09-709-022Y EXTERIOR GRADE PLYWOOD
SHEATHINGS NAIL TO TRU55E5
W 1106 RING SPANK NAILS 0 6" O.G.
PREFAB. JACK TRUSSES a 24" O.C.
CONNECTION TYPE E
SEE SHEET 5 -3 - - --
12
31
RTB -1 4
DROPPED BEAM
1 "x4" TONGUE < 21_0. SEE PLAN 4
GROOVE NAILED SCHEDULE
TO TRUSSES - FOR SIZE 4
REINFORCING.
EL. +20' -0"
12" MA50NRY WALL
(BEYOND)
8" MASONRY WALL
(BEYOND)
TIE COLUMN
(BEYOND) ---
MASONRY WALL
(BEYOND)
E.J. MATERIAL
4" GONG. SLAB
SEE PLAN
*5 NOSING
BAR (TYP.)
:ADE
5L. 1/411
EL. +ISI -011
t TOP OF BEAM
.. B -4
• SEE SCHEDULE
FOR SIZE 4
REINFORCING=.
EL. +11' -2"
UP -30
SEE PLAN AND
SCHEDULE
FOR SIZE
AND RE INF.-`
5"X12" CONC- CAP
W / -4 *4 $103 TIES
a 12 " O.C.
RE INFORCED MA50NRY
WALL SEE PLAN FOR
SIZE 4 SPACING OR
REINFORCING. - --
PROVIDE *9 LADDER
TYP. HORIZ. JNT.
RE INF. a 16" O.C.
WF -16
SEE PLAN AND
SCHEDULE GRAD
FOR 51ZE
AND RE INF. -----_
EL. +23' -0"
TOP OF ROOF
TIE BEAM
EL. +22' -0" jk
TOP OF ROOF
TIE BEAM
EL. +12' -O"
TOP OF
GONG. 5LAB
4 BEAM
LATERAL
BRAG INGS
(TYP.)
12
3
RTB -2 4
DROPPED BEAM
SEE PLAN 4 SCHEDULE 21—
FOR SIZE 4 REINFORCING.
EL. +2o' -011
MASONRY WALL
(BEYOND)
6" CONC. SLAB
SEE PLAN FOR
RE INF. —_7
B --1
SEE SCHEDULE
FOR 51ZE 4
REINFORCING.
8 "X811 CONC. LINTEL
W/ 2 -«4 CONT.
TIE COLUMN TIE COLUMN
(BEYOND) - (BEYOND) -
4" CONC. SLAB 4" GONG, SLAB
SEE PLAN - -- SEE PLAN
="ry
L. +O' -o" EL. +0' -0
TOP OF SLAB TOP OF SLAB x X x x X.
—x t.E. .. ' 2 -05 CONT.
SEE PLAN AND SCHEDULE
FOR SIZE AND REINF.
- WF -30 WF -30
SEE PLAN AND SEE PLAN AND
TOP OF FTG. SCHEDULE SCHEDULE
FOR SIZE FOR 51ZE
-i AND RE INF. AND RE INF.
3" CL..
SECTION
EL.
TOP OF TIE BEAM
4" CONC. SLAB
- SEE PLAN
7 E.J.
MATERIAL
x x x x-
( -)2' -O"
TOP OF FTG.
_1
SECTION
5C: 1/2" • 1' -O"
2-
2-6
SECTION
CONNECTION TYPE "I"
USP- FRAMNCs ANGLE CONNECTOR
JA5 04ARACTERI5TICS
EL. (- )1' -O" MIAMI DADE COUNTRY AFIPROVAL No. 01- 0415.01
IV TOP OF SLAB FASTENER SCHEDULE: HEADER ■ 6-16d
JOIST - 6-10d x I'V5"
-ALLOWABLE LOADS - UPLIFT : 114 Lb•
GRAVITY ■ 115 Lb•
2'-0"
PREFABRICATED 2 "xv" WOOD NAILER
WOOD RAFTERS BETWEEN RAFTERS
24" O -C_
DETAIL "A"
5C: 1/2" = 11 -0"
SC: 3/4" c 1' -O"
No" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /lOd RING SHANK NAILS a 6" O_C.
PREFAB_ WOOD TRUSSES w 24" O.G.
CONNECTION TYPE D
SEE SHEET 5 -3
1 'x4" TONGUE 4
GROOVE NAILED
TO TRUSSES
— ro" CONC. SLAB
SEE PLAN FOR
RE INF.
in
SL. 1/211
SEE SCHEDULE
FOR 51ZE 4
REINFORCING.
jk EL. +8' -01"
MA50NRY COLUMN
ir�rv/1t I«" 1
SC: 1/2" = 11 -0"
12
13
EL. +22' -0"
TOP OF ROOF
TIE BEAM
EL. +20' -9ll
MASONRY WALL
(BEYOND) --
16" CONC. SLAB
SEE PLAN FOR
RE INF. -- J -
EL. +12' -0"
TOP OF
GONG. 5LAB
B -5
SEE SCHEDULE
FOR SIZE 4
REINFORCING. -
8"X8" CONC.
LINTEL
W/ 2 - 04 CONT. -
TIE COLUMN
(BEYOND) -
EL. +0' -011
TOP OF SLABS x
T.E.
5EE PLAN AND SCHEDULE
FOR SIZE AND REINF.-- -
WF -30
SEE PLAN AND SCHEDULE
FOR SIZE AND RE INF.
GONG. BEAM
(SEE SCHEDULE
�nr� G,I7>= dtJn
5 /4" EXTERIOR GRADE PLYWOOD
SHEATHING NAIL TO TRUSSES
W /IOd RING SHANK NAILS a ro" O_C.
PREFAB. JACK TRUSSES * 24" O.G.
—CONNECTION TYPE E
SEE SHEET 6-3
-- I "x4" TONGUE 4
GROOVE NAILED
TO TRUSSES
- RTB -2 4
DROPPED BEAM
SEE PLAN 4 SCHEDULE
FOR SIZE 4 REINFORCING.
b" CONC. SLAB
SEE PLAN FOR
RE INF.
SL. 2 "
EL. +5' 0"
•••• ••• • • •rr•• •YV
• I • • • • • V • V W
W Y V V • � V V V v
• W r W V V V V
I•V VWU • V V WVWW V V V
• • V •VV • I
u V V • u V y V Y U W
V U • V V V 4 4 V V
V V V • • V • W r u tr
V ♦ W 0 I W I V V 4 V
• r • • V W V
VV VVVVV VVV VVV
V V • V i • W •
VVV• • • V Y
Y • • W
V V V Y U V V
V•WV v •••Wr • ••V V IVUV •
4" CONIC. SLAB
SEE PLAN FOR
EL. +I1' -h"
-- TOP OF BEAM
4 CONC. SLAB
SEE SCHEDULE
. FOR SIZE 4
REINFORCING.
4" GONG. SLAB
SEE PLAN
E.J. MATERIAL
°K,
SL. 211
- ADD 2 -"5 BOTTOM
SEE ARCHITECTURAL
DRAWINGS FOR ARCH
DIMENSIONS
411 411
411 XX 4"
XX XX XX
TYPICAL CONCRETE ARCH REINFORCING
SC-
411X411
STEEL
COLUMN --
*5 NOSING
BAR (TYP.)
SECTION
NOTE TO CONTRACTOR:
BEFORE COMMENCING CONSTRUCTION, CONTRACTOR MUST
REFER TO ARCHITECTURAL DRAWINGS TO VERIFY GEOMETRY
OF THE BEAMS SPECIFIED ON TH15 SHEET.
SC: 1/2" = I' -0"
GV1ILiDi'Iro -- >iD PT.
rTrUCTLjP,AL S TiC)`,
s.'pp1~ovLD BY: _
ROTAS Engineering, Inc_
71176 NW 121E Street, 5110e R 120
M..mi: FInr,Ae 31,126
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Data:
Drawn:
Checked: N.C. /J.M.R.
Proj. No.:
Cad File:
JOSE M. REQUEJO
FL.
RA. 15570
• .i