13-161-025LEGEND:
WALL BELOW
- — CENTER LINE
NEW STEEL JOIST
E] NEW FC: 1 #6 VERT. IN
GROUT— FILLED BLOCK CELL.
8W5(32)VERTICAL REINFORCEMENT SPACING (INCHES)
VERTICAL REINFORCEMENT DENOMINATION
BLOCK NOMINAL WIDTH
NOTES:
1. G.0 TO VERIFY ALL WINDOWS AND DOORS OPENINGS
DIMENSIONS PRIOR TO START OF CONC. BLOCK ERECTION
AND THE POURING OF CONCRETE SLAB W/ MANUF, AND
MIAMI DADE PRODUCT CONTROL REQUIREMENTS.
EXPOSED CEILINGS NOTE-
EXTERIOR HARD CEILING FRAMING TO BE DESIGNED NY
SPECIALTY ENGINEER. SUBMIT TO A/E OF RECORD SIGN
AND SEALED SHOP DRAWINGS BY A FLORIDA P,E FOR
REVIEW AND APPROVAL BEFORE SUBMITTING TO BUILDING
DEPARTMENT TO OBTAIN PERMIT
WIND DESIGN CRITERIA PER ASCE7 -10
BASIC WIND SPEED V= 175 MPH (FOR ULTIMATE ANALYSIS)
WIND EXPOSURE = C
BUILDING CATEGORY: III
ENCLOSURE CLASSIFICATION = BLDG ENCLOSED
Cpi = +/ -0.18
Kd= 0.85
qh= —40.84 PSF (FOR ASD ANALYSIS)
BEAM SCHEDULE
MARKS
T.0.3
SIZE
#6
REINFORCING
TIES
(C
REMARKS
'T' TOP
new IOT.
T INTOM.
T1 -1
VARIES
1 "X16"
2 #5
2#6
-
SEE NOTE 5
4,000 PSI
CONCRETE BEAM
T1 -2
NOTE 6
14 "16"
3 #5
3 #5
-
#3W"
4,000 PSI
CONCRETE SEAM
0-1
NOTE 6
8"X36"
3 #7
3 #7
4 #5
#3010"
4,000 PSI
CONCRETE BEAM
1 -2
NOTE 6
10 "X36"
3 #4
3 #111
6 #5
#30!"
4,000 PSI
CONCRETE BEAM
1 -3
NOTE G
14 "X24"
3 #7
3 #7
2 #5
#3010"
4,000 PSI
CONCRETE BEAM
1 -4
NOTE 6
8 "X36"
3 #7
3 #7
4 #5
#3012"
4,000 PSI
CONCRETE BEAM
B -5
NOTE 6
8 "X48"
2 #7
2 #7
6 #5
#3010"
4,000 PSI
CONCRETE BEAM
1_6
NOTE 6
a "X41"
3 #7
3 #7
6#5
#3010"
41000 PSI
CONCRETE SEAM
1 -7
NOTE 6
16 "X20"
3#6
3#6
2 #5
#3010"
4,000 PSI
CONCRETE BEAM
1 -1
NOTE 6
14 0X24"
2 #7
3 #7
2 #5
#3010"
4,000 PSI
CONCRETE BEAM
BEAM NOTES:
1. AT ALL SEAM CORNERS AND INTERSECTIONS, PROVIDE L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS OF SAME SIZE AS BEAM
MAIN REINFORCEMENT.
2. HOOK ALL TOP BARS AT ENDS.
3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN
AND LAP SPLICE BOTTOM BARS AT SUPPORTS, LAP SPLICE SHALL BE PER TENSION LAP SPLICES TADLE.
4. DROP TIE SEAM (TB) OVER OPENINGS AND ADD 2 #5 BOTTOM WHEN T1 DEPTH IS GREATER THAN 36 ", PROVIDE #4 • 12"
O.C. 01" BAR EA. FACE OF T1.
OPTION: USE PRECAST/ PREFAB OR CASTS -IN -PLACE CONCRETE LINTEL BY CAST -CRETE OR EQUAL OVER WINDOWS AND
DOORS OPENINGS
CONCRETE LINTELS SHALL BE AT LEAST 8" x a" (CAST -IN- PLACE, PRECAST OR U- 1LOCK) WITH 2 #5 BOTTOM. EXTEND LINTEL
SHALL HAVE A MINIMUM OF 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. SUBMIT SHOP DRAWINGS FOR
APPROVAL.
5, ALL TIE BEAMS TO HAVE 4 #3 TIES AT 12" O.C. AT EACH CORNER, BALANCE AT 48" Q.C. AND ALL TIE BEAMS TO HAVE
#3 0 6" OVER OPENINGS.
6, COORDINATE TOP OF SEAM ELEVATION WITH ARCHITECTURE AND WITH ACTUAL DIMENSION OF STEEL JOISTS AND GIRDERS
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BEAM B- & TB -1 AT SECOND FLOOR LEVEL N COLTRAIN AND JONES ARCHITECTS, P.A.
BEAM B -1 T.O.B= 23'-0" TB -1 AT SECOND FLOOR LEVEL AA 26000822
8W5(32)
3' -7" 3' -" 4-S" 8W5($2) 3_4 \4-3x 10'- $9 3' -0" TELEPHONE (305) 285 -67231 FAX (305) 285 -6722
3-4 7-11 10-0 3-0
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
3 FC F FC FC FC FC FC F F C -5 C- I C -7 C -7 BELOW C C -5
• f " DESIGN 1 CONSTRUCTION ADMINISTRATION
I - — I 1 BUILDING INSPECTIONS 1 CAD PRODUCTION
W _ C -5 __ I I I L 4X4X1/4 CONT. STEEL
> i _ L I f L N ANGLE FASTENED TO CONSULTANT/ NOTES
Lu C -6 I i �` -"-"— -' w CONCRETE !TEAM WITH
BELOW I I I I ( I I I I I( L I 1/2 »8 KWIK 1OLT -3
O FC I I ANCHORS BY HILTI, 4"
MIN. EMBEDMENT SPACED
7 I I 1 I WLCRAFT METAL DECK 1.5C20 CONFORM I STL. JOISTS 8K1 C -3 AT 24 O.0
Z S -5 NTH NORMAL WEIGHT CONCRETE SLAB,
BELOW 3 0 �AX P O
I I I I 4" TOTAL SLAB DEPTH REINFORCED WITH
I I I I <: L3: 4X4X1/4 STEEL ANGLE
uj FC I 8W5(32) I I 6X6-W2.9 (TYR.). FASTENING _ f FASTENED TO CONCRETE
1- I N I I I I T.O. 2ND FL SUB LAYOUT 36/4 AND 1/4 "8 TEK SCREWS I I I I I 3 BEAM WITH (3) EQ.
I m I ( I I I EL. +26 -21 I I I I 024" O.0 AT SIDE LAP I I SPACED 1 /2 " 0 KWK
I I i II S -� BOLT -3 ANCHORS 1Y
r I I I I I �I I I 11m1 HILTI, 4" MIN. EMBEDMENT
I I( I a. I I I C -7 8W5(32)
FC I j 4 11 1 N APPROVALS /REVISIONS DATE
cv I S -5 I 1 W I m It
/
V, I I I I j _..._ I i 4 eV
1 3
I c -7 I I I'� I, I I;
CONC. BEAM Tp-1 I i I I C -7
`-
r; FC i L I BELOW I L I I I �- u> I i 1 I i fl I I I f BE M B -2 AT E OND F OOR — -- -_ m - -- -- -- - - -- - { I I - - - - 8W5(32) ; f � � ,, I j I ---� FC I -7 I I I I EXISTING I 1/ I L I I I L' WALL I BEAM B AT SECO D FLOOR TB -2 BEL W I — — —
7 1 R IN
NO
NEW CONC.
TOR I NEW SLAB
STEEL
I ANGLE 13#6 CONT.
fTOP k 3#6
r� / ICONT B
/T 1 IN SLAB LAS
PROVIDE 24 BAR DIA. MIN. OR
TERMINATE ENDS IN STANDARD
!0 HOOK
1.5' CL. --i
MIN.
i
INEWO
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IMRMMI �; ' 1(I�w�l
NEW CONC.
SLAB
_ -0 PE TO BELQIA�,-- = —
C -3 C -3 9Z�� Tc
NEW CONC. -�- --
BELOW BELOW I SLAB S 5 -- y BELOW --
f �t / EXISTING,CONC. RALING TO REMAIN
SECOND FLOOR FRAMING PLAN z
SCALE: 1/4" =1' -0" x
TOP CONT. (CONTINUOUS TOR BARS) AP IN DD EOU
SPANS
R RED.
r "T" BARS
LAP
I' BARS
BARS MIN.
(_ —TIE SPACING FROM SUPPORT
SPAN 1 (, SPAN 2
TYPICAL BEAM AND COLUMN REINFORCEMENT DIAGRAM
BAR SIZE
TENSION LAP SPLICE
#5
36"
#6
43"
#7
62"
#a
711.
BARS
TERMINATE COLUMN REINFORCEMENT
ENDS I STANDARD 90 HOOK (TIT.)
r--- "T' BARS
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8040 SW 37 TERRACE
MIAMI FL 33155
C.A 26021
CARLOS A. DEL RNO
RE 51893
(D PH. (305) 115 -143
copleiesign@gmail.com
SHEET TITLE:
SECOND FLOOR
FRAMING PLAN
Job No. Drawing No.
Drown By:
Data Plotted: Sm2
Scale:
(VARIES - SEE DRAWING)
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va as yy y+..r va ana r� is . yr
8040 SW 37 TERRACE
MIAMI FL 33155
C.A 26021
CARLOS A. DEL RNO
RE 51893
(D PH. (305) 115 -143
copleiesign@gmail.com
SHEET TITLE:
SECOND FLOOR
FRAMING PLAN
Job No. Drawing No.
Drown By:
Data Plotted: Sm2
Scale:
(VARIES - SEE DRAWING)