13-623-006| PRER
| PER P
OONN
| PLAN
| GCHB
REINF
8" CMI
| RE|NF
| |WRLL
1111111*14104N
v
CONNECTOR SCHEDULE
E
NAILING 9 NAILING @ ALLOWABLE
MARK ANCHOR TRUSS OR SEAT, ALLOWABLE ALLOWABLE F1 ALLOWABLE F2 GRAVITY LOAD MIAMI-DADE
TYPE JOIST HEADER OR UPLIFT M M NOA
l 1050 145O - OD-%325.O2
PT. WOOD BUCK 0V-
11/2" MAX. THICKNESS
TYPICAL
� . ..
�
DOF
JSSES
]NFVYR�H
ITH 4" BNB.
Z�RETE-[B.
#6 DOWEL, DRILL 8^
EXISTING TB/FTQ.Ak
SET IN EPDXYGHDU
#5VERT WHERE GH(
0 NpLAN
#5 DOWEL, DRILL 8^
BUST|NGTB/FTG.
AND SET |NEPDXY
GROUT
�
MASONRY WALL
EXISTING CONCRETE
TIE BEAM
EXISTING CONCRETE
MASONRY WALL
8"x8 CON RBE�-7,
COL. CONNECTED |N
SIMILAR FASHION TO
STARTED COLUMN
DETAIL
�
�
TEMP #4@12"[\C�
v
*
�
m
KNOCK-OUT EXISTING
MASONRyWAL AND �
INSTALL #5 DOWELS AND #5 NEW Or THICK CONC. --�.
VERT. FILL VV/3.O8UPSI SLAB REINFORCED AS T
PUMP MIX GROUT OR SHOWN rn
PEARDOK CONC. WITH 8^
SLUMP.
EXISTING CONCRETE
FOOTING
KNOCK-OUT EXISTING
MASONHYVVALLAND
INSTALL #5 DOWELS AND #5
VERT. FILL VV/3.0OO PSI PUMP
MIX GROUT DRPEAROCK
CONC. WITH 8"SLUMP.
1ROYIDE TIE QOLUN5 INEX1STINGCMU04LU54TLOC4TIONSSAOU
)N FOUNDATION PLAtt
ROOFING PRESSURE
ZONE
SUCTION (PSF)
PRESSURE (PSF)
mCvspRESSUncSSHOWwAaOvEAnEaASEoUPON
AN EFFECTIVE WIND AREA OF1uSF.
1/4"mTAPOONSN1 13/4~M|N|MUMBNB.
TAPODNS SHALL BE PLACED @3
FROM EACH END AND Ca-)12^D.O.MAX.
ON BALANCE
I ��T DETAIL
SIC AS
�
/
|
|
��»����U��^� PRESSURE ��U����K�
��«�����U�UU~Wv�� �-�������������� ��U��«������nv�1
SCALE: 1/8" =1-0^
(-'
r` -^ 30 s "g
~'
SIDE OF WINDOW ' A
'
& DOOR OPENING '
REINFORCED AS
PER STRUCTURAL
FLOOR PLAN
�
�
m
TIE DOWN PER
'
TIE DOWN PERY FLOOR FRAMING PL
TYP. DETAIL
SC
a: ALE: 1/4"= V-0"
15'-3^
CD
cy) CD
CD
4" INFILL CONC. SLAB REINF.
PLACED AT MID DEPTH
0 0 t N
EPDXY EPCON C6 W/
4" EMB. INTO EXIST.
FROM TOP
0 El
El
LO
MO)EI CD
EXISTING CMU
WALL TYP.
0 LID
1:1 CD
7C)
(D (3) ON
CONN= >
cf) 04
WRAP EXISTING > < cy-) (y)
WOOD TRUSSES
WITH CONSTR.
PAPER
EXIST TRUSS
TYP
UP= 718#
G = G60#
UP= 811 #
_V
(b BUILDING E
�Iv`-~_~~_
NAIL PLYWOOD SHEATHING TOBLOCKING CitOf�U��.
VV�0d NAILS 4"O.0 PROVIDE BLOCKING �� - ~' 'an1/
AND BRACING EVERY OTHER VALLEY �''�/vg
TRUSS AT8�AO|NGO�4'-O''OC ~'3uSUnse� Dept.
MAX. ' ' ��U���4/�nl/ �LJr/��
\ , FL 33143
2x4 BLOCK
3'1Gd
PRE-FABRDDF
TRUGSEG.GEE
8HOPOVVGS
TOE NAIL VALLEY TRUSSES
TD ROOF STRUCTURE VV/2'
1Gd. NAILS AT ALL CONTACT
POINTS |N ADDITION TO
HURRICANE STRAP SHOWN.
LOWER TRUSS
`--- RT20 HURRKCANE
STRAP FROM VALLEY
TRUSS TOLOWER
TRUSS @ MAX. OF6y-
D~O.O.VV/4'16d.
PIGGY C TRUSSES
SCALE: 1/2"=1-O^
,
FOUNDATION
N-����NnN����NN��&»0
PLAN'
,
SHEET NUMBER Sol
��
,�,�~ �
SET OF 10
�/