6835 SW 67 ST EB-09-019-060 � .
BEAM SCHEDULE N
COLUMN SCHEDULE
SIZE BOTi. TOP CONT. "C'BARS "V"BARS „E�, BAR$ 7"BARS STIRRUPS N
EA.FACE I REINFORCEMENT (�
MARK ELEV. B x D No. u No. SIZE No. SIZE No. SIZE N0.I SIZE No. SIZE No. u SPACING EACH END REMARKS MARK SIZE ^ v
VERTICAL OR TIES OR REMARKS
R9 +11'-o' 8'X 34' 2 #6 2 #6 2« #5 3 #4 #3 '�] 0 12' 'IN A SECOND LAYER
BASE PLATE(INCH) CAP PLATE INCH d oo
-1
(�
RB-2 #3 � 01. B � jj3 0 12" 00
+11'-0" 20"X 22" 5 6 4 5 { DOUBLE A 18"X 19" 8 6
#3 'I] ®g' 18'X 30' 166 j)3 0 12° O
R3-3 +11'-0" 12°X 22° 3 #6 3 #5 { C 8°%26' g6 jj3 0 8'
RD-4 +11'-0' B"X 12° 2 #5 2 5 #3 I] 0 4^ D SEE DETAIL 18#5 �3®8' •o
RB-5 +11'-0" B"%34" 2 6 2 #5 2 3 'DROP OVER OPENING AND SET 2#5 E 8'%i6' 6 \
_ �5 N � 0 12° ADD'L BOTT.BARS,SEE SECT.20/5-6.
NS jj3 0 8- k°
RB-6 +13'-6" 8"X 36` 2 #5 2 #5 2' #5 5 #4 #3 rf] 0 12' "IN A SECOND LAYER,EXTEND BARS F 8'X 10" 4#5 #3 0 8° -•I- C0
4'-0"INTO TIE BEAM (°
RB-7 +13'-6" B°X 42" 4 #5 2 {j5 2" �5 3 � 0 12" «IN TWO LAYERS G 8'X 44° 12#5 #3 0 8" `-� Co
5 �4 M ++IN A SECOND LAYER O
RB #3 0 4"
-8 +13'-6" 12'% 12" 2 #5 2 #5 O o
O 0 v
•�
RB-9 +I V-4" B"X 16" 2 #6 2 j)5 jj3 0 6"
a
\J m
RB-10 +11'-0" B X 36 2 #5 2 #5 5 #q jj3 t 0 12 v
"®CANT.TOP CANT.-9 P�P
RB-11 +15'-0"r 12"X 60'/57` 4 #6 4 #5 4' #5 5 #4 H3 '� BAL 0T10ANTILLVER «+57°DEEP®CANT. 1C 8"X 12' 4�5 jj3 0 8'
'+EXTEND BARS B'-0"INTO GM.SPAN
RB-12 +15'-0` 12"X 55 4 #6 4 #5 5 /4 #3 t 0 10" 2C 8"X i6' 6 5 ji3 0 8' °
RB-13 +15'-0" 12'/8X52"/59 Tj 8"X 18' 6#5 #3
6+ S6 3 #6 5 #4 #3 rb 0 12" 1-6, 1-o'
7-
C 12"X 12" B#6 #308' a
y
RB-14 +14'-9" 8"X 57" 2 #6 2 5 5 #4 #3 0 12" 9" 8' SC 8°X 24' 10#5 #3 0 8"
1'-0° 8' iC 12"X 24" CONT.TO TOP OF ROOF BEAM
RB-15 +15'-0" 12"X 55" 4 jj6 4 #6 5 /4 #3 t 0 10" #3 HAIRPINS 0 6 8#6 #3 0 12"
RB-16 +15'-0" 12"X 26' 4 #5 4 #5 2 #4 #3 r� 0 1p° .I #3 HAIRPINS B^ T� T%20' B#5 #3 0 8-
RB-17 +15'-0" 12"X 25' 4 jib 3 5 jj3 .� 0 9' ci 8C 12"X 42° 12#6 #3 0 12'
RB-18 +11'-9" 12"X 20° 3 {i6 2 jj5 2" 5 jj3 ®g" +EXTEND BARS 6'-0"INTO RB-17 9C 12'%36° 106 M3®12" CONT.To TOP OF ROOF BEAM
+ '�] i �3 RPINS 0 8" SEE DETAIL
RB-79 +13'-6" B°X 42° 4 jj5 2 #5 5 q #3 ,.F-, ®12" t,-5" T 30�5 �3®1E^ CONT.TO TOP OF ROOF BEAM
LJ 1_8 1 SEE DETAIL 48#5 #3 0 12^ p o
RB-20 +13'-6" 12"X 42" +25 3 �5 54 jj3 ®72^ 'AT DROP OVER THE WINDOWS DETAIL COL. TC-15 8°K 50° 14�5 ji3 0 8' v v Wd v o mb
,-F-, scALE 3/4"= 1'-o" DETAIL COL. TC-16 e �;�°b �
RB-21 +15'-0" 12'%24' 3 #6 3 jib 2 #5 #3 L� 0 10° O 8"X 38^ 10#5 #3 0 8' •�N v v m o v
SCALE 3/4" = V-0" v -4 ,�o a 8
RB-22 +15'-0" I2°K 52" 5+ {f 6 3 #5 5 {R4 3 0 10" *p BARS E COND YE Ry ® 14^X 14" 8#5 #3 0 12' W v °4 o b o v 0+v+
3 NS +SEE SECTION 20/S-7&BM'S. 7 STEEL MEMBERS SCHEDULE #3 HAIRPINS 0 2_p^ #3 HAIRPINS 8" SEE DETAIL 0 b j;a- m m
RB-23 +11'-7" 12"/8"%12°/19'+ 3 #5 #3 DOUBLE 0 4" 10 5
+2 )j5 tp RB-23/42 ELEVATION DETAIL ON S-4 `i ji3 0 8' 2 y o .B L+q q
RB-24 +t5'-o" 12°X 59" 4 B6 4 #5 5 #4 N3 MARK SIZE REM. to ps ji3®B' ���m�A ro v 0�
0 10' SEE DETAIL
N
RB-25 +14'-9" B"X 57" 4' #6 2 #5 p a 0' #5 5 #4 #3 '�] 0 12° «IN TWO LAYERS i v a�^a A q m tl a
+«IN A SECOND LAYER v F' >'m
STB-1 TS 9 x 6 x 318 STEEL BEAM v v o o a v o
RB-26 +13'-6" 8"X 40" 2 #6 2 #5 5 #4 #3 t 0 12"
STB-2 TS 9 x 3 x 1/4 STEEL BEAM a .0
RB-27 +13'-0" 8'X 36" 4+ #5 4« #5 5 #4 #3 'f] 0 12" STB-3 TS 8 x 3 x 1/4 STEEL MEMBERS °i 2'-6°
DETAIL COL- TC-10
RB-28 +13'-0" 12"X 36" 6' #6 3 #6 5 #4 jJ3 �] 0 12" 'IN TWO LAYERS S78-4 TS 20 x 8 x 1/2 STEEL BEAM SCALE 3/4" = 1'-0° Q
RB-29 +13'-0" 8'X 36" 4+ #5 2 #5 5 B4 ji3 '�] 0 12 +IN TWO LAYERS STB-5 TS 12 x 4 x 1/4 PERIMETRAL STEEL MEMBER 8" V-4" p..i'
N
�5 2 jj5 2" jj5 jj3 '�] 0 12" +IN A SECOND LAYER DETAIL COL. D f]�3 0 12 5'-10°
O w
RB-30 +13'-2° 8'X 36" 2 5 �4 SCALE 3/4" = 1'-0" 3 HAIRPINS 0 8'
RB-31 +13'-2" 8'X 33" 2 #5 2 #5 2 #5 #3 0 12"
g3 012"MAX• A 15 IN ONE GROUT FILLED CELL SEE PLAN FOR SPACING.
RB-32 +11'_p° 20"X 34" 5 (j6 4 �5 ji3 ' ] DOUBLE 0 12" AT TB DROP
CONCRETE
TEL EXTEND REINF.
RB-33 +14'-10" 12"X 34` 3 6 3r 6 3rr p5 2 #5 #3 t 0 10" ND BARS 6-O RB-39 SPAN REINFORCEMENT OVER OPENING TO TOP OF T8(TYP.) CONC.TB 'i 2�5 IN TWO GROUT FILLED CELL SEE PLAN FOR SPACING.
"IN A SECOND LAYER SEE SCHEDULE SEE PLAN
+IN TWO LAYERS
__ __ 3#5 IN THREE GROUT FILLED CELL SEE PLAN FOR SPACING.
RB-34 +14'-9" 8°X 52° 4' �6 2 }j5 2 r �5 5 �4 ji3 'i] 0 12 '+IN A SECOND LAYER � 4 jj5 IN FOUR GROUTED-FILLED CELLS
RB-35 +13'-2" 8'X 33" 4' #5 2" #5 2" #6 2 #5 #3 t 0 4"AT CANTILEVER "IN TWO LAYERS I I
BAL.0 12" EXTEND BARS 6'-0'INTO RB-34 SPA 9 1 #6 IN ONE GROUT-FILLED CELL SEE PLAN FOR SPACING.
RB-36 +15'-0" 12'X 59" 4 #6 4 {j5 p5 5 ;�4 jj3 'i] 0 10"
3'-7° 1'-0" 1'-3" 2e 2#6 IN TWO GROUT FILLED CELL SEE PUN FOR SPACING.
,F-, I #3 HAIRPINS 0 B"
RB-37 +15'-0" 12'X 26" 3 $6 3 #5 {j3 L-I 0 10" .Tie 3#6 IN THREE GROUT-FILLED CELL SEE PLAN FOR SPACING.
#3 t 0 4"AT CANTILEVER « B RING " > 1 7 IN ONE GROUT-FILLED CELL SEE PLAN FOR SPACING.
RB-38 +15'-0" 8"X 16"MIN 2 #5 2 #5 2" jj5 GAL 0 12" IN A SECOND DYER WWWALL • I 0#3 0 12^ C '�
RB-39 +15'-0" 12"X 36" 36 36 5 ;i5 jj3 'i] 0 10" I \ I '� 2#7 IN TWO GROUT-FILLED CELL SEE PLAN FOR SPACING.
2C r
RB-40 +15'-0" 12'X 36' 4 #6 3 #5 5 #4 #3 t 0 10° 8"IMIN B'LAIN
RB-41 +15'-0" 12"X 26" 4 #5 4 5 ji3 '� 0 10" ADD > BOTTOM
IF h>48 ADD INSTEAD #3 HAIRPINS 0 B`
2#8 BOTTOM I 1'-3° COLUMN NOTES:
RB-42 +15'-0" 12"X 30" 3 #6 4 #5 2 #5 0 1o°
jj3 0 p3 0 8" 1. HOOKED DOWELS,SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, T/l
RB-43 +11'-0" 8'X 12" 2 #5 2 #5 2' #5 #3 ®3'AT CANTILEVER "IN A SECOND LAYER OPENING IN WALL
BAL.0 12°
RB-44 +14'-9" 12'X 26" 3 #5 2 #5 jj3 '�] 0 12" 3 HAIR PINS �I
I I SAME SPACING AS O /' F
RB-45 'EXTEND BARS 4'-0'INTO TIE BEAM 2'-3" COLUMN SCHEDULE TIES W II�II (/]
+I V-5" 12'X 16' 3 #5 3+ #5 1 #5 #3 � 0 7" DROP TB OVER OPENING ��
WHEN TB DEPTH PEKING 'I CONCRETE TEL OR REINF. 1 1/2'C
RB-46 +13'-6" 8`X 12' 2 #5 2 #5 #3 t 0 4" ADD SKIN REINFORCEMENT MASONRY COLUM AT DETAIL COL. TC-11
z
((!4 BARS 0 d/6 EA FALL) BOTH SIDES OF OPENING SCALE 314" = 1'-0" "C,RB-47 +14'-9" 12"X 22" 3 #5 2 #5 #3 �[j 0 6" 6 BARS COL. DETAIL Q CID
TYP. TB DROP DETAIL AT OPENING
8"X 38' 3 HAIR PINS
RB-48 +13'-6" 2 #5 #3 t 0 12° SCALE 3/4" = 1-0 ANTE SPACING AS W E/]
UMN SCHEDULE TIES �' P H
1njd2"CL. W �-I co�D
z o°
- - - 8 BARS COL. DETAIL
I I I I I I I I 3 HAIR PINS
I I I I I I SAME SPACING As
1 1 1 1 1 1 1
COLUMN SCHEDULE TIES
I I I I I I I I I I I I I 4'q5 VERT.HOOKED BARS
I I I I I I I II FACE OF CONC.WALL 1 1/" LR.
BETWEEN A/C DUCTS OPENINGS TYR
l 10 BARS COL. DETAIL
I I I I I I I aaaa
COOS,D TIES
I I I I I TOP 6k BOTTOM
1 1 1 1 1 1 1
BEAM NOTES: I I I I TO 2'MIN. 2#5 TOP k BOTTOM SEE Pi AN 1. AT ALL LO CORNERS AND INTERSECTIONS,PROVIDE 2#5 L-SHAPED CORNER BARS WITH EL SEE P
30-INCH LONG LEGS,
2. HOOK ALL TOP BARS AT ENDS. I I I I I I I
3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECES54RY,LAP SPLICE TOP BARS I I I I I I I I •I 10'HOOKS TOP AND BOTTOM f/I
IN MIDDLE THIRD OF SPAN AND UP SPLICE BOTTOM BARS AT SUPPORTS. UP SPLICE SHALL BE
4. DROPMTo OVER NOPENINGS AND ADD 2#7 BOTTOM.WHEN TB DEPTH EXCEEDS 36°ADD#4 0 d/6°I"BARS EACH FACE. I I I I I I �I I I I I I I 2 5 SID.HOOK O
CONpOREUS WALL 4#3 0 12"
BARS(TOP OVER EACH SUPPORTi WHERE BARS DIFFER IN TWO pp33®®g REINFORCING CLOSED TIES .�
PROVIDE 24 BAR DIA.MIN. ADJACENT SPANS AT A COMMON SUPPORT,THE LARGER BARS I CLOSED TIES -12"MIL• 25 TOP&BOTTOM CONT. <<<<
OR TERMINATE ENDS IN SCHEDULED SHALL BE USED. N
EL.SEE PLAN NUMBER OF L-SHAPED
STANDARD 90 HOOK OR SEMI- TOP CONT. CONTINUOUS TOP BARS)UP IN MIDDLE CORNER BARS WITH CONC.1.8 OR CONC.BEAM
1 1/2" CIRCULAR HOOK. GREATER OF 1/3 OF SPANS WHERE REQUIRED. _ 30-INCH LONG LEGS TO
CL. 1/3 L1 OR 1/3 L2 GRUTER QF 36 DIA GREATER 1 1/2" BEAMS RB-23/42 EVATION VIEW DETAIL MATCH THE NUMBER OF PLAN VIEW DETAIL +�
1/4 L1 �� 3 L7 AT 1 3 L3 OR 1 3 f2 10'HOOKS TOP
_ 'D"BARS CLR LONGITUDINAL BARS IN o W U
'E`BARS 3'-G"1M1'✓. 3'-6'MIN. 3-6 MIN. ,Is�'- 3/4" = j -O'� AND BOTTOM TO EACH CONC.MEMBER. AT CORNER BARS O o
J I-CLR.MIJORONE A CONT. 1'CLR.MIN OR ONE BAR DIAMETER � "I'BARS fi° 6 DIAMETER WHICHEVER TYPICAL DETAIL A T IS GRUT YETI IS GREATER IF IN TWO YERS.All REINF.STEEL IN SA STIRRUP SPACING AS TIE BEAM ELEVATION
LAYER UNLESS OTHERWISE SCHEDULED." STIRRUP SPACED CHANGE 2 BARS NOTED.PUCE A MAX. 'd U
8"WIDE BERYLS YETI IN FROM FACE OF SU�ORT.
�U U
'E'BARS IGNACIO J. CALVO
^ LI F"BARS NOTES:
TYPICAL BEAM REINF. PLACING DIAGRAM
1., INDICATES INDICATED AS SPANS.
ONTINUOUS STRUCTURAL ENGINEER sheet T10.
N. T. S. WITH ADJACENT SPANS,S LICES WHERE NEEDED SHALL FLORIDA LICENSE NO. 56755
BE MADE IN THE END 17,OF SPAN WITH 24 DIA.UP. 1800 S.W. 27th. Ave. #401
3. "1°BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. M101, Florida 33145
SPLICE"I`BARS AT SUPPORTS W/30 BAR DIAM.LAP SPLICES lll
Ph: (305) 648-9008 r y -
Fax:(305) 648-91228 �\J
E-MAIL: ijcpegbellsouth.net P.R N° 5 6 7 5 5
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