Two concrete panels reinforced with 4x4-W2.1xW2.1 welded wire fabric meet at a corner junction containing a 3/4 inch by 2 1/2 inch by 1 foot 1 inch steel plate secured with a 3/8 inch fillet weld. A 1/2 inch by 8 inch by 1 foot 4 inch steel plate embedded in the concrete connects the panels, reinforced by three number 6 bars spaced at 6 inches on center. A secondary 1/2 inch by 5 inch by 1 foot 4 inch plate with three number 6 bars at 6 inch gauge is integrated into the assembly. The joint receives a grout finish following the application of 1/4 inch fillet welds at 12 inches on center.
AB PER 10B/SD3 4x4xW2.1xW2.1 WWF GROUT AFTER WELD A-A - TYP CONC PANEL PER PLAN EQ TYP EQ TYP B-B - TYP "t" CONC PANEL PER PLAN SEE PLAN PLAN VIEW 4" TYP 6" TYP CONT LEDGER PER 8/SD3 2" 2" EQ. EQ. 2" 1/4 3 SIDES 1/4 PL 3/8"x10"x1'-0" W/ (3) #5x6'-0" LONG (BENT AS SHOWN) PL 3/8"x8"x0'-10" B.O.S. PL 1/2"x8"x1'-4" EA SIDE 6" 6" 2" PL 1/2" TYP PLATE 3/4"xt"x1'-4" W/ (3) #5 BARS x 6'-0" MAX LO HYD TYP 1/4 LO HYD TYP 1/4 TYP 1/4 10 SD4 4" B.O.S. 4" 3 DETAIL N.T.S. HSS WHERE OCCURS PER PLAN TYP 10 SD4 2" TYP A-A SECTION B-B SECTION 1/4 HSS PER PLAN TYP A-A - TYP TYP PL 3/8"x12"x1'-0" W/ (3) #6x6'-0" LONG (BENT AS SHOWN) PL 3/8"x10"x0'-10" LO HYD TYP 1/4 LO HYD TYP 10" TYP STEEL BAR JOIST PER PLAN CONT LEDGER PER 7/SD3 3/4" SEAT PER 7/SD3 7 PANEL JOINT AT CORNER N.T.S. 4" PL 3/4"x2 1/2"x1'-1" 4x4xW2.1xW2.1 WWF GROUT AFTER WELD 1/4 12" 6" 3/8 TYP PL 1/2"x5"x1'-4" W/ (3) #6 @ 6" GA 5 1/2" 24" PLAN VIEW 6 PL 1/2"x8"x1'-4" W/ (3) #6 @ 6"OC 24" 6" PANEL EDGE WHERE OCCUR 5" 1 1/2" 1 1/2" 6" END OF PANEL WHERE APPLY Consultants: Project Number: Revision: Date: Drawn by: Title: C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION KIMLEY-HORN XL LANDSCAPE VEGAS VALLEY NEVADA CITY OF NORTH LAS VEGAS ACC PLUMBING DETAILS
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