09-384-0049-
�o
-2N
a �m
�Ogo
a
WI
a �m
�o
B C
S -2 S -2
EL- +66' -8'
TA. SLAB
ROOF LEVEL
EL. +84'4"
TA. SLAB
(pth LEVEL
jj4EL +43' -10'
L�VE
EVEL
EL. +33' -4"
TA. SLAB
4th LEVEL
jj4EL. +22' -10'
T.O. SLAB
3rd LEVEL
FIRST FLOOR
ROOF PARAPET.
EL. +12' -4'
T.O. SLAB
2nd LEVEL
EL. +0' -0"
TA. SLAB
S E
C T
I O
N
�-2SCALE:
3/16" -
1' -0"
OF THE REINFORCING STEEL: THE OTHERWISE•NOTE15SIN TNI iPLANS, OR
EXISTING CMU
IIIAI I
WALL REINFORCEMENT,
SEE DETAILS B t C.
EXISTING COLUMN.
EXISTING CMU
WALL.
:ONCRETE PARAPET.
.L. +66' -8"
r.O. SLAB
ROOF LEVEL
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR 01 OR
1" DEEP FOR %, USE HILTIHIT HY
50 MAX ADHESIVE ANCHOR, TYP.
EXISTING CMU WALL TO
BE REINFORCED.
PROVIDE 1 -n tv 24" o.c. AT
EXISTING BLOCK WALL AND
FILL REINK CELLS WITH
GROUT.
=L. +54' -4"
r -O. SLAB
'th LEVEL
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR wl OR
I" DEEP FOR %, USE HILTIHIT HY
5O MAX ADHESIVE ANCHOR, TYP.
TYPICAL EXTERIOR WALL DETAIL
BETWEEN (oth AND ROOF LEVEL.
DETAIL
S -2 SCALE: 3/4" = I' -0"
SIM(
A')'-All /\/I=)
3
S -1
PARTIAL FLOOR PLAN N
1 SCALE: 1/4' = V -0'
GENERAL STRUCTURAL NOTES:
I.- WIND DESIGN CRITERIA:
REINFORCED CMU WALLS EXPOSED TO WIND HAVE BEEN DESIGNED
PER THE GUIDELINES OF THE ASCE 1 -2002 BUILDING CODE.
DESIGN WIND SPEED = 146 MPH
IMPORTANCE FACTOR = 1.15
EXPOSURE CATEGORY = C
DIRECTIONALITY FACTOR (Kci) = 026
DOWEL RE -BAR INTO EXISTING TIE 2.- REINFORCING STEEL:
SEAM, 8" DEEP FOR 01 OR TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305,
P DEEP FOR %, USE HILTIHIT HY AND CONFORMING TO ASTM A -6151 GRADE 60. LAP CONTINUOUS BARS
50 MAX ADHESIVE ANCHOR, TYP. 48 -5AR DIAMETERS.
D E
T A I
L
150 MAX ADHESIVE ANCHOR:.. DRILL HOLES 118- BIGGER TWAN' THE DIAMETER
OF THE REINFORCING STEEL: THE OTHERWISE•NOTE15SIN TNI iPLANS, OR
:ONCRETE PARAPET.
.L. +66' -8"
r.O. SLAB
ROOF LEVEL
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR 01 OR
1" DEEP FOR %, USE HILTIHIT HY
50 MAX ADHESIVE ANCHOR, TYP.
EXISTING CMU WALL TO
BE REINFORCED.
PROVIDE 1 -n tv 24" o.c. AT
EXISTING BLOCK WALL AND
FILL REINK CELLS WITH
GROUT.
=L. +54' -4"
r -O. SLAB
'th LEVEL
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR wl OR
I" DEEP FOR %, USE HILTIHIT HY
5O MAX ADHESIVE ANCHOR, TYP.
TYPICAL EXTERIOR WALL DETAIL
BETWEEN (oth AND ROOF LEVEL.
DETAIL
S -2 SCALE: 3/4" = I' -0"
SIM(
A')'-All /\/I=)
3
S -1
PARTIAL FLOOR PLAN N
1 SCALE: 1/4' = V -0'
GENERAL STRUCTURAL NOTES:
I.- WIND DESIGN CRITERIA:
REINFORCED CMU WALLS EXPOSED TO WIND HAVE BEEN DESIGNED
PER THE GUIDELINES OF THE ASCE 1 -2002 BUILDING CODE.
DESIGN WIND SPEED = 146 MPH
IMPORTANCE FACTOR = 1.15
EXPOSURE CATEGORY = C
DIRECTIONALITY FACTOR (Kci) = 026
DOWEL RE -BAR INTO EXISTING TIE 2.- REINFORCING STEEL:
SEAM, 8" DEEP FOR 01 OR TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM A -305,
P DEEP FOR %, USE HILTIHIT HY AND CONFORMING TO ASTM A -6151 GRADE 60. LAP CONTINUOUS BARS
50 MAX ADHESIVE ANCHOR, TYP. 48 -5AR DIAMETERS.
;L- +43' -10"
+33' -4"
+22' -10"
+12' -4"
INt��F !nd ME
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR 01 OR
I" DEEP FOR %, USE HILTIHIT HY
50 MAX ADHESIVE ANCHOR, TYP.
TYPICAL EXTERIOR WALL DETAIL
BETWEEN 2nd AND (oth LEVEL.
D E T A I L
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3.- ANCHORING EPDXY:
FOR ANCHORING REINFORC „ Sf8EL`iN EXISTING CQNC , TE USE HILTI NIT HY
150 MAX ADHESIVE ANCHOR:.. DRILL HOLES 118- BIGGER TWAN' THE DIAMETER
OF THE REINFORCING STEEL: THE OTHERWISE•NOTE15SIN TNI iPLANS, OR
UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'SVbOMMENDATIONS.
4.- MASONRY:
ALL VERTICAL REINFORCEM04T, AS SPECIFIED ON PLANS, SHALL BE PLACED IN
FULLY GROUTED CELLS. DOWELS SHALL BE PROVIDED TO ENSURE CONTINUITY
EXISTING CMU WALL TO
OF REINFORCEMENT AT THE STRUCTURE ABOVE AND BELOW. ALL LAPS SHALL
BE REINFORCED.
BE SPLICED MINIMUM 48 BAR DIAMETERS. ADDITIONAL VERTICAL WALL
REINFORCEMENT SHALL BE PROVIDED AT ALL WALL ENDS;- CORNERS,
INTERSECTIONS AND AT ALL WALL OPENINGS NOT BOUND - B CONCRETE
COLUMNS. M1
GROUT SHALL CONFORM TO ASTM C 41(o WITH A MINIMVt1,..2$. AY COMPRESSIVE
PROVIDE 1 -% 6 40" oz. AT
STRENGTH OF 2000 PSI. txu
EXISTING BLOCK WALL AND
PROVIDE CLEANOUT HOLES IN REINFORCED WALL .CELLS BOTTOM OF EACH
FILL REINK CELLS WITH
POUR CLEAN CELLS FREE OF MORTAR AND DEBRIS:-TIE ICAL
GROUT.
REINFORCEMENT. -
MAXIMUM VERTICAL DROP FOR GROUTING SHALL NOT X D 12• FEET. GROUT
SHALL BE CONSOLIDATED BETWEEN LIFTS BY RODDI MECHANICAL
VIBRATION. VERTICAL REINFORCEMENT WITHIN TERMINATI JALLS SHALL
EXTEND TO 11/2" BELOW TOP OF CONCRETE CAP./TIE: BEAN�I OVE.
i't rr ri.fQ yr,
;L- +43' -10"
+33' -4"
+22' -10"
+12' -4"
INt��F !nd ME
)OWEL RE -BAR INTO EXISTING TIE
3EAM, 8" DEEP FOR 01 OR
I" DEEP FOR %, USE HILTIHIT HY
50 MAX ADHESIVE ANCHOR, TYP.
TYPICAL EXTERIOR WALL DETAIL
BETWEEN 2nd AND (oth LEVEL.
D E T A I L
,DUN MtA{�11
O� Qu Lp►NG Of-PT-
, ,,ov0 t* SECT ION
7
o /ry o
$u /tD )v rN MIA
Sr,F Cu � DEpT n7l .
�pRC�EO 8Y
Y�