1966 BEACH AVE - CONC BLOCK WALL DWG 00
M_
U M
Z M
N
w Lf
f)00
> N (7)
10" HOOK Z � N
K) _j25 LAP MIN. �_/ N
L.L M Lu Q U
III fill [ [
v
' A '
. (1) #5 VERT. EA. COR ER, " , L.1J w to
' • INTERSECTION 0 SPA NG
27-0 ('� � w
t d
INDICATED ON PLAN (1) 5 VERT. EA. CORNER, —
2 BARS CONT. '
INTERSECTION ® SPACING w
ll
.tk"
» INDICATED ON PLAN -> >_ _� M
=d. 8 CMU WALL 'f... z U > rn
z
VERT. ® 40" O.C. 8" CMU WALL A , w Z
#5 HORIZONTAL TIE BEAM 0/)
REINFORCING #5 HORIZONTAL TIE BEAM Q v) Y V
HORIZONTAL REINF. ( ul
ONLY ONE SHOWN OR CLARITY ) REINFORCING - - - - - - , <
0 16" O.C. .. FlN. GRADE `� ( ONLY ONE SHOWN FOR CLARITY )
w
f.
8" CMUFq rn
.• I 11=1 11=1 11=1 I I I 11=
-� z
I "
HT. 6-0
" O.C. � °: ___, ,
#5 DOWELS 0 40 - _III—�I ,
TYfi�I GAl_ HORIZON AL COQ NER SPL I GE A A
� A A
FIN. GRADE —III- N L
_ 0 3/4» = 1,—o»
III N
III=III=1I1=111
00
DET. 2
•f
• • "f
(3) #5 BARS CONT. #5 A 12" O.C. IISPENE RAL„ STRUCTURAL MOTES
2'-6"
lot
1. CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10
NOTE: AMERICAN CONCRETE INSTITUTE Q
1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 11cl
0
2. MAINTAIN 3" COVERAGE ON REBAR 2. LIVE LOADS: I
SURCHARGE: NONE o c L1-J
INTERNAL FRICTION ANGLE: 30 DEGREE ( ASSUME O
Lo
.SECTION ASA BACKFILL DENSITY: 115 pcf -J
3. ALLOWABLE SOIL B :- 2500 PSF �- z �-
3/4 = 1 -0 BEARING: - W
(��
4. SOIL COMPACTION: >
SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED ( ry Q
TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557
CONTRACTOR SHALL SUBMIT DENSITY REPORT TO OWNER OR EN NEER. DET. 1 77
5. MATERIALS:
U
� J
-
CONCRETE ( NORMAL WEIGHT 28 DAYS ) 3,000 PSI
REINFORCING BAR ASTM A615, GR 60 1 Lj _
HOLLOW LOAD BEARING CMU ASTM C90, N-1 / - - m U
_ 6. CONCRETE:
» » " ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. Z
1/4» DIA. X 3 X 7 GALV. WALL TIE O 16 O.C.
a � m
1/4 X 1 TAPCON INTO EXIST. WALL FOOTINGS 3,000 PSI CC
SLAB ON GRADE 3,000 PSI G 0)
(1) (1) ALL OTHER CONCRETE 3,000 PSI
SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWSc f-
CONCRETE 50 BAR DIAMETER WITH WIRE TIES �0 3 z
• MASONRY 48 BAR DIAMETER i WITH WIRE TIES c0
UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE C iVER FOR REINFORCINGF=
SHALL BE AS FOLLOWS 3 W I ~Q
8" CMU WALL
CAST AGAINST EARTH "
SLAB ON GRADE CENTERED
EXISTING NEW EXPOSED TO EARTH OR WEATHER:
#6 THRU X11 BARS 2" - - - - -
#5 AND SMALLER—1 1/2" - - -ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING
DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND ECIFICATIONS• ALL REINFORCING
PETA I L I STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD A CESSORIES DURING PLACING OF CONCRETE
4" = 1'-O" EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN ONCRETE SHALL BE
3
/ EITHER Hilti HIT HY 200 R OR A OR EQUAL 100'-0"
7. MASONRY:
CONCRETE MASONRY UNIT ASTM C90, f n = 1500 PSI
MORTAR ASTM C270, TYPE S"
GROUT ASTM C476
ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE-MIX TYPE CONSISTING OF NON- METALLIC
AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 1 SI AT 28 DAYS
MASONRY REINFORCING:
LAPS ( TYP. U.O.N. ) 48 BAR DIAMETER
HORIZONTAL REINFORCING ASTM A-951 9 GA. MIN. LADDER TYPE AT 16" O.C.
BRICK TIES AND MASONRY ANCHORS DUR-O-WALI. OR APPROVED EQUAL
SEAL JOINT W/ BACKER TEMPORAY ACTION OF TALL HE WALLSEXTERIOR
N MASONRY
CONNECTIONS RE COMPLETED CE AND CONNECTED ELIMINATING SITE
� o
#5 VERT. ROD AND SEALANT CANTILEVER0
a
3/32 - i'-4
5 `h
;3111 1 1 1 1110
NOTES: 8" CMU
1. TERMINATE HORIZONTAL PRE-MOLDED HARD RUBBER
JOINT REINF. EA. SIDE OR PVC CONTROL ,JOINT
OF CONTROL JOINT
w
2. SEE FOUNDATION PLAN FOR LOCATIONS
n Q
i p
PETA I L 2 P41 ND LOAD NOTES j
O W
3/4" = 1'-0" CODES: FLORIDA BUILDING CO)E 2014
AND ASCE-7-10
ULTIMATE DESIGN WIND SPEED It. : 130 MPH JOB NO. J 1571
BUILDING RISK CATEGORY: II
DRAWN: JWJ
WIND IMPORTANCE FACTOR: 1 1.0
WIND EXPOSURE: D ,.Y U L:
•�(',ENS•••�� o,� DATE: 08-17-15
ENCLOSURE: MASONRY WALL SIGN ) '.,
WIND PRESSURE: 44 PSF
6 SCALE: SHOWN
NOTE: -
AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 -
DRAWING NO.
••.1■ ♦••� \4'4`.•4.
y-
ainut`i4"
:r