00-0445-035 CONCRETE BEAM SCHEDULE
#3 0 12" BOTTOM IN
AADDITION TO TYPICAL SLAB
STEEL NOTED " 2 - #4 CONT. (TYP.) SECOND FLOOR REINFORCING STIRRUPS (#3 U.O.N.) SEE
6" 4 1 1/2" CLR. COVER ALL BALCONIES MARK ELEV. SIZE(In.)
1 1 2" ____________ ____________ 1 3" SLAB BOTT. TOP C "RT" TYPE SPACING NOTE REMARKS
I
SLOPE $" C.J. 8" C.J. TB-1 PLAN MIN. 2 - #5 2 - #5* 0 48" O.C. 1., 2. * CONT.
-� TB-2 PLAN (MIN.) 2 - #5 2 - #5* 0 48" O.C. 1., 2. * C
1z 32 ONT.
7 1/2" 4 1/2 TB-3 x 2 - #5 2 - #5 T3 #4 0 6" O.C. 4.
* MIN.
PLAN MIN.
* STAGGER JOIST 1 TB-4 PLAN MIN. 2 - #5 2 - #5 T4 #3 0 12" O.C., 4 0 3" E.E. 3., 5. 1�tARICE C1-, A•LA. ARW74885
JOIST BEARING LOCATIONS
1 1 2" CLR. COVER BEARING 0 o 1 TB-5 PLAN 8 x 16 2 �- #5 2 - #5 T1 #3 0 12" O.C., 4 0 3" E.E. 3. 5.
6'-0" MIN. � _ _ —" _ / � T. COOPt3t, AdA. AR4486
2 - #5 BOTTOM
SEE ARCHITECTURAL TYP. 0 ALL BRACKETS 2B-1 +14'-0" 8 x 26 2 - #7 2 - #7* 1 0 6" O.C. * CONT. THRU 2B-3
FOR BRACKET GEOMETRY
BRACKET IS NON-STRUCTURAL 2B-2 +14'-0" 8 x 26 2 - #7 * 0 6" O.C. * FROM 2B-1
TYPICAL BALCONY SECTION SECTION 2B-3 +14'-0" 8 x 26 2 - #7 * 0 6" O.C. * FROM 28-1
""' = T- 1! 2B-4 +14'-0" 8 x 26 2 - #7 2 - #7* 0 10" O.C. * CONT. THRU 2B-6 °
SCALE: 3/4" = 1'-0" SCALE: 3 4 = 1-0 " "
2B-5 +141-0* 8 x 26 2 - #7 * 0 10 O.C. * FROM 28-4 ° p
28=6 +14'-0" 8 x 26 2 - #7 * 0 10" O.C. * FROM 2B-4 � �
STIRRUPS 0 12" O.C. 2B-7 +14'-0" 24 x 24 4 - #5 4 - #5* 0 10" O.C. * CONT. THRU 2B-8
' O
5'-4" 20'-8" 5'-4" 25'-10 3 8" 28-8 +14'-0" 24 x 24 4 - #5 * 0 10" O.C. * FROM 26-7 ` V
2B-9 +14'-0" 24 x 24 4 - #6 4 - #6* 0 10" O.C. W V_ ka tY
�� W
3 26-10 +14'-0" 12 x24 2 - #7 2 - #7 0 10" O.C. � ~ �, a.
U _ 0 0
SIM. 0 26-11 +14'-0" 8 x 18 2 - #7 2 - #7 0 6" O.C. rn In 0
w j j ,�; _ TYPICAL TIE BEAM 28-12 u�'. / x - 2 - 6 2 - #6* 0 10" O.C. * CONT. THRU 2B-14
�,I _ 0- I , , `t -VI—X-10 1 2 22 t 2 # # f j �,,, V
I N 000 1 i ; ��,� 1 0 STIRRUP CONFIGURATION u' x 2 _ 6 * 0 10" O.C. * FROM 28--12 W � •lik in �j O I , in N 28-13 # w
r 1 >a � 2 22t z' X
-------- O
-i-'-' Q. 2B-14 � _� 2 x 22 t 2' 2 - #6 * 0 10" O.C. * FROM 28-12 �-
-----_-- - ----- 3 I t4' • 1 x 6 - - _ GC U. _
3 I� 2B 7 2B-8 1 I O - ,- » �� 2131-15 ,_10 1 2 2 2 2 #7 2 #7 T3 0 6 O.C. * CONT. THRU 28 18 V
01 Im m � 1 2 #4x6 0 u. x » +�
N i N i (TYPICAL)ID DEPTH 2B-16 ._� z 2 t 2' 2 "' #7 * T3 0 6 O.C. * FROM 28-15 `
5 0 10 TOP � � �
# i
1 i x 12'-0" I = NOTE: 2B-17 t4' 2 x
21/2*
2 - #7 * t3 0 6" O.C. * FROM 26-15 h a
°0 ____� 00 SUBMIT SHOP DRAWINGS 2B-18 +14'-0" x 22 2• 2 - #7 * T1 0 8" O.C. * FROM 2B-15 Z 0 O
o � o FOR STEEL/CABLE 26-19 +14'-0" 8 x 18 2 - 7 2 - 7 T1 0 6" O.C. 04 0
N 3 I I 2 I O N GUARD RAIL # # 0 H 0 V
n I 1 Q1 A _ � I--
8" CONCRETE SLAB I �m 0' % 1 1 I NOTES: M
w// #5 0 10" E.W. I IN i N I 1 3 #5 0 10" TOP » J
BOTTOM 3 I I 2B-9-- I 1 o I x 12'_0» 00 1. ADD 4-#3 T1 0 12 O.0 0 EA END, CORNER, OR INTERSECTION - DETAIL A/S.2 CO 0 In
r ••••••. _ • 2. DROP BEAM BOTTOM TO TOP OF ALL OPENINGS do ADD 2 - #5 BOTTOM 0
5 0 12" - -- = 000 DROPPED SECTION TO EXTEND 8" EACH SIDE OF OPENING - SEE BEAM n v �
���N # �,���� 11 w I TO TIE BEAM REINFORCING SPLICE DETAIL SHEET S.4 W
TOP�,5 m I I x �1 1 N 1 I 3. EXTEND UP LEG OF STIRRUP T4 ui
2B 10 O I 2 m 4. BEND VERTICAL LEG OF #4 DOWN TO FORM TOP STEEL OF BALCONY W
--------- --r� L._.... __
(4D.... N - DE TAIL 0 5. ADD 1 - #5 E.F. 0 BEAM MID-DEPTH'- _ �_. 1 STIRRUP TYPES M
5'-8" 8" 9'-4" 8" 4' 0" 4'.x.0.". 4'-8" 1'-0" 25'-10 3/80 NO SCALE
8 2 00 a
6" CONCRETE SLAB �' __.7 ••••• _ #4
w/ #4 0 8" E.W. r� N to °� 0 0 3 STIRRUP
BOTTTOM . .... ..1 1
1 I I ►N 2 = r O_
1 T1 T2 T3 T4
O4 2B-11 O T13 +8'-2"� N 4h x........
DENOTES 1 - #5 -------- - '
IN GROUT FILLED 1 a 1 o n rt I�1 n
BLOCK CELL (TYP.) O I co I: 2 1; 2 1:�2
r" 0 N N I:I I1 I:IV t;l O
8" C.J. 2B_12 L12B_1 III 26 13- 1 1 2B_14
............... .......gym.. 5 i:i ''` • o ..
�< <
O 1 (+13'?0") 11 1 .TH NEDi LAB TO 6. i 1 �n
O II THISI REA
8" C.J. I I �' . 11 . - O
co
:I I ml;l I
00 ^ 1 1 0I 11 C41:1
1:1 N 3 O
w
0 N I I:I 0 V
1 1 + 4 i.i 4 1 4 m > CC
0 0
+ II u
io r • ==tj N �........... �.......... N Lu
�' N ` ® 1 I I I _ 0 LLL. h W
I I I 1;1 J W
�' I I
SLAB CONC. SLAB �' �' �' 0 u.
1 I w/ #3 0 12" Nisi = » F"- O' O
1 I e _ : 5 CONCRETE SLAB SEE TYP. STAIR REINF.
E.W. BOTTOM 11:i o1 F- m • W — Z V
1 I - SHEET S.4 H
I 8" C.J.
Col.[ 8" C.J. 3 I w/ #4 012 E.W. BOTTOM V
.�.._. .- =r.1®44' 6" O.C. i' z Z
1 1 0 4 -6 O.C. 1�I m � +1'-2"
h
....................... N............ 0 .... TB-1 V
1:1. .. . ..
II ......... ................ ..........
09
II I I 1:1 Z II 1 ----------------------
"""""" _= ...... I I I O4 1.10 O ¢ _- � i OPEN IESEE ARCHITECTURAL +0'-0" +0'-0" 0
I I 1:1
�1 DRAWINGS FOR SLAB III III III III III III H H
,m ml ELf VATION I I I
I•I
I I I ------- ml'I N III- I-1 ------- I ( ( " »
NI:1 TB-2 -- 1 1 5 0 8
7 i I i i:i Q (+14'-0") -- TOWELED
O1 11 1 I I I;1 1 1 I 0}?E1J III III III _ INTO WF-24
I I I I:I AS SHOWN
I i i O � i (0 LANDING) 1 ITB-1 1 °
...................... - ........................... ° I
00 O TB-2 (+14'-0") TB-3 (+14'-0") O .............................................................. ...
oh O u u 8" MIN. CONC. SLAB UNINHABITABLE 28" MATT
u' w 5 0 6" BOTTOM (LW) N SPACE io
� / # FOUNDATION
� __ #5 ® 12" BOTTOM (SW) SEE SCHEDULE SEE PLAN
N�►
................................. SEE TYP. STAIR REINF. GARBAGE ROOM ROOF SLAB SHEET s.,
N 20'-0" ' TB-1' SHEET S.4 NOTE:
SCALE: 1 8 = 1'-0
HOOK ALL REINF.
43'-3 3/8* 4'-7" 3'-8" 0 EDGE OF MATT
oA� 09.15.2000
51'-6 3/8" SECTION NO:
SCALE: 3/4" �0" 0vm .�r:
N PRECAST CONCRETE JOIST MANUFACTURER NOTE: "
NA CHIC 1Y1 Mark* chaw
CONCRETE JOISTS TO BE DESIGNED FOR THE I•tlf
SECOND FLOOR FRAMING PLAN FOLLOWING SUPERIMPOSED LOADS: v .'' f ».
'1�; �� �, ERIC 0 VI L F.E.D 35 PSF " t �' C C L L E P 09.18.00
SCALE. 1/8" — 1-0 ;' 9 t
A w ; 7531 SW 63RD COURT
SOUTH MIAMI, FLORIDA 33143
L 50 PSF �. t
y .� Lti _k3 45) 667-6505 FAX (786) 268-7089 E32
••' ERIC COLVILLE #40,924 STRUCTURAL
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