HomeMy WebLinkAboutB17-0340_S-002-1_1507837284.pdfSTATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING
QUALITY ASSURANCE GENERAL NOTES
1) GENERAL:
1A)SCOPE OF WORK
- THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL
INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN.
- [SPECIAL INSPECTIONS AND TESTING INCLUDE THE ADDITIONAL STRUCTURAL SPECIAL INSPECTION
AND TESTING REQUIREMENTS FOR SEISMIC AND/OR WIND RESISTANCE.]
- SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION
REQUIRED BY IBC 2015 SECTION 110.
- REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY
ASSURANCE AND QUALITY CONTROL.
- REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL
INSPECTION AND TESTING THAT MAY BE REQUIRED.
- SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK
ADDED BY AMENDMENTS TO THESE DOCUMENTS.
1B)DEFINITIONS
- SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY
HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS.
- SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015
SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED
STANDARDS.
- (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL
INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE
THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE
COMPLETION OF THE WORK.
- (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK
BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING
PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE
WORK.
1C)DEFICIENCIES IN WORK
- CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE
CONTRACT DOCUMENTS AND REFERENCED STANDARDS.
- ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY
THE CONTRACTOR.
2) SHOP FABRICATIONS:
2A)GENERAL
- PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND
ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND
TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING
JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A
CURRENT ICC-ES EVALUATION REPORT. THE AUTHORITY HAVING JURISDICTION HAS APPROVED
FABRICATORS PARTICIPATING IN THE AISC CERTIFICATION PROGRAM AND DESIGNATED AS AN AISC
CERTIFIED PLANT, CATEGORY STD.
- SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP
FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND
APPROVED.
- AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF
COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2015 SECTION 1704.2.5.1.
- APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE
TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR
EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE
TESTING (ASNT) SNT-TC-1A OR ASNT CP-189.
2B)SHOP FABRICATIONS INCLUDED
- SHOP FABRICATED METAL WALL PANELS
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
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DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP,
P.C.
Sheet Title:
Revisions Date
Sheet Information
Project Information
Issuance
Consultant
EAST
WING
ENABLING
6/30/2017
2:53:45 PM
16.0188.S.01
S-002-1
QUALITY ASSURANCE
06/30/17
PERMIT VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road
West,
Vail, CO 81657
2.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR
COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL.
1.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION
REQUIREMENTS.
SOILS SPECIAL INSPECTION NOTES:
- PLACEMENT
C -VERIFY USE OF PROPER MATERIALS,
DENSITIES, COMPACTION, AND LIFT...
- PRIOR TO PLACEMENT
P -VERIFY SUBGRADE HAS BEEN PROPERLY
PREPARED
CONTROLLED FILL
- BEARING MATERIAL
P SOILS REPORT
VERIFY BEARING MATERIAL IS ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY
- EXCAVATION
P -
VERIFY EXCAVATIONS ARE EXTENDED TO THE
PROPER DEPTH AND HAVE REACHED THE
PROPER BEARING MATERIAL
SUBGRADE
ITEM FREQUENCY STANDARD` CRITERIA
SOILS SPECIAL INSPECTIONS
- SHORE/FORM REMOVAL P ACI 318 6.2 FOR BEAMS AND STRUCTURAL SLABS
- CURING P ACI 318 5.11-5.13 -
- PLACEMENT OF
CONCRETE C ACI 318 5.9-5.10 -
- FORMWORK PRIOR TO
PLACEMENT OF
CONCRETE
P ACI 318 6.1.1
INSPECT FIRST POUR OF EACH TYPE (GRADE
BEAM, COLUMN, STRUCTURAL SLAB,
SLAB-ON-DECK, ETC.)
- MIX DESIGN
EACH TRUCK -VERIFY USE OF APPROVED DESIGN MIXTURE
FOR EACH TRUCK LOAD
CONCRETE
- WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE
- PRIOR TO PLACEMENT
OF CONCRETE
100% -
VERIFY TYPE, FINISH, DIAMETER, LENGTH,
QUANTITY,
EMBEDMENT LENGTH, SPACING AND
EDGE DISTANCES. VERIFY USE OF PLACING
TEMPLATE WHERE SPECIFIED
BOLTS AND EMBEDMENTS
- MECHANICAL
CONNECTORS C ICC-ES REPORT -
- COATED REINFORCING P ACI 301 3.2.1.2 -
- FIELD BENDING P ACI 301 3.3.2.8 -
- WELDING C AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL
- PRIOR TO PLACEMENT
OF CONCRETE 100%
- DURING PLACEMENT
P
ACI 318 3.5,
7.1-7.7
VERIFY GRADE, FINISH, SIZE, BAR QUANTITY,
LOCATION, SPACING, COVER, HOOK LENGTHS,
SPLICE LENGTH, SPLICE LOCATIONS, BEND
DIAMETERS, COATING, SURFACE CONDITION,...
REINFORCING STEEL
ITEM FREQUENCY STANDARD CRITERIA
STRUCTURAL CONCRETE SPECIAL INSPECTIONS (ACI 318-08/11)
2.REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF
CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE
STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR
TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39.
1.NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS
FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE.
STRUCTURAL CONCRETE TESTING NOTES:
- COMPRESSIVE
STRENGTH
EACH
COMPOSITE
SAMPLE
ASTM C31
ASTM C39
EITHER:
(4)6x12 OR
(6)4x8
CYLINDERS
TEST PER SCHEDULE
BELOW:
- 7 DAYS: (1)6x12 OR (1)4x8
- 28 DAYS: (2)6x12 OR (3)4x8
- 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO
NOT ACHIEVE SPECIFIED 28 DAY STRENGTH)
ACCEPTANCE CRITERIA PER ACI 318
- COLD WEATHER CURING
- ASTM C1074
RECORD MAXIMUM AND MINIMUM CONCRETE
TEMPERATURE DURING CURING PERIOD, WHEN
DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR
BELOW IS EXPECTED FOR 3 SUCCESSIVE DAY...
- UNIT WEIGHT FOR
STRUCTURAL
LIGHTWEIGHT
EACH
COMPOSITE
SAMPLE
ASTM C138 -
- TEMPERATURE EACH
COMPOSITE
SAMPLE AND 60
MINUTE...
ASTM C1064
REQUIRED WHEN AIR TEMPERATURE IS
40 °F
AND BELOW OR 80°F AND ABOVE
- AIR CONTENT WHEN AIR
ENTRAINMENT IS
SPECIFIED AND
LIGHTWEIGHT
CONCRETE
EACH
COMPOSITE
SAMPLE
ASTM C231
PRESSURE
METHOD (NWC)
OR ASTM C173
VOLUMETRIC...
-
- SLUMP/SLUMP FLOW
EACH
COMPOSITE
SAMPLE
ASTM C143
(SLUMP) OR
ASTM C1611
(SLUMP FLOW)
SPECIFIED SLUMP SHALL BE AS SUMBITTED IN
THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL
TESTS WHEN CONCRETE CONSISTENCY
APPEARS TO CHANGE
3. DRILLED PIERS
EACH SHAFT
2. f'c ≥ 5000 PSI AND
SHOTCRETE 50 CY/MIX/DAY
1. f'c < 5000 PSI 100 CY/MIX/DAY
- COMPOSITE SAMPLE
ASTM C172
OBTAIN AT POINT OF PLACEMENT. FOR DRILLED
PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOR
TO PLACEMENT IN SHAFT. ADJUST FREQUENCY
AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL
TESTS PER MIX BUT NOT MORE THAN ONE
SAMPLE PER TRUCK LOAD
CONCRETE
- WELDING - - PER STRUCTURAL STEEL TESTING
REINFORCING STEEL, BOLTS AND EMBEDMENTS
ITEM FREQUENCY STANDARD CRITERIA
STRUCTURAL CONCRETE TESTING
- CURE TIME
100% VISUAL -VERIFY FULL CURE TIME HAS ELAPSED PRIOR
TO APPLICATION OF TORQUE OR LOAD TO...
- AFTER INSTALLATION OF
ATTACHED ASSEMBLY
100% VISUAL -
VERIFY NUMBER, EDGE DISTANCES, AND
ANCHOR FLUSH WITH AND PERPENDICULAR TO
THE RECEIVING SURFACE
- DURING INSTALLATION
OF ANCHOR
C ICC-ES REPORT
CONTINUOUS INSPECTION REQUIRED
REGARDLESS IF PERIODIC INSPECTION IS
PERMITTED BY ICC-ES REPORT. VERIFY HOLE
DIMENSIONS, HOLE CLEANING, ANCHOR...
- PRIOR TO INSTALLATION
OF ANCHOR EACH ANCHOR ICC-ES REPORT
VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND
BASE MATERIAL. VERIFY SOLID GROUTED AREA
AROUND ANCHORS IN GROUTED MASONRY
- PRIOR TO START OF
WORK - ICC-ES REPORT
REVIEW CONTRACTOR'S INSTALLATION
PROCEDURE
ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE
- AFTER INSTALLATION OF
ATTACHED ASSEMBLY 100% VISUAL -
VERIFY NUMBER, EDGE DISTANCES, AND
ANCHOR FLUSH WITH AND PERPENDICULAR TO
THE RECEIVING SURFACE
- DURING INSTALLATION
OF ANCHOR
C ICC-ES REPORT
CONTINUOUS INSPECTION REQUIRED
REGARDLESS IF PERIODIC INSPECTION IS
PERMITTED BY ICC-ES REPORT. VERIFY HOLE
DIMENSIONS, HOLE CLEANING, ANCHOR...
- PRIOR TO INSTALLATION
OF ANCHOR
EACH ANCHOR ICC-ES REPORT
VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND
BASE MATERIAL. VERIFY SOLID GROUTED AREA
AROUND ANCHORS IN GROUTED MASONRY.
VERIFY MAXIMUM IMPACT WRENCH TORQUE...
- PRIOR TO START OF
WORK - ICC-ES REPORT
REVIEW CONTRACTOR'S INSTALLATION
PROCEDURE
EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS
ITEM FREQUENCY STANDARD CRITERIA
POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS
- TENSION TEST
FIRST 3 AND 1%
OF REMAINING
ASTM E488
STATIC TENSION
TEST THE INSTALLATION OF THE FIRST 3 OF
EACH TYPE, BASE MATERIAL, AND POSITION
(DOWN, HORIZONTAL, OVERHEAD). OBSERVE
ASTM E488 MINIMUM EDGE DISTANCES FOR
DETERMINING TEST LOCATIONS. SUBMIT
PROPOSED TEST
LOCATIONS AND REQUESTS FOR REQUIRED...
ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE
- TORQUE TEST
100% -
TEST ANCHOR WITH CALIBRATED TORQUE
WRENCH TO 100% OF THE INSTALLATION
TORQUE NOTED IN ICC-ES REPORT. ATTAIN
SPECIFIED TORQUE WITHIN 1/2 TURN OF THE...
EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS
ITEM FREQUENCY STANDARD CRITERIA
POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING
6/30/17
10/12/17