, \\ `L`'� ,� \\ �'�� \ \
mII N I I m I , 6" P.C.J. I I N / \ / 13.9
G N m N I
P.C.JOISTS P.C.JOISTS P.C. GISTS m
- - - - - - o G g,9 Gws +16'-
e
L I +15'- " N I I EXP. JT. �c \ �\ �,
T.O.S. I I _ U.8 '� \ \�� 14.5
c„ m 3" m <v �; G2B -8 (CWT DOUBLE \ s,
26 -62 " 26 -63 �2B= - N 2 -64 - - 4 DO J STS \ \�
\ \\ �� SEE NOTE .13 ®Lg;��R�
GW6 ADD'L TOP REINF. " �������
F #4 ®6" EDGE BM 8x30 � � O
1036 W1 GW2 G GW4 _ G 5 " &/ #36® 12" B. \'`� \ \ / \ � \ mss\ \ S�'� AN
24 JOISTS I
6 6 14 \ \ \\��s \ \mss 15.5 I�AI(��I N\ I RS
SIL I II 5 S5.12 S5.12 S5.03C \\
ARCI MCrURE - ENGndssRUdc
I 125 PSI. S5.12 13 SEE NOTE No.6� \ \ \`�� pI.ANNnac•INTBRIOR DESIGN
7 1 S5 030 // \\ r'J`�\ 5960 S.W. 57TH AVE.
S5.03 S5.03 12�`�, / \ �, MIAMI, FLORIDA 33143
CAZALY ®1" E.J. 2CB -3 STORE FRONT S5 13.5 ��i \ ��s / / �\ 16.5 TEL (305) 666 =5474
m LINE 030 S 2 �� / \ , /0 \\ FAX (305) 666 4994
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AA 0002416
_32 2SB -204A EB 0002354
- 2 - 0 2CB -3 2CB -3 2CB 3 2CB -3 2CB 10 2p \\ / `�S \ \2J'B
2BB -34 DOUBLE OIST - -
°' 3" E ESS I� \c' - - - - - - / - ° " oN 2CB- -* c��'� / // \ \ \�G� \ �� \\ .� EUGENIO M. SANTIAGO, P.E.
I (I ry EGISTERED ENGINEER (CIVIL /STRUCT.
SEE ENLARGED m
N / o N m o i 17.9 FL. REG. NO. 19673
\ �v PLAN ON S5.20 N N �I ( 2c, &- / \`',s `L s' v�
III 5.9 / - _ = _ _ _ F 3 -
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m I v �. '� ® 8 18.1 D .... _
/ 2CB -2 N I I N I I N /
SEE NOTE No.6 ( I I " N I NI s „THK. NC. S B
DOUBLE JOIST / 2�8'� \ I I I I +16'- "
I / \\ \\ W / #4 12" O.C. `�> �� \ t•
17.3 B EA.
mIl mII ,� m IIN ISSUE DATE
N SHEARWALL AT m I s\ 2S
` I I m / I I / N I STAIR & ELEV. C -1 N o" I I \ \`'�'� / \ \�� \ 9,23 / /
-41 m
SEE NOTE No.12 N I I N " r' I I N \�
C
N I m m \ \ S5.10 REVISION DATE
IN N N \\ \\ '� 08 -07 -96
N N N N S .18 I - PRICING DOC.
M AT m I I / 2CB -2 I \ \ \ \r's� \ GG
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e �s STAIR c -2 ��e,8 \ KEY PLAN
2BB -2 EE 06-05-97
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P Q R S S.1 T U V W X X.1 Y Z CC D
SHEET NUMBER
w A BLDG. C SECOND FLOOR FRAMING PLAN / A
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C-S3.02
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