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CARUSO <br />TURLEY <br />SCOTT <br />INC. <br />consulting <br />structural <br />engineers <br />1215 W. Rio Salado Pkwy <br />Suite 200 <br />Tempe, Arizona 85281 <br />(480) 774-1700 <br />(480) 774-1701 FAX <br />www.ctsaz.com <br />YEARS OF <br />EXCELLENCE <br />61 <br />CARUSO TURLEY SCOTT <br />1963 - 2024 <br />SA <br />P <br />P <br />H <br />I <br />R <br />E <br /> <br />P <br />E <br />A <br />K <br /> <br />E <br />N <br />E <br />R <br />G <br />Y <br /> <br />L <br />L <br />C <br />S1 <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />S1 <br /> <br />- <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings <br />REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <br />SPECIAL INSPECTION <br />REQUIRED <br />Y(YES)/N(NO) <br />VERIFICATION AND INSPECTION <br />FREQUENCY OF INSPECTION <br />CONTINUOUS PERIODIC <br />Y 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT X <br />Y 2. VERIFYING USE OF REQUIRED DESIGN MIX X <br />Y 3. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH <br />TABLE 1705.2.2, ITEM 2B X <br />NO INSPECTION IS REQUIRED FOR THE PLACEMENT OF FOUNDATION CONCRETE (FOR BUILDINGS THREE STORIES OR LESS <br />WHEN DESIGNED WITH 2,500 PSI). INSPECTION OF FOUNDATION REINFORCING IS REQUIRED PER "REINFORCING STEEL" <br />NOTED IN THE TABLE ABOVE. <br />REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL STEEL CONSTRUCTION <br />SPECIAL INSPECTION <br />REQUIRED <br />Y(YES)/N(NO) <br />VERIFICATION AND INSPECTION <br />FREQUENCY OF INSPECTION <br />CONTINUOUS PERIODIC <br />1. INSPECTION OF WELDING <br />A) PRIOR TO WELDING AND DURING WELDING: <br />Y 1. VERIFY WELDING PROCEDURES (WP3) AND CONSUMABLE CERTIFICATES X <br />Y 2. MATERIAL IDENTIFICATION (TYPE / GRADE)X <br />Y 3. WELDER IDENTIFICATION - G.C. SHALL MAINTAIN A SYSTEM BY WHICH A <br />WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED X <br />Y <br />4. FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) –JOINT <br />PREPARATIONS, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, <br />BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES) <br />X <br />Y 5. FIT-UP OF FILLET WELDS – DIMENSIONS (ALIGNMENT, GAPS AT ROOT), <br />CLEANLINESS (CONDITION OF STEEL SURFACES)X <br />Y 6. USE OF QUALIFIED WELDERS X <br />Y 7. CONTROL AND HANDLING OF WELDING CONSUMABLES – PACKAGING AND <br />EXPOSURE CONTROL X <br />Y 8. NO WELDING OVER CRACKED TACK WELDS X <br />Y 9. ENVIRONMENTAL CONDITIONS – WIND SPEED WITHIN LIMITS, <br />PRECIPITATION AND TEMPERATURE X <br />Y <br />10. WPS FOLLOWED – SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, <br />SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT <br />APPLIED, INTERPASS TEMPERATURE MAINTAINED (MIN/MAX), PROPER <br />POSITIONS (F, V, H, OH) <br />X <br />Y 11. WELDING TECHNIQUES – INTERPASS AND FINAL CLEANING, EACH PASS <br />WITHIN PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS X <br />B) AFTER WELDING: <br />Y 1. WELDS CLEANED X <br />Y 2. SIZE, LENGTH, AND LOCATION OF WELDS X <br />Y <br />3. WELDS MEET VISUAL ACCEPTANCE CRITERIA – CRACK PROHIBITION, <br />WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD <br />SIZE, UNDERCUT, POROSITY <br />X <br />Y 4. ARC STRIKES X <br />Y 5. K-AREA X <br />Y 6. REPAIR ACTIVITIES X <br />Y 7. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT / MEMBER X <br />TABLE CONTINUED IN NEXT COLUMN <br />INSPECTION OF STRUCTURAL STEEL CONSTRUCTION - CONTINUED <br />SPECIAL INSPECTION <br />REQUIRED <br />Y(YES)/N(NO) <br />VERIFICATION AND INSPECTION <br />FREQUENCY OF INSPECTION <br />CONTINUOUS PERIODIC <br />2. INSPECTION OF BOLTING <br />A) PRIOR TO BOLTING <br />NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]. <br />Y 1. CERTIFICATIONS OF FASTENERS X <br />Y 2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIRMENTS X <br />Y 3. PROPER FASTENERS FOR JOINT (GRADE, TYPE)X <br />Y 4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X <br />Y <br />5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE <br />CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE <br />REQUIREMENTS <br />X <br />Y <br />6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL <br />OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS <br />USED <br />X <br />Y 7. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER <br />FASTENER COMPONENTS X <br />B) DURING BOLTING: <br />NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED. <br />Y 1. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS <br />ARE POSITIONED AS REQUIRED X <br />Y 2. JOINTS BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO <br />PRETENSIONING X <br />Y 3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTING FROM <br />ROTATING X <br />Y <br />4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC <br />SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID <br />POINT TOWARD THE FREE EDGES <br />X <br />C) AFTER BOLTING <br />Y 1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X <br />3. OTHER STEEL INSPECTIONS <br />Y <br />1. STEEL FRAMES: VERIFICATION OF BRACING, STIFFENING, REINFORCING, <br />MEMBER LOCATIONS, COMPOSITE MEMBER SIZES, AND PROPER JOINT DETAIL <br />APPLICATION AT ALL STEEL FRAME CONNECTIONS <br />X <br />Y 2. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS X <br />Y 3. ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL <br />STEEL X <br />REPRESENTATIVE SEMI-CANTILEVERED SOLAR CANOPY ISOMETRIC <br />REFER TO PLAN AND SECTION VIEWS ON S2 FOR PROJECT SPECIFIC DETAILS <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />d <br />f <br />t <br />1 <br />6 <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />0 <br />0 <br />- <br />- <br />- <br />W <br />O <br />R <br />K <br />- <br />- <br />- <br />0 <br />0 <br />\ <br />2 <br />4 <br />0 <br />0 <br />7 <br />6 <br />\ <br />2 <br />4 <br />0 <br />0 <br />7 <br />6 <br />- <br />S <br />1 <br />& <br />S <br />2 <br />. <br />d <br />w <br />g <br />, <br /> <br />2 <br />/ <br />5 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />3 <br />: <br />5 <br />3 <br />: <br />3 <br />8 <br /> <br />P <br />M <br />, <br /> <br />d <br />f <br />t <br />1 <br />6 <br />02-05-24 <br />1610 E First St - 101118465 & <br />20182250 <br />5/7/2024