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GENERAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEEL AND WOOD
1, ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2014, 5th Edition
2, ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT THAT FOLLOWS FS CHAPTER 553
AND FBC 1013.L
3, PLANS NOT APPROVED AS STATED IN •2 ARE CONSIDERED UNLAWFULLY PERMITTED.
4. PLANS NOT APPROVED BY QUALIFIED REVIEWERS BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED INVALID AND UNLAWFULLY PERMITTED.
THIS IS THE RESPONSIBILITY OF THE CONTRACTOR/PERMI I I TO CONFIRM,
5, THE DESIGN ENGINEER HAS NO RESPONSIBILITY OR LIABILITY FOR PLANS USED TO BUILD ANY STRUCTURE THAT ARE EITHER INVALID OR UNLAWFULLY PERM
ITTED,
6. DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS.
1, ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION 16 TO BE BURIED WITHIN 15' OF ANY BUILDING OR PROPOSED
BUILDING, FILL TO BE CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR GAPS SHALL BE
CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE
S. SOIL BEARING Z500 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM D-1551, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE CERTIFICATE.
S, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING" ACI 318-05:
a. CEMENT: ASTM C-150, TYPE 1
b. WATER: POTABLE -
c. AGGREGATE: ASTM C-33
d. REINFORCING STEEL: ASTM A-615, GRADE 40
®. SLUMP: 5 INCHES MAX
f, METAL ACCESSORIES: ACI-315
g. REINFORCING MESH: F15ERMESH OR ASTM A-185, 6X6 W1,4A11.4
H. CURING COMPOUND: ASTM C-30S, TYPE I
I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE
J. RESPONSIBILITY OF THE CONTRACTOR.
k. TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM
I, FINISHES: FLOOR SLABS - STEEL TROWEL FINISH.
1, WALKS 4 DRIVES - BROOM.
IT. FLOORS TO RECEIVE TILE - BROOM.
m, SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-0" O/C AS SOON AS CURING PERMITS
1, NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR.
10. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE:
a. 3" CONCRETE DEPOSITED AGAINST GROUND,
b. 11V" WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE.
c. 3/4" WALLS NOT EXPOSED TO THE WEATHER,
d. 11@" COLUMNS,
a 115" BEAMS, (OVER MAIN REINFORCING)
F. 3/4" STRUCTURAL SLABS, FROM SURFACE,
II. ALL CONCRETE SHALL BE PLACED WITHIN SO MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE MIX.
12. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS SHALL ATTAIN A MIN, STRENGTH OF 3,000 PSI
13, ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS
14, GRADE 40 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PER ACI-318.
15, PLACE ONE 05 BAR AT EACH SIDE OF MASONRY OPENINGS 4 4'0" SPACING. (U.O.N.) HOOK TOP OF COLUMN BARS INTO TIE BEAM
16. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL,
11. MASONRY TO CONFORM WITH ASTM C-50, fm - ISOO PSI. TYPE M MORTAR PER ASTM C-210, fm • 2500 PSI. MA50NRY CONTRACTOR TO VERIFY WALL HEIGHTS,
BEAM DEPTHS, AND MASONRY OPENING SIZES PRIOR TO CONSTRUCTION.
IS, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
IS. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. DESIGN ENGINEER IS NOT
LIABLE FOR ANY CONSTRUCTION THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITING,
20. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED,
21. CONTRACTOR 16 RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD SHEATHING
MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI 4 WTCA PUBLICATION "BUILDING COMPONENT SAFETY
INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-SI.
22. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION
SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS,
23. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR
MATERIAL,
24, WIND LOADS: FBC 2014, 5th EDITION, ITO MPH, 3-SECOND GUST, EXPOSURE C.
8" x 8" BEAM BLOCK
FILLED W/1 •5 REB CONTI
L3,, FROM GRADE I
TOP OF WALL
W x 8" FILLED CELLS
W/1 •5 REBAR VERT,
3000 PSI PUMP MIX
MINIMUM 5'0" O/C TYP.
8" CMU SITE
WALL W/FILLED CELLS
'sRADE EXISTING GRADE
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DOTING WITH (3) #5 RESAR
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FBC 2014, 5Lh EDITION:
WIND SPEED: 110 MPH
(3-SECOND GUST WIND SPEED)
FBC 2014,5th EDITION, EXISTING
BUILDING CODE
RISK CATEGORY: II
EXPOSURE: C
NOTE :
ENGINEER MET WITH CONTRACTOR REVIEW
PHOTOS AND INSPECTED THE WILL AS -IS
AND APPROVES THE WORK, IT COMPLIES WITH
THESE DRAWINGe.
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