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GENERAL <br />SPECIAL INSPECTIONS <br />1. BASIS OF DESIGN: 2010 CALIFORNIA BUILDING CODE. <br />THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION ON THE <br />2. SEE STRUCTURAL SPECIFICATIONS ON THIS SHEET. <br />FOLLOWING PHASES OF WORK: <br />WELDING <br />3. ALL MATERIALS, WORKMANSHIP, TESTING AND INSPECTION SHALL CONFORM TO THE CALIFORNIA <br />- ALL STRUCTURAL WELDING. <br />= <br />e <br />BUILDING CODE, 2010 EDITION, AND LOCAL BUILDING CODES. <br />EXCEPTIONS: <br />0 <br />4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOBSITE <br />1. WELDING DONE IN A FABRICATOR'S SHOP, APPROVED BY THE CIN BUILDING OFFICIAL <br />2. SINGLE PASS FILLET WELDS NOT EXCEEDING g" MAY HAVE PERIODIC INSPECTIONS <br />n <br />U m <br />= <br />o <br />WITH A COMPLETE SET OF THE LATEST DRAWINGS. OMISSIONS OR DISCREPANCIES BETWEEN <br />IN ACCORDANCE WITH CBC SECTION 1704.3. <br />c c <br />m e <br />THE VARIOUS ELEMENTS THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION <br />cmEXPANSION <br />ua ^ m <br />OF THE ENGINEER BEFOREE PROCEEDING WITH WORK. <br />ANCHORS <br />c <br />c n S <br />5. DETAILS SHOWN ARE TYPICAL, AND APPLY TO SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. <br />- DURING INSTALLATION OF EXPANSION ANCHORS. <br />v <br />P <br />SPECIAL INSPECTOR SHALL VERIFY THE FOLLOWING: <br />p o <br />a a <br />. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE SAFETY, INCLUDING SAFETY OF THE <br />- HOLE DIAMETER AND DEPTH; <br />o <br />BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IN <br />- CLEANLINESS OF HOLE AND ANCHOR; <br />ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES. <br />- ANCHOR TYPE, DIAMETER AND LENGTH; <br />ii N <br />ono x <br />7. DRAWINGS SHALL NOT BE SCALED OR MEASURED FOR DIMENSIONS. <br />- TIGHTENING TORQUE; <br />B. ALL SPECIAL INSPECTION AGENCIES/INDIVIDUALS AND SHOP FABRICATORS SHALL BE APPROVED <br />- OTHER REQUIREMENTS SPECIFIED IN THE APPROPRIATE ICC -ES REPORT, IN <br />THE MANUFACTURER'S LITERATURE AND ON THE DRAWINGS. <br />BY THE BUILDING DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED. SUBMIT ALL <br />DOCUMENTATION FOR APPROVAL <br />SPECIAL INSPECTOR <br />DEMONSTRATE <br />Q <br />9. SEE THIS SHEEP FOR SPECIAL INSPECTION REQUIREMENTS. <br />- THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL <br />HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION <br />OF A PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL <br />LAG SCREWS <br />INSPECTION. <br />z <br />LAG SCREWS SHALL BE ASTM A307 FASTENERS. LEAD HOLES SHALL BE DRILLED AS FOLLOWS: <br />FOR A DEPTH EQUAL TO THE UNTHREADED PORTION OF THE SHANK, THE LEAD HOLE SHALL BE <br />DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR <br />- THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE <br />W (' <br />z <br />0 <br />WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS, AND THE 2010 <br />CD_ <br />THE SAME DIAMETER AS THE SHANK; FOR THE THREADED PORTION, THE DIAMETER SHALL BE 409 <br />CALIFORNIA BUILDING CODE. <br />Q 0 <br />Q <br />TO 709 OF THE DIAMETER OF THE SHANK TO THE SPECIFIED DEPTH OF PENETRATION. LEAD <br />- THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING <br />J <br />F" <br />HOLES SHALL BE LUBRICATED PRIOR TO INSTALLATION. <br />OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED <br />0 — <br />V%0 <br />STRUCTURAL STEEL AND MISCELLANEOUS METAL <br />PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION <br />UNCORRECTED, TO THE PROPER <br />= D <br />rc <br />OF THE CONTRACTOR FOR CORRECTION, THEN, IF <br />m <br />ZW <br />DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. <br />U <br />ANGLES AND PLATES: ASTM A36, Fy = 36 KSI <br />- THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER <br />z <br />QZ� <br />ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE DETAILED, FABRICATED AND ERECTED <br />THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S <br />Q L11 <br />j <br />IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL <br />KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND <br />m <br />SHALL RECEIVE A SHOP PRIME COAT AND FINISH COAT OF PAINT. <br />THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. <br />Ld <br />Y <br />Z J <br />= <br />WELDING <br />CONSTRUCTION UABILTIY <br />CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH <br />Q LLI <br />Um <br />ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS PER AWS "STANDARD QUALIFICATION <br />GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR AND HIS <br />RESPONSIBILITY FOR <br />0 <br />n <br />>- <br />PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. ALL WELDING SHALL BE PERFORMED <br />SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE <br />IN ACCORDANCE WITH AWS WELDING CODES. ARC WELDING ELECTRODES FOR STRUCTURAL STEEL <br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING <br />J F() <br />AND MISCELLANEOUS METAL SHALL BE E70 SERIES. <br />SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO <br />O Z <br />< <br />APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION <br />CTOR AND HIS SUBCONTRACTORS FUHER AND <br />DEFEND, INDEMNI�ALLEGED, <br />HOLLLDESGN <br />~ <br />EXPANSION ANCHORS IN CONCRETE <br />PROFESSIONAL HARMLESS FROM ANYAGREE AND ALL LIABILITY, REAL ORTO <br />w N <br />IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY <br />EXPANSION ANCHORS SHALL BE STAINLESS STEEL KWIK BOLT -TZ AS MANUFACTURED BY HILTI. <br />USE AND <br />ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL <br />n <br />INSTALLATION SHALL BE IN ACCORDANCE WITH ICC REPORT NO. ESR -1917. CARE <br />CAUTION TO AVOID CUTTING OR DAMAGING THE REINFORCING BARS. DO NOT INSTALL ANCHORS <br />N <br />WITHIN 6" OF A CONCRETE EDGE. <br />0 0 <br />MACHINE BOLTS <br />hF�EY A. fY� <br />C 43928Eux <br />MACHINE BOLTS SHALL BE ASTM A307. HOLES IN STEEL SHALL BE 1/16" OVERSIZED U.N.O. <br />I <br />p. 6/30/13 �t <br />o <br />�O CAO��tiP <br />o <br />U <br />Q <br />