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SHORING SCHEDULE
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NO CONSTRUCTION DETAILS ARE SHO TED FOR AN Y PART O F THE WORK. THE .
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2. EXCAVATION ,. ;
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1. "WHERE
ER SIMILAR WORK. PROVIDED THAT PRIOR :,
DETAILS SHALL BE THE SAME AS FOR OTHER
RIN DURING SHORING
VISE VISUAL DAILY MONITO G
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2. THE DESIGN IS BASED ON THE 2016 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA
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SHALL ASSUME ALL LIABILITY FOR SHORING PERFORMANCE.
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L JANUARY 1990 U PDATED 2011 PAGES 10 1 .TO 1Q-42.
TRENCHING RING MANUAL, I )
3.2A THE TOP S OF THE SOLDIER BEAMS SHOULD BE SUR VEYED PRIOR TO
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BEAMS
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EXCAVATION AND THAT THE POPS OF THE SOLDIER BEAMS SHOULD BE . _ � ... .::•
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TEMPORARY
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MONUMENTS SHALL BE MONITORED O
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PROJECT OWNER OR REPRESENTATIVE THEREOF SHAL L BE RESPONSIBLE FOR LONG -TERM
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RING NOTED ' . ... , .. : : • ..
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AL MONITORING OF THE _ . ....
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JECT OWNER O
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2. :MAINTENANCE O TEM IS THE SOLE RESPO NSIBILITY OF THE PRO
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PLY WITH ASTM A99 2 FY 50KSI NOTED AS H.S.
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REPRESENTATIVE THEREOF. BERGS _ -
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FABRICATION AND ERECTION
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PAIRED THROUGHOUT THE DURATION OF .. ' •
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NEED TO REPLACED OR RE •�• -•
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ED TH.. ROU GHOUT THE DESIGN LIFE F THE STRUCTURE RE TO ASSURE ..,. .,...... . . .:
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ED FRO M ED G EOFC AI SON TO ANY PART. OF BEAM,
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ENTIRE BEAMS HALL BE EPDXY COATED.
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CONSTRUCTION CBC T 1
EEL CONSTR SPECIAL: OF ST )
REQUIRED VERIFICATION AND SPECIA (
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" SHALL
NS AND
SPECIAL INSPECTIONS
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IN ADDITIONAL THIS SPECIAL IN PECTION TABLE O N
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STRUCTURAL STEEL ELEMENTS IN BUILDINGS STRUCTURES AND PORTIONS
NONDESTRUCTIVE TESTING OF STRUC
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Al i \AIFi nlNr, GHAI I RF DONE IN ACCORDANCE WITH THE A.W.S. STAN RD AWS. D1.1 2000
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THEREOF SHALL BE IN ACC ORDANCE WITH THE QUALITY ASSURANCE IN5PECTION.R.EQUIREMEN TS OF AISC3fi0.
SHORING GENERAL NOTES & HEDULE
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