12-591-014lam
M
KI
M
M
D
Mr
A
2' x 4' No. 2 SOUTHERN YELLOW PINE GROSS
BRACING MEMBERS FASTENED TO TRUSSES WITH
2 -16d NAILS EACH END.
5/8' 'COX' PLYWOOD
SHEATHING NAILED TO
EVERY SUPPORT W/ 10d 12
14 GA X I' GALV. STEEL NAILS 9 4' 3
STRAP AND SEAT SEE
CONNECTOR SCHEDULE
10 12 ( 13 14
NEW PRIER WD SCISSORS TRUSSES 24'.
2' x 4' No. 2 SOUTHERN YELLOW PINE CRASS
BRACING MEMBERS FASTENED TO TRUSSES WITH
2 -16d NAILS EACH END.
5/8' 'CDX' PLYWOOD
SHEATHING NAILED TO
EVERY SUPPORT W/ 10d
NAILS e 4'
PLYWOOD
SHEATHING NAILED EVERY SUPPORT �
n.
•8►
NAILS a 41
5!8' WELDED ANCHOR 24`
EXIST. 5/8' 'GDX'
PLYWOOD SHEATHING
1'X6' ILA, FASCIA BOARD 3' 3' – –
EL +8'-10'
TOP OF TIE BEA1'1� NEW 4 X 2 CONT. WD. SLEEPER OVER
NEW CONC. TIE BEAM L 4 X 4 X 1/4'X 6' �� EXISTING 4 X 8 WD RAFTERS W/ J' LAG
CONT. 2 X 6 WD FASCIA W! 1 0 'USP' HANGER UH26 W 16 -10d NAILS W/ 5 /8'05OLTS THR J SCREWS X 3' MIK INTO EXISTING
RAFTERS.
2 -14od NAILS,TYP. .: u `' EXIST. EXPOSED 4 X 8 WOOD RAFTERS
CONT. 2 X 4 PT. WD. PL W! #` 4 20'
.
DIAM. X 3 -1/4' 'TAPCON' U2' X 15/8' X 12' TOP CAP PLATE NEW CONCRETE BEAM
SCREWS. 3/16'
SEE SCHEDULE.
NEW CONCRETE BEAM
SEE SCHEDULE
TS FILLED SOLID
W/ CONC. GROUT CONCRETE TIE COLUMN e BEYOND. BEYOND
y
q ,
10 5 CONT.
CONC. TIE BEAM BEYOND
EXIST. CONCRETE TIE BEAM TO REMAIN.
14 GA X I` GALV. STEEL —
STRAP AND SEAT SEE
CONNECTOR SCHEDULE
1'X6' WD. FASCIA BOARD
CONT, 2 X 6 WD FASCIA W1
2 -16d NAILS,tYP.
CONT. 2 X 4 PT. WD, PL W/'
DIAM. X 3 -V4' 'TAFCON'
SCREWS.
8' CMU WALL, FOR
REINFORCE SEE FLAK
14 GA X I' GALV. STEEL
STRAP AND SEAT SEE
1
CONNECTOR SCHEDULE 3 —
CONC. TIE BEAM
T
COMPACTED FILL \— MONOLITHIC FOOTING .
—T—EXIST. CO
SEE SCHEDULE FOR REINFORCEMENT.
CONCRETE FOOTING
TO REMAAN.
SECTION '1
cs . H MIAMI
'caxi is,4 SECTION
5/8' 'COX' PLYWOOD
SHEATHING NAILED TO
EVERY SUPPORT W/ 10d Otty E b 13Y.
NAILS is 4' �.
CONC. BEAM
CONC. BEAM BEYOND
L
K
H
G
2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15
r
IA
7
CONC. COLUMN( BEYOND --1
CONC. COLUMN BEYOND
.
CONC. COLUMN BEYOND
COLUMN BEYOND
8' X 8' CONCRETE CAP
BEYOND?
8' X 8' CONCRETE CAP
BEYOND
a
a
8' CMU WALL BEYOND
m
NEW CONC. SLAB
}
NEW GONG. SLAB _ n.._ __. _ .. , _
ID
�.--
- X- X- X- X- X- X- X- X- X- X- X- X- X- X- X- X- x— X- x- x- x- X- X- X- x- x- x- x- x -x -x -X x -x-
- x -x -X- --�
L
K
H
G
2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15
r
IA
7