HomeMy WebLinkAboutA120 - OUTDOOR ENCLOSURE YARD PLAN AND ELEVATIONOUTDOOR STORAGE
YARD
PRE-ENGINEERED
WALKWAY COVERING /
CANOPY.
ROLLING GATE, SEE CIVIL.C106HC106I
3
A1.05
___________
2'-0"10'-10 11/16"2'-0"10'-10 3/4"2'-0"12'-0"2'-0"12'-5 5/8"2'-0"12'-5 9/16"2'-0"
C106J
25'-8"2'-0"17'-6"A1.05
24
A1.05
___________1'-0"3'-4"12'-5"1"8"WELDING TANK
STORAGE2'-0"24'-9"1"A1.05
2
VERTICAL SLAT FENCE
ENCLOSURE. SEE CIVIL.
MECHANICAL EQUIPMENT. SEE MECHANICAL.
WRAP BRICK VENEER AROUND
INSIDE FACE OF GATE OPENING.
2
A5.02
___________6'-0"10'-6"
SIM.
FIRST FLOOR
EL 100'-0"
1'-2"
8"6"
1"1"
1'-4"8"8'-0"4"HEMMED EDGE, STAINLESS
STEEL DRIP EDGE, SET IN
BED OF SEALANT.
CELL VENT WEEPS AT 24" O.C.
FLEXIBLE, STAINLESS STEEL
THROUGH WALL FLASHING.
ALUMINUM TERMINATION BAR
WITH CONTINUOUS SEALANT.
CONTINUOUS OPEN MESH,
CAVITY MORTAR PROTECTION
WITH INSECT BARRIER.
CONTINUOUS FLUID APPLIED
AIR BARRIER.
ANCHORED BRICK VENEER.
CELL VENT WEEPS AT 24" O.C.
BRICK SOLDIER COURSE.
STAINLESS STEEL TOP OF
WALL FLASHING.
CAST STONE CAP WITH CUT
DRIP EDGE.
1/2" Ø STAINLESS STEEL
DOWEL AT 24" O.C., MIN. 2
PER STONE.
REINFORCED CONCRETE
WALL, SEE STRUCTURAL.
PROVIDE SACK RUBBED
FINISH AT ALL EXPOSED
SURFACES.
CONCRETE PAVING, SEE CIVIL.
REINFORCED CONCRETE
FOOTING, SEE STRUCTURAL.
+/- 3" VERIFY W/ CIVIL 2
2'-0"8"1'-0"8"8"4
A1.05
___________
ANCHORED BRICK VENEER.
FLUID-APPLIED VAPOR
PERMEABLE AIR BARRER,
CONTINUOUS.
REINFORCED CONCRETE
WALL, SEE STRUCTURAL.
BRICK EXPANSION JOINT AT
ALL INSIDE CORNERS, TYP.
FIRST FLOOR
EL 100'-0"
8"8"
1'-10"8"7'-0"1'-0"4"4"1'-4"6"
HEMMED EDGE, STAINLESS
STEEL DRIP EDGE, SET IN
BED OF SEALANT.
CELL VENT WEEPS AT 24" O.C.
FLEXIBLE, STAINLESS STEEL
THROUGH WALL FLASHING.
ALUMINUM TERMINATION BAR
WITH CONTINUOUS SEALANT.
CONTINUOUS OPEN MESH,
CAVITY MORTAR PROTECTION
WITH INSECT BARRIER.
CONTINUOUS FLUID APPLIED
AIR BARRIER.
ANCHORED BRICK VENEER.
CELL VENT WEEPS AT 24" O.C.
STAINLESS STEEL TOP OF
WALL FLASHING.
CAST STONE CAP WITH CUT
DRIP EDGE.
1/2" Ø STAINLESS STEEL
DOWEL AT 24" O.C., MIN. 2
PER STONE.
REINFORCED CONCRETE
WALL, SEE STRUCTURAL.
PROVIDE SACK RUBBED
FINISH AT ALL EXPOSED
SURFACES.
CONCRETE PAVING, SEE CIVIL.
REINFORCED CONCRETE
FOOTING, SEE STRUCTURAL.
BRICK SOLDIER COURSE.
1/2" Ø STAINLESS STEEL
DOWEL AT 24" O.C., MIN. 2
PER STONE.
STAINLESS STEEL TOP OF
WALL FLASHING.
1'-4"
1" TYP.
+/- 3" VERIFY W/ CIVIL 2
REFER TO SITE DRAWINGS FOR
GRADE INFORMATION
REFER TO STRUCTURAL DRAWINGS
FOR FOUNDATION AND
REINFORCEMENT INFORMATION
CAVITY MORTAR PROTECTION
4" CMU GROUTED SOLID
HEAD JOINT CELL VENTS
GROUT SOLID BELOW FLASHING
CONCRETE PAD / PAVEMENT,
SLOPE SURFACE TOWARDS GATE
OPENING. REFER TO SITE / CIVIL
DRAWINGS FOR SURFACE AND
GRADE INFORMATION
1/2" PREFORMED ISOLATION
JOINT FILLER (UNO) WITH
POURABLE URETHANE SEALANT
4" FACE BRICK,
COLOR/TYPE TO MATCH BUILDING
HEMMED METAL FLASHING FLUSH
WITH FACE OF BRICK. SET ON 3
ROWS OF CONT. MASTIC
FLEXIBLE FLASHING -EXTEND TO 4" MIN ABOVE TOP
OF CAVITY MORTAR PROTECTION MATERIAL.
ANCHOR WITH FLAT METAL TERMINATION BAR @ 12"
O.C. SET TERMINATION BAR IN MASTIC. PROVIDE
END DAMS AT OPENINGS AND ENDS OF FLASHING.
STOP FLEXIBLE FLASHING 1/2" BACK FROM FACE OF
WALL. FULLY ADHERE TO METAL FLASHING.
8" CMU (PAINT) GROUT SOLID.
PROVIDE HORIZONTAL AND VERTICAL
REINFORCING, REFER TO STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
CAST STONE CAP WITH
SLOPED TOP AND CONT. DRIP
EDGE EACH SIDE
8" CMU BOND BEAM, REFER
TO STRUCTURAL
HEAD JOINT CELL VENTS
1'-0"
1"1"1"4"8'-0"STAINLESS STEEL TOP OF
WALL FLASHING.
1/2" Ø STAINLESS STEEL
DOWEL AT 24" O.C., MIN. 2
PER STONE.
SLOPE .5% MIN
REFER TO CIVIL
16'-0"13'-0"8'-0"8'-0"
BOLLARDS TYP. REFER TO CIVIL.
A1.05 7
A1.05
10
A1.058
A1.05
9
BRICK VENEER ON CMU, TYP.
T./MASONRY
8'-0"
BOLLARD, TYP.
CONCRETE PAD. REFER TO CIVIL.
T./MASONRY
8'-0"
BRICK VENEER ON CMU, TYP.
CONCRETE PAD. REFER TO CIVIL.
T./MASONRY
8'-0"
BOLLARD, TYP.
BRICK VENEER ON CMU, TYP.
CONCRETE PAD. REFER TO CIVIL.
T./MASONRY
8'-0"
CONCRETE PAD. REFER TO CIVIL.
FRAMED METAL GATE
BOLLARDS, TYP.
REFER TO CIVIL.
REFER TO CIVIL
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
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UNIT B
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NEW ADDITION
11/3/2023 9:44:48 AMJ:\221165.01\Production\BIM\2021_ARCH_221165.01_detached_Color Elevations.rvtPROJECT NUMBER: 221165.01
CARMEL HIGH
SCHOOL
POLYTECHNIC
ADDITION AND
RENOVATION
CARMEL CLAY SCHOOLS
520 EAST MAIN STREET
CARMEL, IN 46032
ENLARGED PLANS
A1.05
PROJECT ISSUE DATE: 08/31/2023
100% CONSTRUCTION DOCUMENTS
DRAWN BY: DSR/CLP
317-848-0966
350 E. NEW YORK ST. SUITE 300, INDIANAPOLIS, IN 46204
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - OUTDOOR STORAGE YARD1
SCALE: 1" = 1'-0"
WALL SECTION3
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL2
SCALE: 1" = 1'-0"
WALL SECTION4
PLANNORTHSCALE: 3/4" = 1'-0"
DUMPSTER ENCLOSURE - WALL SECTION5
SCALE: 1/4" = 1'-0"
DUMPSTER ENCLOSURE - PLAN6
SCALE: 1/4" = 1'-0"
7
DUMPSTER ENCLOSURE WEST
ELEVATION
SCALE: 1/4" = 1'-0"
9
DUMPSTER ENCLOSURE SOUTH
ELEVATION
SCALE: 1/4" = 1'-0"
8
DUMPSTER ENCLOSURE EAST
ELEVATION
SCALE: 1/4" = 1'-0"
10
DUMPSTER ENCLOSURE NORTH
ELEVATION
REV.
NO.DESCRIPTION DATE
2 ADDENDUM #2 10/05/2023