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HomeMy WebLinkAbout004_A3.1.1_ENLARGEDPLANS-EXTERIORENCLOSURES_01052022DN F F{LS1} {LE1}{LE1} DN 1 5/8"11' - 4"11' - 4"1 5/8" 23' - 8" A3.1.1 3 A3.1.1 2 A3.1.1 8 A3.1.1 7 4"10' - 10"6"6"11' - 4"11' - 4"6"1' - 11"3' - 0"6' - 5"23' - 8"11' - 4"6 YARD DUMPSTER PLACEMENT 6 YARD DUMPSTER PLACEMENT 3' - 8"6' - 0"4' - 4"6' - 0"3' - 8" TRASH ENCLOSURE GALVANIZED STEEL HSS TUBES, SEE STRUCTURAL, PAINT STEEL BOLLARDS, SEE /12 A3.1.1 DRAINEDGE OF ROOF ABOVE 6E-02 6E-02 6E-02 ALL (4) GATE LEAFS TO OPEN 180° 5' - 5" GATE 3/4" GAP +/- 5' - 5" GATE 5' - 5" GATE 3/4" GAP+/- 5' - 5" GATE 1' - 0"1' - 0" STEEL BOLLARD EA SIDE, SEE /12 A3.1.1 2 3 J 3.1 A3.1.1 13 1.9 AND FOUNDATIONS1" GAP, BETWEEN MASONRY17' - 8"11"GENERATOR, SEE ELECTRICAL DRAWINGS TRANSFORMER, SEE ELECTRICAL DRAWINGS ELECTRICAL SWITCHBOARD, SEE ELECTRICAL DRAWINGS147A.0147.1 UTILITY COURT YARD A3.1.1 19 2% SLOPE12' - 0"3' - 4"11"STEEL BOLLARDS, SEE /12 A3.1.1 ALIGN F.O. BRICKMAIN BLDG SHOWN GRAY 7' - 0"3' - 8" 4"4"6"6"ALIGN F.O. BRICKSIM A3.1.1 16 4' - 0"CLEAR3' - 0"(4) MAS. COLUMNS4' - 0"1" GAPE.J. EXTEND CONCRETE WALK TO CURB, SEE CIVIL DRAWINGS SLOPE COURTYARD SLAB TO SIDEWALK MTLR-1 ON STHG-1 HSS STEEL STRUCTURE, PAINT 7' - 4"6' - 10" GATE6"STEEL B DECK, PAINT 6E-02 CORNER PIECE 2' - 0"TWO (2) PRECAST PIECES, TYPE B = 7' - 6"TYPE B 2' - 0" END PIECE SEE TYPICAL NOTES DETAIL /7 A3.1.1 MTLR-1 ON SHTG-1 ON 1 1/2" METAL DECK 22 GA BRAKE METAL FASCIA TO MATCH ROOF 5X4X1/4 HSS BEAMS, TYP OF (9), PAINT HSS COLUMNS PER STRUCTURAL, PAINT 107' - 7" 108' - 5" 6E-02 A3.1.1 15 CORNER PIECE 2' - 0"FOUR EQUAL PRECAST PIECES, TYPE B = 19' - 10"CORNER PIECE 2' - 0" MTLR-1 ON SHTG-1 OVERHANG, TYP 3 SIDES 8" ROOF 6E-02 ONE (1) PRECAST PIECE TYPE B = 4' - 6"CORNER PIECE 2' - 0" TYPE B 2' - 0" END PIECE 3' - 0" OVERHANG PRECAST CAP 1" PROUD OF WALL BELOW, TYPICAL GALVANIZED STEEL POSTS, PAINT; PROVIDE CONTINUOUSLY WELDED CAP AT TOP OF PLATE PRECAST CONCRETE CAP LATCH GATE 107' - 7" 108' - 5" LEVEL 1 100' -0" 1.9 2' - 4" T.O. FDN7' - 4"4"PRECAST CONCRETE CAP TYPE B 6E-02 UTILITY COURTYARD SLAB ON GRADE, SLOPE TO DRAIN, REF CIVIL CONCRETE SIDEWALK OR GRADE, SEE CIVIL DRAWINGS CONCRETE FOUNDATIONS, FOOTING, AND INTERIOR SLAB, SEE STRUCTURAL DRAWINGS; INTERIOR SLAB FOR TRASH ENCLOSURE, SEE CIVIL DRAWINGS EXPANSION JOINT FILLER AND SEALANT AT PERIMETER OF SLAB A3.1.1 1 A3.1.1 6 NOTE: UTILITY COURTYARD SCREEN WALL SHOWN, TRASH ENCLOSURE WALL SIMILAR MASONRY TIES AS REQ'D BY STRUCTURAL A5.3.1 15 @ CANOPY 3' - 6"3' - 0"6" DIA. SCH 80 PIPE BOLLARD, FILLED WITH CONCRETE (DOME TOP), (PRIME & PAINT) CONCRETE SLAB REF CIVIL DRAWINGS 1'-3" DIA. CONC. PIER 1/2" BACKER ROD AND SEALANT ON EXPANSION JOINT FILLER AT PERIMETER OF BOLLARD 3/8"4"1"THROUGH WALL STAINLESS STEEL FLASHING WITH 1/2" CANTED, HEMMED EDGE; LAP FLASHING JOINTS 4" MINIMUM PRECAST CONCRETE INTEGRAL DRIP EDGE CONC-3,TYPE B, SEE 3/16" STAINLESS STEEL PIN, FOUR (4) PER PRECAST PIECE MINIMUM BRICK VENEER (MAS-1) 6" CMU AND BOND BEAM, SEE STRUCTURAL DRAWINGS RAKE ALL HORIZONTAL AND VERTICAL JOINTS AT PERIMETER OF EACH PIECE AND SEAL WITH ELASTOMERIC SEALANT BACKER ROD AND SEALANT BOTH SIDES OF WALL 1 1/8" /6 A5.3.3 1' - 0" BRICK VENEER (MAS-1) 6" CMU, SEE STRUCTURAL DRAWINGS BACKER ROD AND SEALANT ON 1/2" EXPANSION JOINT FILLER, BOTH SIDES OF WALL 1" HOLDEXTERIOR SIDEWALK OR CONCRETE CURB, SEE CIVIL DRAWINGSSLOPE TO DRAIN 10" MASONRY TIES AS REQ'D BY STRUCTURAL WEEP VENTS @ 2' OC CONT MORTAR NET, FULL CAVITY WIDTH 5 5/8"3/4"3 1/2" EXTERIOR WALL TYPE, PER WALL SECTIONS 5" CONCRETE SLAB W/ 7"D x 9"W TURN DOWN EDGE, OVER 3" OF 1 1/2" MINUS ABC COMPACTED SUBGRADE, PER GEOTECHNICAL REPORT CONCRETE PAD / SIDEWALK & BASE COURSE PER CIVIL #4 REBAR @ 12" OC, 6" MIN EMBED, T&B OF STAIR #3 LOOPS @ 12" OC W/ 2 #4'S T&B, FULL WIDTH OF STAIR #4'S @ 12" OC EA WAY6"11" 1" BACKER ROD AND SEALANT ON 1/2" EXPANSION JOINT FILLER, T&B OF STAIR NOTES: • 1 1/2" MIN COVER @ ALL STEEL REINFORCING • SLOPE TREADS & LANDING @ 1.0% MAX FOR DRAINAGE • NON-SLIP HORIZONTAL MEDIUM BROOM FINISH @ STAIRS & LANDING 1 1/2" MINUS AGGREGATE BASE COURSE (ABC), 3" MIN 3' - 0"1/2" RADIUS MAX 18"D X 12"W CONCRETE FOOTER @ T&B OF STAIR #4 REBAR, 6" MIN SLAB EMBED, DOWELED & EPOXY-SET INTO FDN WALL 2 1/2"Ø x 4" CORE DRILL, PACK W/ NON-METALLIC NON-SHRINK GROUT 1 1/2"Ø GALVANIZED STEEL HANDRAIL, PAINT ATTACH HANDRAIL TO FACE OF WALL W/ STEEL BRACKETS, WHERE ADJACENT 1/4" X 6" STEEL TOP PLATE, PRIMED & PAINTED DARK GRAY 1 1/4" SCH 80 HANDRAIL (WHERE REQUIRED) 1/4" X 2 1/2" VERTICAL STEEL PLATES@ 4"o.c. MAX3' - 0"FACTORY ATTACHED BRACKET FASTEN BRACKET TO VERT PIPE w/ # 14 TEK SCREWS, OR WELD T.O. EXTERIOR FLOOR NOTE: ALL EXPOSED METAL SURFACES TO BE PREPARED, REMOVE ALL BURRS AND GROUND SMOOTH, PRIMED AND PAINTED 20.00°1/4" X 6" STEEL TOP PLATE, PRIMED & PAINTED DARK GRAY 3 3/4" MAX.LEVEL 1 100' -0" J 5" CONCRETE SLAB W/ 7"D x 9"W TURN DOWN EDGE, OVER 3" OF 1 1/2" MINUS ABC COMPACTED SUBGRADE, PER GEOTECHNICAL REPORT CONCRETE PAD / SIDEWALK & BASE COURSE PER CIVIL #4 REBAR @ 12" OC, 6" MIN EMBED, T&B OF STAIR #3 LOOPS @ 12" OC W/ 2 #4'S T&B, FULL WIDTH OF STAIR #4'S @ 12" OC EA WAY BACKER ROD AND SEALANT ON 1/2" EXPANSION JOINT FILLER, BOTTOM OF STAIR NOTES: • 1 1/2" MIN COVER @ ALL STEEL REINFORCING • SLOPE TREADS & LANDING @ 1.0% MAX FOR DRAINAGE • NON-SLIP HORIZONTAL MEDIUM BROOM FINISH @ STAIRS & LANDING 1 1/2" MINUS AGGREGATE BASE COURSE (ABC), 3" MIN 1/2" RADIUS MAX 2 1/2"Ø x 4" CORE DRILL, PACK W/ NON-METALLIC NON-SHRINK GROUT 1 1/2"Ø GALVANIZED STEEL HANDRAIL, PAINT 5 R @ ± 6 3/4" = 2' - 9"4 T @ 12" = 4' - 0" 4" SPHERE SHALL NOT PASS THRU 1/4"Ø GALVANIZED STEEL PIPE, PAINT FOOTING & FOUNDATION WALL, REF STRUCT REF PLANS 6" CMU, BOND BEAM, AND REINFORCEMENT, SEE STRUCTURAL DRAWINGS; PAINT EXPOSED CMU SEE EXTERIOR WALL ASSEMBLIES FOR BALANCE OF NOTES AND DIMENSIONS2 1/2"WELD CLOSE END OF HSS GALVANIZED STEEL CONTINUOUS CLEAT, MECHANICALLY FASTENED TO BENT PLATE 3/16" STEEL BENT PLATE, PAINT SHEET METAL FASCIA, COLOR TO MATCH CORRUGATED METAL ROOF 2x_ PRESSURE TREATED NAILER MTLR-1 3" X 3" X 5/16" STEEL ANGLE 3/16 ANGLE TO HSS, TYP. 3/16 HSS BEAM TO COL., TYP HSS BEAM UNDER-1 1 1/2" x 18 GA, G60, GALVANIZED DECK SHTG-1 CONC-3,TYPE B, SEE /1 A3.1.1REF ELEVATIONSissue date project # phasesheet projectownerrevision date SITE PLAN APPLICATION1/5/2022 1:22:40 PM01/07/224 A3.1.1 01.05.2022ENLARGED PLANS - EXTERIOR ENCLOSURES 21012.00 SITE PLAN APPLICATIONVANCE THOMPSON VISION1/4" = 1'-0"9 TRASH ENCLOSURE PLAN 1/4" = 1'-0"14 ENCLOSED UTILITY EXTERIOR YARD ENLARGED PLAN 1/4" = 1'-0"3 TRASH ENCLOSURE SOUTH ELEVATION 1/4" = 1'-0"2 TRASH ENCLOSURE WEST ELEVATION 1/4" = 1'-0"8 TRASH ENCLOSURE NORTH ELEVATION 1/4" = 1'-0"7 TRASH ENCLOSURE EAST ELEVATION 3/8" = 1'-0"13 LEVEL 1 SCREEN WALL SECTION 3/4" = 1'-0"12 PIPE BOLLARD DETAIL 1 1/2" = 1'-0"1 PRECAST COPING DETAIL AT SCREEN WALLS 1 1/2" = 1'-0"6 PRECAST BASE DETAIL AT SCREEN WALLS 1" = 1'-0"19 TYPICAL EXTERIOR STAIR DETAIL 1" = 1'-0"11 TYP. EXTERIOR STAIR HAND/GUARD RAIL 1/2" = 1'-0"16 EXTERIOR STAIR 1 1/2" = 1'-0"15 TRASH ENCLOSURE COPING DETAIL 4