13-339-011GENERAL NOTES
1. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.
IN EVENT OF CONFLICT NOTIFY ARCHITECT BEFORE PROCEEDING.
2. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER
OPENINGS AND CHASES SHALL BE PROVIDED.
3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL.
FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT MORE THAN 12"
DEPTH AND TO 95% DENSITY AS PER A.S.T.M. PROCTOR TEST OR MODIFIED PROCTOR TEST.
CONTRACTOR SHALL SUBMIT TEST RESULTS.
4. SOIL STATEMENT:
BASED ON VISUAL INSPECTION OF THE SOIL CONSISTS OF UNDISTURBED SAND & ROCK WITH
MAXIMUM CAPACITY OF 2000 PSF. THE ARCHITECT OR ENGINEER SHALL SUBMIT TO THE CITY
INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED.
S. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 28 DAYS
AS FOLLOWS:
FOUNDATIONS AND SLABS ON GRADE 3000 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
FOUNDATIONS 3 INCHES
COLUMNS 1 -112 INCHES
SLABS ON FILL W.W.F. AT CENTER OF SLAB
6. GROUT STRENGTH 3000 PSI WITH 9" MAX. SLUMP.
7. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE 60 SPEC. WITH A MIN.
YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED AND PLACED AS
RECOMMENDED BY A.C.I.
8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A.S.T.M. A -185, DOUBLE W.W.F. 36" ON
EACH SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC FOOTINGS.
9. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO A.S.T.M. C270,
TYPE "M" MORTAR.
10. ALL STRUCTURAL LUMBER SHALL BE #2 SOUTHERN PINE OR BETTER.
11. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE SECURED WITH
APPROVED METAL TIES, CLIPS AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS.
PROVIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE.
12. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
211"- x S -0' LONG
ROD TO BE 11ED 1
VERTICAL BAR
REMAINING INTERI
FACE OF BLOCK
VERTICAL BAR
0 1 # 5 DOWEL (x
TIED M # 5 VEF
LOCAMON MAp (NTSJ
O
.36
lo
o ror/j///
ti
x.00
SHUTTERS OR HIGH IMPACT
GLAZING REQ'D.
H
\PROVIDE 8' X S' CAST IN
PLACE CONCRETE WINDOW
SILL VVITH 2 #5 CONTIN,
TYPICAL WINDOWSILL
(NTS)
1 x4 PT WD W/ 1/4" x 2 -3/4" TAPCON SCREW
® 4" O.C. FROM END & 15 O.C. MAX. 1-1/2'
PENETRATION MIN.
...,..'HER STRIPPING
PERIMETER CAULKING
& BACK BEDDING
WINDOW JAMB DETAIL
N.T.S.
)RILL 3/4" x 6' DEEP HONE
TO RECEIVE DOWELS AND
FILLED WITH EPDXY GROUT
1 # 5 VERTICAL BA
CONCRETE GROUT V
8' TO 10' SLUMP
REMOVE EXTERIOR
FACE OF BLOCK
DETAIL
SCALE: 3/4' . 1' -0'
(TYPICAL OCTAL SHONNO PROPOSED INSTALLATION OF
VERTICAL BARS IN Don CONCRETE &M WALLS)
SECTION
SCALE: 3/4' - 1' -0'
NOTES:
PROVIDE HORIZONTAL JOINT REINFORCEMENT
BETWEEN EVERY OTHER COURSE w /MIN. #9
LADDER TYPE. REINF. TO EXTEND INTO
TIE COLUMN MIN. 4 ".
LEGAL DESCRIPTION: Lot 8, Block L "UNIVERSITY GARDENS SUBDMSION NO. I", according
to the plat thereof, as recorded in Plat Book 89, at Page 15, of the Public Records of Miami -Dade County,
Florida.
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