13-623-005I
PRER
PER F
Ma
n
48"0.1
I PREC
OOF
3
.L REINF. WITH #4 #5 DOWEL, DRILL 8"
ON CENTER LINE EXISTING TB /FTG. AI`
SET IN EPDXY GROU
JSSES
,INF. WITH
ITH 4" EMB.
DRETE 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
8 "x8" CONCRETE" -
COL.CONNECTEDIN
SIMILAR FASHION TO
STARTED COLUMN,," °
DETAIL / , :I/
/ t {
�f W
I
TEMP # 4 @ 12" O.C.
�n
KNOCK -OUT EXISTING
MASONRY WALL AND
INSTALL #5 DOWELS AND #5 NEW 6" THICK CONC.
VERT. FILL W/3,000 PSI SLAB REINFORCED AS
PUMP MIX GROUT OR SHOWN sn
PEAROCK CONC. WITH 8"
SLUMP. -f,.---- .__._
EXISTING CONCRETE
FOOTING
PROVIDE TIE DOWN5 IN EXISTING CMU WALL5 AT LOCATIONS 5HOWN
ON FOUNDATION PLAN.
EXISTING TIE "-
,° E X IS TINr; TIE CbLUMN
t .
'
r
r °{
rs—C)
4" INFILL CONC. SLAB REINF,
e° W 1 6x6W2.0xW2.0WWF
PLACED AT MID DEPTH
I ,
I Q
' 4k x 2'- 4 "SPACED @
12.O.C, & PLACED W/
1 x'' PDXY EPCON C6 W/ -f-
?� / '4' EMB. INTO EXIST,
CONC. SLAB / TB @ 2"
° TC -1 FROM TOP
"+
#41x 8' 0' Ir f
@ 18" aJC u
I 'f TC -1 v
El
s.m I EXISTING CMU
8 "x8" CONCRETE COL. * /REINFORCEMENT
/ f II�
SC CONNECTED IN SIMILAR . ,� A,rf' /// FASHION TO STARTED. .'EXISTING TIE COLUMN cz
COLUMN DETAIL -�
{ E_
—
I
EXISTING TIE FLOOR FRAMING PLAN
DOWN 1
SCALE: 1/4"= V -0"
b�
J
Q
w
W
15 -3'
UP= 591 #
G= 495#
i
CONN= f)
+-
TYP. FOR J -1
UP= 1260 #
I I I
CONN= 576#
F�TB 125'- _ I _
TYP. FOR H -1
U
I I I I
TI
WRAP EXISTING
- - Iy,
WOOD TRUSSES
WITH CONSTR.
i I I I I -- — -
PAPER
GT 1
I I I 0• ---Ii — I-- —
_ I I I I I EXIST TRUSS
;-77
-- - - - -- - _ TYP
REINF. CONCRETE
INFILL PER ROOF PLAN L yt-z I
I 6 .' I
` S01
a"
rc I I I I I
I �
UP= 710# I I I ,CI�I
CONCRETE BALCONY I CONN 660 # — —7 _T — — — — — ®— T_ I j I UP= 710 #
SLAB PER ROOF PLAN I I j—j I _ _ G = 660 #
I CONN= Q
g UP= 911 # L —
l
I € � G- 880#
CONN= Q --
I I TYP. FOR GT -1 B II
1/4 ":12 SLOPE N - 2 - 0 { F.� _
2 ® - UP= 911 #
1 I 1 I I I I I I CONN= 880#
r
I I
i I I
TYP. FOR
— i_..
- ROOFING PRESSURE } GT -1
ZONE SUCTION (PSF) PRESSURE (PSF)
1
2 -72,9 26.4
3 -85.4 26.4
EXISITWG CONC. BEAM
NOTE: PRESSURES SHOWN ABOVE ARE BASED UPON
AN EFFECTIVE WIND AREA OF 10 SF.
EXISTING 2ND FLOOR f ROOF FRAMING PLAN
SLAB SCALE: 1/4 - V -0"
EXISITING TERRACE SLAB
- - STRUCTURAL SECTION ROOFING PRESSURE DIAGRAM NAIL PLYWOOD OCPRI�VIDOEB BLOCKING
-0" 1 SCALE: AND BRACING EVERY OTHER VALLEY
TRUSS AT MAX. SPACING OF 4 -0 O.C.
PT. WOOD BUCK W/ —
1 1/2" MAX. THICKNESS
TYPICAL
CONNECTOR SCHEDULE
I
NAILING @
NAILING @ ALLOWABLE
ALLOWABLE ALLOWABLE F1 ALLOWABLE F2 MIAMI -DADS
MARK �TYPER TRUSS OR HEADER OR UPLIFT ( #} ( #} ( #} GRAVITY LOAD NOA
JOIST LEDGER
1 NU -VUE 10 10d X 1 -1/2 6 10d X 1 -1/2 1766 1050 1450 - 08- 0325.02
NVHTA12
1/4" o TAPCONS W/ 1 3/4" MINIMUM EMB.
TAPCONS SHALL BE PLACED @3"
FROM EACH END AND @ 12" O.G. MAX,
ON BALANCE
SIDE OF WINDOW
& DOOR OPENING
REINFORCED AS
PER STRUCTURAL
FLOOR PLAN
PROVIDE 16"x 16"
_. VENT OPENING
WITHINEXISTING
SHEATING CHORD
•
CMU WALL CELL TYP.
4 WINDOWS BUCKS DETAIL
SCALE: 1 1f2" = 1 ° -0"
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.
LOWER TRUSS
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"
•
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SHEET NUMBER Sol
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SHEET NUMBER Sol
SET OF 10 ,,..
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SHEET �NDEX
FOUNDATIOK
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SHEET NUMBER Sol
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