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<br />N
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<br />N
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<br />QUALITY ASSURANCE PLAN
<br />TABLE 1
<br />REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
<br />SYSTEM or MATERIAL
<br />INSPECTION
<br />REMARKS
<br />FLORIDA
<br />BUILDING CODE
<br />REFERENCE
<br />CODE OR STANDARD
<br />REFERENCE
<br />FREQUENCY
<br />CONTINUOUS1 PERIODIC
<br />SOILS
<br />SITE PREPARATION FOR FILLS
<br />GEOTECHNICAL REPORT
<br />X
<br />X
<br />BY THE GEOTECHNICAL ENGINEER
<br />FILL MATERIAL VERIFICATION
<br />FILL PLACEMENT & COMPACTION
<br />LIFT THICKNESS
<br />TABLE 2
<br />REQUIRED SPECIAL INSPECTIONS
<br />SYSTEM or MATERIAL
<br />REMARKS
<br />FLORIDA
<br />BUILDING CODE
<br />REFERENCE
<br />CODE OR STANDARD
<br />REFERENCE
<br />FREQUENCY
<br />CONTINUOUS
<br />PERIODIC
<br />SPECIAL INSPECTIONS APPLY TO VERIFICATION OF
<br />FABRICATORS
<br />X
<br />DETAILED FABRICATION AND QUALITY CONTROL
<br />PROCEDURES INCLUDING REVIEW FOR COMPLETENESS
<br />AND ADEQUACY RELATIVE TO THE CODE REQUIREMENT
<br />SPECIAL INSPECTIONS APPLY TO REVIEW OF WRITTEN
<br />APPROVED FABRICATORS
<br />X
<br />PROCEDURES AND QUALITY CONTROL MANUALS AND
<br />PERIODIC AUDITING OF FABRICATION PRACTICES
<br />CONCRETE
<br />REINFORCING STEEL
<br />1907.5
<br />ACI 318 1.3.2.0
<br />X
<br />1914.4
<br />ACI 318 7.5
<br />VERIFYING USE OF
<br />1904
<br />ACI 318 1.3.2.A
<br />REQUIRED MIX DESIGN(S)
<br />1905.2-4
<br />ACI 318 CHAPTER 4
<br />X
<br />1914.2
<br />ACI 318 5.2-5.4
<br />CONCRETE PLACEMENT
<br />1905.4 10
<br />ACI 318 1.3.2.DACI
<br />X
<br />318 5.9-5.10
<br />CONCRETE PLACEMENT
<br />ASCE 9 CHAPTER 3
<br />X
<br />AT COMPOSITE SLABS
<br />CONCRETE/SHOTCRETE CURING
<br />1905.11-13 1914.9
<br />ACI 318 1.3.2.D
<br />X
<br />PLACEMENT OF EMBEDDED ITEMS IN
<br />PRECAST MEMBERS AFTER CONCRETE
<br />ACI 318 16.7
<br />X
<br />PLACEMENT
<br />ALL CONNECTIONS VISUALLY INSPECTED REFER TO
<br />S MEMBERS
<br />ERECTION OF PRECAST R
<br />ACI 1 1.
<br />3 8 3 2.E
<br />X
<br />ANCHOR BOLT AND WELDING REQUIREMENTS
<br />VERIFICATION OF IN -SITU CONCRETE
<br />PRIOR TO REMOVAL OF FORMS AND
<br />1906.2.2.1
<br />ACI 318 6.2.2.1
<br />X
<br />SHORES FROM ELEVATED BEAMS AND
<br />SLABS
<br />MATERIAL VERIFICATION OF
<br />ACI 318 3.5.2
<br />REINFORCING STEEL FOR
<br />1903.5.2
<br />AWS D1.4
<br />X
<br />CERTIFIED MILL TEST REPORTS
<br />WELDING
<br />SECTION 7
<br />MATERIAL VERIFICATION OF WELD
<br />X
<br />MANUFACTURER'S CERTIFIED TEST REPORTS
<br />FILLER METALS
<br />VERIFYING USE OF PROPER
<br />WPS'S
<br />X
<br />COPY OF WELDING PROCEDURE SPECIFICATIONS
<br />VERIFYING WELDER
<br />X
<br />COPY OF QUALIFICATION CARDS
<br />QUALIFICATIONS
<br />WELDING REINFORCING EXCEPT
<br />ALL WELDS VISUALLY INSPECTED PER
<br />AS NOTED OTHERWISE
<br />X
<br />AWS D1.4 7.5
<br />WELDING REINFORCING STEEL IN
<br />SHEAR WALL BOUNDARY
<br />X
<br />ELEMENTS
<br />WELDING SHEAR REINFORCEMENT
<br />X
<br />PLACEMENT OF CAST -IN -PLACE
<br />ANCHOR BOLTS
<br />ACI 318 1.3.2.0
<br />X
<br />ALL BOLTS VISUALLY INSPECTED
<br />MASONRY
<br />VERIFICATION OF SITE -PROPORTIONED
<br />MORTAR AND GROUT
<br />X
<br />PLACEMENT OF MASONRY UNITS AND
<br />MORTAR JOINT CONSTRUCTION
<br />ACI 530 1.14.1
<br />X
<br />VERIFICATION OF SIZE AND LOCATION
<br />X
<br />OF STRUCTURAL ELEMENTS
<br />ACI 530 1.14.2'
<br />ACI 530 1.14.3'
<br />ANCHORAGE OF MASONRY TO FRAMES
<br />ACI 530 1.14.4
<br />STRUCTURAL MEMBERS, AND
<br />DIAPHRAGMS INCLUDING TYPE, SIZE,
<br />X
<br />X
<br />AND LOCATION OF ANCHORS
<br />TYPE, GRADE, AND SIZE OF
<br />REINFORCING STEEL
<br />X
<br />REINFORCING STEEL AND
<br />X
<br />CONNECTOR PLACEMENT
<br />MATERIAL VERIFICATION OF
<br />X
<br />CERTIFIED MILL TEST REPORTS
<br />REINFORCING STEEL FOR WELDING
<br />MATERIAL VERIFICATION
<br />X
<br />MANUFACTURER'S CERTIFIED TEST REPORTS
<br />OF WELD FILLER METALS
<br />AWS D1.4 SECTION 7
<br />VERIFYING USE OF PROPER WPS'S
<br />X
<br />COPY OF WELDING PROCEDURE SPECIFICATIONS
<br />VERIFYING WELDER QUALIFICATIONS
<br />X
<br />COPY OF QUALIFICATION CARDS
<br />WELDING REINFORCING STEEL
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5
<br />COLD/HOT WEATHER
<br />MASONRY PROTECTION
<br />X
<br />ACI 530 1.14.1
<br />ACI 530 1.14.2'
<br />VERIFYING USE OF REQUIRED
<br />GROUT MIX DESIGN
<br />ACI 530 1.143
<br />ACI 530 1.14.4
<br />X
<br />VERIFYING GROUT SPACE IS CLEAN
<br />PRIOR TO GROUTING
<br />X
<br />X
<br />GROUT PLACEMENT
<br />X
<br />POST INSTALLED CONCRETE ANCHORS
<br />SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT
<br />NAME, TYPE, & DIMENSIONS, HOLE DIMENSIONS,
<br />INSTALLATION
<br />1703.4.2
<br />ICC EVALUATION
<br />X
<br />COMPLIANCE WITH DRILL BIT REQUIREMENTS,
<br />REPORT
<br />CLEANLINESS OF THE HOLE & ANCHOR, ADHESIVE
<br />EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION,
<br />ANCHOR EMBEDDMENT, & TIGHTENING TORQUE
<br />TABLE 3
<br />REQUIRED ARCHITECTURAL SPECIAL INSPECTIONS
<br />SYSTEM or MATERIAL
<br />INSPECTION
<br />REMARKS
<br />FLORIDA
<br />BUILDING CODE
<br />REFERENCE
<br />CODE or STANDARD
<br />REFERENCE
<br />FREQUENCY
<br />CONTINUOUS PERIODIC
<br />CLADDING
<br />ERECTION AND FASTENING I X
<br />VENEER
<br />PLACEMENT AND FASTENING
<br />X
<br />REFER TO TABLE 2 FOR MORTAR AND
<br />ANCHORAGE SPECIAL INSPECTION
<br />SPRAYED FIRE-RESISTANT MATERIALS
<br />SURFACE CONDITIONS
<br />ICC EVALUATION
<br />REPORT
<br />X
<br />SPECIAL INSPECTIONS APPLY TO CLEANLINESS OF STEEL,
<br />PRODUCT NAME AND TYPE, MATERIAL EXPERATION
<br />DATE, AMBIENT CONDITIONS, APPLICATION
<br />PROCEDURES, AND MATERIAL THICKNESS AND DENSITY
<br />APPLICATION
<br />X
<br />EXTERIOR INSULATION AND FINISH SYSTEMS
<br />INSTALLATION X
<br />SMOKE CONTROL SYSTEMS
<br />INSTALLATION
<br />X
<br />RECORD DEVICE LOCATION(S)
<br />WOOD FRAMED CONSTRUCTION
<br />FABRICATION OF PREFABRICATED
<br />STRUCTURAL ELEMENTS
<br />1704.2
<br />X
<br />VERIFY STRUCTURAL PANEL GRADE & THICKNESS
<br />VERIFY NOMINAL SIZE OF FRAMING MEMBERS @
<br />FABRICATION OF HIGH -LOAD
<br />1704.6.1
<br />X
<br />ADJOINING PANEL EDGES.
<br />DIAPHRAGMS
<br />TABLE 2306.3.2
<br />VERIFY NAIL/STAPLE DIAMETER & LENGTH, NUMBER OF
<br />FASTENER LINES & SPACING BETWEEN FASTENERS IN
<br />EACH LINE & AT EDGE MARGINS
<br />PRE -FABRICATED WOOD SHEAR PANELS
<br />1703.4, 1704.13.3
<br />X
<br />.7.2
<br />2304.7.2
<br />ROOF SHEATHING SPAN RATING or
<br />TABLES 2304 1),
<br />X
<br />SIZE, SPECIES, &GRADE OF SHEATHING
<br />(ES
<br />&
<br />ROOF SHEATHING FASTENING
<br />2304.9.1, 2304.9.2
<br />X
<br />TABLE 2304.9.1
<br />ROOF FRAMING SIZE, GRADE, SPECIES, &
<br />2306.1, 2306.1.1,
<br />X
<br />SPACING
<br />2308.10.3
<br />ROOF RAFTER FASTENING
<br />TABLES 2304.9.1,
<br />X
<br />2308.10.4.1
<br />ANCHORAGE TO WALL PLATE
<br />2308.10.1
<br />X
<br />BEAM SIZE & MATERIAL
<br />2306.1
<br />X
<br />WALL SHEATHING FASTENING
<br />2304.6
<br />X
<br />BRACING P , SIZE, GRADE, SPECIES, &
<br />FASTENING
<br />2306.4
<br />X
<br />PLATES, STUDS, & HEADERS SIZE, GRADE,
<br />2306.1
<br />X
<br />SPECIES, SPACING, & FASTENING
<br />2304.7.1, TABLES
<br />FLOOR FRAMING SHEATHING &
<br />2304.7(3) & (4), 2304.9.1,
<br />X
<br />FASTENING
<br />2304.9.2, TABLE 2304.9.1
<br />TRUSSINSTALLATION, TEMP RA &
<br />PERMANENT BRACING
<br />X
<br />TRUSS/JOIST HANGERS/CONNECTORS
<br />1715.1, 2304.9.3
<br />X
<br />STRUCTURAL
<br />STEEL
<br />FABRICATION OF PREFABRICATED
<br />X
<br />REFER TO INSPECTION OF FABRICATOR REQUIREMENTS
<br />STRUCTURAL ELEMENTS
<br />MATERIAL VERIFICATION OF
<br />ASTM A6
<br />STRUCTURAL STEEL
<br />2203.1
<br />RISC ASD A3.1a
<br />X
<br />CERTIFIED MILL TEST REPORTS
<br />AISC LRFD A3.1a
<br />MATERIAL VERIFICATION OF HIGH
<br />AISC ASD A3.4
<br />X
<br />MANUFACTURER'S CERTIFIED TEST REPORTS
<br />STRENGTH BOLTS
<br />AISC LRFD A3.3
<br />MATERIAL VERIFICATION OF ANCHOR
<br />AISC ASD A3.5
<br />X
<br />MANUFACTURER'S CERTIFIED TEST REPORTS
<br />BOLTS AND THREADED RODS
<br />AISC LRFD A3.4
<br />MATERIAL VERIFICATION OF WELD
<br />X
<br />MANUFACTURER'S CERTIFIED TEST REPORTS
<br />FILLER METALS
<br />AWS D1.1 SECTION 6
<br />VERIFYING USE OF PROPER WPS'S
<br />X
<br />COPY OF WELDING PROCEDURE SPECIFICATIONS
<br />VERIFYING WELDER QUALIFICATIONS
<br />X
<br />COPY OF QUALIFICATION CARDS
<br />COMPLETE AND PARTIAL
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9
<br />PENETRATION GROOVE WELDS
<br />MULTIPASS FILLET WELDS
<br />X
<br />SINGLE PASS FILLET WELDS
<br />GREATER THAN 5/6"
<br />X
<br />SINGLE PASS FILLET WELDS LESS
<br />THAN OR EQUAL TO 16'
<br />X
<br />INSTALLATION OF COMPOSITE
<br />ICC EVALUATION
<br />SPECIAL INSPECTIONS APPLY TO
<br />SLAB DECKING
<br />1703.4.2
<br />REPORT
<br />X
<br />DECKING TYPE, DEPTH, AND GAGE
<br />ASCE 9 CHAPTER 3
<br />SPECIAL INSPECTIONS APPLY TO DECKING DEPTH AND
<br />INSTALLATION OF ROOF DECKING
<br />1703.4.2
<br />ICC EVALUATION
<br />X
<br />GAGE, POWER ACTUATED FASTENERS, SCREWS,
<br />REPORT
<br />PROPRIETARY SIDE SEAM ATTACHMENTS, AND BUTTON
<br />PUNCHES
<br />FLOOR AND ROOF DECK WELDS
<br />AWS D1.3 SECTION 7
<br />X
<br />ALL WELDS INSPECTED PER AWS D1.3 7.1
<br />WELDING STUDS EXCEPT
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER AWS D1.1 7.8
<br />AS NOTED OTHERWISE
<br />AWS DIA SECTION 7
<br />WELDING STUDS IN STRUCTURAL
<br />X
<br />DIAPHRAGMS
<br />WELDING STAIR AND RAILING SYSTEMS
<br />AWS DIA SECTION 6
<br />X
<br />ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9
<br />SNUG -TIGHT HIGH STRENGTH BOLT
<br />X
<br />ALL JOINTS VISUALLY INSPECTED
<br />INSTALLATION
<br />PRETENSIONED HIGH STRENGTH BOLT
<br />INSTALLATION USING
<br />RCSC SPECIFICATION
<br />ALL JOINTS VISUALLY INSPECTED. JOINTS USING
<br />TURN -OF -THE -NUT METHOD WITH
<br />FOR STRUCTURAL
<br />DIRECT TENSION INDICATORS, ALL BOLTS SHALL
<br />MATCH MARKING, DIRECT TENSION
<br />JOINTS USING ASTM
<br />X
<br />INSPECTED AFTER SNUGGING AND AFTER
<br />BE BE INSPSIONING
<br />INDICATOR METHOD, OR TWIST -OFF
<br />A325 OR A490 BOLTS
<br />TYPE TENSION CONTROL BOLT
<br />SECTION 9
<br />METHOD
<br />PRETENSIONED HIGH STRENGTH BOLT
<br />INSTALLATION USING
<br />TURN -OF -THE -NUT METHOD WITHOUT
<br />X
<br />ALL JOINTS VISUALLY INSPECTED
<br />MATCH MARKING OR CALIBRATED
<br />WRENCH METHOD
<br />VERIFICATION OF FRAME JOINT DETAIL
<br />INCLUDING APPLICATION, COMPONENT
<br />X
<br />LOCATIONS, BRACING, AND STIFFENERS
<br />TABLE 4
<br />REQUIRED TESTING for SPECIAL INSPECTIONS
<br />SYSTEM or MATERIAL
<br />TESTING
<br />REMARKS
<br />FLORIDA
<br />BUILDING CODE
<br />CODE or STANDARD
<br />FREQUENCY
<br />REFERENCE
<br />REFERENCE
<br />GEOTECHNICAL
<br />PREPARED SUBGRADE DENSITY
<br />ASTM D2922 or
<br />EACH 5,000 SF OF
<br />PER GEOTECHNICAL REPORT
<br />ASTM D1556
<br />PREPARED SUBGRADE
<br />FILL IN -PLACE DENSITY
<br />1803.5
<br />ASTM D2922 or
<br />EACH 2,500 SF OF EACH
<br />PER GEOTECHNICAL REPORT
<br />ASTM D1556
<br />LIFT PLACED EACH DAY
<br />CONCRETE
<br />EACH 150 CY NOR LESS
<br />CONCRETE STRENGTH
<br />ASTM C39
<br />THAN EACH 5000 SF OF
<br />SLAB OR WALL PLACED
<br />EACH DAY
<br />CONCRETE SLUMP
<br />ASTM C143
<br />CONCRETE AIR CONTENT
<br />ASTM C231
<br />CONCRETE TEMPERATURE
<br />ASTM C1064
<br />MASONRY
<br />(6) UNITS PER EACH 50000
<br />UNIT STRENGTH
<br />2105.2.2.1.2
<br />ASTM C140
<br />PRIOR TO CONSTRUCTION
<br />GROUT STRENGTH
<br />2105.2.2.1.2
<br />ASTM C1019
<br />EACH 500E WALL
<br />A H
<br />PLACED EACH DAY
<br />(5) PRISMS PRIOR TO
<br />CONSTRUCTION AND (1)
<br />PRISM STRENGTH
<br />2105.2.2.2
<br />ASTM C1314
<br />PRISM FOR EACH 5000 SF
<br />OF WALL PLACED EACH
<br />DAY
<br />STEEL
<br />MAGNETIC PARTICAL (MT) AND
<br />MT - AWS D1.1 6.14.4 UT -
<br />PER DRAWINGS
<br />ULTRASONIC (UT) TESTING OF WELDS
<br />AWS DIA 6.13 & 6.14.3
<br />PRE -CONSTRUCTION TESTING OF
<br />AWS Dl.i 7.7.1
<br />EACH SIZE AND TYPE OF
<br />WELDING STUDS
<br />STUD EACH SHIFT
<br />RCSC SPECIFICATION
<br />EACH COMBINATION OF
<br />PRE -INSTALLATION VERIFICATION OF
<br />FOR STRUCTURAL
<br />DIAMETER, LENGTH,
<br />PRETENSIONED HIGH STRENGTH BOLTS
<br />JOINTS USING ASTM
<br />GRADE, AND LOT TO BE
<br />A325 OR A490 BOLTS
<br />USED IN THE WORK
<br />SECTION 7
<br />THRESHOLD INSPECTION PLAN for 4 STORY APARTMENT BUILDINGS
<br />THRESHOLD INSPECTION NOTES
<br />1. THRESHOLD INSPCECTIONS SHALL BE PROVIDED BY THE OWNER OR OWNER'S REPRESENTATIVE.
<br />2. THE THRESHOLD INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO APPROVED
<br />DESIGN DRAWINGS, SPECIFICATIONS AND CODE PROVISIONS.
<br />3. THE THRESHOLD INSPECTOR SHALL BE A PERSON CERTIFIED, LICENSED, OR REGISTERED UNDER FLORIDA
<br />STATUTE CHAPTER 471 AS AN ENGINEER OR UNDER FLORIDA STATUTE CHAPTER 481 AS AN ARCHITECT.
<br />4. THE THRESHOLD INSPECTOR SHALL BE APPROVED BY THE OWNER, BUILDING OFFICIAL, ARCHITECT, AND
<br />ENGINEER OF RECORD.
<br />5. THE THRESHOLD INSPECTOR SHALL FURNISH THE CODE REQUIRED REPORTS IN A TIMELY MANNER (2
<br />WEEKS MAXIMUM) TO THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER OR RECORD.
<br />6. PERIODIC INSPECTIONS SHALL OCCUR AFTER SUBSTANTIAL COMPLETION OF THE FOUNDATION, EACH
<br />FLOOR, ROOF, MINIMUM.
<br />THRESHOLD INSPECTION PLAN
<br />1. RESPONSIBILITY
<br />THE SPECIAL INSPECTOR IS RESPONSIBLE TO BOTH THE OWNER & THE BUILDING OFFICIAL TO VERIFY THAT
<br />CONSTRUCTION OF THE STRUCTURAL COMPONENTS IS IN ACCORDANCE WITH THE PLANS,
<br />SPECIFICATIONS, & THE STATE BUILDING CODE TO THE BEST OF HIS/HER KNOWLEDGE & ABILITY.
<br />11. NARRATIVE DESCRIPTION
<br />THE SPECIAL INSPECTOR IS RESPONSIBLE FOR SEEING THAT THE WORK IS EXECUTED IN FULL ACCORDANCE
<br />WITH THE PLANS AND SPECIFICATIONS, EXCEPT AS VARIATIONS THEREFROM ARE PERMITTED IN WRITING
<br />BY THE ARCHITECT AND ENGINEER. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR THOROUGH
<br />KNOWLEDGE OF THE SPECIFICATIONS, THE BUILDING CODE, AND FOR THE EXERCISE OF GOOD
<br />JUDGMENT. IT IS SUGGESTED THE SPECIAL INSPECTOR HAVE AUTHORITY TO:
<br />V. DETAILED SUGGESTED INSPECTION NOTES
<br />A. FORBID THE USE OF MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH DOES NOT CONFORM TO
<br />SPECIFICATIONS OR WHICH WILL CAUSE IMPROPER CONSTRUCTION RELATIVE TO THE SPECIFICATIONS
<br />OR BUILDING CODE.
<br />B. STOP ANY WORK WHICH IS NOT BEING DONE IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS,
<br />AND THE BUILDING CODE.
<br />C. REQUIRE THE REMOVAL OR REPAIR OF FAULTY CONSTRUCTION OR OF CONSTRUCTION PERFORMED
<br />WITHOUT INSPECTION AND NOT CAPABLE OF BEING INSPECTED OR TESTED IN PLACE.
<br />D. REQUEST INTERPRETATIONS (RFI'S) FROM DESIGN ARCHITECT AND ENGINEER.
<br />Ill. REPORTING INFORMATION
<br />THE INSPECTOR'S REPORTS ARE SECONDARY TO ACTUAL OBSERVATION DURING CONSTRUCTION.
<br />HOWEVER, THEY ARE OF EXTREME IMPORTANCE IN THAT THEY ENABLE THE BUILDING OFFICIAL TO KEEP
<br />IN TOUCH WITH THE WORK WHILE IT IS IN PROGRESS AND WILL BE OF VALUE IN THE FUTURE IN CASE OF
<br />CHANGES IN THE STRUCTURE OR ITS USE. THE REPORT MAY CONSIST OF A RECORD OF THE PROGRESS,
<br />WORKING CONDITIONS, INSTRUCTIONS GIVEN TO THE CONTRACTOR, DEVIATIONS FROM
<br />SPECIFICATIONS WITH REASONS, AND PROBLEMS ENCOUNTERED WITH SOLUTIONS. THE REPORTS SHALL BE
<br />IN WRITING AND SHALL BE MADE OUT PROMPTLY AT THE END OF THE PERIOD COVERED. THE REPORTS
<br />WILL CONSIST OF ANY OR ALL OF THE FOLLOWING.
<br />A. REPORT OF EACH INSPECTION
<br />B. JOBSITE LOG OF AREAS INSPECTED
<br />C. SPECIAL RECORDS (MILL TEST REPORTS, CONCRETE TESTS, ETC.)
<br />D. RECORD OF PLACING AND CURING CONCRETE
<br />E. PHOTOGRAPHS
<br />SUGGESTED INSPECTION REPORT
<br />DATE, SHIFT, TYPE, AND LOCATION OF WORK; CONTRACTOR'S REPRESENTATIVE; INSPECTOR
<br />MATERIALS:
<br />KINDS, SOURCES, AMOUNTS RECEIVED, REJECTED, USED, WASTED, AND ON HAND; FIELD SAMPLES SHIPPED
<br />TO LABORATORY
<br />PARTS OF STRUCTURE PEP PARED FOR PLACING:
<br />EXCAVATION, SHORING, FORMS, REINFORCEMENT, CONSTRUCTION JOINTS, OPENINGS, DOWELS,
<br />EMBEDDED FIXTURES
<br />PLACING:
<br />WEATHER (TEMPERATURE, HUMIDITY, WIND, SKY, TIMES OF OBSERVATION) ADEQUACY OF
<br />ORGANIZATION AND EQUIPMENT TIMES OF STARTING AND STOPPING PLACEMENT, DELAYS, UNUSUAL
<br />BATCHES, KINDS AND VOLUMES OF CONCRETE PLACED, PARTS OF STRUCTURE COMPLETED
<br />TESTS OF CONCRETE:
<br />CONSISTENCY AT FORMS, SPECIMENS FOR STRENGTH TESTS (IDENTIFICATION OF SAMPLE, MIX DATA,
<br />CURING, AGE OF TEST SPECIMENS SHIPPED TO LABORATORY)
<br />CURING, FORM REMOVAL:
<br />(FOR VARIOUS PARTS FO STRUCTURE); CURING; DATA AND AGE (IN HOURS) AT BEGINNING ± DATE OF
<br />COMPLETION, FORMS REMOVED, SIDES, BOTTOM OF MEMBER (STATE AGE OF CONCRETE), CONDITION OF
<br />FORMED SURFACES, DEFECTIVE AREAS REPAIRED ± DEFECTIVE SECTIONS REPLACED
<br />SPECIAL WORK:
<br />(GROUTING, SPRAYED MORTAR, ORNAMENTAL CONCRETE):
<br />GENERAL:
<br />(CONDITION OF, OR CHANGES IN, ORGANIZATION, EQUIPMENT, OR METHODS OF, UNUSUAL FEATURES)
<br />PHOTOGRAPHS:
<br />PHOTOGRAPHS TAKEN AT FREQUENT INTERVALS TO SHOW PROGRESS OF THE WORK FORM A VALUABLE
<br />PART OF THE RECORDS OF CONSTRUCTION. USUALLY PROGRESS PHOTOGRAPHS ARE TAKEN AT REGULAR
<br />INTERVALS AND ADDITIONAL PHOTOGRAPHS ARE TAKEN WHENEVER IT IS DESIRABLE TO RECORD SUCH
<br />INFORMATION AS THE CONDITION OF AN EXCAVATION SURFACE, FAULTY METHODS OF PLACING
<br />CONCRETE, OR UNUSUAL METHODS OF CONSTRUCTION.
<br />IV. DETAILED SUGGESTED PREPARATION NOTES
<br />A. PREPARATION
<br />1. VERIFY PERMITS OBTAINED
<br />2. ADEQUATE SUPERVISION/MEN/EQUIPMENT
<br />3. APPROVED PLANS/SPECS/SHOP DRAWINGS ON THE JOB/ REPHORING PLAN/ACTIVITY SCHEDULE
<br />4. SET UP LOG/DAILY DIARY
<br />5. ARRANGEMENTS FOR TESTING HAVE BEEN MADE
<br />6. PRECONSTRUCTION MEETING
<br />7. WATCH/OBSERVE FOR DANGEROUS WORK PRACTICES/METHODS
<br />SPECIAL INSPECTIONS:
<br />1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTIONS 109 & CHAPTER 17 OF THE FLORIDA BUILDING
<br />CODE. REFER TO TABLES 1 THROUGH 4 FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS.
<br />2. SPECIAL INSPECTIONS & ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED
<br />INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740
<br />(SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE
<br />INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND/OR
<br />ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED
<br />BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF
<br />AWS D1.1 THE OWNER SHALL SECURE AND PAY FOR THE SERVICES OF THE INSPECTION AND TESTING
<br />AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TEST.
<br />3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE
<br />APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.
<br />4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE
<br />BUILDING OFFICIAL, STRUCTURAL ENGINEER OF RECORD, CONTRACTOR, AND OWNER. THE SPECIAL
<br />INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK REQUIRING SPECIAL
<br />INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION
<br />DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN
<br />CORRECTED.
<br />QUALITY ASSURANCE PLAN:
<br />1. QUALITY ASSURANCE PLANS SHALL CONFORM TO SECTION 109 OF THE FLORIDA BUILDING CODE.
<br />2. REFER TO SPECIAL INSPECTION & STRUCTURAL OBSERVATION SECTIONS FOR SPECIAL INSPECTION,
<br />TESTING, AND STRUCTURAL OBSERVATION REQUIREMENTS.
<br />STRUCTURAL OBSERVATIONS:
<br />1. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR
<br />A REPRESENTATIVE OF THE STRUCTURAL ENGINEER OF RECORD.
<br />EXAMPLES OF ITEMS THAT MAY BE INSPECTED WHEN DEEMED NECESSARY BY THE SPECIAL INSPECTOR.
<br />A. FOUNDATIONS:
<br />1. EXCAVATION/SUBSURFACE PREPARATION/BEARING CAPACITY
<br />2. INDEPENDENT TESTING RECORDS/APPROVALS (DENSITY)
<br />3. PLACEMENT AND SIZES OF ANCHOR BOLTS/REBAR/POST-TENSIONING TENDONS
<br />4. CONCRETE COVER
<br />5. PROVISION FOR UTILITIES/CONDUIT IN STRUCTURAL ELEMENTS
<br />6. MOISTURE PROTECTION
<br />7. SAFETY - EXCAVATION, TRAFFIC MAINTENANCE - EXISTING STRUCTURES - IMPACT
<br />8. STRESSING REPORTS OF POST -TENSIONED TENDONS
<br />B. CONCRETE:
<br />PROPER INSPECTION REQUIRES ADEQUATE INSPECTION DURING THE PLACING OF CONCRETE AND ITS
<br />FINISHING AND INCLUDES PREPARATIONS PRIOR TO THE START OF CONCRETING SUCH AS PROPER
<br />FORMWORK, PLACING OF REINFORCING, CLEANING THE SURFACE OF THE FORMWORK, ETC., AS WELL
<br />AS PROPER PROTECTION AND CURING OF THE FINISHED CONCRETE.
<br />1. REBAR:
<br />a. CHECK SHIPMENT - MILL INSPECTION/DAMAGE/EXCESSIVE RUST
<br />b. SIZE/GRADE/BENDING
<br />c. PLACEMENT (LOCATION)
<br />d. SUPPORT/TIE/DEGREE OF SUPPORT AND STABILITY DURING POUR
<br />e. COVER
<br />f. LENGTH AND SPLICES/LAPS/HOOKED BOTTOMS
<br />g. APPROVED SHOP DRAWINGS
<br />h. CLEAN BEFORE POUR
<br />2. EMBEDDED FIXTURES:
<br />a. ANCHOR BOLTS
<br />b. INSERTS
<br />c. PIPE SLEEVES
<br />d. CONDUITS
<br />3. OPENINGS WHICH ARE NOT SHOWN ON THE PLANS, INCLUDING REINFORCING STEEL AROUND
<br />SUCH OPENINGS:
<br />4. PLACEMENT:
<br />a. METHODS USED FOR TRANSPORTING, HANDLING AND PLACING CONCRETE SHOULD BE
<br />REVIEWED FOR AVOIDANCE OF WHATEVER MAY CAUSE POOR CONSISTENCY CONTROL OR
<br />SEGREGATION.
<br />b. THE NUMBER AND CONDITION OF CONCRETE VIBRATORS SHOULD BE VERIFIED INCLUDING
<br />EXTRA STAND-BYS, TO ELIMINATE AIR AND ROCK POCKETS
<br />c. PREPLANNED CONSTRUCTION JOINTS OR EMERGENCY JOINTS SHOULD BE SUBSTANTIATED -
<br />JOINTS SHALL BE LOCATED AND MADE SO AS LEAST TO IMPAIR THE STRENGTH OF THE
<br />STRUCTURE. JOINTS SHALL BE PROPERLY PREPARED PRIOR TO MAKING THE SECONDARY POUR.
<br />d. DROP, VIBRATION, CONSOLIDATION
<br />e. TESTS CONDUCTED
<br />f. WATER ADDED
<br />g. AGE
<br />In. DISRUPTION TO REBAR
<br />i. CLEAN UP DEBRIS PRIOR TO PLACEMENT
<br />5. CURING/STRENGTH
<br />a. SPECIAL PROVISIONS CALLED FOR
<br />b. TEST REPORTS VERIFIED
<br />c. ADDITIONAL TEST NEEDED
<br />d. FINISHING, REPAIRING SURFACE DEFECTS
<br />C. STEEL/STRUCTURAL:
<br />1. ERECTION PROCEDURES (SEQUENCE)
<br />2. APPROVED SHOP DRAWINGS
<br />3. MILL TEST REPORTS
<br />4. MARKSNERIFICATION OF SITE PROVIDED AND SPECIFIED
<br />5. WELD TESTS - INSPECTION/TOUCHING UP THE FIELD WELDS WITH PAINT
<br />6. BOLTING - SIZE/TYPE/TOURQUE/EDGE/DISTANCES/WASHERS
<br />a. TURN -OF -NUT TIGHTENING
<br />7. SURFACE FINISH/SHOP CONSTRUCTION - GALVANIZED OR BARE
<br />8. IDENTIFICATION OF ASTM SPECIFICATION MARK
<br />9. METAL DECK FASTENING/TOUCHING WITH PAINT AND WELDED
<br />10. WELDING ELECTRODES
<br />NOTE: PREFABRICATED STRUCTURAL STEEL COMPONENTS
<br />SPECIAL INSPECTION FOR STRUCTURAL STEEL FABRICATORS WHO ARE CURRENT MEMBERS OF THE
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ACTIVELY PARTICIPATE IN THEIR
<br />CERTIFICATION PROCESS, NEED NOT BE PROVIDED. THE CERTIFICATE OF COMPLIANCE SHALL BE
<br />PROVIDED AT THE COMPLETION OF FABRICATION.
<br />D. MASONRY:
<br />1. REINFORCED AND PARTIALLY REINFORCED:
<br />a. STEEL PLACEMENT/LAP LENGTHS
<br />b. ALIGNMENT FO CELLS TO BE FILLED/SLUMP OF GROUT/CELLS TO BE WET BEFORE POURING
<br />c. VERIFICATION OF FILLED CELLS/OBSERVATION HOLES
<br />d. MORTAR MIX ADEQUATE
<br />E. WOOD CONSTRUCTION:
<br />1. FABRICATION OF PRE -FABRICATED STRUCTURAL ELEMENTS:
<br />a. CHECK SHIPMENT - MILL INSPECTION/DAMAGE/EXCESSIVE RUST
<br />b. SIZE/GRADE/BENDING
<br />c. PLACEMENT (LOCATION)
<br />d. APPROVED SHOP DRAWINGS
<br />2. FABRICATION OF HIGH -LOAD DIAPHRAGMS:
<br />a. STRUCTURAL PANEL GRADE & THICKNESS
<br />b. NOMINAL SIZE OF FRAMING MEMBERS
<br />c. FASTENERS
<br />3. ROOF/FLOOR FRAMING:
<br />a. ROOF/FLOOR SHEATHING SIZE, SPECIES, GRADE, FASTENERS
<br />b. TEMPORARY/PERMANENT TRUSS BRACING
<br />c, ROOF/FLOOR/BEAM MEMBER SIZE, SPECIES, GRADE, CONNECTIONS
<br />d. ANCHORAGE TO WALL/LOAD PATH
<br />4. WALL FRAMING:
<br />a. WALL SHEATHING SIZE, SPECIES, GRADE, FASTENERS
<br />b, STUD/PLATE/BEAM SIZE, SPECIES, GRADE, CONNECTIONS
<br />c. ANCHORAGE TO FLOOR/FOUNDATION, CONTINUOUS LOAD PATH
<br />F. MISCELLANEOUS STRUCTURAL COMPONENTS SUCH AS HANDRAILS. GUARDRAILS. STAIRWAYS ETC.
<br />G. GENERAL OBSERVATIONS:
<br />1. CHECK LOCAL FAILURES:
<br />a. HAIRLINE CRACKS
<br />b. DEFLECTION
<br />c. SETTLEMENT
<br />d. OVERLOADS DUE TO STORAGE OF MATERIALS
<br />e. HONEY COMBING/EXPOSED REINFORCING STEEL/RUST SPOTS
<br />H. RECORDS:
<br />1. CONCRETE:
<br />a. REBAR MILL REPORTS
<br />b. SLUMP TEST ASTM C143
<br />c. COMPRESSION TESTS OF MOLDED CYLINDERS ASTM C31.39 THREE SPECIMENS PER 50 CUBIC
<br />YARDS
<br />d. CYLINDRICAL CORES (ASTM C42)
<br />2. STEEL:
<br />a, MILL TEST REPORTS
<br />b. WELDING INSPECTION REPORTS
<br />3. BUILDING OFFICIAL STANDARD REPORTING FORMS, AS MAY BE REQUIRED
<br />4. OTHER RECORDS AS MAY BE DEEMED NECESSARY BY THE SPECIAL INSPECTOR SUCH AS:
<br />a. CONCRETE TEST CYLINDER REPORTS
<br />b. CHANGES BY THE DESIGN ARCHITECT & ENGINEER
<br />c. SOIL DENSITY TEST REPORTS
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<br />Zephyr
<br />Commons
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<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />Threshold Inspection &
<br />Quality Assurance
<br />Plans
<br />S3.01 a
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