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I. GENERAL
STRUCTURAL 5Y5TEM FOR THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE, 2004 EDITION (HIGH VELOCITY HURRICANE ZONE).
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS,
INCLUDING DIMENSION$, PERTAINING TO THE PROJECT AND FOR PROVIDING AN
IMMEDIATE NOTIFICATION TO THE ARCH I TECT/ENG [NEER OF ANY DISCREPANCIES FOUND
BETWEEN THOSE AND THE INFORMATION PRESENTED WITHIN THE DRAWINGS.
ALL 5TRUCTURE5 AND EQUIPMENT SUPPORTED BY THE FOUNDATION SYSTEM AND SLABS
SHALL BE DESIGNED BY A SPECIALTY ENGINEER. SPECIALTY ENGINEER SHALL BE
SOLELY RESPONSIBLE FOR DIRECT CONTACT WITH THE BUILDING DEPARTMENT WHILE
OBTAINING BUILDING DEPARTMENT'S APPROVAL AND PERMIT FOR H15 /14ER PORTION
OF WORK (INCLUDING PROVIDING RE6PONSE5 TO REVIEW COMMENTS, SUPPLYING
ADDITIONAL CALCULATIONS AND PLANS, ATTENDING MEETINGS, ETC.).
IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE METHOD AND
SEQUENCE OF CONSTRUCTION PROCEDURES AND TO ENSURE SAFETY THROUGHOUT THE
PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL USE STRUCTURAL DRAWINGS IN
CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO
COORDINATE LOCATION OF DEPRESSED SLABS, SLOPES, ORAIN5, OUTLETS,
RECESSES, BOLT SETTING$, -SLEEVES, DIMENSIONS, ETC. DRAWINGS SHALL NOT BE
SCALED.
CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL VERIFICATION OF ALL DIMENSIONS,
ELEVATIONS, CLEARANCES, ETC. OF THE FRAMING SHOWN ON THE STRUCTURAL
DRAWINGS AGAINST INFORMATION PROVIDED BY MANUFACTURERS OF SELECTED
EQUIPMENT AND ASSOCIATED WALLS, BEAMS, ETC. PRIOR TO PROCEEDING WITH ANY
RELATED PORTION OF WORK CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY
REMEDIAL WORK AND FOR ITS IMPACT ON WORK SCHEDULE RESULTING FROM FAILURE TO
PROVIDE EARLY NOTIFICATION OF SUCH CONFLICTS TO THE DESIGN TEAM.
POTENTIAL CONFLICTS, ERRORS OR OMM15510N5 PRESENT WITHIN THE DRAWINGS
(WHETHER WITHIN STRUCTURAL DRAWINGS OR BETWEEN STRUCTURAL, ARCHITECTURAL
AND M.E.P. DRAWINGS) SHALL BE IDENTIFIED BY THE CONTRACTOR DURING HIS/
HER EARLY REVIEW OF THE PROJECT DOCUMENT5. SUCH CONFLICTS, ERRORS OR
OMMI5510NS SHALL BE COMMUNICATED TO THE ARCHITECT IN WRITING PRIOR TO
COMMENCEMENT OF WORK. IN THE EVENT OF FAILURE TO PROVIDE SUCH A NOTICE
AND SUFFICIENT TIME FOR A RESPONSE, THE CONTRACTOR SHALL BECOME
RESPONSIBLE FOR C05T OF ALL WORK OR REMEDIAL WORK RESULTING FROM SUCH
CONFLICTS, ERRORS OR OMISSIONS, AS WELL AS FOR ITS IMPACT ON THE
PROJECT SCHEDULE.
PARTIAL DIMENSION PLAN
SCALE: 1/4' = 1' -01
GENERAL STRUCTURAL NOTES
CONTRACTOR AGREES TO HOLD THE OWNER, ARCHITECT, ENGINEER, AND /OR
ANY OF THEIR EMPLOYEES OR AGENTS, HARMLESS FROM ANY AND ALL DAMAGE AND
CLAIMS WHICH MAY ARISE BY A REASON OF ANY NEGLIGENCE ON THE PART OF THE
CONTRACTOR, OR ANY OF HIS SUBCONTRACTORS, OR ANY MATERIAL AND EQUIPMENT
SUPPLIERS, AND /OR ANY OF THEIR EMPLOYEES OR AGENTS, IN THE PERFORMANCE
OF THIS CONTRACT. IN CASE ANY ACTION 16 BROUGHT AGAINST THE OWNER, OR
ARCHITECT, OR ENGINEER, OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, TO THE FULL
SATISFACTION OF THE LATTER PARTY.
2. DEMOLITION (SHOP DRAWINGS REQUIRED)
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, REMOVAL AND
PROPER DISPOSAL OF EXISTING INTERIOR SLA55 -ON- GRADE. REFER TO
ARCHITECTURAL DRAWINGS FOR GUIDANCE ON RELOCATION OF EXISTING PIPING,
CABLES, ETC. FOUND WITHIN THE AREA OF WORK
3. ALLOWABLE BEARING
FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE 501L BEARING FRE58URE OF
5,000 PSF AS PER 'SUBSURFACE EXPLORATION REPORT, PROPOSED BUILDING, SW 12
STREET AND SW 61 COURT, SOUTH MIAMI, FLORIDA' DATED 05 -04 -2001, PREPARED
BY ARDAMAN AND ASSOCIATES. ALL CONCRETE SHALL BE PLACED ON UNDISTURBED
501L (WITH ALL LOOSE MATERIAL REMOVED FROM BOTTOM AND 61DE5 OF EXCAVATIONS).
FOLLOWING COMPLETION OF EXCAVATIONS, EXISTING 501L CONDITIONS SHALL BE
TESTED BY AN APPROVED GEOTECHNICAL LABORATORY RETAINED BY THE OWNER
THE LABORATORY'S ENGINEER SHALL PROVIDE THE ENGINEER -OF- RECORD AND ARCHITECT
WITH A SIGNED AND SEALED LETTER STATING THAT SOIL CONDITIONS ARE IN
CONFORMANCE WITH THE DESIGN ASSUMPTIONS CONTAINED WITHIN THESE DRAWINGS
(5,000 P -SF). A MINIMUM OF FOUR TESTS (ONE AT CENTER OF EACH OF FOUR SIDES
OF PERIMETER OF NEW EXCAVATION), UNLESS MORE ARE DEEMED AS REQUIRED BY
THE GEOTECHNICAL ENGINEER ADDITIONAL COMPACTION, FILL, ETC. (IF REQUIRED
BY THE GEOTECHNICAL ENGINEER) SHALL BE PAID FOR BY THE OWNER
PROVIDE 6 -MIL, NON - POLYETHYLENE VAPOR BARRIER BELOW ALL NEW CONCRETE
(LAP SHEETS MINIMUM OF 6' AND SEAL WITH MANUFACTURER'S SPECIFIED TAPE,
TAPE ALL PENETRATIONS).
4. PROTECTION AGAINST TERMITES
PROVIDE SOIL TREATMENT FOR PROTECTION AGAINST TERMITES AS PER FBC 1816.1.1
PERFORMED BY A LICENSED PEST CONTROL COMPANY. FOLLOWING COMPLETION OF
WORK, THE COMPANY SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER STATING:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
1 i7\--EX15T'G SLAB—\
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ACCELERATOR ENCLOSURE I _ _ ;tI- I
WALLS (DESIGNED BY A I C� St —' la I
SPECIALTY ENGINEER)
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\® SCALE: 1/4" = 11-0"
5UBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND
LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES'.
5. CONCRETE
CAST -IN -PLACE CONCRETE TO ATTAIN THE FOLLOWING MINIMUM 28 -DAY COMPRE651VE
STRENGTH OF 4,000 PSI. MAXIMUM TIME ALLOWED FROM BATCHING TO PLACEMENT OF
CONCRETE SHALL NOT BE ALLOWED TO EXCEED 1.5 HOURS.
6. CONCRETE TESTING
AN INDEPENDENT TESTING LABORATORY, RETAINED BY THE OWNER, SHALL PERFORM THE
FOLLOWING TESTS ON CAST -IN -PLACE CONCRETE:
ASTM C 143 'STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE'
ASTM C 39 'STANDARD TEST METHOD FOR COMPRE631VE STRENGTH OF
CYLINDRICAL CONCRETE SPECIMENS'.
ONE TEST SHALL BE PERFORMED ON EACH CLA65 OF CONCRETE PER EVERY 50 CUBIC
YARDS, OR FRACTION THEREOF, PLACED PER DAY, PER EACH TYPE OF CONCRETE MIX.
A STET OF FIVE CYLINDERS SHALL BE TAKEN. THE SAMPLES SHALL BE TESTED AT AGE
OF 3 DAYS (ONE), 7 DAYS (ONE), 28 DAYS (TWO) AND 5(o DAYS (REMAINING SAMPLE
SHALL BE TESTED ONLY IF 28 -DAY OLD CONCRETE FAILED TO ATTAIN ITS SPECIFIED
DESIGN STRENGTH).
1. REINFORCING STEEL (SHOP DRAWINGS REQUIRED)
TO BE NEW HIGH STRENGTH STEEL DEFORMED AS PER ASTM A 305, AND CONFORMING
TO A5TM A 615, GRADE 60. ALL REINFORCEMENT SHALL BE FREE OF SCALE, RUST OR OIL
REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH
'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE
STRUCTURE$', AND THE A.C.I. BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE ACI 318, LATEST EDITION.
REQUIRED CLEAR CONCRETE COVER TO REINFORCEMENT
BOTTOM TOP SIDES
SLABS, FOOTINGS 3' 1' 2'
ALL REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS. PROVIDE FULL TENSION
SPLICE AT ALL REINFORCEMENT NOTED ON DRAWINGS AS CONTINUOUS.
8. N T
PE E RA TIONS
UNLESS CLEARLY SHOWN ON STRUCTURAL DRAWINGS, NO PENETRATIONS SHALL
BE MADE IN ANY STRUCTURAL MEMBER WITHOUT A PRIOR WRITTEN APPROVAL OF
THE STRUCTURAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO IDENTIFY SUCH PENETRATIONS BASED ON INFORMATION PROVIDED
BY ALL SUBCONTRACTORS AND TO SUBMIT DETAILED AND DIMENSIONED FLOOR
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PLANS TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
IMPLEMENTATION. THE CONTRACTOR SHALL BE SOLELY RE51PON51BLE FOR ANY
LABOR AND MATERIALS ASSOCIATED WITH ADDITIONAL REINFORCEMENT OF
STRUCTURAL MEMBERS RESULTING FROM INTRODUCTION OF SUCH PENETRATIONS.
'3. EPDXY ANCHORS
THE CONTRACTOR SHALL USE A TWO- COMPONENT EPDXY BASED PRODUCT SUPPLIED
AS A SIDE -BY -SIDE CARTRIDGE SYSTEM AND DISPENSED THROUGH A STATIC MIXING
NOZZLE. THE CONTRACTOR MAY USE ONE OF THE FOLLOWING: POWER -FAST BY
'POWERS/RAWL', H5E 242113Y 'HILTI', EPCON BY 'RAMSET /REDHEAD', ALLIED
GOLD A -1000 BY 'ALLIED FASTENER AND TOOL', ET BY 'SIMP -SON' OR AN
ENGINEER APPROVED SUBSTITUTE, INSTALLATION OF DOWELS SHALL FOLLOW
MANUFACTURER'S SPECIFICATIONS. ALL HOLES SHOULD BE BRUSHED WITH A
NYLON BRUSH AND BLOWN WITH COMPRESSED AIR. ALL HOLES MUST BE OBSERVED
BY THE PROJECT INSPECTOR PRIOR TO INSTALLATION OF EPDXY.
10. SUPPLEMENTAL %ETCHE 6/DRAWING5
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FORWARD A COPY OF
ALL CORRESPONDENCE AFFECTING THE STRUCTURE TO THE PROJECT'S INSPECTOR
THROUGHOUT THE DURATION OF THE CONSTRUCTION.
11. REDESIGN/REVISIONS
ANY REDESIGN /REVISIONS TO THE STRUCTURE AND DRAWINGS DUE TO FACILITATING
OF CONSTRUCTION OR DUE TO CONTRACTOR'S PREFERENCES IN CONSTRUCTION
SEQUENCE SHALL BE CONSIDERED AS ADDITIONAL SERVICES AND BE BILLED TO
THE CONTRACTOR AT AN HOURLY RATE 5A515.
12. REQUESTS FOR INFORMATION
ALL REQUESTS FOR INFORMATION SHALL BE COMMUNICATED BY THE CONTRACTOR
IN WRITING AND FORWARDED TO THE ENGINEER THROUGH THE ARCHITECT'S OFFICE.
THE CONTRACTOR SHALL ALLOW FOR SUFFICIENT RESPONSE TIME BY THE ENGINEER
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