Laserfiche WebLink
STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS NOTES <br /> STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: <br /> 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER.17 OF THE INTERNATIONAL BUILDING CODE(IBC).REFER TO TABLES 1 AND 2 FOR SPECIAL <br /> INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. <br /> 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: <br /> IBC 2012 <br /> ACI 318-11 <br /> AWS CURRENT EDITION <br /> ASTM CURRENT EDITION <br /> AISC 360.10 <br /> RCSC 2009 <br /> 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING PROVIDED BY COMMUNITY TRANSIT SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING <br /> AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329(MATERIALS),ASTM D 3740(SOILS),ASTM C 1077(CONCRETE),ASTM A 880 <br /> (STEEL).AND ASTM E 543(NON-DESTRUCTIVE).THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE <br /> OF ACCREDITATION.SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL.WELDING INSPECTORS SHALL BE QUALIFIED PER <br /> SECTION 6.1.4.1.1 OF AWS D1.1.**AND WABO" <br /> 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.ALL <br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.ISSUES <br /> REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON <br /> DISCOVERY. <br /> 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,STRUCTURAL ENGINEER ARCHITECT, <br /> CONTRACTOR,AND OWNER.THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL <br /> INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE <br /> INSPECTION REPORTS HAVE BEEN CORRECTED. <br /> 6. CONTINUOUS SPECIAL INSPECTION:SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED <br /> IS BEING PERFORMED.PERIODIC SPECIAL INSPECTION:SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE <br /> WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. <br /> 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICCIIAPMO EVALUATION REPORT,INSPECTIONS SHALL BE AS FOLLOWS: <br /> -FOR ALL ANCHORS,PRIOR TO CONCEALMENT,VERIFY:ANCHOR TYPE,ANCHOR DIMENSIONS,ANCHOR SPACING AND EDGE DISTANCE. <br /> -FOR EACH ANCHOR TYPE AND SIZE,INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY <br /> EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT.PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER <br /> MANUFACTURER'S INSTRUCTIONS,PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10%OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A <br /> MINIMUM OF 5%OF THE REMAINING ANCHORS BY EACH INSTALLER.INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME <br /> WHILE ANCHOR INSTALLATION IS ONGOING.ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN(10)CONTINUOUS <br /> INSPECTIONS.NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE <br /> BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. <br /> -INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. <br /> -SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS <br /> WERE INSPECTED. <br /> 8. OBSERVE:OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. <br /> PERFORM:PERFORM THESE TASKS FOR EACH ELEMENT. <br /> 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND <br /> INSPECTING AGENCY.ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR <br /> AND PROVIDED AT CONTRACTOR'S EXPENSE. <br /> O <br /> I g <br /> O <br /> o <br /> M <br /> O <br /> it ..+� <br /> NO. DATE BY REVISION DRAWN: PROJ CT NO.:W.O. #32 <br /> D• <br /> o COMMUNITY TRANSIT MERRILL CREEK w <br /> C DESIGN: SCALE: AS SHOWN CO <br /> to� 1q3ff <br /> •� ,f sy�S� OPS BLDG HOIST BAY CONVERSION <br /> of M NCAO' .I i <br /> �,- 7100 HARDESON ROAD,EVERETT,WASHINGTON CHECKED: DATE: JAN 03, 2017 I_ <br /> 16015th Avenue,Suite 1300 DRAWING NO. <br /> = Seattle,WA 98101 4j,�A�$ STATEMENT OF SPECIAL INSPECTIONS NOTES <br /> 206.352.0600 ` 'S/ONA4 46" - W <br /> www.kpff.com <br /> SHEET NO. /l OF a <br />