HomeMy WebLinkAboutR-406939INSPECTION AND TESTING
1. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY THE
BUILDING OFFICIAL. THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS.
SPECIAL INSPECTION SCHEDULE
ESTABLISHED PER 2012 IBC CHAPTER 17
ITEM
CONTINUOUS
INSPECTION
PERIODIC
INSPECTION
COMMENTS
SOILS
GRADING, EXCAVATION, FILL & COMPACTION
X
FINAL FOUNDATION PREPARATION
X
PREFAB. CONSTRUCTION
X
REF. NOTE 7
CONCRETE
REINFORCING PLACEMENT
X
ANCHOR BOLTS & INSERTS
X
PREPARATION OF TEST SPECIMENS
X
REF. NOTE 8
CONCRETE PLACEMENT
X
CURING
X
STRUCTURAL STEEL
FABRICATION & ERECTION
X
HIGH STRENGTH BOLTING
X
REF. NOTE 10
PARTIAL/COMPLETE PENETRATION WELD
X
REF. NOTE 11 & 12
2. SPECIAL INSPECTION SHALL BE PERFORMED BY THE OWNERS SPECIAL INSPECTOR IN ACCORDANCE WITH IBC
CHAPTER 17. ITEMS IDENTIFIED AS "CONTINUOUS INSPECTION" SHALL BE CONSIDERED HOLD POINTS &
CONTRACTOR SHALL NOT PERFORM RELATED WORK UNTIL SPECIAL INSPECTOR IS ON SITE. CONTRACTOR SHALL
PROVIDE THREE (3) BUSINESS DAYS NOTICE TO OWNER PRIOR TO REQUIRED INSPECTION.
3. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PREFORMED BY AN APPROVED FABRICATOR PER IBC SECTION
1704.2.5.2. SUBMIT FABRICATOR'S CERTIFICATES OF COMPLIANCE FOR REVIEW PRIOR TO FABRICATION OF ANY
WORK. CONTRACTOR SHALL SUBMIT CERTIFICATES OF COMPLIANCE THAT STATES WORK HAS BEEN DONE IN
ACCORDANCE WITH THE CONTRACT REQUIREMENTS AT PROJECT COMPLETION.
4. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES
OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL
INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL
INSPECTION IS IN COMPLIANCE.
5. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN
PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN.
6. SPECIFIED LABORATORY TEST MIXES AND SIMILAR TEST RESULTS TO VERIFY MATERIAL QUALITY AND
CONFORMANCE TO SPECIFICATIONS, AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE
PROJECT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
7. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE
CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION
IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.
8. TESTING OF CONCRETE SAMPLES SHALL BE IN ACCORDANCE WITH ACI 318 AND IBC. TESTING SHALL INCLUDE
SPECIED COMPRESSIVE STRENGTH (f'c), AIR CONTACT, AND SLUMP.
9. INSPECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH IBC SECTION 1705.2.
10. INSPECTION OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED TO BE PREFORMED ON A PERIODIC BASIS
WHEN USING THE TURN —OF —NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR
METHOD, OR THE ALTERNATE DESIGN FASTENER (TWIST —OFF BOLT) METHOD. JOINTS DESIGNED AS SNUG TIGHT
NEED ONLY PERIODIC INSPECTION.
11. ALL WELDS SHALL BE VISUALLY INSPECTED.
12. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR TESTED BY USING ANOTHER
APPROVED METHOD.
CALL 2 BUSINESS DAYS BEFORE YOU DIG
1 800 424-5555
UTILITIES UNDERGROUND LOCATION CENTER 11 ENGINEERS, INC
1736 Fourth Avenue S
Suite A
Seattle, WA 98134
P: 206.624.1387
www.pndengineers.com
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CONTRACTOR AS—BUILTS PROVIDED BY TERRADYNAMICS INC 04/07/21
RECORD DRAWINGS 04/16/21
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY THE
CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN SURVEYED
OR VERIFIED FOR COMPLETENESS, AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS
NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT.
NO.
REVISION
SURVEYED:
DESIGNED:
C.
FORNACE
DRAWN:
D.
McDONALD
CHECKED:
C.
WIEST
APPROVED:
T.
BELSICK
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
D
D RENTON
Community Services Dept.
SUNSET NEIGHBORHOOD PARK
PHASE 2
GENERAL STRUCTURAL NOTES
R-406939
DATE:
4/15/21
FIELDBOOK:
PAGE:
S-2
SHEET: OF:
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