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ADDITIONAL NOTES - REINFORCED MASONRY , , GENERAL ROTES - • - . ',_•_ _ -t._ '
1. All exterior concrete masonry unit walls -shall . provided •
with horizontal joint reinforcing in alternate courses; 1. All poured in place concrete shall have a minimum .
t ndard No 8 ladder type for reinforced masonry, and truss aompresaive strength of 3000 p. s, I. at 28 days. •
s a
type for non - reinforced masonry. Joint reinforcement shall
•
extend 4" into tie columns.
2.
All aonarete work sall be in accordance with
h
"Specifications For Structural Concrete For Building " .
2. All masonry units shall conform to ASTM C90, type 1, grade N -1
'of ". Minimum compressive
"'ACI 301, unless otherwise not. "
_� ed
with a minimum shell face 1 -1/4
strength (f'm) shall be 2500 p.s.i. Mortar shall conform to
ASTM 0270 type M. Reinforced masonry shall comply with the
3.
'
No admixtures are permitted without written approval.
requirements of "Building Code Requirements for Masonry
Structures ", ACI 530 -92 / ASCE 5 92 / THS402/92 and the
4. '
'
Reinforcing steal is to be new billet steel conforming
following:
to A.3.1%11. A-615, grade 60 specifications, fabricated...
a. Vertical shells to be grouted shall provide
iri accordance with the "Manual Of Standard Practice" of
the C. R. 3. I. unless otherwise noted., and placed in
vertical alignment to maintain clear, unobstructed
not less than
,
aacdrdanee with the A. C. I. "Building Code and Manual of
continuous vertical cores measuring
2" x 3 ", and shall be kept clear of mortar
k •
Stiandnrd Practice ". .
protrusions and droppings.
'9"
5.
Minimum Cover: Footings 3 "; Columns 2 "t Beams 1 -1/2 ";
b. Grout shall be a plastic mix with a slump of
Interior 51abs 1 "; Exposed Slabs 1 -1/2 ", unless
( + / -1 "). Minimum compressive- strength of grout,
otherwise noted. . .At
(f,c), shall be 3000 p.s.i.
I
-
C. Grout shall be placed before any initial set has
6!
All. structural $teal shall be ASTM IC -36 (Fy a 36000
to A. I. S. C. Specifications.
taken place, and the grout shall not be retempered
p, s. J. ) and shall cort£orrq
, - with water. Grouting shall be one continuous
. operation in lifts not to exceed four feet, (4'-
7•
All aontteativtts �o be field or shop welded to develop
- 0 "), with a maximum pour of 12 feet.
the full strength of the members Joined.
d. Grouting shall be consolidated between lifts by
e.
All bolts shall be ASTM q -325.
rodding, puddling or mechanical vibration.
e. Reinforcing bar splices shall be a minimum of 48
9.
•Shop coat all atcuetural' steel with Auatoleum "769 "'Red
bar diameters.
Primer.
10.
All masonry walls shall be capped with an 8" x 12"
4
'
concrete tie, beam with 2 - #5 bars top and'bottom;
".
•
(k3 ties at 12" in each corner, 03 ties. at 48
elsewhere; provide #5 *corner bars extending 30" each
- ik5 vertical
way. .Tie columns shall be 8" x 12" with 4
ties 0 12 ". Starter columns shall be 8"-X 8" .
and No. 3
with 2 - ik5 vertical. Anchor columns to footings and
tie beams' and tie at corners as ,required by the ':
'
S. 'B.C. C. Provide #8 truss type horizontal Joint - .
-
-
reinforcing in alternate courses. Masonry_.units „shall”
Hollow Load
conform to the Standard Specification for
Hearing Concrete Masont`y Units, ASTM C90. Mortar shall
j
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be type M,• ,
11.
Timber shall be No. 2 Southern Fine. Plywood of
* !/ "
shgathinq shall be n minimum thickness of 5/8" and
.
._:
shall be Fastened to supports with 8d galvanized common
nails with a maximum spading of 12 inches on canter in
the field and 6 inches on center at panel edges.
12.
' Door and window openings in masonry walls-'sholl•'•have "
to be
lintels checked by Archieat /Engineer. Lintels
is
,)
integral with tie beams when the head of the opening
Provide
c,..
16" ar lead below the bottom of ttte tie beam.
{
additional 2 - (k5 bars where drops are �6" or more.
lintel
i
Kn�.mum bearing 8 inches each side. Minimum _.
'
hall be 8" deep with 2 - it4 top and bottom fo'i• spans
",.-: 12" deep
eats • than 6' -0 "t 'pans 4�eater than' 6' - 0
half'the reinforcement
•
eith 2 - #S top and bottom, (use ,
,c
for 4" walls). _)I
' '
•
..
.
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i�"�C��0� Im : _= - - 2858evilla Avenue
CQ�al Gables;-Fl- Fl. 3334'
:4.A 29$2- - � - - -' , = -, -= -
Aichitecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A".
AR #5953
. • . Registered Architect:
Florida Comteefim
Georgia S. Carolina
(305) 4464354 ,
FAX: 444 -0181 . 1.
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