6000 23RD DR W 2017 TEAGUE Plans 2022-11-04 (2)

� 2 3 4 5 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING - CONTINUED D TABLE 2B - REQU I RED STRUCTU RAL SPECIAL I NSPECTIONS FOR STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: E 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC)AND THE REFERENCE CODES AND STANDARDS , ♦ WI N D RES ISTAN C LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. INSPECTION 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: � ' ' � SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY(NOTE 6) REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC IBC 2015 GENERAL ac� 318-14 _ _ AWC SDPWS 2015 � � � • . . .. •• � INSPECT FASTENING OF ROOF DECK, ROOF AWS CURRENT EDITION FRAMING CONNECTIONS, WALL CONNECTIONS 1705.11.3 - - X - ASTM CURRENT EDITION TO ROOF AND FLOOR DIAPHRAGMS AND AISC 360-10 FRAMING. 341-10 • � COLD-FORMED STEEL FRAMING Rcsc Zoo9 . WELDED CONNECTIONS FOR DIAPHRAGM TMS 402-13, 602-13 ELEMENTS, DRAG STRUTS, SHEAR WALL AWS D1.3: 6 _ X ALL WELDS VISUALLY INSPECTED PER AWS SDI QA/QC-2011 ELEMENTS AND BRACING. D1.3: 6.1 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE � 1601 Fifth Avenue,Suite 1600 ALL CONNECTIONS VISUALLY INSPECTED. NOT REQUIREMENTS OF ASTM E 329 (MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND Seattle,wA 98101 1705.11.2 REQUIRED IF SHEATHING IS GYPSUM BOARD, INSPECTING AGENCY SHALL FURNISH TO THE �`*STRUCTURAL** **ENGINEER** **ARCHITECT**A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL 206.622.ss2i CONNECTIONS FOR DIAPHRAGM ATTACHMENT, FIBERBOARD, OR IF SHEATHING IS WOOD INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. **AND kpff.com DIAPHRAGM CHORDS, DRAG STRUTS, SHEAR - ' X STRUCTURAL PANEL OR STEEL SHEET ON WABO** WALL ELEMENTS, BRACING AND HOLD-DOWNS. ONLY ONE SIDE AND FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL - • � • - WOOD DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON FASTENING OF DIAPHRAGM AND SHEAR WALL ALL FASTENING VISUALLY INSPEGTED. NOT DISCOVERY. � P . � SHEATHING WITH EDGE NAILING 4 INCHES ON - - X REQUIRED WHERE THE FASTENER SPACING IS c��oF �Askf l� CENTER OR LESS MORE THAN 4 INCHES ON CENTER 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, '��`� �� C CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL � �' C INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN . �� w� � t, 0036475 �� ' � 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED �S�'IONAL��`�� '�� TABLE 3 - REQU i RE D STRU CTU RAL TESTI N G IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE p��2\ WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. TESTING ' ' • � ' � SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY REMARKS 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: REFERENCE REFERENCE CONTINUOUS PERIODIC - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. Warehouse GEOTECHNICAL - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER • VARIES� MINIMUM MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A Bath room Expansion FILL IN-PLACE DENSITY OR PREPARED PER IBC APPENDIX - X BY THE OWNERS REPRESENTATIVE MINIMUM OF 5°/a OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME SUBGRADE DENSITY J107.5 WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE F�R ' - 1705.6 VARIES; BROUGHT INTO COMPLIANCE BY EITHER TESTWG OR RE-INSTALLATION. CLASSIFICATION AN MATERIAL VERIFICATION TESTING OF - X BY THE OWNERS REPRESENTATiVE - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. T��C�U G/ BOG I n Ca CONTROLLED FILL - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS -- MATERIALS WERE INSPECTED. � CONCRETE 8. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. AT EACH SAMPLE: (NOTE 9) REFER TO GENERAL NOTES FOR PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT. CONCRETE STRENGTH, UNO ASTM C 39 1 CYL- 7 DAYS TEST AGE. FOR 6 BY 12-INCH CYLINDERS, 2 6000 - 23rd Drive West ACI 318: 26.12 3 CYL - TEST AGE CYLINDERS AT TEST AGE IS PERMITTED. 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND 1 CYL - HOLD CYL = CYLINDER INSPECTING AGENCY. ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR Everett, Wa 98206 AND PROVIDED AT CONTRACTOR'S EXPENSE. CONCRETE SLUMP ASTM C 143 ONE TEST PER AT POINT OF PLACEMENT COMPOSITE SAMPLE CONCRETE AIR CONTENT ASTM C 231 ONE TEST PER MIN ONE PER DAY POSSIBLE ADDITIONAL NOTES: PERMIT SET COMPOSITE SAMPLE 08/21/2017 g B CONCRETE TEMPERATURE ASTM C 1064 ONE TEST PER ONE TEST PER HOUR WHEN AIR TEMP IS CONTRACTOR RESPONSIBILITY: COMPOSITE SAMPLE BELOW 40 DEG F OR ABOVE 80 DEG F This drawing is: STEEL FOR SEISMIC DESIGN CATEGORY C, D, E AND F STRUCTURES, THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC 1. Copyright 2017 Dykeman, Inc. FORCE-RESISTING SYSTEM, OR A WIND OR SEISMIC FORCE-RESISTING COMPONENT LISTED IN TABLES 2C, 3 AND 4. THE CONTRACTOR SHALL SUBMIT A WRITTEN 2. The ArchitecYs Instrument of Professional Service. RT-AWS D1.1: 6.16 STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE 3. For use on this ro ect onl Obtain Architect's RADIOGRAPHIC (RT) MT-AWS D1.1: 6.14.4 ALL CJP WELDS IN MATERIALS 5/16" OR P � y� MAGNETIC PARTICLE (MT)AND ULTRASONIC (UT) AISC 360 N5.5 UT-AWS D1.1: 6.13 8� PER DRAWINGS GREATER REQUIRE UT TESTING CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: written permission for any other use or reproduction. TESTING OF WELDS 6.14.3 PRE-CONSTRUCTION TESTING OF WELDED 1705.2.2 AWS D1.1: 7.7.1 EACH SIZE AND TYPE OF _ 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. � � � STUDS STUD EACH SHIFT 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING RCSC OFFICIAL. ZO� 7-013 1705.2.1 SPECIFICATION FOR EACH COMBINATION OF PRE-INSTALLATION VERIFICATION OF STRUCTURAL JOINTS DIAMETER, LENGTH, 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION • PRETENSIONED HIGH STRENGTH BOLTS AISC 360: TB USING GRADE, AND LOT TO BE N5.6-1 HIGH-STRENGTH USED IN THE WORK OF THE REPORTS. BOLTS, SECTION 7 MARK DATE DESCRIPTION 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. . � . PRINCIPAL IN CHARGE:� - PROJECT MANAGER: � - PROJECTARCHITECT: � - JOB CAPTAIN: � - A � - . STATEMENT OF , SPECIAL INSPECTIONS . . : NOT FOR CONSTRUCTION � 2 3 4 5