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1 7,77
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DEMOLITION CONC SLAB RESHORING PLAN
SCALE: 1/4" =1' -0"
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•: topping
EXISTING EXISTING EXISTING
--ZINT JOINT JOINT
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SCAFFOLDS
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000
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ADJ LEG H D 2
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SCALE: 1/4" =1' -0"
STRINGERS
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TYPICAL SHORING
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NOT TO SCALE
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DISCLAIMER
GENERAL NOTES
1. THE CONTRACTOR SMMALL VERIFY ALL OQI1ISVIS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO CO MIMM ANY WORK.
CONTRACTOR To ALSO VERITY AM APPROVE ALL WFORMATION ON DRAWWGS. ACCEPTANCE OF THESE PLQ6 CONSTITUTES APPROVAL
PLEASE NOTIFY ENGWEER BY CERTInED MAIL OF ANY CONNIK:TS OR DISCREFONM, IF ANY.
2. THE CONTRACTOR SHALL OBTAIN PROM ALL SUBCONTPACTORS THE F* L APPROVED SITE AND LOCATION OF ALL OPENINGS AND RELATED JOB'S CIRCUMSTANCES
TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETMS.
3. OWNER AND CONTRACTOR SWILL NOTFY ENOWEER W WRITW h BY CERTIFIED MAIL UPON COAMMENMENT OF PROJECT.
4. THE OWNER SHALL 8E SOLELY RESPONSIBLE FOR WVESTGgTION W REFERENCE To WHETHER STRUCTURE CAN BE &KT ON SITE.
PAYMENT OF THESE DRAW*= CONSnnM ACCEPTANCE Lr AGREEMENr WITH THE FOLLOWING STATEMENT: NO PARTY SW-LL INITIATE DELAY CLAIMS AOAWST STUDIO A
DONEERWO. LLC LV=TIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL.
PLEASE NOTE — R S THE RESPOtSMIUTY OF THE CONTRACTDR TO FIELD VERIFY ALL JOB CONDITIONMS, DIE?SIONS AND TESTWO MATERNLS.
Engineer /Inspection Disclaimer
The presence or not presence of the
Engineer /Inspector at the work site shall in no way
lessen the Contractor responsibility for conformity with
contract, plans, specifications, Florida Building Code and
OSHA Regulations. Should the engineer or inspector
prior to, during or after construction fail to identify or
reject materials or work that does not conform with
the above documents, whether from lack of discovery
or for any other reason it shall in no way prevent later
rejection and correction of the unsatisfactory materials
or work when discovered. This is also true if the work
has been accepted and is currently being maintained
by the County or City jurisdiction. The Contractor shall
be responsible for correction of all work that does not
conform to the good engineering practices and the
documents mentioned above.
Construction Requirement
All public and private work including but not limited
to water mains, water services, sanitary sewers,
sanitary sewer services, storm sewers, drainage
systems, roads, sidewalks, parking lots, site grading
and landscaping shall be constructed in accordance
with the City or County where the job is performed
ordinances, standards, specifications, and details
that applicable. No deviations from the
owner /developer or contractors submitted plans will
be allowed unless written approval from the City or
County where the job is performed is received, along
with permission from the City or County where the
job is performed for water and sanitary sewer
deviations. All public and private easements shall be
recorded prior to final acceptance by the City or
County where the job is performed.
SHOEING lV O TES
1. DESIGN FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS IS DEAD LOADS
PLUS 50 PSF CONSTRUCTION LOAD.
2. REMOVAL OF FORMWORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
REMOVE FORMS IN SUCH A MANNER TO INSURE JOB SAFETY AND TO PREVENT
DAMAGE TO AND CREEP DEFLECTION OF THE STRUCTURE.
3. FOR SPECIAL CONDITIONS SUCH AS TRANSFER BEAMS, TRASNFER COLUMNS OR
WALLS OR ANY OTHER STRUCTURAL ELEMENTS TRANSFERING LOAD. THE SPECIALTY
ENGINEER PREPARING THE FORMWORK SHOP DRAWINGS SHALL CONTACT THE ENGINEER
OF RECORD FOR ADDITIONAL INFORMATION REGARDING LOADS TO BE TRANSFERED AT
THOSE ELEMENTS.
4. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE
ADEQUATE SHORING, RE— SHORING, BRACING AND FORMWORK.
GENERAL CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA
REGISTERED ENGINEER TO PREPARE SHORING AND RE— SHORING
PLANS TO BE SUBMITTED TO THE ENFORCEMENT AGENCY FOR
RECORD KEEPING.
5. THE SHORING SUPPORT SYSTEM IS DESIGNED TO ONLY SUPPORT THE DEAD AND
LIVE LOAD SHOWN ON CALCULATIONS SHEETS
6. SHORING AND RESHORING COMPLY WITH ACI -347 SPECIFICATIONS
7. THE CONTRACTOR HAVE TO FOLLOW O.S.H.A. AND ACI -347 REQUIREMENTS FOR
SAFETY AND QUALITY MATERIALS THROUGH SHORING, RESHORING AND
STRIPPING PROCESS
8. IT IS THE CONTRACTORS RESPONSABILTTY TO VERIFY ALL DIMENSION ON SITE
ANY DISCREPANCY IS TO BE REPORTED TO PAUL PINEDA BEFORE PROCEEDING
WITH THE WORK
9. USE SAFWAY SCAFFOLDS TYPE SAFLOAD OR SIMILAR WITH
10,000 Is /LEG. WORKING LOADS MINIMUN FOR 1 FRAME/TOWER
10, MAXIMUN SCREWJACK EXTENSION (TOP OR BOTTOM): 18"
11. THE CONTRACTOR HAS TO FOLLOW SAFETY GUIDELINES FROM
SCAFFOLD MANUFACTURER
CITY OF SOUTH PAIAMl
BUILDING DEPT.
STRUCTU
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PAUL PINEDA, S.E., P.E. 61808
05/05/2010
REVI-',':.'IQNS
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prepared without written consent of
Studio A Engineering.
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DATE: 05/06/10
JOB NO. 1290
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CHECKED: P.P%
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