11-629-016y
i r r r
i J
EXISTING PREFAB. WOOD TRU55E5
TO REMAIN
EXISTING CONC.
TOP REMAIN,
L-Li- V . ,/ -
T.O. TIE
NEW PREFAB. VALLEY WOOD TRU55E5
@ 24" O.C. BY OTHER5. SEE
TYPICAL DETAIL "A" ON 5-2.
g" PLYWOOD 5HEATING
SEE NOTES FOR NAILING
PREFAB. WOOD TRUSSES
@ 24" O.C.
PLYWOOD 5EE 5HEATING
NOTE FOR NAILING
PREFAB. WOOD TRU55E5
@ 24" O.C.
12 UPLIFT CONNECTOR. SEE PLAN
FOR TYPE OF CONNI=CTOR
3 CONNECTOR SCHEDULE.
12 UPLIFT CONNECTOR. SEE PLAN
FOR TYPE OF CONNECTOR t
3 CONNECTOR SCHEDULE.
I x2 P.T, CONT. NAILER
OVER 2xG FA50A.
ELEV: +8'-2"
T.O. NEW BEAM
r ELEV: +5-2"
T.O. NEW BEAM
PORTION TO 8E CUT / I x2 P.T. CONT. NAILER 2 X 4 PERMANENT 80TTOM CHORD
EXISTING WOOD TRU55E5 CONNECTOR 2X4 PERMANENT BOTT. CHORD f OVER 2xG FASCIA. BRACING AT 8'-0" MAX. ATTCHHD W/
TO REMAIN NEW PREFAB. WOOD BRACING @ 8-0 MAX. 2 -1.G D NAILS EA. END (TYP.)
TRU55 8Y OTHERS ATTACHED TO THE TRU55E5 W/
\-LEX15TING WOOD TRU55E5 @ 24" O.C. TO BE 2-16D NAILS AT EACH END.
CUT FLUSH W/ THE EXTERIOR FACE OF EXIST. CONC. BEAM. SEE PLAN
EXISTING CONC.T.B MASONRY WALL. A TRUSS SPECIALTY ENGINEER NEW CONC. T.B. SEE BEAM SCHEDULE FOR
TO REMAIN TO REDESIGN TRU55 5UPPORT AND CALCULATION SCHEDULE FOR DIM f- REINF. DIMENSIONS REINF.
DATA t REPAIR SHOP DRAWINGS SHALL BE
5UBMITTED TO E.O.R. AND BUILDING DEPT.
FOR APPROVAL.
NEW 2"x8" P.T.WOOD LEDGER
ATTACHED TO THE EXISTING TIE.
BEAM W/ 1-3/4" 0 WEDGE ANCHOR
BOLT.BY51MP50N @ 12" O.C. NEW 8" MASONRY WALL.
(4" MIN. EMB.). SEE PLAN FOR RF INF.
EXISTING 8' MA`J'ONKY WALL
TO REMAIN
NEW 8" BEARING WALL, SEE
PLAN FOR REINF. ,
4" CONC, 5LA8 ON GRADE U
REINF. W/ Gx Gx 1 .4x 1.4 WWW 0
OVER G MIL VAPOR BARRIER g
V AND 95 (Yo COMPACTED * O
J
TERMITE TREATED FILL,(".) rp
N �
Y4' E.J.
NEW 4" CONC. SLAB. ELEV: +0'-0"
/a" E.J. SEE PLAN FOR DIMS. i�a" E,J. T.O. SLAB
d= REINF.
ELEV: +0'-0d Ri
T.O.5LAB� /. /j -�
Z"!R
\z
/�� r /'<\ \ \ G MIL VI50 )EEN
MOISTURE 3AMER'�/� /.
95°10 COMPACTED SOIL. I
95% COMPACTED SOIL.
G MIL V15QUEEN 'I
MOISTURE BARRIER
NEW WALL FOOTING . WALL FOOTING.
NG
EXISTING FOOTING _ SEE PLAN FOOTING 5CHSEE P FOP, DIMS. REINF.
TO REMAIN 5CH. FOR DIMS. * REINF.
� SECTION
5-5 SCALE: 3/4' = P-0" 2 5 ECT I O N
�5-5j SCALE: 3/4" = P-0"
NEW PREF.WOOD VALLEY
TRUSSES @24- (BY OTHERS)
SEE TYP. DETAIL ON5-2
ELEV: 8'-2"
T.O. TIE BEAM
NEW CONE. TIE BEAM REINF.
W/ 2 #7 TOP 4 BOTT.
#3 @ I'G" O.C, MP.)
EXISTING WOOD
TRUSSES TO REMAIN.
DRJLL * EPDXY I # G @24'
O.C. IN C.L, OF FILLED CELLS
0" MIN. EMBED.) USE MY-150
EPDXY BY HILTI.
EXISTING MASONRY WALL
TO REMA(N.
NEW J" PLYWOOD. 5EE
SHEATHING NOTES FOR
NAILING.
NEW PREFAB. _
WOOD TRUSSES
@24" O.C. (BY OTHERS)
NEW CONCRETE,--�
BEAM BEYOND.
NEW CONCRETE
ARCII-BEAM.5EE SCHEDULE
EXISTING WOOD TRUSSES @ 24" O.C. TO BE FOR REINF,
CUT FLU5H W/ THE EXTERJOR FACE OF EX15T.
MA50NKY WALL. A TRUSS SPECIALTY ENGINEER
TO REDESIGN TRU55 SUPPORT AND CALCULATION
DATA * REPAIR SHOP DRAWINGS SHALL BE
5U13MITTED TO E.O.R. AND BUILDING DEPT.
FOR APPROVAL. WRAP TRU55E5 W/ 110# ROOFING
FELT PAPER TO ISOLATE WOOD FROM CONCRETE,
3 5ECTION
5-5 5C LE: 3/4" I,A-- - ~-
NEW UPLIFT CONNECTOR.
SEE PLAN FOR TYPE OF
CONNECTOR * CONNECTOR
SCHEDULE.
NEW CONC. COLUMN
BEYOND.
EXIST PLYWOOD TO BE REMOVED --
* REINSTALLED BACK. 5EE 5HEATING
NOTE FOR NAILING
NEW U5P 5TRAP RT-20 FULLY
NAILED. DADE COUNTY CONTROL
N.O.A. 02-0128.05
4 SECTION
5-'5 SCALE: 3/4' - P-0"
NEW k PLYWOOD.5EE 5HEATING
NOTE; FOR NAILING
NEW PREF. WOOD TRU55E5
@ 24" O.C. B`t OTHER5
NEW U5P RT-7 CONNECTOR 1
FULLY NAILED W/ I Gd NAILS. 2X4 PERMANENT BOTT. CHORD
AT BOTH SIDE. DADE COUNTY BRACING @ 8'-0" MAX.
CONTROL N.O.A. 02-012-5.05 ATTACHED TO THE TRU55E5 W/
2-1 GD NAIL5 AT EACH END.
NEW 4" X 8" PT WOOD LEDGER
ATTACHED TO THE CONC. W/ 1-7/8"0
WEDGE ANCHOR BOLT BY
51MP50N @ 12" O.C. (4 3/4" EMB.) "'
O.• 'A
Denis K. So
P.E. 56902 S.I.2 r
Solver Structural amiOr6hfir, nc.
7500 N.W. 25th ST Phone:(305) 592-9396
Miami, Florida V22 Fax: (305) 599-9347
E-Mail: solverstruct@c.s.,com
Partnershi' , ina. DESIGN - INSPECTION - INVESTIGATION - REPORTS
in
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DRAWN
SL
CHECKED
JCS
DATE
1-10-09
SCALE
AS NOTED
JOB NO.
2008-
SHEET INDEX
SHEET NUMBER
Sw5_