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METAL DECK INSPECTIONS WELDING INSPECTIONS STRUCTURAL INSPECTIONS
<br /> 1. INSPECTION OF EXECUTION TASKS PRIOR TO DECK PLACEMENT OC QA 1. INSPECTION TASKS PRIOR TO WELDING OC OC 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL STRUCTURAL WORK FOR
<br /> A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK p P A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE. 0 0 CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL INSPECTION PROVIDED BY
<br /> ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES 0 0 OTHERS DOES NOT RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. ANY STRUCTURAL COD
<br /> PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS. AVAILABLE. P,O* O DEVIATIONS FROM THE CONTRACT DOCUMENTS THAT ARE FOUND AT A LATER DATE AND ARE APEX
<br /> B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK C. MATERIAL IDENTIFICATION (TYPE/GRADE) DECLARED TO BE SIGNIFICANT BY THE STRUCTURAL ENGINEER SHALL BE CORRECTED BY THE
<br /> ACCESSORIES. P P D. WELDER E. FIT UP OF GROOVE WEON SYSTEM'LDS INCLUDING JOINT GEOMETRY) CONTRACTOR WITHOUT COST OR ANY DELAY TO THE PROJECT SCHEDULE. ARCHITECTURE
<br /> 2. INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT. a. JOINT PREPARATION 2. THE CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING AGENCY TO PROVIDE FIELD AND LAB
<br /> A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES b. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) TESTING OF CONSTRUCTION MATERIALS AND TO PROVIDE CONSTRUCTION INSPECTIONS. THE 845 S. Commerce Street
<br /> INSTALLATION WITH CONSTRUCTION DOCUMENTS. P P c. CLEANLINESS (CONDITION OF STEEL SURFACES) CONSTRUCTION INSPECTION SHALL BE DONE BY QUALIFIED INSPECTORS THAT ARE
<br /> B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL d. TACKING (tACK WELD QUALITY AND LOCATION) 0 0 SATISFACTORY TO THE ARCHITECT AND ENGINEER. Stockton, CA. 95206
<br /> CERTIFICATION THAT COMPLY WITH THE CONSTRUCTION N/A P
<br /> e. BACKING TYPE AND FIT (IF APPLICABLE) P,O- 0 209 662-4874
<br /> DOCUMENTS. F. CONFIGURATION AND FINISH OF ACCESS HOLES. 3. THE CONTRACTOR SHALL PROVIDE THE TESTING AND INSPECTING AGENCY ACCESS TO ALL
<br /> C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK G. FIT-UP OF FILLET WELDS. PLACES WHERE THE WORK IS BEING PERFORMED. A MINIMUM OF 24 HOURS NOTIFICATION SHALL apexplanning@hotmail.com
<br /> AND DECK ACCESSORIES. P P a. DIMENSIONS (ALIGNMENT, GAPS AT ROOT) BE GIVEN TO THE TESTING AGENCY AND ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT
<br /> b. CLEANLINESS (CONDITION OF STEEL SURFACES) OF WORK REQUIRING TESTING OR INSPECTION.
<br /> 3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING. c. TACKING (tACK WELD QUALITY AND LOCATION) 0 0 Steven Anthony Torres 11
<br /> A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE. d. CHECK WELDING EQUIPMENT. 4. THE TESTING AGENCY IS NOT AUTHORIZED TO DIRECT OR APPROVE ANY CHANGES FROM THE
<br /> B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES O O CONTRACT DOCUMENTS. IF THE CONTRACTOR WISHES TO QUESTION THE TESTING AGENCY'S Architect # C32553
<br /> AVAILABLE. O O 2. VISUAL INSPECTION TASKS DURING WELDING. INTERPRETATION OF THE CONTRACT DOCUMENTS, HE MAY DO SO DIRECTLY WITH THE ARCHITECT
<br /> C. MATERIAL IDENTIFICATOIN (TYPE/GRADE) A. USE OF QUALIFIED WELDERS OR STRUCTURAL ENGINEER.
<br /> D. CHECK WELDING EQUIPMENT. O O B. CONTROL AND HANDLING OF WELDING CONSUMABLES
<br /> O O a. PACKAGING 5. THE TESTING AGENCY IS NOT AUTHORIZED TO STOP OR DELAY THE WORK. IF THE CONTRACTOR
<br /> 4. INSPECTION OR EXECUTION TASKS DURING WELDING. b. EXPOSURE CONTROL ELECTS TO CONTINUE WITH A CERTAIN PORTION OF WORK AFTER BEING NOTIFIED BY THE
<br /> A. USE OF QUALIFIED WELDERS. C. NO WELDING OVER CRACKED TACK WELDS. TESTING AGENCY THAT SUCH WORK IS NOT IN ACCORDANCE WITH THE CONSTRUCTION PROPERTY OWNER
<br /> B. CONTROL AND HANDLING OF WELDING CONSUMABLES. O O D. ENVIRONMENTAL CONDITIONS DOCUMENTS, THE CONTRACTOR DOES SO AT THEIR OWN RISK AND MAY BE REQUIRED TO
<br /> C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, O O a. WIND PSEED WITHIN LIMITS 0 0 CORRECT THE WORK AT A LATER DATE.
<br /> TEMPERATURE). O O b. PRECIPITATION AND TEMPERATURE 0 0 SRI GOPI
<br /> D. WPS FOLLOWED. E. WPS FOLLOWED 6. THE TESTING AND INSPECTING AGENCY IS NOT INSPECTING FOR O.S.H.A. COMPLIANCE OR 1605 S. EL DORADO ST
<br /> O O a. SETTINGS ON WELDING EQUIPMENT. REQUIRED TO INSPECT TEMPORARY CONSTRUCTION, SUCH AS TEMPORARY BRACING. STOCKTON, CA. 95206
<br /> 5. INSPECTION OR EXECUTION TASKS AFTER WELDING. b. TRAVEL SPEED 0 0 TEMPORARY CONSTRUCTION IS THE CONTRACTOR'S SOLE RESPONSIBILITY.
<br /> A. VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, c. SELECTED WELDING MATERIALS
<br /> SIDELAP, AND PERIMETER WELDS. P P d. SHIELDING GAS TYPE/FLOW RATE 7. TESTING AND INSPECTION IS NOT REQUIRED FOR WORK PERFORMED AT AN OFF-SITE
<br /> B. WELDS MEET VISUAL ACCEPTANCE CRITERIA. e. PREHEAT APPLIED 0 0 FABRICATION SHOP, UNLESS SPECIFICALLY NOTED OR SPECIFIED OTHERWISE.
<br /> C. VERIFY REPAIR ACTIVITIES. P P f. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)
<br /> D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS. P P g. PROPER POSITION (F,V,H2OH) 8. THE PROJECT SPECIFICATIONS TYPICALLY INDICATE THE FREQUENCY OF CONSTRUCTION TESTING R
<br /> h. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AND INSPECTIONS. WHERE THE FREQUENCY IS NOT INDICATED, THE TESTING AGENCY SHALL Aro ti,
<br /> 6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING. P P F. WELDING TECHNIQUES 0 0 SUBMIT A PROPOSAL OF INSPECTION INTERVALS TO THE ARCHITECT/ENGINEER.
<br /> A. MANUFACTURER INSTALLATION INSTURCTIONS AVAILABLE FOR a. INTERPASS AND FINAL CLEANING C 55 '
<br /> MECHANICAL FASTENERS. b. EACH PASS WITHIN PROFILE LIMITATIONS 9. THE TESTING AND INSPECTING AGENCY SHALL ISSUE ONGOING REPORTS OF INSPECTIONS AND -
<br /> B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION. O O G. EACH PASS MEETS QUALITY REQUIREMENTS 0 0 TESTS TO THE CONTRACTOR, ENGINEER, AND ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL an. 31 11
<br /> C. PROPER STORAGE FOR MECHANICAL FASTENERS. P P BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN (IF
<br /> O O 3. VISUAL INSPECTION TASKS AFTER WELDING P,D P,D UNCORRECTED) TO THE ENGINEER AND ARCHITECT OF RECORD.
<br /> 7. INSPECTION S A. WELDS CLEANED
<br /> EXECUTION TASKS DURING MECHANICAL FASTENING O O B. SIZE, LENGTH, AND LOCATION OF WELDS. 10. CONSTRUCTION TESTING BY THE TESTING AND INSPECTING AGENCY IS REQUIRED AS FOLLOWS:
<br /> A. FASTENERS ARE POSITIONED AS REQUIRED. C. WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br /> B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH a. CRACK PROHIBITION TESTING
<br /> MANUFACTURER'S INSTRUCTIONS. O O b. WELD/BASE METAL FUSION A. COMPACTED FILL
<br /> O O
<br /> 8. INSPECTION AC EXECUTION TASKS AFTER MECHANICAL FASTENING. c. CRATER CROSS SECTION B. CONCRETE
<br /> d. WELD PROFILES AND SIZE P,D P,D C. EXPANSION, EPDXY, AND SCREW ANCHORS
<br /> A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT e. UNDERCUT
<br /> FASTENERS. f. POROSITY P,D P,D SPECIAL INSPECTIONS
<br /> B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS. P P D. ARC STRIKEDS A. EARTHWORK: EXCAVATION, GRADING AND FILLING
<br /> C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER E. K-AREA2 P P,D B. PLACEMENT OF CONCRETE AND REINFORCEING
<br /> FASTENERS. P P F. BACKING REMOVED, AND WELD TABS REMOVED (IF REQUIRED) C. EXPANSION, EPDXY, AND SCREW ANCHORS
<br /> D. VERIFY REPAIR ACTIVITIES. G. REPAIR ACTIVITIES.
<br /> E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL P P H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR 11. FIELD BOLTING INSPECTIONS SHALL INCLUDE VISUAL INSPECTION OF ALL THE CONNECTIONS
<br /> FASTENERS. MEMBER RELATED TO STRUCTURAL STEEL. THE SIZE, TYPE, AND QUANTITY OF BOLTS AND THEIR EL DORADO GAS
<br /> P P INSTALLATION SHALL BE INSPECTED. WHERE SLIP-CRITICAL OR PRE-TENSIONED BOLTS ARE
<br /> (QC = QUALITY CONTROL, QA = QUALITY ASSURANCE) P P STATION
<br /> (P = PERFORM, O = OBSERVE) (QC =QUALITY CONTROL, QA= QUALITY ASSURANCE) SPECIFIED, PRE-TENSIONING OF BOLTS SHALL BE VERIFIED BY TESTING.
<br /> (P = PERFORM, O = OBSERVE) IMPROVEMENT
<br /> 12. SPECIAL STRUCTURAL INSPECTIONS ARE REQUIRED AS FOLLOWS PER 2016 CALIFORNIA BUILDING 1605 S. EL DORADO STREET
<br /> THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A CODE: Stockton, CA. 95206
<br /> SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER A. STEEL MEMBERS- SEE AISC 360-10 SECTION N5
<br /> CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE LOW-STRESS TYPE. B. SEISMIC WELDING - SEE AISC 341-10 SECTION J6
<br /> C. SEISMIC BOLTING- SEE AISC 341-10 SECTION J7
<br /> 2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR D. SEISMIC PROTECTED ZONE - SEE AISC 341-10 SECTION J8
<br /> STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT E. CONCRETE CONSTRUCTION - SEE CBC TABLE 1705A.3
<br /> STRUCTURAL WOOD
<br /> THE WEB K-AREA FOR CRACKS WITHIN 3 IN. OF THE WELD. STRUCTURAL
<br /> 13. DEFINITIONS:
<br /> A. QUALITY ASSURANCE (QA) - QUALITY ASSURANCE (QA) INSPECTION OF FABRICATED ITEMS LIVINGSTON ENGINEERING
<br /> 1. SHEARWALLS AND DIAPHRAGMS WHERE NAIL SPACING IS 4 INCHES ON CENTER OR LESS. SHALL BE MADE AT THE FABRICATOR'S PLANT. THE QUALITY ASSURANCE INSPECTOR (QAI) 404 SUNSET DRIVE
<br /> 1. PERIODIC INSPECTION SHALL BE REQUIRED FOR NAILING, BOLTING, ANCHORING, AND SHALL SCHEDULE THIS WORK TO MINIMIZE INTERRUPTION TO THE WORK OF THE FABRICATOR. ROSEVILLE, CA 95678
<br /> OTHER FASTENING OF ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM, B. QUALITY CONTROL (QC) -QC INSPECTION TASKS SHALL BE PERFORMED BY THE FABRICATOR'S (760) 458-6449
<br /> INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, OR ERECTOR'S QUALITY CONTROL INSPECTOR, AS APPLICABLE, IN ACCORDANCE WITH carterlivingstonl@gmail.com
<br /> SHEAR PANELS, AND HOLDOWNS. SECTIONS N5.4, N5.6 AND N5.7. ENGINEER: CARTER LIVINGSTON
<br /> C. OBSERVE (0) -THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS.
<br /> OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS.
<br /> D. PERFORM (P) -THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE
<br /> OF THE ITEM. �SS�pNAL FN�j
<br /> E. DOCUMENT (D) -THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS P' LIVI
<br /> BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REPORT NEED
<br /> NOT PROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETED I
<br /> BOLTING INSPECTIONS WELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES. FOR SHOP FABRICATION, THE
<br /> REPORT SHALL INDICATE THE PIECE MARK OF THE PIECE INSPECTED. FOR FIELD WORK, THE * C88841 �\*
<br /> REPORT SHALL INDICATE THE REFERENCE GRID LINES AND FLOOR OR ELEVATION INSPECTED. 9T CIVI\- �Q
<br /> 1. INSPECTION TASKS PRIOR TO BOLTING OC OA WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND WHETHER THE F OF CA\�F
<br /> A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER 0 P NONCOMPLIANCE HAS BEEN SATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION
<br /> MATERIALS. REPORT
<br /> B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. O O
<br /> C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE,
<br /> TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR O O
<br /> PLANE).
<br /> D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL.
<br /> E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING O O
<br /> SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET O O
<br /> APPLICABLE REQUIREMENTS. PLAN REVIEW ACCEPTANCE
<br /> F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
<br /> PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER P O
<br /> ASSEMBLIES AND MEHTODS USED. Aug 04 2020
<br /> G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND
<br /> OTHER FASTENER COMPONENTS. O O
<br /> 2. INSPECTION TASKS DURING BOLTING CONCRETE INSPECTIONS WEST COAST CODE CONSULTANTS
<br /> A. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF
<br /> REQUIRED) ARE POSITIONED AS REQUIRED. O O STRUCTURAL
<br /> B. JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOER TO THE 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING, TENDONS, AND P
<br /> PRETENSIONING OPERATION. O O VERIFY PLACEMENT. INSPECTIONS
<br /> C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED 2. REINFORCING BAR WELDING:
<br /> FROM ROTATION. O O A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN P
<br /> D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC ASTM 1706;
<br /> SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST O O B. INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16" P
<br /> RIGID POINT TOWARD THE FREE EDGES. C. INSPECT ALL OTHER WELDS C
<br /> 3. INSPECT ANCHORS CAST IN CONCRETE P
<br /> 3. INSPECTION TASKS AFTER BOLTING 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE
<br /> A. DOCUMENT ACCEPTED AND REJECTED CONNECTIONS. MEMBERS.
<br /> P P A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDSLY C
<br /> (QC =QUALITY CONTROL, QA= QUALITY ASSURANCE) INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
<br /> (P = PERFORM, O = OBSERVE) B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT
<br /> DEFINED IN 4A. P
<br /> 5. VERIFY USE OF REQUIRED DESIGN MIX.
<br /> THESE PLANS ARE SUBJECT 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR P APEX 08-32
<br /> STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND C PROJECT:
<br /> THE TEMPERATURE OF THE C
<br /> TO FIELD APPROVAL 7. D S ECTINE CONCRETE NAD SHOTCRETE P AO EMENTEFOR PROPER
<br /> APPLICATION TECHNIQUES. C DATE 6-26-2020
<br /> IF THESE PLANS ARE NOT ON THE JOB 8 TECHNIQUES VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND P
<br /> SITE NO INSPECTIONS WILL BE MADE 9. INSPECT PRESTRESSED CONCRETE FOR:
<br /> A. APPLICATION OF PRESTRESSING FORCES
<br /> B. GROUTING OF BONDED PRESTRESSING TNEDONS. C REV.# DATE ISSUED DESCRIPTION
<br /> 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. C
<br /> 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF P A 6-12 2020 field change 1
<br /> TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF P
<br /> REV= 1 SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
<br /> 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF
<br /> THE CONCRETE MEMBER BEING FORMED. P
<br /> (C = CONTINUOUS SPECIAL INSPECTION, P = PERIODIC SPECIAL
<br /> CITY OF STOCKTON INSPECTION)
<br /> S1 . 1
<br /> APPROVED PLANS
<br /> By-dhenry Date:08/06/2020
<br /> Copyright APEX
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