08-40-147CONCRETE SLAB ON FILL
1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIMESTONE
(3" MAXIMUM PARTICLE) OR CLEAN FINE SAND. THE FILL PLACEMENT
SHOULD OCCUR IN THE DRY AND COMPACTED TO A MINIMUM OF 98
PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
(ASTM D-1557). FOLLOW SOIL LAB RECOMMENDATIONS FOR THE
METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPERVISED
BY A SOIL LAB REPRESENTATIVE. ALL TOP SOIL SHALL BE REMOVED
BEFORE STARTING FILLING OPERATIONS.
2. SLABS ON GRADE SHALL BE PLACED OVER 10 MIL VISQUEFN OR
ENGINEER -APPROVED EQUIVALENT.
3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185-79
"STANDARD SPECIFICATIONS FOR WELDED WIRE FABRIC FOR
CONCRETE REINFORCEMENT".
4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS
OR CONCRETE BLOCKS SPACED NO FURTHER THAN 3'-0" O.C.
5. SAW -CUT CONTROL JOINTS SHALL BE SAWED AS SOON AS THE
CONCRETE IS HARD ENOUGH NOT TO BE WORN OR DAMAGED BY THE
BLADE.
6. COLUMNS, BEAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER
PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED
JOINT FILLER (1/2" THICK) COMPLYING WITH ASTM 01752, TYPE1.
DRAWINGS AND FILLER AND SEALANT MATERIALS SHALL FOLLOW
SPECIFICATIONS.
7. JOINTS SHALL BE SEALED WHERE INDICATED BY THE ARCHITECTURAL
SPECIALTY ENGINEERING NOTES
1. SPECIALTY ENGINEER:
A) DEFINITION - A FLORIDA REGISTERED PROFESSIONAL ENGINEER, NOT
THE STRUCTURAL ENGINEER OF RECORD, WHO SPECIALIZES IN AND WHO
UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL
SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS
PROJECT.
B) SHALL BE:
1) AN EMPLOYEE OR OFFICER OF A FABRICATOR,
2) AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS
TO A FABRICATOR.
3) AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR
HIS SUPPLIER.
2. SUBMISSIONS AND RE -SUBMISSIONS FOR CUSTOM DESIGNED,
MANUFACTURED OR FABRICATED LOAD -CARRYING ITEMS AND CUSTOM
FABRICATED ITEMS WHICH ARE REQUIRED BY CODES OR STANDARDS TO
RESIST FORCES AND STRESSES, INCLUDING THEIR CONNECTIONS,
ANCHORAGES AND ATTACHMENTS REQUIRE A SPECIALTY ENGINEER.
SHOP DRAWING AND OTHER SUBMITTALS
1. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT
DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE
MADE. ONLY THOSE SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS
TO BE SUBMITTED WILL BE REVIEWED. ALL OTHERS WILL BE RETURNED
WITHOUT COMMENT.
2. BEFORE SUBMITTING THE FIRST SHOP DRAWING, SUBMIT THE SHOP DRAWING
SUBMITTAL SCHEDULE, PREPARED BY THE CONTRACTOR TO THE STRUCTURAL
ENGINEER CONSISTENT WITH THE FOLLOWING CRITERIA:
A) ALLOW ADEQUATE TIME FOR TRANSIT AND PROCESSING BEFORE
FABRICATION. THE STRUCTURAL ENGINEER WILL REVIEW AN AVERAGE
SUBMITTAL WITHIN 14 CALENDAR DAYS OF RECEIPT BY THEM.
B) SCHEDULE AND SUBMIT SHOP DRAWINGS FOR SPECIFIC COMPONENTS,
SUCH AS COLUMNS, FOOTINGS, ETC., IN THEIR ENTIRETY. SHOP DRAWINGS FOR
SIMILAR FLOORS SHALL BE SUBMITTED IN THE SAME PACKAGE.
SUBMIT SHOP DRAWINGS IN A TIMELY MANNER, CONSISTENT WITH THE ABOVE.
3. REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO (2) REVIEWS PER SUBMITTAL
WITHIN THE SCOPE OF BASIC SERVICES (I.E., INITIAL SUBMITTAL REVIEW AND
ONE RESUBMITTAL, IF NECESSARY). REVIEW OF ADDITIONAL RESUBMITTALS
WILL BE CONSIDERED ADDITIONAL SERVICES, FOR WHICH THE GENERAL
CONTRACTOR MAYBE HELD RESPONSIBLE. ADDITIONAL SERVICES
COMPENSATION TO THE ENGINEER WILL BE IN ACCORDANCE WITH THE TERMS
OF THE ARCHITECT -ENGINEER AGREEMENT FOR THIS PROJECT.
4. ALL SUBMITTALS SHALL BE ACCOMPANIED BY A LETTER OF TRANSMITTAL.
DO NOT COMBINE DIFFERENT SUBMITTALS ON THE SAME TRANSMITTAL.
5. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S
APPROVAL PRIOR TO SUBMITTING TO THE A/E,
6. SUBMIT ONE REPRODUCIBLE AND TWO BLUELINE PRINTS TO THE
ARCHITECT/ENGINEER FOR REVIEW. THE ARCHITECT/ENGINEER WILL RETURN
THE REPRODUCIBLE AND RETAIN BLUELINES AFTER REVIEW.
7. ALL CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS MUST BE CLEARLY
FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS MUST BE
CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER
REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RF -SUBMITTAL.
8. DO NOT REPRODUCE THE STRUCTURAL CONTRACT DOCUMENTS FOR USE AS
SHOP DRAWINGS.
9. SHOP DRAWINGS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED
AFTER FABRICATION WILL NOT BE REVIEWED.
10. FOR ADDITIONAL CRITERIA APPLICABLE TO SHOP DRAWINGS REQUIRING
ENGINEERING INPUT BY A SPECIALTY ENGINEER, SEE SPECIALTY ENGINEER
NOTES.
3. THE FOLLOWING SYSTEMS AND COMPONENTS, AS A MINIMUM, REQUIRE
FABRICATION AND ERECTION DRAWINGS WITH INPUT BYA SPECIALTY
ENGINEER:
RAILINGS, EXTERIOR DOORS AND WINDOWS,
SHORING AND RESHORING, STEEL STAIRS, PRECAST CONC. STAIRS.
PRECAST CONCRETE JOIST, SOFFIT BEAMS AND EXTERIOR WALL
METAL STUD SYSTEM.
4. FOR EACH CATEGORY OF SHOP DRAWINGS REQUIRING INPUT FROM A
SPECIALTY ENGINEER, THE CONTRACTOR SHALL ATTACH TO THE FIRST SHOP
DRAWING SUBMITTAL A SIGNED AND SEALED LETTER FROM THE RESPONSIBLE
SPECIALTY ENGINEER STATING, "I CERTIFY THAT THE DESIGN AND
DRAFTING OF THE SHOP DRAWINGS WHICH ARE SIGNED AND SEALED BY ME
WERE PREPARED UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE
BEST OF MY KNOWLEDGE THE SHOP DRAWINGS COMPLY WITH THE APPLICABLE
MINIMUM BUILDING CODES AND THE CONTRACT DOCUMENTS."
5. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND
APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS
AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION.
CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCTS
UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED.
6. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL,
DATE AND SIGNATURE OF THE SPECIALTY ENGINEER. COMPUTER PRINTOUTS
ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED
THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO
PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION
SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE SPECIALTY
ENGINEER AS AN INDICATION THAT HE HAS ACCEPTED RESPONSIBILITY FOR
THE RESULTS, SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE
STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE
PRINT FOR RECORD.
7. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION
AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR
STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING
INPUT DO NOT REQUIRE THE SEAL OF A SPECIALTY ENGINEER.
8. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE
SEAL OF A SPECIALTY ENGINEER.
9. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS
LIMITED TO VERIFYING THE FOLLOWING:
A) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN
FURNISHED.
B) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED
BYTHE SPECIALTY ENGINEER.
C) THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN
INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO
DETAILED CHECK OF CALCULATIONS WILL BE MADE.)
D) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL
SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS, (NO
DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE.)
10. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE
REVIEWED.
EARTHWORK
CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN
BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING
MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BYTHE
GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF
MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL
SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT
THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY
BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN
ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN
EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE
CONDITION.
FORMWORK, SHORING & RESHORING
1. PROVIDE, AS A PACKAGE, SHORING AND RESHORING DRAWINGS PREPARED BY OR
UNDER THE DIRECT SUPERVISION OF A SPECIALTY ENGINEER AND CONFORMING TO
THE REQUIREMENTS OF SPECIFICATION SECTION 03100 "CONCRETE FORMWORK".
2. DESIGN FORMS AND SHORES FOR HORIZONTAL CONCRETE MEMBERS FOR NOT LESS
THAN DEAD LOAD PLUS 50 PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE
LOADS OF SUPPORTED FLOOR. DESIGN WOOD SHORES WITH A SAFETY FACTOR OF 3
AND METAL SHORES WITH A SAFETY FACTOR OF 2.
3. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING
SHORES OR RESHORES SHALL NOT EXCEED 75% OF THE LIVE LOAD SPECIFIED FOR
SLABS AND JOISTS AND 60% OF THE LIVE LOAD SPECIFIED FOR BEAMS. NO
CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE CONCRETE IS
A MINIMUM OF 14 DAYS OLD AND THE 7 DAY STRENGTH IS 70% OF THE SPECIFIED
28 DAY STRENGTH.
4. 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. THE FOLLOWING ARE
MINIMUM GUIDELINES FOR THE REMOVAL OF HORIZONTAL FORMWORK:
A) FOR SLAB SPANS LESS THAN 5-0", FORMS MAY BE REMOVED 24 HOURS
AFTER COMPLETING CONCRETE POUR. NO STRENGTH VERIFICATION IS
REQUIRED PROVIDED THE AIR TEMPERATURE DOES NOT FALL BELOW 608 F
DURING THE 24 HOUR PERIOD FOLLOWING THE POUR AND NORMALTIME OF SET
IS ACHIEVED. NO RESHORING IS REQUIRED.
B) FOR SLAB SPANS LESS THAN OR EQUAL TO 10'-0", FORMS MAY BE
REMOVED 72 HOURS AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE
STRENGTH ISA MINIMUM OF 2100 PSI. NO RESHORING IS RFQUIRED.
C) FOR SLAB SPANS GREATER THAN 10'-0", FORMS MAY REMOVED 72 HOURS
AFTER COMPLETING CONCRETE POUR PROVIDED CONCRETE STRENGTH IS 70% OF
THE SPECIFIED 28 DAY STRENGTH BUT NOT LESS THAN 2500 PSI. RESHORE
EACH BAY AS SOON AS FORMS ARE REMOVED.
5, DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED 70% OF THE SPECIFIED
28 DAY STRENGTH, BUT NOT LESS THAN 2500 PSI. AS A MINIMUM, SHORING AND
RESHORING SHALL REMAIN IN PLACE AS FOLLOWS: (TIME MEASURED FROM
COMPLETION OF CONCRETE POUR).
SHORES/RESHORES
6. 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.
7. THE SHORING AND RESHORING IS TO BE INSPECTED BY THE SPECIALTY
ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. PRIOR TO EACH CONCRETE
POUR HE SHALL SUBMIT A WRITTEN INSPECTION REPORT TO THE SPECIAL
INSPECTOR AND CONTRACTOR STATING THAT THE WORK IS IN GENERAL
COMPLIANCE WITH THE SHORING AND RESHORING DRAWINGS. THE FIELD REPORTS
SHALL BE SIGNED BY THE INDIVIDUAL CONDUCTING THE INSPECTION. COPIES
OF THE FIELD REPORTS SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER,
SPECIAL INSPECTOR AND BUILDING OFFICIAL UNDER A COVER LETTER SIGNED,
SEALED, AND DATED BY THE SPECIALTY ENGINEER ON A SEMI-MONTHLY BASIS.
THE SHORING AND RESHORING REPORT SHALL CONTAIN, AS A MINIMUM, THE
FOLLOWING:
A. NAME AND LOCATION OF PROJECT, NAME OF SPECIALTY ENGINEER AND
FIELD REPRESENTATIVE, PERMIT NUMBER, DATE, TIME OF DAY, WORKING
CONDITIONS INCLUDING WEATHER AND TEMPERATURE.
B. ITEMS REQUIRING CORRECTIONS.
C. ACCEPTED DEVIATIONS FROM SHORING AND RESHORING DRAWINGS.
D. AREAS ACCEPTED AND RELEASED FOR CONCRETE POUR.
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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.
7. THE SHORING AND RESHORING IS TO BE INSPECTED BY THE SPECIALTY
ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. PRIOR TO EACH CONCRETE
POUR HE SHALL SUBMIT A WRITTEN INSPECTION REPORT TO THE SPECIAL
INSPECTOR AND CONTRACTOR STATING THAT THE WORK IS IN GENERAL
COMPLIANCE WITH THE SHORING AND RESHORING DRAWINGS. THE FIELD REPORTS
SHALL BE SIGNED BY THE INDIVIDUAL CONDUCTING THE INSPECTION. COPIES
OF THE FIELD REPORTS SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER,
SPECIAL INSPECTOR AND BUILDING OFFICIAL UNDER A COVER LETTER SIGNED,
SEALED, AND DATED BY THE SPECIALTY ENGINEER ON A SEMI-MONTHLY BASIS.
THE SHORING AND RESHORING REPORT SHALL CONTAIN, AS A MINIMUM, THE
FOLLOWING:
A. NAME AND LOCATION OF PROJECT, NAME OF SPECIALTY ENGINEER AND
FIELD REPRESENTATIVE, PERMIT NUMBER, DATE, TIME OF DAY, WORKING
CONDITIONS INCLUDING WEATHER AND TEMPERATURE.
B. ITEMS REQUIRING CORRECTIONS.
C. ACCEPTED DEVIATIONS FROM SHORING AND RESHORING DRAWINGS.
D. AREAS ACCEPTED AND RELEASED FOR CONCRETE POUR.
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MIAMI, FLORIDA 33133
MATED ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCH ITECTUREINC. UNLESS OTHERWISE PROVIOEO
FOR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED NY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
GENERAL NOTES
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5966 SOUTH
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5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATED ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCH ITECTUREINC. UNLESS OTHERWISE PROVIOEO
FOR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
M.A.S.
CHECKED NY:
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
GENERAL NOTES
SHEETOF:
S-01 20