HomeMy WebLinkAboutA901 GATEWAY STRUCTURE TRASH STORAGESLOPECONC. APRON8" CONC. BLOCK w/ BRICK VENEER
PROVIDE (2) CONTAINERS w/ ACCESSIBLE
CONTAINER DOOR OPENING NOT TO EXCEED
+48" ABOVE FINISH GRADE
PROVIDE ACCESSIBLE PAVED PATH -
(PAVEMENT NOT TO EXCEED 5% MAX. SLOPE IN
DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE
PERPENDICULAR TO THE DIRECTION OF TRAVEL)
6" CONCRETE SLAB W/ 6"X6" #10/10 WWM OVER 6"
MIN. COMPACTED GRANULAR FILL - SLOPE SLAB
1/8" PER FOOT TOWARDS OPENING
LINE OF FOOTING
6'-0"5 1/2"PAIR OF 7'-0" METAL
FRAME GATES
CAST STONE COPING
FINSIH GRADE - SEE
CIVIL DWG'S.
USE MASONRY COLOR SELECTION
1. BRICK: REDLAND BRICK, HARMAR
"TANGERINE SMOOTH"
2. CAST STOEN: RENAISSANCE UNITS AS
MANUFACTURED BY ARRISCRAFT,
"COTTON" COLOR
(6 C.Y. DUMPSTER)(6 C.Y. DUMPSTER)
6"x6" TS STEEL POST
A901
814'-0"(4) 6" DIA. PAINTED STEEL PIPE BOLLARD FILLED
SOLID W/ CONCRETE
4'-6" 4'-9"5'-6" 4'-9"4'-6"1'-0"11 1/2"11 1/2"
BACKSLOPE CONCRETE SLAB FOR
POSITIVE DRAINAGE
4" BRICK VENEER
CONCRETE APRON SLOPE NOT TO
EXCEED 1/4" PER FOOT6'-0"11 1/2"4'-0"16'-0"4'-0"
24'-0"
SQUARE TUBE GATE (2) 7'-0" W. x 6-0" H.
1 1/4" WELDED STEEL FRAME WITH LATTICE OF
HINGES WELDED TO OVER FRAME. (4) PAIR
POSTS. PROVIDE DROP ROD INTO 1" PIPE SET
INTO CONC. FOR EA. LEAF & A LOCKING OF TYPE
APPROVED BY OWNER. SUBMITT SHOP
DRAWINGS TO ARCHITECT FOR APPROVAL.
A901
9
4'-4"15'-4"4'-4"
2" 6" 7'-0"7'-0"6" 2"
RETURN BRICK AT
OPENING 12"2'-0"36" MIN..EXTERIOR
5 5/8" CAST STONE COPING
- SEE DTL. 10/A901
SLOPE GRADE AWAY FROM WALL -
PROVIDE ACCESSIBLE PATH -
(PAVEMENT NOT TO EXCEED 5% MAX.
SLOPE IN DIRECTION OF TRAVEL AND
2% MAX. CROSS SLOPE
PERPENDICULAR TO THE DIRECTION OF
TRAVEL)6'-0"GRADE @ TRASH STORAGE
8" CMU & 4" BRICK VENEER W/ #4
VERT. REINF. @ 4'-0" O.C. MAX. W/
REINF. @ EA. END OF WALL LENGTH
(JOINT REINF. EVERY TWO BLOCK
COURSES) - TAKE BRICK TO GRADE
CENTER VERT. REINF. IN WALL (TYP.)
EXTEND VERT. REINF. (3) COURSES
INTO THE 12" CMU
12" CMU BELOW GRADE VERT. REINF.
@ 4'-0" O.C. MAX. W/ REINF. @ EA. END
OF WALL LENGTH (JOINT REINF.
EVERY TWO BLOCK COURSES)
6" CONC. SLAB OVER MIN. 6"
GRANULAR FILL
(2) #5 BARS CONT.
GROUT CORES SOLID
1/2" EXP. JT. FILLER (TYP).3'-8"5'-8"13'-10 1/4"8'-2 1/4"FACE OF BOX BEAM
FIBERGLASS SHINGLES OVER 15
LB. FELTS
6x6 TREATED POSTS w/
1x12 LP SMART TRIM
COLUMN WRAP
FIBERGLASS SHINGLES OVER 15
LB. FELTS
FACE OF BOX BEAM 8
12
5'-8"3'-8"T./RAILING=5'-6"11 1/4"
3'-1" 3'-1"
9 1/4"
11 1/4"
9 1/4"
POWDER-COATED
ALUMINUM RAILING
CENTERED ON TOP OF
WALL
BRICK SOLDIER
COURSE (TYP.)
FINISH GRADE
A901
5A
11 1/4" 11 1/4"
7'-6"
PLANT MATERIALS-
REFER TO LANDSCAPE
PLAN
FINISH GRADE
EXP.
JT.
EXP.
JT.
6x6 TREATED POSTS
CENTERED IN
CONCRETE
FOOTING
- MIN. OF 4"
COVERAGE EACH
FACE
(TYP. OF 12)
3'-4"x3'-4" REINF.
CONCRETE FOOTING5'-8"5'-8"8'-2 1/4"PRE-ENG. WD. TRUSSES
@ 24" O.C. (CONFIGURATION
BY TRUSS MFG.)
1x8 FASCIA BD.
OVER 2x6 SUBFASCIA BD.
TYP. ROOF CONST.:
CLASS 'C' FIBERGLASS SHINGLES
w/ #15 FELT PAPER ON 7/16" OSB
ROOF SHEATING WITH SPACERS (2) 2x12 HEADER
TYP. ROOF/CEIL. CONST.:
1/4" NON-VENTED FIBER
CEMENT SOFFIT
4" (MIN.) COMPACTED
GRANULAR FILL
4" THICK FIBER-REINFORCED
CONCRETE SLAB - SLOPE 1/8"
PER FOOT FROM CENTER OF
THE GATEWAY STRUCTURE
SLOPING TO EXTERIOR
- TURN DOWN EDGE OF SLAB
LOW BRICK WALL OR PIER
WITH A 6-PIECE LIMESTONE
CAP -3" THICK- PROVIDE CMU
BACKUP AS REQ'D.
SEALANT
(ALL-AROUND)
LIGHT -PER OWNER
BUILD OUT AS REQ'D
10'-0"
1'-0"1'-0 1/4"HEELHGT.ALUM. DRIP
BRICK SOLDIER
COURSE
13'-10 1/4"3'-0" MIN.12'-0"
6"6" 2'-0"2'-6"6"6" TURN DOWN
BOX BEAM DTL. 5B/A901
1x LP SMART TRIM WRAP
w/ 1 1/2" DIA. HALF-ROUND TRIM
10'-10"
2'-4" 6'-2"2'-4"2'-4"6'-4"2'-4"11'-0"1'-0"SITE WALL - REFER TO CIVIL
DRAWINGS FOR LOCATIONS
12'x12' CONC. WALK
ROOF LINE
EXP. JT. (TYP.)
CONCRETE
SAWCUT LINESDETAIL 2/A9016x6 TREATED POSTS
- SEAL JOINTS
NOTE A SINGLE BUILDING ROOF DRAIN LINE
CROSSES BELOW THE SCREEN WALL IN THIS
GENERAL AREA BETWEEN BUILDINGS 1 & 2.
MODIFY THE SITE WALL FOOTING BY HOLDING
THE BOTTOM OF THE SITE WALL FOOTING
ABOVE THE PIPING WHERE IT CROSSES UNDER
THE WALL. ADD ADDITIONAL REBAR AT THIS
LOCATION TO STABILIZE THE FOOTING.
8"12"2'-0"
8" CONC. BLOCK
(BEYOND)
(2) #5 BARS CONT.
CHAIR UP TO MIN. 3"
COVERAGE
6" CONC. SLAB OVER MIN.
6" GRANULAR FILL
11 1/2"
6" CONC. APRON W/
8" TURN DOWN EDGE
STEEL LEVELING
PL. & ANCHORS
ASPHALT PAVM'T
1/2" EXP. JT. FILLER
GROUT CORES SOLID
6" STEEL COL. TUBE
POST
EXTERIOR
14"" WIDE PRECAST CONCRETE
OR CUT LIMESTONE WALL CAP
4" CONC. BLOCK
FINISH GRADE - REFER TO CIVIL
DRAWINGS
4" BRICK VENEER w/ REINF.
@ 16" O.C. (VERT.) AND #4
BARS @ 48" O.C.
BRICK SOLDIER COURSE (TYP.)
POWDER-COATED
ALUMINUM RAILING
CENTERED ON TOP OF WALL
1'-2"3'-8"1'-6" W. x 36" DEEP CONCRETE
FOOTING w/ (3) #5 BARS EACH
WAY TOP AND BOTTOM4"INSTALL (2) 2" DIA. SCH. 40 PVC
THRU-WALL WEEPS AT BASE OF MASONRY
WALL. SPACE WEEPS 16" APART AND SET
BOTTOM OF WEEP INVERTS TO MATCH
FINISH GRADE LOW POINTS TO ENSURE
POSITIVE DRAINAGE IS NOT BLOCKED BY
WALL. FILL VOIDS AROUND PIPE w/
MORTAR AS REQUIRED.
THESE WEEPS OCCUR AT THE A/C SCREEN
WALLS AT BUILDINGS 1 & 3. - REFER TO
CIVIL DRAINAGE PLAN FOR ADDITIONAL
INFORMATION5'-8"3'-8"T./RAILING=5'-6"POWDER-COATED ALUMINUM
RAILING CENTERED ON TOP OF
WALL
BRICK SOLDIER
COURSE (TYP.)
2'-0"x2'-0"x7 5/8"
CAST STONE CAP
FINISH
GRADE
EXP.
JT.3 5/8"2"1/2"
11 1/2"
1/2"
1'-0 1/2"
1/2" DRIP
SHEET NO.
REVISIONSarchitects and land planners6201 carrollton avenueIndianapolis, in 46220phone 317 202 0661fax 317 202 0662email office@weaversherman.comweaver sherman designDATE: GATEWAY STRUCTURE / TRASH STORAGEA901LAKESIDE APARTMENTS - PHASE 2CARMEL, INDIANA03/04/21
WALL SECTION8
6
TRASH STORAGE - FRONT ELEVATION
WALL SECTION9
7 PLAN - TRASH STORAGE
SCALE: 1/2" = 1'-0" (24x36 SHT)
2
GATEWAY STRUCTURE
- SIDE ELEVATION
1
GATEWAY STRUCTURE
- FRONT ELEVATION
SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT)
3
PLAN - GATEWAY STRUCTURE
4
GATEWAY STRUCTURE-SECTION
SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT)
SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT) SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT)
SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT)
5
SECTION AT SITE WALL
SCALE: 1/2" = 1'-0" (24x36 SHT)
5A ELEVATION AT SITE WALL
SCALE: 1/4" = 1'-0" (24x36 SHT)
COPING DET.10
5B BOX BEAM DETAIL
SCALE: 1" = 1'-0" (24x36 SHT)
SCALE: 1/2" = 1'-0" (24x36 SHT)SCALE: 1" = 1'-0" (24x36 SHT)
SCALE: 1/4" = 1'-0" (24x36 SHT) 1/8" = 1'-0" (11x17 SHT)
1 ADDENDUM 1
10/22/2021
1
1
07/26/22