HomeMy WebLinkAboutAS3.1 DETAILSSEE SITE DRAWINGS8"0'-8"1'-6"1'-6"3"EXPANSION JOINT. (EJ). 1/2"
PREMOLDED FILLER W/ SEALANT
AND BACKER ROD.
REINFORCING BAR.
#4 @ 12" X 12". HOLD
WITH CHAIRS.
#4 @ 12" E.W. TOP
SLOPE DN - SPRAY PAD -
SEE GRADING PLAN.
CONCRETE PAVEMENT. REFER TO
SITE DRAWINGS.
GREASE DOWEL.
FULL LENGTH
WITHIN SECOND
POUR.
18" CA-7
GRANULAR
DRAINAGE
COURSE IN 6"
LIFTS.
SPRAY PAD CONSTRUCTION, REBAR
AND GREASED DOWEL.
SYNKO-FLEX WATERSTOP
BY HENRY CO.MIN.2"1/2"
1/4" RADIUS.
3/8"
CONTROL JOINT (CJ).
HAND TOOLED.
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS.1 1/4"8"
1'-6"
SUB-GRADE.
COMPACTED OR
UNDISTURBED SOIL.
REINFORCING BAR.
#4 @ 12" X 12". HOLD
WITH CHAIRS.
#4 @ 12" E.W. TOP
3"2"3"5"1'-6"1/2"
POOL DECK. LIGHT BROOM
FINISH. NON-SLIP.
TOOLED JOINTS.
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS.
#4 @ 12" E.W. TOP.
WALL CLADDING. REFER
TO SITE DRAWINGS.
STRUCTURAL WALL.
REFER TO STRUCTURAL
DRAWINGS.
EXPANSION JOINT. 1/2"
EXPANSION CONNECTION.
REFER TO SITE DRAWINGS.
STRUCTURAL
FOUNDATION. REFER TO
STRUCTURAL DRAWINGS.
REINFORCING BAR.
#4 @ 12" X 12". HOLD
WITH CHAIRS.8"COLD JOINT.
POOL DECK. LIGHT BROOM FINISH.
NON-SLIP. TOOLED JOINTS.
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS.
5/8" DOWEL AT 1'-0" O.C. W/ SLEEVE
AT ONE END. 24" O.C.5"3"SUB-GRADE.
COMPACTED OR
UNDISTURBED SOIL.
SYNKO-FLEX WATERSTOP
BY HENRY CO.
6" 6"
REINFORCING BAR.
#4 @ 12" X 12". HOLD WITH CHAIRS.
#4 @ 12" E.W. TOP
3"1/4" RADIUS.
EXPANSION JOINT. (EJ). 1/2"
PREMOLDED FILLER W/ SEALANT
AND BACKER ROD.
POOL DECK. LIGHT BROOM FINISH.
NON-SLIP. TOOLED JOINTS.
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS. CONFORM TO
ASTM D 1557 (TYP AT
ALL DRAINAGE
COURSE.)
5/8" DOWEL AT 1'-0" O.C. W/ SLEEVE
AT ONE END. 24" O.C.5"SUB-GRADE.
COMPACTED OR
UNDISTURBED SOIL.
SYNKO-FLEX WATERSTOP
BY HENRY CO.
6" 6"
REINFORCING BAR.
#4 @ 12" X 12". HOLD WITH CHAIRS.
#4 @ 12" E.W. TOP
3"1/2"3"5"8"18"1/4" RADIUS.4"4"7"1 1/2"1 1/2"6"
REMOVABLE TOP PLATE
BONDING LUG
2" F.P.T.
FOOTING
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS.
SUB-GRADE.
COMPACTED OR
UNDISTURBED SOIL.
POOL DECK. LIGHT BROOM FINISH.
NON-SLIP. TOOLED JOINTS.
REINFORCING BAR.
#4 @ 12" X 12". HOLD WITH CHAIRS.
#4 @ 12" E.W. TOP
REBAR SIZING IS TO BE DETERMINED
BASED ON FIXTURE LOADING.
18" CA-7 GRANULAR
DRAINAGE COURSE IN
6" LIFTS.
SUB-GRADE.
COMPACTED OR
UNDISTURBED SOIL.
CONDUIT (TYP.).
MANIFOLD ASSEMBLY.
FINISHED GRADE
PIPING. REFER TO
SP1.1 SHEET.2'-0"2'-0"2"44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
11640
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
3030 W. 116TH STREET
CARMEL, IN 46032
Owner:
12/31/2021 10/31/2021
ALL ARCHITECTURAL SHEETS
AS3.1
DETAILS
SCALE: 1 1/2" = 1'-0"1EXPANSION JOINT
SCALE: 1 1/2" = 1'-0"2CONTROL JOINT
SCALE: 1 1/2" = 1'-0"6SPRAYPAD @ STRUCTURAL WALL
SCALE: 1 1/2" = 1'-0"4COLD JOINT BETWEEN SLAB POURS
90% CONSTRUCTION DOCUMENTS 06/01/2020
65% REVIEW 04/20/2020
3EXPANSION JOINT BETWEEN PAD POURS
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
.
ISSUED FOR REV DATE
07/14/2020
SCALE: 1 1/2" = 1'-0"7MISTEE JET FOUNDATION
SCALE: 1 1/2" = 1'-0"8VALVE BOX