00-0445-036 6:
lit 11 1!
I 7( 7
1. lk
1 _
3 J
CUPOLA ROOF DECK NOTE: CONNECT
ROOF D TK& G.BE w 2 — 1/2"0 THRU—BOLTS CONCRETE BEAM SCHEDULE
(TYPICAL)
WI/ 2 — 16d NAILS INTO
EACH SUPPORT JOIST (TYP.) REINFORCING STIRRUPS (#3 U.O.N.) SEE
5 MARK ELEV. SIZE(in.) REMARKS
20'-8" 31'-2 3/8* 5'-4" 20'-8" 5'-4" BOTT. TOP C "RT" TYPE SPACING NOTE
RB—t +26'-7" 8 x 18 2 — #7 2 — #7* 0 6" O.C.
* CONT. THRU RB-3 I
6" x 10" 0 2'-6" O.C. MAX. RB-2 +26'-7" 8 x 18 2 — #7 * 0 6" O.C. * 2 — #7 FROM RB-1
RB-3 +26'-7" 8 x 18 2 — #7 # 0 6" O.C. * 2 — #7 FROM RB-1
_.._._._...._.............__.....__......_........._._...__...___.._............_..................................................
___...
RB-4 +26'-7" 8 x 18 2 — #7 2 — #7* 4 0 3" E.E., BAL 06" * 2 — #7 CONT. THRU RB-6 14W
¢ RB-5 +26'-7" 8 x 18 2 — #7 * 4 0 3" E.E., BAL 06" * 2 — #7 FROM RB-4 THOMM T. COOPK A,lA AR44M
RS-12 RB-12
RB-6 +26'-7" 8 x 18 2 - #7 * 0 6" O.C. * 2 - #7 FROM RB-4
RB-7 +26'-7" 12 x 18 2 - #6 2 - #6* 0 6" Q.C. * CONT. THRU RB-9
>i go 3
N N :�s RB-8 +26'-7" 12 x 18 2 - #6 * 0 6" O.C. * 2 - #6 FROM RB-7
a v � ' +tea 6 RB-9 +26'-7" 12 x 18 2 - #6 * 0 6" O.C. * 2 - #6 FROM RB-7
• � k _ ; _ 5 RB-10 +26'-7" MIN. 2 - #6 2 - #6 0 1o" O.C.
ao —
o _ _ o N _ o RB-11 +30'-8" 16 x 60 3 - #5 3 - #5* 0 24" O.C. 1., 2. * CONT. THRU RB-12 AA °
C14 04 N
RB-12 +30'-8" 16 x 60 3 #5 * 0 24" O.C. 1., 2. * FROM RB-13 ch
SEE CUPOLA ROOF FRAMING o / o
mm mm PLAN THIS SHEET X RB-13 +30'-8" 16 x 60 3 - #6 3 - #6 0 24" O.C. 1., 2. �4y ,
�7 cn O
_ RB-14 +28'-0" 8 x 20 2 - #6 2 - #6 0 8" O.C. UPTURNED BEAM y V
r
RB 15 +27'-9 1/8' 8 x 23 2 #6 2 #6 0 1 O.C. UPTURNED BEAM �++ c�
RB-13 . W
a.
4 I 4 I I M O
RB-15 h O
.; ;.,............. ........_........._.... ....••. ® .c M V
6" CONCRETE SLAB i i °' U++ 09 uj
w/ #4 0 8" E.W. 8 C.J. rI — — m NOTES: <
0 T —
B T OM 0 4 (3r_010 I NOTE: N 1. ADD 3 — #5 E.F. 0 1/4 PT. OF BEAM DEPTH ad _j u.
2
JOISTS NOT TO BEAR CUPOLA ROOF FRAMING PLAN 2. REINFORCE CAGE TO BE SIZED FOR 12" WIDE BEAM TO ALLOE FOR CHAMFER 0 BEAM CORNERS. (TYP.)
°t-° 00 0 THIS POINT
I
6 I ; ""' m SCALE: 1/8" = 1'-0 ° H- " °;
I iTB-1 TB-14� W CL
t. _�_ _____ •• 6' CONCRETE SLAB _� p Q
�. �" �' _. N I I I BOOM I ' O
ol1 I I 00 � ® sn `o
I RB-7 RB-8 RB-8 RB-9 I + 5 0 24" O.C.
I 1 ti #
ILI I,I 1 �
......... ..........�-L-----� I I '` ,�-�Q cp in
ae O <
In
TB-1 I I I'I 6" x 12" I 6" x 12" y c
I I 16
8" C.J. � �:i i i OF 2 - #5 CONT. .. W
v 1
00 j� 0 4'-6 O.0 I I cD I I I . 1'-2 1/8" 4"
1 1 I I r.l �,� n: 1 - #5 CONT. W
�.. 11 m m 1:1 I }
0 I I x ce 1:1 �...
O N 11 1:1 '— � 2 — #5
I �+i I 1 1:1 "
I I I�I " 6
� N 11 I�I — �.. +26'-7 �
m .1........................ cwt......................... —�`ry- f----------------
I-
I M
TB-2 1 8" C.J.
11 to N 1:1 io
1 I I I 1:1 ,•'
N
+ 1
I:I 8" C.J, v 1 6" x 12" ( 6" x 12" OF •
I 8 C.J. �� ." N to
\ I� 4'-6" O.C. :1 0 4'-6" O.C. ml �r »
4 4
RB-14
I I:1
I:I I 6.
Q4 �;a L 6" x 6" x 3 8" +33'-3 3/4"
4 ... .....H ...........•.....••„ ,..•... . .......................... ........ .••••••••.......... w/ 2 — ff4V TH RU—BOLTS
8 I I I.I (7YP. x
1I I�I TB-4 • Q Q
II II 11
` I I `t I;I DETAIL SECTION TYPICAL ROOF
X. I I I I I;I
I I t:l
�� , DETAIL 0 PEAK OF ROOF PARAPET DETAIL
I I I:1 SCALE: 1 .1/.. = 1-0 CALE: 3/4" = 1'-0"
I I I:I
II •
O
I I I•I W U
II 11
I•I 2 — L 8" x 4" x 1/2"
" (1 — EA. SIDE OF RAFTER) N W
m TB-2 (+26 -7 ) w/ 2 - 3/4 0 A307 � � W
O �* BOLTS THRRU 6" x 10" & w U.
NOTE: O SLAB TO BE 2 — 3/4 s�ANCHOR BOLTS 44 � u.
3" CONC. SLAB AS SHOWN W
SEE SECTION 8/S.3; " ® F— 010
FOR BEAM CONFIGURATION w/ #3 0 12
E.W. BOTTOM : HEEL HT. "A"
N Z V
AT THIS AREA TYPICAL) 2"' +33'-3 3/4" V
3'v:
• — cn
3 • TB-5 N < V
6" x lo"
N 8'
RB-12 1 - 5 0 48" O.C. 2» 2 - #5 n
ROOF FRAMING PLAN PRECAST CONCRETE JOIST MANUFACTURER NOTE: " IN GfoUT FILLED 1'-2 1/8" 2" <
4 MIN. BEARING (TYP.) BLOCK CELLS #3 0 8" N
SCALE: 1/8" = 1-O CONCRETE JOISTS TO BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS: 2 — #5
D = 20 PSF 4" x 4" x 1/4" +26'-7" 6" 2 — #5
x 6" LONG
L 30 PSF SECTION: w/ 2 - 1/2''l� A307 ___ __ ____ ___
DETAIL 0 COMMON RAFTER BOLTS THRU BEAM WEB
r __
CALE: S/4" = 1'-0 & 1 — 3/4"Qf ANCHOR I 8 C.J.
7 BOLT IN GROUT FILLED TB-2 "
CELL L
1 2 — 8" x 4" x 1/2" 1 1/2"
V24*DWEL "Tl B-5 +33'-3 3 4" (1 — EA. SIDE F RAFTER) 1 1/2" O.C. • E DOWEL
(TYP) EMBEDMENT
1 w/ 2 — 3 4 A307 W8 x 21 3" EXTERIOR SIDES
:^ 6" 3" BOLTS 4H U 6 x 12 & —GROUT ALL ANCHOR BOLT OF OURT MECHANICAL
' \ AS SHOWN ANCHOR BONS 1 1/2"
20o 250# M LOCATIONS
M 470 # ^
HEEL HT. "A" ,
+ 3I I3 H 3I i i+ RB-14 DATES 09.15.2000
v �....
v N
W
J
�I 250/ 260 x 200 `j 0 as 6" x 12" U NOs
m m — —
�• SECTION ®, B>rs
;, ::,:; :,:,; RB-12 C��E� 3/4„ = 1,-0" �* c haw
TB-4 (+33'-3 3/4") nIC ,Yo
► s ',f'
N
Off,
ERIC COLVILLE, P.E• Q 09.18.00
MECHANICAL EQUIPMENT SUPPORT PLAN , r: `t ;t 7531 SW 63RD COURT
1 8 1'-0 °" f wt1TN-MIAMI, FLORIDA 33143
SCALE. SECTION SECTION -; , '.667-6505 FAX (786) 268-7089 S133
�� DETAIL 0 HIP RAFTER �� �� tip c�
CALE: 3/4" = 1'-0 CALE: 3/4" = T-0 ,af' l0 �.� ERIC CaLVILLE #40,924 STRUCTURAL
�,, ��I,• � 'n r n E�
_77
{4