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INSPECTION TASKS PRIOR TO BOLTING N5.6-1 <br />QC QA <br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P <br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O <br />CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL O O <br />CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O <br />CONNECTING ELEMENTS, INCLUDING APPROPRIATE FAYING SURFACE CONDITION AND O O <br />HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS <br />PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED P O <br />AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED <br />PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER O O <br />COMPONENTS <br />INSPECTION TASKS DURING BOLTING (N5.6-2) <br />QC QA <br />FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NITS ARE POSITIOND O O <br />AS REQUIRED <br />JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING O O <br />OPERATION <br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O <br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, <br />PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE O O <br />EDGES <br />INSPECTION TASKS AFTER BOLTING N5.6-3 <br />QC <br />QA <br />DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS <br />P <br />P <br />REQUIRED SPECIAL INSPECTIONS OF OPEN -WEB STEEL JOISTS AND JOIST GIRDERS <br />TYPE <br />CONTINUOUS <br />SPECIAL <br />INSPECTION <br />PERIODIC <br />SPECIAL <br />INSPECTION <br />REFERENCED STANDARD <br />1. Installation of open -web steel joists and joist girders. <br />a. End connections - welding or bolted <br />- <br />X <br />SJI specifications Isited in Section 2207.1 <br />b. Bridging - horizontal or diagonal. <br />- <br />- <br />- <br />1. Standard bridging <br />- <br />X <br />SJI specifications listed in Section 2207.1 <br />2. Bridging that differs from the SJI specifications listed <br />in Section 2207.1 <br />_ <br />X <br />_ <br />REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <br />TABLE 1705.2.2 <br />VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED <br />STANDARD <br />1. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: <br />A. IDENTIFICATION MARKINGS TO CONFORM TO <br />ASTM STANDARDS SPECIFIED IN THE APPROVED <br />CONSTRUCTION DOCUMENTS. <br />B. MANUFACTURERS CERTIFIED TEST REPORTS. <br />2. INSPECTION OF WELDING: <br />A. COLD -FORMED STEEL DECK: <br />1) FLOOR AND ROOF DECK WELDS <br />B. REINFORCING STEEL: <br />1) VERIFICATION OF WELDABILITY OF <br />REINFORCING STEEL OTHER THAN ASTM A706 <br />2) REINFORCING STEEL RESISTING FLEXURAL <br />AND AXIAL FORCES IN INTERMEDIATE AND <br />SPECIAL MOMENT FRAMES, AND BOUNDARY <br />ELEMENTS OF SPECIAL STRUCTURAL WALLS OF <br />CONCRETE AND SHEAT REINFORCEMENT. <br />3) SHEAR REINFORCEMENT. <br />4) OTHER REINFORCING STEEL. <br />#B2505264 <br />oQ�pF ES SIOHq <br />Elaw <br />J � <br />C 97815 <br />L� �L a I.) <br />civic <br />4rFOF CA1.\F�� <br />-11-20?ti <br />X <br />ENGINEER <br />DOTec ENGINEERING <br />ADDRESS: 424 JEFFERSON STREET <br />ST CHARLES, MO 63301 <br />PHONE: (636) 724-9872 <br />WEB: www.dotecengineering.com <br />APPLICABLE ASTM <br />X MATERIAL <br />STANDARDS <br />X <br />X <br />RA <br />AWS D 1.3 <br />AWS D1.4, <br />AC1318:SECTION <br />3.5.2 <br />MANUFACTURER <br />AMERICANA OUTDOORS <br />ADDRESS: #2 INDUSTRIAL DRIVE <br />SALEM, IL 62881 <br />PHONE: (800) 851-0865 <br />WEB: www.americana.com <br />INSPECTION TASKS PRIOR TO WELDING (N5.4-1 <br />WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS <br />WPS AVAILABLE <br />MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE <br />MATERIAL IDENTIFICATION (TYPE/GRADE) <br />WELDER IDENTIFICATION SYSTEM <br />FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): <br />1. JOINT PREPARATIONS <br />2. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) <br />3. CLEANLINESS (CONDITION OF STEEL SURFACES) <br />4. TACKING (TACK WELD QUALITY AND LOCATION) <br />5. BACKING TYPE AND FIT (IF APPLICABLE) <br />FIT -UP OF CJP GROOVE WELDS OF HSS T-,Y-, AND K-JOINTS WITHOUT BACKING <br />1. JOINT PREPARATIONS <br />2. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) <br />3. CLEANLINESS (CONDITION OF STEEL SURFACES) <br />4. TACKING (TACK WELD QUALITY AND LOCATION) <br />CONFIGURATION AND FINISH OF ACCESS HOLES <br />FIT -UP OF FILLET WELDS <br />1. DIMENSIONS (ALIGNMENT, GAPS AT ROOT) <br />2. CLEANLINESS (CONDITION OF STEEL SURFACES) <br />3. TACKING (TACK WELD QUALITY AND LOCAITON) <br />CHECK WELDING EQUIPMENT <br />INSPECTION TASKS DURING WELDING (N5.4-2) <br />CONTROL AND HANDLING OF WELDING CONSUMABLES <br />1. PACKAGING <br />2. EXPOSURE CONTROL <br />NO WELDING OVER CRACKED TACK WELDS <br />ENVIRONMENTAL CONDITIONS <br />1. WIND SPEED WITHIN LIMITS <br />2. PRECIPITATION AND TEMPERATURE <br />WPS FOLLOWED <br />1. SETTINGS ON WELDING EQUIPMENT <br />2. TRAVEL SPEED <br />3. SELECTED WELDING MATERIALS <br />4. SHIELDING GAS TYPE/FLOW RATE <br />5. PREHEAT APPLIED <br />6. INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) <br />7. PROPER POSITION (F, V, H) OH) <br />WELDING TECHNIQUES <br />1. INTERPASS AND FINAL CLEANING <br />2. EACH PASS WITHIN PROFILE LIMITATIONS <br />3. EACH PASS MEETS QUALITY REQUIREMENTS <br />INSPECTION TASKS AFTER WELDING (N5.4-3) <br />WELDS CLEANED <br />SIZE, LENGTH AND LOCATION OF WELDS <br />WELDS MEET VISUAL ACCEPTANCE CRITERIA <br />1. CRACK PROHIBITION <br />2. WELD/BASE-METAL FUSION <br />3. CRATER CROSS SECTION <br />4. WELD PROFILES <br />5. WELD SIZE <br />6. UNDERCUT <br />7. POROSITY <br />ARC STRIKES <br />K-AREA <br />WELD ACCESS HOLES IN ROLLER HEAVY SHAPES <br />BACKING REMOVED AND WELD STABS REMOVED <br />REPAIR ACTIVITIES <br />DOCUMENT ACCEPTANCE OR REJECTION OF JOINT OR MEMBER <br />NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT APPROVAL OF FOR <br />PROJECT / LOCATION MODEL DWG. NO. 224730-1 <br />5306 W MCFADDEN AVE <br />SANTA ANA, CA 92704 <br />22' x 56'-6" <br />MONOSLOPE SHELTER <br />JOB NO. 224730-1 <br />P.O. NO. CA 83188 <br />DRAWN BY <br />TG <br />REVISION <br />2 <br />0 <br />03 <br />CITY OF SANTA ANA <br />0 1 M *1 10 <br />ig a, u umain Agency <br />QA <br />O <br />Master ID: <br />mate: <br />U <br />U <br />0 <br />0 <br />P <br />P <br />P <br />P <br />P <br />P <br />P <br />DRAWN DATE <br />5/13/2025 <br />REVISE DATE <br />P <br />�J <br />L <br />L <br />C <br />C <br />0 <br />P <br />P <br />P <br />P <br />P <br />P <br />P <br />SHEET <br />C2 <br />OF 16 SHEETS <br />ANCI <br />