6835 SW 67 ST EB-09-019-018 co
LO
CQ
BEAM SCHEDULE
ro
I
COLUMN SCHEDULE `°
SIZE BOTT. TOP CONT. "C" BARS »D» BARS "E" BARS "I" BARS STIRRUPS O
MARK ELEV. EA. FACE
REINFORCEMENT T�
B x D No. u No. SIZE No. SIZE No. I SIZE NO. SIZE No. SIZE No, o SPACING EACH END REMARKS MARK SIZE VERTICAL OR TIES OR REMARKS
cq�
RB-1 +11'-0" 8" X 34" 2 #6 2 #6 2 #5 3 #4 #3 t @ 12" * IN A SECOND LAYER
BASE PLATE (INCH) CAP PLATE (INCH) °
RB-2 +11'-0" 20" X 22" 5 #6 4 #5 #3 DOUBLE
18" X 19" 8 #6 #3 @ 12" Q==�
C)
RB-3 +11'-0" 12" X 22" 3 #6 3 #5 #3 '�] @ 8" B 18" X 30" 16 #6 #3 @ 12" O LO
C 8„ X 26» 8 #6 #3 @ 8" co
RB-4 +11'-0" 8" X 12" 2 #5 2 #5
" cd
#3 t @ 4
D SEE DETAIL 18 #5 #3 @ 8" � "o
:~
RB-5 +11'-0" 8" X 34" 2 #6 2 #5 2 5 #3 * DROP OVER OPENING AND SET 2#5
,{, OE 8" X 16" 6 #5# I-1 #3 @ 8
@ 12" ADD'L BOTT. BARS, SEE SECT. 20/S-6. � �
RB-6 +13'-6" 8" X 36" 2 #5 2 #5 2 * #5 5 #4 #3 @ 12" * IN A SECOND LAYER, EXTEND BARS "
()F 8 X 10 4 #5 #3 @ 8"
4'-0" INTO TIE BEAM u LO
RB-7 +13'-6" 8" X 42" 4* #5 2 #5 2** #5 * IN TWO LAYERS G 8" X 44" 12 #5 #3 @ 8"
5 12" F� I O r
#4 #3 @ ** IN A SECOND LAYER O o_
0 RB-8 +13'-6" 12" X 12" 2 #5 2 #5
O °
#3 'D „
@ 4 �
or=-I
RB-9 +11'-4” 8" X 16" 2
#6 2 #5 #3 It @ 6"
RB-10 +11'-0" 8" X 36" 2 #5 2 #5 5 #4 #3 @ 12"
RB-11 +15'-0" * �� ** *** �� * @CANT. TOP EL+14 -9 � -d
12" X 60"/57" 4 #6 4 #5 4 #5 5 #4 #3 BAL. @T10ANTILEVER ** 57" DEEP @CANT. 1C 8" X 12" 4 #5 #3 @ 8"
11 RB-12 +15'-0" 12" X 55" 4 6 4 *** EXTEND BARS 8'-0" INTO SM. SPAN
# #5 5 #4 #3 � @ 10„ 2 8" X 16" 6 #5 #3 @ 8"
a
RB-13 +15'-0" 12" 8"X52" 59" V-6" 3C 8" X 18" 6 #5 #3 @ 8"
/ / 6* #6 3 #6 5 #4 #3 @ 12
1 -0 T4 12" X 12" 8 #6 #3 @ 8" 0
RB-14 +14'-9" 8" X 57" 2 #6 2 #5 '�]
5 #4 #3 @ 12" 9„ 8„ 5C 8" X 24" 10 # #3 @ 8" rn
5
RB-15 +15'-0" 12" X 55" 4 #6 4 #6 l'-O" 8 TC 12» X 24" g 6 3 @ 12" CONT. TO TOP OF ROOF BEAM
5 #4 #3 @ 10" # #
#3 HAIRPINS'@ 6
RB-16 +15'- " „ L7C 8 X 20 „
12 X 26" 4 #5 4 5 2 #4 #3 � @ 10 _i
#3 HAIRPINS 8" 8 #5 #3 @ 8
RB-17 +15'-0" 12" X 25" 4 #6 3 #5 #3 @ 9 8 12" X 42" 12 #6 #3 @ 12"
TIC 12" X 36" 10 6 3 @ 12" CONT. TO TOP OF ROOF BEAM
#6 2 #5 2 #5 #3 @ 8» EXTEND BARS 6'-0" INTO RB-17 °O ° 3 AIRPINS @ 9 # #
RB-18 +11'-9" 12" X 20" 3 * * �
i # 8 TIC SEE DETAIL
30 #5
- 10 #3 @ 12" CONT. TO TOP OF ROOF BEAM
00 N
Ll TC SEE DETAIL 48 5
s�
RB-19 +13'-6" 8" X 42" 4 #5 2 #5 3 11 # #3 @ 12" ' o
RB-20 +13'-6" 12" X 42" * +25 3 #5 5 #4 #3 tj @ 12" * AT DROP OVER THE WINDOWS DETAIL COL. TC— 15 1 -8 12 8" X 50" 14 #5 #3 @ 8" .v aro O 4
RB-21 +15'-0" 12" X 24" 3 #6 3 #6 SCALE 3/4" = 1'-0" DETAIL COL. TC— 16 TC 4 m r. ro o
cd TORO .
» * 2 #5 #3 @ 10 SCALE 3/4" = 1'-0° 13 8„ X 38" 10 #5 #3 @ 8' b O 2 rn � O O m
TC
*2 BARS IN A ECOND LAYER 14 14 X 14 8 #5 #3 @ 12 O q r b.o r.-22 +15 -0 12 X 52" 5 #6 3 #5 5 #4 #3 '�] @ 10" ** 0 I E 5 T D C N AR�'
RB-23 +11'-7" 12"/8"X12"/19" * +25 3 #5 #3 DOUBLE @ 4" * SEE SECTION 20/S-7 & BM'S. STEEL MEMBERS SCHEDULE #3 HAIRPINS @ 2'_p" #3 HAIRPINS 8" 5 SEE DETAIL 1 p #5 #3 @ 8" z o b a m 4 co
cd o 'd N •� N m
RB-23/42 ELEVATION DETAIL ON S-4 TC SEE DETAIL
RB-24 +15'-0° 12" X 59" 4 #6 4 #5 5 #4 #3 �] @ 10" Ic- 10 #5 #3 @8 0rw � � �
�� 0 0
MARK SIZE REM. ° cd a u 0 co a�
� � R 0 � Q c6 N O
RB-25 +14'-9" 8" X 57" 4 * #6 2 #5 2** #5 5 #4 #3 '� @ 12" * IN TWO LAYERS
0
** IN A SECOND LAYER STB-1 TS 9 x 6 x 3/8 STEEL BEAM � � O � � �cd
� o�
RB-26 +13'-6" 8" X 40" 2 #6 2 #5 5 #4 #3 @ 12"
STB-2 TS 9 x 3 x 1/4 STEEL BEAM N - LI
RB-27 +13'-0" 8» X 36" 4* #5 4* #5 5 #4 #3 t @ 12"
2'-6
STB-3 TS 8 x 3 x 1/4 STEEL MEMBERS
RB-28 +13'-0" 12" X 36" 6* #6 3 #6 5 #4 #3 '�] @ 12" * IN TWO LAYERS STB-4 TS 20 x 8 x 1/2 STEEL BEAM DETAIL COL., TC— 10
/ SCALE 3/4 = 1 -0
RB-29 +13'-0" 8" X 36" 4* #5 2 #5 5 #4 #3 '� @ 12" STB-5 TS 12 x 4 x 1/4 PERIMETRAL STEEL MEMBER ~
* IN TWO LAYERS 8" 1'-4"
O
RB-30 +13'-2" 8" X 36" 2 #5 2 #5 2 * #5 5 #4 #3 'f] @ 12" * IN A SECOND LAYER '1 #3 @ 12" „
DETAIL COL. D 5 _10
RB-31 +13'-2" 8" X 33" 2 #5 2 #5 2 #5 #3 t @ 12" SCALE 3/4" = 1'-0" 3 HAIRPINS @ 8"
RB-32 +11'-0" 20" X 34" 5 #6 4 #5 #3 - DOUBLE @ 12 #3 @12" MAX. A 1 #5 IN ONE GROUT FILLED CELL SEE PLAN FOR SPACING.
FC
CONCRETE TB
N AT TB DROP
� EXTEND REINF.
RB-33 +14'-10" 12" X 34" 3 #6 3* #6 3 ** #5 2 #5 #3 '� @ 10" **XTEND BARS 6 -0 INTO RB-39 SPAN REINFORCEMENT -- OVER OPENING TO TOP OF TB(TYP.) SOEECPLAN CO 2A 2 #5 IN TWO GROUT FILLED CELL SEE PLAN FOR SPACING.
IN A SECOND LAYER SEE SCHEDULE
RB-34 +14'-9" 8" X 52" 4* #6 2 #5 2 * #5 5 #4 #3 t] @ 12" * IN TWO LAYERS _ _ _ _ 3A 3 #5 IN THREE GROUT FILLED CELL SEE PLAN FOR SPACING.
** IN A SECOND LAYER
Fc 4 5 IN FOUR GROUTED-FILLED CELLS
RB-35 +13'-2" 8" X 33" 4 * #5 2** #5 2** 6 2 5 # @ 4" AT CANTILEVER * IN TWO LAYERS A #
# # 3 BAL. @ 12" ** EXTEND BARS 6'-0' INTO RB-34 SPA I I B 1 #6 IN ONE GROUT-FILLED CELL SEE PLAN FOR SPACING.
I
3'-7» 1'-0"
RB-36 +15'-0" 12" X 59" 4 #6 4 #5 2 #5 5 #4 #3 'f] @ 10" 2B 2 #6 IN TWO GROUT FILLED CELL SEE PLAN FOR SPACING.
I
I I #3 HAIRPINS @ 8"
RB-37 +15'-0" 12" X 26" 3 #6 3 #5 #3 �] @ 10 I I w 3B 3 #6 IN THREE GROUT-FILLED CELL SEE PLAN FOR SPACING.
CMU LOAD Fc 1 #7 IN ONE GROUT-FILLED CELL SEE PLAN FOR SPACING.
o I ¢ b#3 @ 12" c
* #3 � @ 4" AT CANTILEVER * IN A SECOND LAYER BEARING >
RB-38 +15'-0" 8" X 16" MIN 2 #5 2 #5 2 #5 BAL. @ 12" WALL I N I ° FC 2 7 IN TWO G
RB-39 +15'-0" 12" X 36" 3 #6 3 #6 5 #5 #3 @ 10" I \ I 2c #
ROUT-FILLED CELL SEE PLAN FOR SPACING.
RB-40 +15'-0" 12" X 36" 4 #6 3 #5 J.
5 #4 #3 '� @ 10" F�8I MIN 8" �IIN BOTTOM ADD 2#7
I 2 8 BOTTOM ADD INSTEAD I #3 HAIRPINS @ 8"
RB-41 +15'-0" 12" X 26" 4 #5 4 #5 #3 'f] @ 10 # 1'-3" COLUMN NOTES:
RB-42 +15'-0" 12 X 30" 3 #6 4 I I t]#3 @ 8" 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT,
» #5 2 #5 #3 � @ 10„
" * @ 3 AT CANTILEVER * IN A SECOND LAYER I
OPENING IN WALL
RB-43 +11 -0 8" X 12" 2 #5 2 #5 2 #5 #3 BAL. @ 12"
#3 HAIR PINS C
SSCOMUMNPACING AS
RB-44 +14'-9" 12" X 26" 3 #5 2 #5 #3 @ 12" SCHEDULE TIES
RB-45 +11'-5" 12" X 16" 3 #5 3 * #5 1 5 #3 t] @ 7' I I � 2 -3
* EXTEND BARS 4'-0' INTO TIE BEAM W �
# DROP TB OVER OPENING 1 1 2" CL R-.
CONCRETE TB OR REINF.
#5 2 #5 WHEN TB DEPTH EXCEEDS 36' MASONRY COLUM AT DETAIL C,0 L.. TC— 11 TY '
RB-46 +13'-6" 8 X 12 2 #3 @ 4 ADD SKIN REINFORCEMENT •
BOTH SIDES OF OPENING W c
(#4 BARS @ d/6 EA. FALL) SCALE 3/4 1 -0
RB-47 +14'-9" 12" X 22° 3 #5 2 #5 #3 �] @ 6°' 6 BARS COL. DETAIL Q
TYP. T DROP DETAIL AT OPENING kAE AIR PINS w
8" X 38" SPACI NG AS C•C RB-48 +13'-6" 2 #5 #3 @ 12" SCALE 3/4" = 1'-0" MN SCHEDULE TIES o �
Lo
1 TYP.2„ CL .
� O cn
zrz _ _ _ 8 BARS COL. DETAIL
I I I I I I I I I I I I I I I I 3 HAIR PINS
1 I I I I I I SAME SPACING AS
COLUMN SCHEDULE TIES
1 1 1 1 1 1 1
I I I 1 I I I I I I I I I I I I
4)4r, VERT. HOOKED BARS 1 112" CLR.
I I I I I I I I I I I I I
BETWEEN CA/C FDUCTS OPENINGS TYP' •
I I I I I I I I I I I I I I I 10 B
I I I I I I I ARS COL. DETAIL
CLOSED TIES
I I I I I 1 2'-6' LEG, TYP. < <
I I I 1 I I I TOP & BOTTOM
BEAM NOTES: I I I I I I I TB 12" MIN. 2 #5 TOP &LBOTEOMP�CONT.
1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2#5 L-SHAPED CORNER BARS WITH
30-INCH LONG LEGS.
2. HOOK ALL TOP BARS AT ENDS. I I I I I I I I I I I I I I I I I I I I
3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS I I I I I I I I I I I I I I I I I I I I 10" HOOKS TOP AND BOTTOM
IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE
2 #5 STD. HOOK O
MINIMUM 36-INCHES. _ _ _ ___ __
4. DROP TB OVER OPENINGS AND ADD 2#7 BOTTOM. WHEN TB DEPTH EXCEEDS 36" ADD #4 @ d/6 "I" BARS EACH FACE. I I I I I I I I I I 1 _ �1 � �I I I I I I I 1 _ ,
'� CONTINUOUS WALL 4 #3 @ 12"
REINFORCING CLOSED TIES
"C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO &3 @ 8" 12" M 2 #5 TOP & BOTTOM CONT.
PROVIDE 24 BAR DIA. MIN. ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS I C OSED TIES Q)
OR TERMINATE ENDS IN SCHEDULED SHALL BE USED. EL. SEE PLAN NUMBER OF L-SHAPED
STANDARD 90 HOOK OR SEMI- TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE I CORNER BARS WITH CONC. TB OR CONC. BEAM < << <
1 112" CIRCULAR HOOK. GREATER OF 1/3 OF SPANS WHERE REQUIRED. _ CO INCH LONG LEGS TO
CLR. 1/3 L1 OR 1/3 L2 GREATER OF 36 DIA P GREATER OF 1 1/2" B E A B-2 3/ 2 E VA T I O I VIEW DETAIL 10" HOOKS TOP MATCH
ONG TUDINANUBARS I�F P L A 11111111 VIE DETAIL p Ld U r
1/4 L1 �_ J 3 L1 OR 1/3 L L3 OR 1/3 L2 11 3'E"6 BARS 3'-6' MI . 3'-6" MIN. 3'-6" MIN. D' BARS CLR 3/4„ _ 1 ,-O„ AND BOTTOM TB EACH CONC. MEMBER. r � - co
II � �
1 7 AT CORNER ARS T °06
8" CMU SCALE 3/4" = 1'-0" °
WALL
1"CLR. MIN I ONE A N CONT. TYPICAL DETAIL AT
DIAMETER WHICHEVE 1 CLR. MIN OR ONE BAR CD
U IS GREATER IF IN T 0 YER \� "I" BARS 6" 6 DIAMETER WHICHEVER HN TWO YERS.
ALL REINF. STEEL IN SAME STIRRUP SPACING AS TIE BEAM E L E�A T
LAYER UNLESS OTHERWISE SCHEDULED.
NOTED. PLACE A MAX. OF 2" FIRST STIRRUP SPACED U
2 BARS PER LAYER IN �� FROM FACE OF SUf�fORT. I L3 C H A IN G E U U U
Ll 8" WIDE BEAMS "F" BARS F' BARS � O
IGNACIO J. CALVO "l"�
NOTES: STRUCTURAL ENGINEER �'.:� C
TYPICAL E A R E I F. P L A C I G D I A G A f
1.. WHERE DIBOTTOM BARS LARGER RE INDICA
TED EAS CONTINUOUS
f ,-c (d
FLORIDA LICENSE NO. 56755 ;•Y\� sheet TlO .
N. T. S. WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL 1800 S.W. 27th. Ave. #401
BE MADE IN THE END 113 OF SPAN WITH 24 DIA. LAP. Miami, Florida 33145
3. "I° BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAM. LAP SPLICES Ph: (305) 648-9008
Fax: 305 648-9128 = ��• �.�'
ECOR�C 419
.\
E-MAIL: ijcpe@bellsouth.net P._R31 11
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