1240LN22Q0034Amend002RevisedPlansSheet11.pdf

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PICNIC TABLE DETAILS

GENERAL NOTES:

NOTE:

MATERIALS LIST EACH TABLE:

BRACKET FINISH NOTE:

NOTE:

CONCRETE BASE PLAN

BENCH & TABLE SUPPORT DETAIL

SIDE ELEVATION FRONT ELEVATION

SLOT DETAIL/TABLE BRACKETS

TABLE BRACKET DETAIL

BENCH BRACKET DETAILS

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AutoCAD SHX Text I:\AutoCAD\Template\Sheet - Detail.dwt

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1. ATTACH WOOD PLANKS TO BRACKETS WITH " X 2 " GALVANIZED LAG BOLTS. ATTACH WOOD PLANKS TO BRACKETS WITH " X 2 " GALVANIZED LAG BOLTS. 38" X 2 " GALVANIZED LAG BOLTS. 12" GALVANIZED LAG BOLTS. 2. ATTACH BRACKETS TO TABLE AND BENCH SUPPORTS WITH " X 1 " ZINC COATED ATTACH BRACKETS TO TABLE AND BENCH SUPPORTS WITH " X 1 " ZINC COATED 12" X 1 " ZINC COATED 12" ZINC COATED MACHINE BOLTS AND LOCK WASHERS. 3. ATTACH SUPPORTS TO BASE USING SIKADUR 32 EPOXY GLUE OR APPROVED EQUAL. ATTACH SUPPORTS TO BASE USING SIKADUR 32 EPOXY GLUE OR APPROVED EQUAL. 4. USE SIKAFLEX 1A-POLYURETHANE ELASTOMERIC SEALANT/ADHESIVE (OR APPROVED USE SIKAFLEX 1A-POLYURETHANE ELASTOMERIC SEALANT/ADHESIVE (OR APPROVED EQUAL) ON SUPPORT/PAD JOINT AFTER EPOXY HAS CURED. PROVIDE " FILLET 12" FILLET WITH SEALANT TO KEEP WATER AWAY FROM JOINT. 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION 601. ALL CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION 601. 6. ALL STRUCTURAL STEEL SHALL BE POWDER COATED IN ACCORDANCE WITH THE ALL STRUCTURAL STEEL SHALL BE POWDER COATED IN ACCORDANCE WITH THE SPECIFICATIONS. 7. COLORS FOR ALL METAL COMPONENTS SHALL BE EQUIVALENT TO BENJAMIN MOORE COLORS FOR ALL METAL COMPONENTS SHALL BE EQUIVALENT TO BENJAMIN MOORE 3B STAMPEDE (COLOR #979). 8. PLACE CONCRETE TABLE PADS ON 4" COMPACTED CRUSHED AGGREGATE PLACE CONCRETE TABLE PADS ON 4" COMPACTED CRUSHED AGGREGATE CONFORMING TO SPECIFICATION 302. 9. TABLE MANUFACTURER MAY SLIGHTLY TAPER BENCH AND TABLE SUPPORTS FOR TABLE MANUFACTURER MAY SLIGHTLY TAPER BENCH AND TABLE SUPPORTS FOR INSERTION INTO CAST HOLES IN CONCRETE BASE. JOINT BETWEEN SUPPORTS AND BASE MAY NOT EXCEED " ON ANY ONE SIDE. 14" ON ANY ONE SIDE. 10. FINISH SURFACE OF EPOXY GLUE SHALL BE LEVEL WITH THE TOP OF SLAB. FINISH SURFACE OF EPOXY GLUE SHALL BE LEVEL WITH THE TOP OF SLAB. 11. NO CRACKS WILL BE ALLOWED IN ANY OF THE CONCRETE COMPONENTS. NO CRACKS WILL BE ALLOWED IN ANY OF THE CONCRETE COMPONENTS. 12. ALL THREADED INSERTS TO HAVE A MINIMUM OF 1" THREAD DEPTH. ALL THREADED INSERTS TO HAVE A MINIMUM OF 1" THREAD DEPTH. 13. ALL METAL BRACKETS SHALL BE POWDER COATED WITH AN ARCHITECTURAL GRADE ALL METAL BRACKETS SHALL BE POWDER COATED WITH AN ARCHITECTURAL GRADE POWDER THAT RESISTS INCLEMENT WEATHER AND ABRASIONS. 14. MINIMUM CONCRETE COVERAGE OVER REBAR IS 1 ". MINIMUM CONCRETE COVERAGE OVER REBAR IS 1 ". 38". .

AutoCAD SHX Text BASE TO BE PRECAST OR CAST-IN-PLACE 13' X 7' X 4" CONCRETE WITH AN EXPOSED AGGREGATE FINISH ON TOP, REINFORCED WITH #4 REBAR EACH WAY, USING 12' AND 6' LENGTHS AT 12" O.C. TIE ALL INTERSECTIONS. THIS WORK IS PAID UNDER THE PICNIC TABLE PAY ITEM.

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(2)-6" X 10" X 3" RECESS FOR TABLE SUPPORTS

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(1) CONCRETE BASE, 4550 LBS. (4) CONCRETE BENCH SUPPORTS, 72 LBS. EACH (2) CONCRETE TABLE SUPPORTS, 160 LBS. EACH (5) WOOD PLANKS (4) METAL BENCH BRACKETS (2) METAL TABLE BRACKETS EPOXY GLUE (SIKADUR 32) OR APPROVED EQUAL (20) " X 2 " GALV. LAG BOLT 38" X 2 " GALV. LAG BOLT 12" GALV. LAG BOLT GALV. LAG BOLT (16) " X 1 " NC ZINC COATED MACHINE BOLTS AND WASHERS12" X 1 " NC ZINC COATED MACHINE BOLTS AND WASHERS12" NC ZINC COATED MACHINE BOLTS AND WASHERS

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3" X 3" X " X 7 " 14" X 7 " 12" ANGLE IRON

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4" X 3" X " X 33 " 14" X 33 " 12" ANGLE IRON

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POWDER COAT PER SPECIFICATIONS.

AutoCAD SHX Text DRILL " X 1 " SLOTS AT 58" X 1 " SLOTS AT 14" SLOTS AT SHOWN LOCATIONS ON EACH BRACKET. SEE SLOT DETAIL.

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ROUND ALL CORNERS-R "34"

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DRILL " HOLES AT 58" HOLES AT SHOWN LOCATIONS ON EACH BRACKET

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CRUSHED AGGREGATE 4" COMPACTED DEPTH

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1 " CHAMFER 12" CHAMFER AROUND TOP EDGES

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#4 REBAR @ 12" O.C.

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TABLE BRACKET: 4"X 3" X " X 33 " 14" X 33 " 12" ANGLE IRON

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BENCH BRACKET: 3" X 3" X " X 7 " 14" X 7 " 12" ANGLE IRON

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(4)-6" X 8" X 3" RECESS FOR BENCH SUPPORTS

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(2) "NC INSERTS 12"NC INSERTS FOR EACH SUPPORT

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(4) " NC INSERTS 12" NC INSERTS FOR EACH SUPPORTEACH SUPPORT

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(2) " DIA. 58" DIA. HOLES

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(2) 1" X " SLOTS58" SLOTS

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ADA ACCESSIBLE END OF PAD

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ADA ACCESSIBLE END OF TABLE

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(2)-#4 X 1' REBAR 4" O.C.

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REBAR NOT SHOWN ON FRONT VIEWS

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(2)-#4 X 2' REBAR 4" O.C.

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3 " X 12" X 8'-0" 18" X 12" X 8'-0" GLUED-LAMINATED DOUGLAS FIR TOP & SEAT.

AutoCAD SHX Text 38"x 2 " GALV. 12" GALV. LAG BOLT

AutoCAD SHX Text 38"x 2 " GALV. 12" GALV. LAG BOLT

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12" CHAMFER ALL VERTICAL EDGES

dewoods Polygon Increase length from 12' to 13'.

dewoods Polygon 2' Overhang.

dewoods Polygon Revised leg spacing.

dewoods Polygon Increase length from 12' to 13'.

dewoods Oval 12' rebar.

dewoods Oval Precast or cast-in-place.