10-225-014EXISTING WOOD TRU55
TO REMAIN
EXISTING CONC, BEAM TO REMAIN—-"
NEW 3"x5" P.T.WOOD LEDGER
ATTACHED TO THE EXISTING
CONC. BEAM W1
14" 0 WEDGE ANCHOR BOLT
4
5IMP50N @I G" O.C.(4" MIN.
EXISTING TB TO REMAIN
EXISTING 8" MASONRY
WALLJO REMAIN
C 10' x 25' CONT. GALV. CHANNEL
(BOTH SIDE5) ATTACHED TO THE
WALL W1 (I) -7/8" 0 THRU BOLTS W1
WA5HER5 @ 12" O.C. (CONDITION 1)
EXISTING CONC, FOOTING
TO REMAIN
U.S.P RT-7 FULLY NAILED
TO THE WOOD TRU55
W1 5d NAJIJ5 + 5-8d
NAILS TO PLATE.
KO.A. 07- 030G.10
8"x 8" x %" STEEL PLATE
(fy=3GK51) WELDED TO COLUMN.
4" X 4"X 112" GALV.5TEEL COLUMN.,
SEE COLUMN SCHEDULE ON 5-8
NEW 2" X G" WOOD LEDGER ATTACHED
TO THE STEEL BEAM W1 # 1-3/4" 0
THROUGH BOLT W1 WASHER @ EACH
CONNECTION LOCATION
T5 (8" X 4"X J')
GALV.5TEEL TUBE
DKILAR""'(SVED DETAIL "All
SCALE: I"= V-0"
KiFiA/ 'wA wnnn RI nremr_
b6.
EXISTING &MASONRY
TO REMAIN
T 3-1 _16- 7 <T Y P
A ELEV. +9-7" (DATUM
)
T.O. Of T5
irf
FILL MASONRY CELL
W/3000 PSI GROUT.
EACH CONNECTION.
L.10f L_ I I \11 L_ L."
5CALE: 1 1/2"= 1 "-0'
NEW t PLYWOOD, SEE 5HEATING
NOTES FOR NAILING
U.5 ' P KT-7 FULLY NAILED
ED
TO THE WOOD TRUSS
W1 5d NAILS * 5-8d NAILS TO PLATE.
(N.O.A. 07- 030G.10 )
NEW 2" X G" WOOD LEDGER ATTACHED
TO THE STEEL BEAM W1 # 1-3/4' 0
THROUGH BOLT W1 WASHER @ EACH
CONNECTION LOCATION
5EE ENLARGED DETAIL "A"
ON TH15 511EET
I � (0- X 4" x 9) 2XG MIN, T * G PANELS
GALV.5TEEL TUBE ATTACHED TO THE TRU55F_5
SEE PLAN W1 2-1 G GALV. NAILS
@ EACH END
8"x 8" x 3/ '5TEEL PLATE
(fy=3GK51) WELDED TO COLUMN.
- DECORATIVE 12'X 12" COLUMN
4" X 4" X 1/24 GALV.5TEEL COLUMN.
SEE COLUMN SCHEDULE ON 5-8
NEW G" CONC. SLAB ON GRADE
REINF. W1 G x G x 1.4 x 1.4 WWW
OVER G MIL VAPOR BARRIER
AND 95 %Q COMPACTED *
TERMITE TREATED FILL.(TYP.)
T.O. Of CONC.5LA5
#4 12" BOTT,
.1;±l `
0, ��: #4
1 #4 CONT.
G MIL VISQUEEN #4 @ 12" 5,
MOISTURE BARRIER—/ NEW 150LATED CONC. CONT. TEMP.
WALL FOOTING.
SEE PLAN t FOOTING
5CH. FOR DIMS. * REINF.
,5ECTION( I
NEW CONC.WALL FOOTING.
5CALE: 3/41 = P-0" SEE PLAN * FOOTING
� �_ 5CH. FOR DIMS. * REINF,
DETAIL 11CII
5CALE: I ItZ'= 1"-0"
01
(8" X 4 112" X 3/4")
STEEL ANGLE
3140 0 5.5. KWIK BOLT III
P. BY HILTY X 5" EMB.
rl IRF
(SEE PLAN FOR DIM.)
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTUR-14'ACTIOV
VIPROVED BY.
Denis K. Solana
P.E. 56902 S.I. 2046
'olver Structural Partnership, Inc.
500 N.W. 25th ST Phone:(305) 592-9396
UITE 205
liami, Florida 33122 Fax: (305) 599-9347
E-Mail, solverstruct@c.s,com
ESIGN - INSPECTION - INVESTIGATION - REPORTS I
DAVITS -, SCOTT TRAUTMAN
A R C H I T E C T
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