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STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE REQUIRED SPECIAL INSPECTIONS - FABRICATION REQUIRED SPECIAL INSPECTIONS - CONCRETE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. INSPECTION INSPECTION 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: IBC CODE FREQUENCY IBC CODE FREQUEN IBC 2018 SYSTEM OR MATERIAL REF. REMARKS SYSTEM OR MATERIAL REF. CY REMARKS ACI 318-14 CODE OR STD. REF. CODE OR STD. REF. AWC SDPWS 2015 CONT PER. CON PER. ASTM CURRENT EDITION T RCSC 2009 WHERE FABRICATION OF INSPECT REINFORCEMENT, TB ACI 318: 20, TOLERANCE AND STRUCTURAL, LOAD-BEARING INCLUDING EMBEDMENTS AND 1705.3(1) 25.2-25.3, X REINFORCING PLACEMENT 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED OR LATERAL LOAD-RESISTING PRESTRESSING TENDONS, AND 1705.3 26.6.1-26.6.3, QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 MEMBERS OR ASSEMBLIES IS VERIFY PLACEMENT. 1908.4 26.8, 26.13.3 PER ACI 318: 26.6 (MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), AND ASTM E BEING PERFORMED ON THE INSPECT ANCHORS CAST IN WAC51-5 ALL ANCHORS SHALL BE 543(NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE ENGINEER PREMISES OF A FABRICATOR'S CONCRETE 0-1705 ACI 318 17.8.2 - X VISUALLY INSPECTED A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE SHOP, SPECIAL INSPECTION OF BUILDING OFFICIAL. INSPECTION IN FABRICATION 170425 - - - THE FABRICATED ITEMS SHALL INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS . . SHOP BE AS REQUIRED BY TABLE 2 ADHESIVE ANCHORS AND 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE ADHESIVE REINFORCING DOWELS APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE AND AS REQUIRED ELSEWHERE TB ACI 355.41CC/IAPMO REFER TO ANCHOR CALLOUTS FOR ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. IN THE STATEMENT OF INSTALLED IN HORIZONTALLY 1705.3(4. EVALUATION REPORT ACI X - SUSTAINED TENSION (ST) ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT SPECIAL INSPECTIONS. OR UPWARDLY INCLINED a) 318: 17.8.2.4,... DESIGNATION TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. REFERENCE SECTION 1704.2.5.1 ORIENTATIONS TO RESIST FOR APPROVED FABRICATOR SUSTAINED TENSION LOADS. 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE EXCEPTION. MECHANICAL ANCHORS, TB ACI 355.41CC/IAPMO BUILDING OFFICIAL, ENGINEER,CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY ADHESIVE ANCHORS, AND ALL ANCHORS SHALL BE VISUALLY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS ADHESIVE REINFORCING DOWELS 1705.3(4. EVALUATION REPORT ACI - X INSPECTED INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT REQUIRED SPECIAL INSPECTIONS - WOOD NOT DEFINED ABOVE. b) 318: 17.8.2,... ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. TB 6. CONTINUOUS (CONT.) SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO INSPECTION 1705.3(5) ACI 318: 9, IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC (PER.) VERIFY USE OF REQUIRED 1705.3 26.4.3-26.4.4, - X - SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY IBC CODE FREQUEN DESIGN MIX. 1904 26.13.3 PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. SYSTEM OR MATERIAL REF. CY REMARKS 19082 3 CODE OR STD. REF. CON PER. 1908.3 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO T VERIFY CURING METHOD AND ACI 318:26.5.3-26.5.5, _ EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: FABRICATION OF REFER TO INSPECTION IN DURATION OF CURING FOR - X 26.13.3 PREFABRICATED STRUCTURAL 1704.2.5 - - X FABRICATION SHOP EACH MEMBER. - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR ELEMENTS REQUIREMENTS VERIFY MAINTENANCE OF TB DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. SPECIFIED CURING 1705.3(8) ACI 318:26.5.3-26.5.5, VERIFY STRUCTURAL PANEL TEMPERATURE AND 1705.3 26.13.3 X - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY GRADE AND THICKNESS. VERIFY TECHNIQUES. 1908.9 AWCSDP INSPECT A MINIMUM OF THE FIRST 10ANCHORS INSTALLED BY EACH INSTALLER FOR NOMINAL SIZE OF FRAMING $ CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE MEMBERS AT ADJOINING PANEL `o INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC WSTB FABRICATION OF HIGH-LOAD EDGES. VERIFY NAIL OR STAPLE INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND DIAPHRAGMS 4.21705. - - X DIAMETER AND LENGTH, NUMBER N A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL 5.12306. OF FASTENER LINES AND OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION 2 SPACING BETWEEN FASTENERS IN m IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS EACH LINE AND AT EDGE �I TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT MARGINS TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE o BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION. 73 SPECIAL INSPECTIONS APPLY TO - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. 1703.4 ICC/IAPMO HOLD-DOWN ANCHOR SIZE AND PREFABRICATED WOOD SHEAR 1705.1.1 EVALUATION - X PLACEMENT,INCLUDING SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR PANELS (3) REPORT EMBEDMENT LENGTH, INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. SPACING,AND EDGE DISTANCE 8. OBSERVPENDING (OES.): OBSERVE THESE ITEMS ER A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED REQUIRED STRUCTURAL SPECIAL INSPECTIONS - WIND <, PENDING THESE INSPECTIONS.PERFORM (PERF.): PERFORM THESE TASKS FOR EACH ELEMENT. w o RESISTANCE o INSPECTION IBC CODE FREQUEN SYSTEM OR MATERIAL REF. CY REMARKS CODE OR STD. REF. o CON PER. a T GENERAL INSPECT FASTENING OF ROOF DECK, ROOF FRAMING �i CONNECTIONS, WALL 1705.11.3 - - X - CONNECTIONS TO ROOF AND .o FLOOR DIAPHRAGMS AND in o FRAMING. WOOD FIELD GLUING OF DIAPHRAGM X o AND SHEAR WALL ELEMENTS o CONNECTIONS FOR DRAG STRUTS,BRACING, AND SHEAR ALL CONNECTIONS VISUALLY WALL ANCHORAGE AND X INSPECTED HOLD-DOWNS 1705.11.1 a FASTENING OF DIAPHRAGM AND ALL FASTENING VISUALLY SHEAR WALL SHEATHING WITH INSPECTED. NOT REQUIRED EDGE NAILING 41NCHES ON - - X WHERE THE FASTENER SPACING E CENTER OR LESS IS MORE THAN 4 INCHES ON IF SHEET IS LESS THAN 22x34 CENTER REDUCE SCALE ACCORDINGLY c�w PROJECT ENGINEER: SCALE: o�� DWG. No. SB1.3 /� I � - E N. WATSON AS SHOWN PORT OF EVERETT w N 5G p4* �l DESIGNED BY: DATE: U) Port of ��°`° r� N. PALLADINo DATE 2023 CENTRAL MARINA FUEL DOCK CIP NO. EVERETT 2-°-073-°' 5 `o DRAWN BY: CHECKED BY: /G�/ ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 \�9 T. LEMONS S. KLIEB LER NOOOJECTMR-GM-2023-01 Li Seattle,Washington 98101 ti APPROVED BY STATEMENT OF SPECIAL w EVERETT, WA 98206 (425) 259-3164 (206)382-0600 Fax(206)382-0500 ,�� INSPECTIONS a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 45 OF a