03-1559-068,
8" CMU WALL --
#5 VERT. REINF.
0 8" 0/C —
O * O Eo
BASE PLATE
SEE COLUMN SCHEDULE
TS1 COLUMN
8 "x16" CONC. ENCASEMENT
TYP. AT EACH TS1 COLUMN
LOCATION
No 9 Ga HORIZONTAL
wMi F JOINT REINF. @ 3" 0/C
V RUGIOIOET
2
305
0— TS1 AT STAIR CMU WALL
SEE ARCH.
8 "x6" CONC. CAP
W/ 2 #4 CONT.
8 "W CONC. CAP
W/ 2 #4 CONT.
E" CMU WALL REINF.
W / #6 @ 32" VERT. �._...._..".
MAX. IN GROUTED
CELLS
STANDING SEAM METAL ROOFING WITH
BAKED ON FLUOROPOLYMER FINISH ON
#30 LB. FELT ON 1" INSULATION _
BOARD ON METAL DECK VULCRAFT 12 _
1.0 E 24 ATTACHED TO TRUSSES ARCH
W/ #10 SCREWS 01 4" O.C.
(SEE ARCHITECTURAL DRAWINGS) -
r,.
` 3 -5/8" CEE x22 GA.
(TYPICAL)
CROSS BRIDGING
AS REQUIRED
6" SLAB PER
FRAMING PLANS
3 #6 CON T. — - -
• • • •
,
CONCRETE BEAM PER To —1
FRAMING PLAN - TYPICAL
I
to
4 #5 CONT.
#3 0 10" O.C.
TIES
- 3 #6 CONT.
COLUMN
BEYOND `
CONCRETE COLUMN
PER PLAN AND
- SCHEDULE.
FRAMING SECTION
8" CMU PARAPET W/
#5032 O.C. VERT AND
#9 GA. HORIZ. JOINT
REINF CAD 16" O.0 WITH
8 "x8" CONC. CAP REINF.
W/ 2 #5 CONT. NOT SHOWN
FOR CLARITY
(SEE ARCH. DRAWINGS)
BEYOND
FRAMING SECTION
CONCRETE COLUMN
PER PLAN AND
SCHEDULE.
TYP.
TYP3
C1 000 AT STAIR
LANDIND
3/16
4 -3/4" SLAB PER
FRAMING PLANS
5TH FLOOR
PRECAST JOISTS
PER FRAMING PLAN
COLUMN BEYOND
8" CMU WALL
REINF. PER PLAN
••e r • • • • • • •
Y • • r • • •
• r o • woo • • • r •
w v • w • r • • • • • • •
w c. •• w w • • r •
STANDING SEAM METAL ROOFING WITH r .. • • • • •
BAKED ON FLUOROPOLYMER FINISH ON
#30 LB. FELT ON 1" INSULATION 12 - ••.• 6000• •.- r••.
BOARD ON METAL DECK VULCRAFT `
1.0 E 24 ATTACHED TO TRUSSES ARC[
W/ #10 SCREWS @ 4" O.C. r • w
u- 0000• . •w•w• . w••• . ww••r w
(SEE ARCHITECTURAL DRAWINGS)
5TH. LEVEL SEE ARCH. -
r__- __ ____________ __ 8 "x8" CONC. CAP ' ' 3 -5/8" GEE x22 GA.
W/ 2 #4 CONT. (TYPICAL)
!
!
w • 1
• CONC. BEAM EVER 8" CMU WALL REINF.
FRAMING PLAN W /#6 0 32 VERT.
MAX. IN GROUTED
III CELLS
III I 'I�jI
!II
I ! I (I I ! SADDLE CAP PLATE 1/2-x6-
L J Ll W/ (3) 3/4 "0 x0' -E" EXP. BOLTS
Ill ill
-H (TS1) TS 4 "x4 "x1/4" INSIDE 3 #6 CONT.
I I I i ICI- CMU WALL PER DET. 1 /S -305
l (I I TO BE HANGING FROM GONG.
Tl BEAM AT 5TH. LEVEL CONCRETE BEAM PER
FRAMING PLAN - TYPICAL
TT-
�
CROSS BRIDGING
AS REQUIRED
�tl !
4 #5 CONT.
TS1 AT STAIR CMU WALL #3 0 10" O.C.
�-I TIES
II
—f-+LL r - - 3 #6 CONT.
STANDING SEAM METAL ROOFING WITH
BAKED ON FLUOROPOLYMER FINISH ON
#30 LB. FELT ON 1" INSULATION 12
BOARD ON METAL DECK VULCRAFT -- -
1.0 E 24 ATTACHED TO TRUSSES ARCHI
-
W #10 SCREWS 9 4" O.C. _ -
(SEE ARCHITECTURAL DRAWINGS)
SEE ARCH.
8"x8" CONC. CAF' ' ' 3 -5/8" CEE x22 GA.
W/ 2 #4 CONT. (TYPICAL)
8" CMU WALL REINF.
CROSS BRIDGING
W / #6 32" VERT. AS REQUIRED
MAX. IN GROUTED
CELLS
* • • w r w r w w • w
'J
P/C JOIST
FRAMING SECTION
3 #8 FRICTION BARS
3 #08 DIAGONAL REBAR
TOP STEEL SEE SCHEDULE
711FgATA "0
FRAMING DETAIL.
6" CONC. SLAB PEI
FRAMING PLANS
_----- - - ---. 1
�— - THICKENED SLAB
CONCRETE SOFFIT BEAM
FRAMING PLAN — TYPICAL—
FRAMING SECTION
8" CMU WALL REINF.
W / #6 0 32" VERT. -
MAX. IN GROUTED
CELLS
r .. ..........._ -- 2 #5 CONT.
/ #4 0 32" 0.
DRILLED AND
EPDXY YIN
CONCRETE
'rte ✓,?�... "�� , i,,/1p:1
P/C JOIST
� FRAMING SECTION
n
REVISION BY
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MIAMI _ V TAN
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are aw� ��e
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15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED T0: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common low, statutory and other
reserved rights.
SEAL
t�
yy'
F HERNANDEZ
FI i A FE 46618
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NORTH
DRAWN
D.I.- E.0 -M.M
DATE:
6/14/05
SCALE:
AS NOTED
SHEET NO.:
-0