13-623-004SH EAT
CONNI
PLAN F
SCHEE
� G
NEW T
REINF.
@12 "1
8," CML
48" OX
N
CONCI
SLAB f
r
ca
`-1-L
I EXISIT
EXISITING TERRACE SLAB
6 STRUCTURAL SECTION
DOF
i
L REINF. WITH #4 #5 DOWEL, DRILL 8"
DN CENTER LINE EXISTING TB /FTG. A�
SET IN EPDXY GROU
ES PER TYP.
JSSES
:INF. WITH
ITH 4" EMB.
CRETE T.B.
#5 VERT. WHERE SH,
ON PLAN
#5 DOWEL, DRILL 8"
EXISTING TB /FTG.
AND SET IN EPDXY
GROUT.
EXISTING CONCRETE
TIE BEAM
EXISTING CONCRETE
MASONRY WALL
io
EXISTING TIE
8 "x8" CONCRETE` ' r 'r
-"-,� ,�` �" COLUMN � `y/' ��
COL. CONNECTED IN / ° G. "` / ",* o }
SIMILAR FASHION TO/ `
STARTED COLUMN
DETAIL ✓ V r,/ / / "/ °f /
r
V
TC -1
"
TEMP # 4 @ 12" O.C. _
t/"� L71 OC -O XISTING ;_ MASONRY WALL AND
INSTALL #5 DOWELS AND #5 NEW 6" THICK CONC. � 8 "x8" CONCRETE COL.
VERT. FILL W/3,000 PSI SLAB REINFORCED AS ; CONNECTED IN SIMILAR PUMP MIX GROUT OR SHOWN �n FASHION TO STARTED PEAROCK CONC. WITH 8" COLUMN DETAIL
SLUMP. f,... °.�r � .`, r ." 7 s r 7 7 r r r .r 7 =77777
r .r
EXISTING TIE °
-
' O
U
�x f
0
EXISTING CMU
REINFORCEMENT
2 DOWN
EXISTING WF -30 WALL FOOTING DOES NOT NEED FLOOR FRAMING PLAN
RETROFIT. SEE STRUCTURAL CALCULATIONS AND 1
EXISTING CONCRETE EXISTING FOUNDATION PLAN ON RECORD SCALE: 1/4" = V -0"
FOOTING
PROVIDE TIE DOWNS IN EXE5TING CMU U14LL5 AT LOCATIONS 5HOWN
ON FOUNDATION PLAN.
ROOFING PRESSURE
ZONE
SUCTION (PSF)
CONNECTOR
SCHEDULE
-
-
2
-72.9
26.4
3
-85.4
NAILING @
NAILING @
ALLOWABLE
ANCHOR
MARK
TRUSS OR
ALLOWABLE
ALLOWABLE F1
ALLOWABLE F2 MIAMI -DADE
GRAVITY LOAD
T
JOIST
HEADER OR UPLIFT ( #}
( #}
( #} NOA
i
crr
LEDGER
1 NU -WE
NVHTA12
10 10d X 1 -1/2
6 10d X 1 -1/2 1766
i
1050
1450 - 08- 0325.02
DOF
i
L REINF. WITH #4 #5 DOWEL, DRILL 8"
DN CENTER LINE EXISTING TB /FTG. A�
SET IN EPDXY GROU
ES PER TYP.
JSSES
:INF. WITH
ITH 4" EMB.
CRETE T.B.
#5 VERT. WHERE SH,
ON PLAN
#5 DOWEL, DRILL 8"
EXISTING TB /FTG.
AND SET IN EPDXY
GROUT.
EXISTING CONCRETE
TIE BEAM
EXISTING CONCRETE
MASONRY WALL
io
EXISTING TIE
8 "x8" CONCRETE` ' r 'r
-"-,� ,�` �" COLUMN � `y/' ��
COL. CONNECTED IN / ° G. "` / ",* o }
SIMILAR FASHION TO/ `
STARTED COLUMN
DETAIL ✓ V r,/ / / "/ °f /
r
V
TC -1
"
TEMP # 4 @ 12" O.C. _
t/"� L71 OC -O XISTING ;_ MASONRY WALL AND
INSTALL #5 DOWELS AND #5 NEW 6" THICK CONC. � 8 "x8" CONCRETE COL.
VERT. FILL W/3,000 PSI SLAB REINFORCED AS ; CONNECTED IN SIMILAR PUMP MIX GROUT OR SHOWN �n FASHION TO STARTED PEAROCK CONC. WITH 8" COLUMN DETAIL
SLUMP. f,... °.�r � .`, r ." 7 s r 7 7 r r r .r 7 =77777
r .r
EXISTING TIE °
-
' O
U
�x f
0
EXISTING CMU
REINFORCEMENT
2 DOWN
EXISTING WF -30 WALL FOOTING DOES NOT NEED FLOOR FRAMING PLAN
RETROFIT. SEE STRUCTURAL CALCULATIONS AND 1
EXISTING CONCRETE EXISTING FOUNDATION PLAN ON RECORD SCALE: 1/4" = V -0"
FOOTING
PROVIDE TIE DOWNS IN EXE5TING CMU U14LL5 AT LOCATIONS 5HOWN
ON FOUNDATION PLAN.
ROOFING PRESSURE
ZONE
SUCTION (PSF)
PRESSURE (PSF)
1
-
-
2
-72.9
26.4
3
-85.4
26.4
NOTE: PRESSURES SHOWN ABOVE ARE BASED UPON
AN EFFECTIVE WIND AREA OF 10 SF.
nOOFING PRESSURE DIAGRAM
SCALE: 1/8" = V -0"
0
PROVIDE 16" x 16"
VENT OPENING
WITHINEXISTING
SHEATING CHORD
3 -16d
TYP.
a�
ICD
70
U
15' - 3" UP= 591 #
G 495 #
CONN=
J
TYP. FOR J -1
i
UP= 1260 #
G = 576 #
L
> <
CONN= Q
TYP. FOR H -1
WRAP EXISTING
WOOD TRUSSES
WITH CONSTR.
PAPER
EXIST TRUSS
TYP
UP= 710 #
G = 660 #
CONN= 1T
TYP. FOR
GT -1
2 ROOF FRAMING PLAN
SCALE: 1/4" = V -0"
NAIL PLYWOOD SHEATHING TO BLOCKING
Wf10d NAILS 4" O.0 PROVIDE BLOCKING
AND BRACING EVERY OTHER VALLEY
TRUSS AT MAX. SPACING OF 4' -0" O.C.
2x4 BLOCK
3 -16d
TYP.
PRE -FAB ROOF
TRUSSES,SEE
SHOP DWGS
TOE NAIL VALLEY TRUSSES
TO ROOF STRUCTURE W /2-
16d. NAILS AT ALL CONTACT
POINTS IN ADDITION TO
HURRICANE STRAP SHOWN.
•
RT20 HURRICANE
STRAP FROM VALLEY
TRUSS TO LOWER
TRUSS @ MAX. OF 6'-
0" O.C.W /4 -16d.
PIGGY BACK TRUSSES DTL
SCALE: 1/2" = V -0"
101
tim
■
!
w
SHEET INDEX
FOUNDATION
PLAN
SHEEN_ NUMBER Sal
SET OF 10
J
i
Cr
ti
i
crr
i
•
ry
cy)
5
§
—
c:1
2
.
••
-
i
••
m c)
7 7
N �
cn
CCS
UJI
ar aF-
i
wz wz
SHEET INDEX
FOUNDATION
PLAN
SHEEN_ NUMBER Sal
SET OF 10
J
crr
1 �2
ry
q.
m c)
7 7
N �
CCS
ar aF-
wz wz
OW ow
02 (D2
am 02
m° m°
r N
SHEET INDEX
FOUNDATION
PLAN
SHEEN_ NUMBER Sal
SET OF 10