HomeMy WebLinkAboutL-761 Site Details - Custom Prefab FeaturesOwner
Mechanical / Plumbing Design / Builder
Civil Engineer
Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Kite Realty Group
Republic Airways
Corporate Campus
12197 N. Meridian St.
Carmel, Indiana 46032
Structural Engineer
1717 E 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
McComas/O'donnell Naccarato
21040.000
6831 E 32nd Street
Indianapolis, Indiana 46226
DEEM LLC
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
Electrical Design/Builder
1934 N. Illinois Street
Indianapolis, Indiana 46202
Barth Electric Co., Inc.
SITE DETAILS -
CUSTOM PREFAB
FEATURES
TERRACE BAR TOP POST - SECTION
1" 1'-0"3'-6"1"4"3'-414"1'-2"
2"134"1 1
4" POLISHED CONCRETE COUNTERTOP,
WITH 3
4" APRON. EASED EDGE ON ALL
EXPOSED EDGES.
3
4" MARINE GRADE A-A PLYWOOD. EPOXY
TO CONCRETE COUNTERTOP. PAINT
EXPOSED FACE TO MATCH POSTS.
CAULK ALL EXPOSED JOINTS WITH
EXTERIOR GRADE SILICONE CAULK.
2" X 2" SQ. HOT DIP GALVANIZED WITH
HIGH PERFORMANCE COATING POST
1" X 6" NOMINAL THERMALLY MODIFIED ASH
RAILS, MOUNTED TO EACH POST.
NOTES:
1.ALL WELDS TO BE FULL
PENETRATION, GRIND
SMOOTH. NO FIELD WELDS.
2.ALL METAL COMPONENTS TO
BE PRIMED AND PAINTED WITH
TNEMEC EXTERIOR PAINT.
FINAL COLOR TBD.
2.5" DIACORE WITH SIKAGROUT 212 OR
SIKAGROUT 428 FS (REFER TO SPEC).
3" X 3" X 1
4" SQ. ESCUTCHEON PLATE,
WELDED TO POST, CAULK AT BASE.512" TYP.2" x 6" X 8" CUSTOM STEEL COUNTERTOP L
BRACKET, WELD TO POST, FASTEN TO
COUNTER SUBSTRATE WITH SS SCREWS.
2"2116"38" TYP.LED STRIP UNDER-LIGHTING TO BE
DESIGNED BY LIGHTING CONSULTANT. LOW
VOLTAGE LINE TO BE FED THROUGH POST.1'-4"8"5"P-21040-91
A6
DETAIL | BIKE LOOP (SURFACE-MOUNT)
1" 1'-0"
2'-0"1'-0"14" THK x 5"Ø MOUNT PLATE
W/ (3) 5 8" Ø HOLES
(2) 3 8"x4" STAINLESS STEEL
EXPANSION ANCHORS PER PLATE.
PROVIDE TAMPER RESISTANT NUTS
2" O.D. 11 GAUGE TUBING
ELEVATION:
PLAN:
1'-10" O.C.
NOTE:
TUBE AND PLATE TO BE TYPE 316
STAINLESS STEEL WITH #4 SATIN FINISH.
MOUNT PLATE ENLARGEMENT:R134"120°R2 1 2 "MOUNT
PLATE, SEE
ENLARGEMENT
WELD FROM
BOTTOM SURFACE.
REMOVE WELD
DISCOLORATION
PLAN:
SECTION A/A:1'-10"2'-10"1'-0"A A
L-761 P-21040-123
E6
DETAIL | POST INSTALLATION @ UNIT PAVING
6" 1'-0"
CL
2"34"4"
SECTION B-B:VARIESSECTION A-A:CL4"
43 16"35 8" BLOCK-OUT 43 16"
SECTION:
4"4"4"2"2"2"2"CL2"2"ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ RADIUS EDGE AND
POWDERCOAT FINISH
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
116" GAP FOR POST CENTERED IN
COVER PLATE; FILL W/ CLEAR
JOINT SEALANT.
UNIT PAVING FIELD PER PLANS
EDGE RESTRAINT:
3 16" TYPE 304 STAINLESS-STEEL
PLATE OR CUT FROM TUBE
NON-SHRINK GROUT (BEYOND)
FOR BLOCK-OUT AREA
3 16" STEEL PLATE FOR EDGE
RESTRAINT (BELOW)
ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ POWDERCOAT FINISH;
EDGES TO ALIGN AND BE FLUSH
W/ UNIT PAVING JOINTS
NON-SHRINK
GROUT
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
BASE PLATE:
12" x 12" x 3 16" TYPE 304
STAINLESS-STEEL PLATE W/ 35 8"
SQUARE OPENING CUT IN
CENTER
UNIT PAVER PER PLANS AND
DETAILS
EDGE RESTRAINT:
3 16" TYPE 304 STAINLESS-STEEL
PLATE
BITUMINOUS SETTING BED PER
UNIT PAVING DETAILS
4" x 3 8"Ø STAINLESS-STEEL
EXPANSION ANCHOR @ EACH
CORNER OF BASE PLATE
UNIT PAVING (SHOWN IN
SECTION)
A A
B B
12"12"12"12"
2"
VARIES12"VARIES12"VARIES VARIES
R
2
"
JOINT SEALANT
(CLEAR)
NOTES:
1.SUBMIT COMPLETE SHOP
DRAWINGS FOR REVIEW
PER SPEC. 057300.
2.SET ESCUTCHEON ON
SILICONE ADHESIVE BASE.
312"312"
116"
GAP
(4) STAINLESS-STEEL FLATHEAD
SCREWS (COUNTERSUNK)
L-761 P-21040-128
A1
TERRACE BAR TOP - ELEVATION
1" 1'-0"
NOTES:
1.ALL WELDS TO BE FULL PENETRATION, GRIND SMOOTH. NO FIELD WELDS.
2.ALL METAL COMPONENTS TO BE PRIMED AND PAINTED WITH TNEMEC
EXTERIOR PAINT. FINAL COLOR, TBD.
2'-0" O.C. TYP.3'-6" TYP.1"8"
EMBEDMENT TYP.
5'-0" O.C. TYP.
1
8" x 3"x 3" ALUMINUM BASE PLATE, (4)
#6-18 X 1" FLAT HEAD SS PHILLIPS
WOOD SCREWS
2" x 6" X 8" CUSTOM STEEL COUNTERTOP
L BRACKET, WELD TO POST, FASTEN
WITH CONTER SUBSTRATE WITH SS
SCREWS. WITH 2" X 1
4" STABILIZING FIN.
ALIGN EDGE OF COUNTER WITH
EXTERIOR FACE OF ASH RAIL
2"
STAINLESS STEEL BAG HOOKS, 24"
O.C. TYP., ATTACH TO SUBSTRATE
WITH SS WOOD SCREW, WITH
SPLIT LOCK WASHER
P-21040-92
E1
DETAIL | POST INSTALLATION @ CONCRETE PAVING
6" 1'-0"
A A
NON-SHRINK
GROUT
JOINT SEALANT
(CLEAR)
ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ POWDERCOAT FINISH;
EDGES TO ALIGN AND BE FLUSH
W/ UNIT PAVING JOINTS
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
NOTES:
1.SUBMIT COMPLETE
SHOP DRAWINGS
FOR REVIEW PER
SPEC. 057300.
2.SET ESCUTCHEON
ON SILICONE
ADHESIVE BASE.
CONCRETE PER PLANS AND
DETAILS
SECTION:
35 8" BLOCK-OUT
VARIES12"VARIES12"VARIES VARIES
116"
GAP
2"2"
CL
SECTION A-A:CL4"4"2"2"2"2"ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ RADIUS EDGE AND
POWDERCOAT FINISH
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
116" GAP FOR POST CENTERED IN
COVER PLATE; FILL W/ CLEAR
JOINT SEALANT.
CONCRETE PAVING PER PLANS
12"12"12"12"
R
2
"
(4) STAINLESS-STEEL FLATHEAD
SCREWS (COUNTERSUNK)
L-761 P-21040-126
A3
3'-35 8"
913 16"1'-8" O.C.913 16"
4"4"2'-10"SECTION:
PLAN:
1'-8" O.C.BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
1'-103 8"
CLRR1
0
"
CL
BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
FINISH GRADE (TOP OF PAVING)
SCHEDULED CONCRETE PAVING
PER PLANS AND DETAILS
THICKENED CONCRETE SLAB @
SIGN POST LOCATION
COMPACTED AGGREGATE BASE
PER CONCRETE PAVING DETAILS
12" DEPTH COMPACTED
SUBGRADE TO 95% STANDARD
PROCTOR
DETAIL | BICYCLE RACK LOOP @ CONC. PAVING (EMBEDDED)
1" 1'-0"5"2"7"4"A3
L-761
A3
L-761
DETAIL
POST INSTALLATION @
CONCRETE PAVING
DETAIL
POST INSTALLATION @
CONCRETE PAVING
L-761 P-21040-125
C3
DETAIL | BICYCLE RACK LOOP @ UNIT PAVING (EMBEDDED)
1" 1'-0"
3'-0"
8"1'-8" O.C.8"
6"6"2'-10"3"5"3"SECTION:
PLAN:
1'-8" O.C.BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
1'-103 8"
CLRR1
0
"
CL
BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
FINISH GRADE (TOP OF PAVING)
SCHEDULED UNIT PAVING PER
PLANS AND DETAILS
THICKENED CONCRETE SLAB @
SIGN POST LOCATION
COMPACTED AGGREGATE BASE
PER UNIT PAVING DETAILS
12" DEPTH COMPACTED
SUBGRADE TO 95% STANDARD
PROCTOR11"4"A1
L-761
A1
L-761
DETAIL
POST INSTALLATION @
UNIT PAVING
DETAIL
POST INSTALLATION @
UNIT PAVING
L-761 P-21040-124
C6
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-761
1 PERMIT SET 11/19/21
2 CD SET 12/17/21
3 BULLETIN SET 4 02/04/22
3