EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE GATE LID CARBATHAN HG 0 WEB GRAY LOWER PAN GRATING ALUMINUM WIPER WALL CARBATHANE HG, 90 GRAY STRUCTURAL SPECIFICATIONS:. FLOODGATE MATERIAL TO BE ALUMINUM AS FOLLOWS: LID - " x /" x /" ALUM EXTRUSIONS - GRADE 00-T MIN. Fᵧ= KSI LID AND PAN - " x " x /" ALUM TUBING - GRADE 0 MIN. Fᵧ=0 KSI PAN - /" SMOOTH ALUM PLATE - GRADE 0 MIN. Fᵧ=0 KSI ALUM FLAT BARS, STRUCTURAL ANGLES, HINGES GRADE 0-T MIN. Fᵧ=0 KSI ALUM CHANNELS - " x " x /" VERTICAL & " x " x /" HORIZONTAL.. HINGE BOLTS, PINS, AND MACHINE SCREWS TO BE STAINLESS STEEL - GRADE 0, MIN. Fᵧ=90 KSI.. RETENTION ARM ANCHOR BOLTS SHALL BE STAINLESS STEEL STANDARD THREAD BOLTS SET IN VINYLESTER BASED ADHESIVE CONTAINED IN A GLASS CAPSULE, INSTALLED PER SIMPSON STRONG TIE SPECIFICATIONS.. ALUMINUM TO BE WELDED WITH ALUMINUM WIRE - PER 0 AWS A.0 /.. GROUT TO BE COMMERCIAL GRADE NON-SHRINKING GROUT.. ALL WELDS REQUIRED FOR STRUCTURAL STRENGTH OF THE LID OR PAN ARE CALLED OUT ON THESE DRAWINGS. ALL OTHER WELDING, NOT SHOWN OR CALLED OUT ON THESE DRAWINGS, ARE ESSENTIALLY NON-STRUCTURAL WELDS OR WELDS WITH NEGLIGIBLE LOADS AND RESULTING STRESSES. EXAMPLES OF SUCH WELDS ARE AT SEAMS, SIDES, PAN TROUGH, AND LID TRIM ANGLES. THESE WELDS ARE TO BE SIZED BY THE FABRICATOR, TAKING INTO CONSIDERATION ASSEMBLY, TRANSPORT LIFT AND CONTINUITY REQUIREMENTS. THEY MUST BE BY FLOODBREAK.. ALL CONCRETE FOUNDATION POURS AND THEIR TIE-DOWNS TO EXISTING FOUNDATIONS SHOWN IN THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DESIGN OF THE CONCRETE FOUNDATION SLABS IS BY OTHERS. DESIGN AND SUPERVISION OF INSTALLATION OF RETENTION ARMS, ANCHOR BOLTS, AND GATE ANCHORS ARE BY FLOODBREAK. ALL CONCRETE TO BE 000 PSI MINIMUM DAY STRENGTH. REINFORCED IN EACH DIRECTION WITH ASTM - A MIN. Fᵧ=0 KSI. SPECIAL ATTENTION SHALL BE PAID TO PROPER SUPPORT OF RETENTION ARM ANCHOR BOLTS INTO THE SUPPORTING CONCRETE.. ALL GASKET MATERIAL TO BE EPDM RUBBER. 9. ALL DIMENSIONS ARE IN FEET AND INCHES. " DRAIN FLOOD SIDE TYPICAL NOTE: LAYOUT, SIZES AND DETAIL ARE GATE-SPECIFIC. THIS VIEW SHOWN IS SECTIONED IN HALF. ( :) GENERAL ISOMETRIC LAYOUT PASS //0 SHEET OF 9
FROM END TO END OF PAN ANGLES 0'-0" INSIDE WIPER WALL WET SIDE '- " '- " 9 0 " EDGE OF PAN ANGLE TO C/L OF " DRAIN TYP LID AND PAN LAYOUT :0 DRY SIDE 9 TYPICAL "x"x/ LID STIFFENER TUBE TYPICAL "x"x/ PAN STIFFENER TUBE TYPICAL GRATING TYPICAL PAN ANCHOR PLATE TYPICAL LID ANCHOR PLATE AND RETENTION ARMS TYPICAL HINGE DETAIL TYPICAL PAN SPLICE DETAIL TYPICAL " VERTICAL AND " HORIZONTAL INSTALL BRACKETS "x" CONTINUOUS DRAIN TROUGH SHEET OF 9 PASS //0
EXISTING OR PROPOSED WIPER WALL SUPPORT STRUCTURE 0'-" (FIELD VERIFY) 0'-0" FROM INSIDE TO INSIDE OF WIPER WALLS " 0'-0" SECTION 0'-0" SECTION " '-" '- " FROM EDGE OF PAN ANGLE TO OF DRAIN GENERAL FORMULA FOR SET-DOWN: GATE HEIGHT + " " = WIDTH GATE LENGTH + " = LENGTH " TOPPING SLAB = DEPTH 0'-0" INSIDE OF WIPER WALL TO C/L OF " DRAIN LID AND PAN INSTALLATION VIEW (WITH CONCRETE SET-DOWN) : SHEET OF 9 PASS //0
TYPICAL CROSS-SECTION OF GATE ASSEMBLY '-0" GATE HEIGHT D " '-0" '- " PROPOSED OR EXISTING WIPER WALL SUPPORT STRUCTURE (BY OTHERS) "x"x/" LID STIFFENER TUBE RETENTION ARM ANCHOR PLATE RETENTION ARMS: /"x/" FLAT STOCK, ONE UPPER, TWO LOWER. /"x/" SLOT W/ /" STAINLESS STEEL PIN TYPICAL GRATING "x /"x/" EXTRUDED RIBBED PANELS TYPICAL /" LEVELING BOLTS 9 TYPICAL " DRAIN INSTALLED IN "x" CONTINUOUS DRAIN TROUGH 0 TYPICAL /" STAINLESS STEEL ANCHOR BOLTS SET IN EPOXY AND ANCHORED INTO CONCRETE STRUCTURAL SLAB AS SHOWN TYPICAL /" STAINLESS STEEL INSTALLATION BOLTS ANCHORED INTO CONCRETE STRUCTURAL SLAB EXISTING SURFACE " MINIMUM TOPPING SLAB ENVELOPES PAN AND BRINGS IT UP TO GRADE (FIELD VERIFY SET-DOWN) " MINIMUM CONCRETE STRUCTURAL SLAB (BY OTHERS) " FROM TOP OF PAN TO TOP OF ANGLE 9 0 " '- " '-9 " '-" SHEET OF 9 PASS //0
" " '-0" '- " '- " " " " " TYPICAL "x"x/" ANGLE TYPICAL "x"x/ PAN STIFFENER TUBE "x" CONTINUOUS DRAIN TROUGH TYPICAL GRATING PAN "x"x/" VERTICAL CHANNEL INSTALL BRACKET "x"x/" HORIZONTAL CHANNEL INSTALL BRACKET TYPICAL "x"x/ LID STIFFENER TUBE LID AND PAN SECTION " " 9" " " " '-" " PAN SECTION " " " " " " LID SECTION PASS //0 SHEET OF 9
" TOLERANCE AT WALL GROUT SOLID FROM TOP TO BOTTOM OF WIPER WALLS (TYPICAL FOR EACH SIDE) " D D " THK ALUMINUM WIPER WALL " " " " TYP /" UNC STAINLESS STEEL MACHINE SCREWS VERTICAL ROWS, SIX EACH ROW, TOTAL MACHINE SCREWS EACH WALL. SLOTTED FOR /"Ø PIN HINGE SECTION D-D : " HOLE FOR /"Ø PIN " " " " " " TYP PAN SPLICE JOINT DETAIL NOTE: "x"x/" ALUMINUM ANGLE BACK-TO-BACK BOLTED AT " 0.C. & WELDED TO PAN FLOOR 0 " " " "x"x/" VERTICAL INSTALL CHANNEL "x"x/" HORIZONTAL INSTALL CHANNEL TYPICAL "x"x/" PAN STIFFENER TUBE TYPICAL "x"x/" ANGLE " " " TYP WIPER WALL FRONT SECTION " " " TYP PAN COMPONENT ASSY PASS //0 SHEET OF 9
0'-0" INSIDE WIPER WALL TO CENTER '-" '-0" '-0" '-" '-" '-" '-" '-" " " 0 '-" '- " '- " '- " '- " '- " '- " LID AND PAN COMPONENT LAYOUT (NOTE: THIS VIEW IS SECTIONED IN HALF. ALL DIMS SYMMETRICAL FROM EDGE OF WIPER WALLS) 9 0 WIPER WALL PRESSURE PLATE PAN ANCHOR PLATE LID W/ TYP "x /"x/" EXTRUDED PANELS TYP "x"x/" PAN STIFFENER LID ANCHOR PLATE TYP "x"x/" LID STIFFENER TYP " VERTICAL AND " HORIZONTAL INSTALL BRACKETS TYP RETENTION ARMS " DRAIN INSTALLED TO "x" DRAIN TROUGH SHEET OF 9 PASS //0
/" x /" GASKET FLANGE " " /" RUBBER GASKET " " " "x"x/" ANGLE SEE VIEW BELOW FOR WELD NOTES " " " " " " /" GASKET FLANGE /" SPLICE PLATE TYPICAL LID AT SPLICE "x"x/" ANGLE /" GASKET HINGE DETAIL CLOSED "x /"x/" EXTRUDED RIBBED PANELS /" GASKET /" GASKET FLANGE "x"x/" PAN TUBING TYPICAL LID AT WIPER WALL DETAIL D HINGE OPEN SHEET OF 9 PASS //0
E E SECTION E-E : TYPICAL LID ANCHOR YOKE PLATE DETAIL TYPICAL PAN ANCHOR PLATE DETAIL SHEET 9 OF 9 PASS //0