1
A
2
3
4
5
6
7
8
9
MASONRY AND FLASHING REPAIRS AT: HUNTLEY HIGH SCHOOL, HEINEMAN
MIDDLE SCHOOL, AND MARLOWE MIDDLE SCHOOL
HUNTLEY COMMUNITY SCHOOL DISTRICT #158
10
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
Algonquin, IL
IL
B
C
D
E
ARCHITECTURAL
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:36 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
F
A1.51
A1.52
A1.53
A2.01
A2.02
A2.03
A2.04
A3.01
HUNTLEY HIGH SCHOOL ROOF PLAN
HEINEMAN MIDDLE SCHOOL ROOF PLAN
MARLOWE MIDDLE SCHOOL ROOF PLAN
HEINEMAN MIDDLE SCHOOL- EXTERIOR ELEVATIONS
HEINEMAN MIDDLE SCHOOL- EXTERIOR ELEVATIONS
MARLOWE MIDDLE SCHOOL- EXTERIOR ELEVATIONS
MARLOWE MIDDLE SCHOOL- EXTERIOR ELEVATIONS
TYPICAL DETAILS
G
H
Set No:
Comm No:
163025
1
2
3
4
5
6
7
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
A
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
(ROOF A)
IL
B
31031
31027
31030
(ROOF
D)
(ROOF K)
(ROOF C)
(ROOF
E)
31029
31024
(ROOF J)
31010
31010
31028
31025
SIM
31009
31011
(ROOF XI)
31011
SIM
C
31021
31021
31023
(ROOF II)
SIM
(ROOF X)
31014
(ROOF AA)
31020
31022
31018
31013
31006
31019
31001
31026
(ROOF HH)
(ROOF DD)
31008
31007
(ROOF CC)
31005
(ROOF JJ)
31003
31016
(ROOF BB)
D
31017
31015
31002
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:36 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
GENERAL NOTES:
120V POWER AVAILABLE AT MULTIPLE POINTS ON ROOF.
CONTRACTOR TO PROVIDE POWER CORDS AS REQUIRED.
2.
POTABLE WATER IS AVAILABLE AT MULTIPLE POINTS.
CONTRACTOR TO PROVIDE HOSES AS REQUIRED.
3.
MASONRY VENEER UNITS TO BE REMOVED/REPLACED ARE
TYPICALLY SPLIT-FACE CONCRETE BLOCK, AND MULTIPLE
COLORS EXIST. MATCH COLORS USING SPLIT-FACE
CONCRETE BLOCK UNITS SPECIFIED. FIELD VERIFY
QUANTITIES OF EACH COLOR REQUIRED.
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
ARCHITECT
IL
under the laws of the State of
E
Registration Number
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
Description
Date
Num
HIGH SCHOOL ROOF LEGEND
F1
A
1.
DENOTES EXISTING ROOF AREAS TO
BE RE-ROOFED DURING SUMMER
2016 UNDER SEPARATE CONTRACT.
HUNTLEY HIGH SCHOOL ROOF PLAN
1" = 30'-0"
0
22'-6"
DENOTES THROUGH WALL FLASHING
REPAIR WORK TO BE INCLUDED IN BASE
BID. SEE TYPICAL DETAILS C1/A3.01 &
D4/A3.01
45'
DENOTES THROUGH WALL
FLASHING REPAIR WORK TO BE
INCLUDED IN ALTERNATE #1. SEE
TYPICAL DETAILS C1/A3.01 &
D4/A3.01
F
DENOTES THROUGH WALL
FLASHING REPAIR WORK TO BE
INCLUDED IN ALTERNATE #2. SEE
TYPICAL DETAILS C1/A3.01 &
D4/A3.01
XXXXX
X
XXXX
DENOTES IMAGE INCLUDED WITHIN
PROJECT MANUAL (AND WORK
DESCRIBED THEREIN)
DENOTES DETAIL OF CONSTRUCTION
INCLUDED ON DRAWING SHEET.
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
North
HUNTLEY HIGH
SCHOOL ROOF PLAN
Scale:
As indicated
A1.51
1
2
3
4
5
6
7
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
A
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
IL
31211
B
31210
C
D
31208
31207
31205
31206
31204
GENERAL NOTES:
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:37 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
31209
31204
31202
31201
31203
SIM (AT LINTEL
ABOVE DOOR)
31203
TYPICAL OF (2)
LOCATIONS
1.
120V POWER AVAILABLE AT MULTIPLE POINTS ON ROOF.
CONTRACTOR TO PROVIDE POWER CORDS AS REQUIRED.
2.
POTABLE WATER IS AVAILABLE AT MULTIPLE POINTS.
CONTRACTOR TO PROVIDE HOSES AS REQUIRED.
3.
MASONRY VENEER UNITS TO BE REMOVED/REPLACED ARE
TYPICALLY UTILITY SIZE BRICK.
4.
SEE ALSO EXTERIOR ELEVATION DRAWINGS FOR WORK AT
EXTERIOR WALL OF THE BUILDING.
TYPICAL OF (3) LOUVERS
ON THIS WALL ELEVATION
E
ARCHITECT
IL
under the laws of the State of
Registration Number
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
Description
MIDDLE SCHOOL ROOF LEGEND
XXXXX
X
XXXX
F3
F
HEINEMAN MIDDLE SCHOOL ROOF PLAN
1" = 20'-0"
0
15'
Date
Num
DENOTES IMAGE INCLUDED WITHIN
PROJECT MANUAL (AND WORK
DESCRIBED THEREIN).
DENOTES DETAIL OF CONSTRUCTION
INCLUDED ON DRAWING SHEET.
DENOTES THROUGH WALL FLASHING
REPAIR WORK TO BE INCLUDED IN BASE
BID. SEE TYPICAL DETAILS C1/A3.01 &
D4/A3.01
A
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
North
HEINEMAN MIDDLE
SCHOOL ROOF PLAN
30'
Scale:
As indicated
A1.52
1
2
3
4
5
6
7
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
A
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
IL
B
C
31204
TYPICAL OF (2)
LOCATIONS
31203
31202
D
TYPICAL OF (3)
LOUVERS ON THIS
WALL ELEVATION
SIM (AT LINTEL
ABOVE DOOR)
31203
31201
31209
C1
______
A3.01
SIM
C1
______
A3.01
SIM
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:37 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
GENERAL NOTES:
1.
E
120V POWER AVAILABLE AT MULTIPLE POINTS ON ROOF.
CONTRACTOR TO PROVIDE POWER CORDS AS REQUIRED.
2.
POTABLE WATER IS AVAILABLE AT MULTIPLE POINTS.
CONTRACTOR TO PROVIDE HOSES AS REQUIRED.
3.
MASONRY VENEER UNITS TO BE REMOVED/REPLACED ARE
TYPICALLY UTILITY SIZE BRICK.
4.
SEE ALSO EXTERIOR ELEVATION DRAWINGS FOR WORK AT
EXTERIOR WALL OF THE BUILDING.
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
ARCHITECT
IL
under the laws of the State of
Registration Number
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
MIDDLE SCHOOL ROOF LEGEND
XXXXX
F2
MARLOWE MIDDLE SCHOOL ROOF PLAN
1" = 20'-0"
X
XXXX
0
15'
Description
Date
Num
DENOTES IMAGE INCLUDED WITHIN
PROJECT MANUAL (AND WORK
DESCRIBED THEREIN).
DENOTES DETAIL OF CONSTRUCTION
INCLUDED ON DRAWING SHEET.
Comm:
163025
Date:
4/14/2016
DENOTES THROUGH WALL FLASHING
REPAIR WORK TO BE INCLUDED IN BASE
BID. SEE TYPICAL DETAILS C1/A3.01 &
D4/A3.01
Drawn:
JRK
Check:
TS
30'
North
MARLOWE MIDDLE
SCHOOL ROOF PLAN
A
F
Scale:
As indicated
A1.53
1
2
3
4
5
6
7
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
A
NOTE: DIMENSION INDICATES LENGTH
OF P.C. CONCRETE SECTION TO BE
REMOVED AND REINSTALLED, TYP.
F1
______
A3.01
SIM
F1
______
A3.01
(14'-8")
SIM
F1
______
A3.01
(9'-8")
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
SIM
650 Academic Drive
Algonquin, IL 60102
(10'-4")
IL
B
B1
EAST ELEVATION
1/16" = 1'-0"
0
B7
12'
24'
ENLARGED ELEVATION, TYP.
1/8" = 1'-0"
0
6'
12'
B7
______
A2.01
F1
______
A3.01
SIM
SIM
(11'-8")
F1
______
A3.01
SIM
F1
______
A3.01
(40')
C
D1
F1
______
A3.01
F1
______
A3.01 (11'-8")
SIM
(9'-8")
F1
______
A3.01
SIM
F1
______
A3.01
(9'-8")
SIM
F1
______
A3.01
SIM
F1
______
A3.01
(9'-8")
(9'-10")
SIM
(9'-8")
F1
______
A3.01
SIM
(9'-8")
F1
______
A3.01
SIM
(9'-8")
F1
______
A3.01
SIM
F1
______
A3.01
SIM
(13'-6")
SIM
(10'-4")
(9'-8")
WEST ELEVATION
1/16" = 1'-0"
12'
0
24'
F1
A2.01
F1
______
A3.01
B4
A2.02
D
SIM
F1
______
A3.01
SIM
F1
______
A3.01
SIM
D1
A2.02
(14'-8")
PENTHOUSE
BEYOND
B3
A2.02
(10'-4")
(9'-8")
B1
A2.02
E1
A2.02
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
ARCHITECT
E1
1/16" = 1'-0"
0
12'
24'
A4
A2.02
Registration Number
A2
A2.02
F1
______
A3.01
SIM
(14'-8")
F1
______
A3.01
SIM
(14'-8")
F1
______
A3.01
SIM
F1
______
A3.01
(11'-8")
SIM
Description
A1
A2.02
A1
A2.02
D1
A2.02
12'
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
North
HEINEMAN MIDDLE
SCHOOL- EXTERIOR
ELEVATIONS
D1
A2.02
NORTH ELEVATION
0
Num
(11'-10")
F
1/16" = 1'-0"
Date
SIM
(25')
F1
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
REV
F1
______
A3.01
A
IL
under the laws of the State of
SOUTH ELEVATION
B1
A2.01
E
D1
A2.01
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:37 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
A6
A2.02
24'
Scale:
E1
A2.01
ELEVATION KEYPLAN
As indicated
A2.01
1
2
F1
______
A3.01
SIM
F1
______
A3.01
(6'-1")
3
4
SIM
F1
______
A3.01
(6'-1")
5
SIM
F1
______
A3.01
6
7
8
F1
______
A3.01
SIM
(10'-5")
(11'-1")
(10'-5")
SIM
NOTE: DIMENSION INDICATES LENGTH
OF P.C. CONCRETE SECTION TO BE
REMOVED AND REINSTALLED, TYP.
A
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
A1
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
A2
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
A4
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
A6
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
IL
F1
______
A3.01
F1
______
A3.01
SIM
F1
______
A3.01
SIM
SIM
(11'-9")
(10'-5")
(10'-5")
B
B1
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
B3
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
B4
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
F1
______
A3.01
C
SIM
(14'-6")
D1
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
F1
A2.01
D
SIM
B4
A2.02
F1
______
A3.01
D1
A2.02
(7')
B3
A2.02
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
E1
A2.02
A6
A2.02
24'
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
ARCHITECT
B1
A2.01
A4
A2.02
Registration Number
A2
A2.02
Revisions
Description
REV
A1
A2.02
D1
A2.02
A1
A2.02
TEDD STROMSWOLD
001-020603 Date 4/8/2016
F
Comm:
163025
Date:
4/14/2016
Drawn:
Author
Check:
Checker
Date
HEINEMAN MIDDLE
SCHOOL- EXTERIOR
ELEVATIONS
Scale:
E1
A2.01
ELEVATION KEYPLAN
Num
North
D1
A2.02
A
IL
under the laws of the State of
E
D1
A2.01
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:37 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
E1
B1
A2.02
As indicated
A2.02
1
2
3
SIM
F1
______
A3.01
F1
______
A3.01
4
5
SIM
F1
______
A3.01
SIM
F1
______
A3.01 (14'-10")
(14'-10")
(14'-8")
6
7
SIM
8
F1
______
A3.01
(14'-9")
SIM
F1
______
A3.01
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
NOTE: DIMENSION INDICATES LENGTH
OF P.C. CONCRETE SECTION TO BE
REMOVED AND REINSTALLED, TYP.
SIM
(11'-10")
(11'-10")
A
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
A1
IL
NORTH ELEVATION
1/16" = 1'-0"
F1
______
A3.01
0
SIM
12'
F1
______
A3.01
(11'-10")
F2
______
A2.03
24'
SIM
F1
______
A3.01
(11'-10")
SIM
F1
______
A3.01
(11'-10")
F1
______
A3.01
F1
______
A3.01
SIM
SIM
(9'-8")
SIM
SIM
(9'-8")
(9'-4")
F1
______
A3.01
F1
______
A3.01
SIM
F1
______
A3.01 (9'-10")
F1
______
A3.01
SIM
(9'-8")
F1
______
A3.01
SIM
SIM
SIM
F1
______
A3.01 (8'-6")
F1
______
A3.01 (9'-8")
F1
______
A3.01
(5'-2")
SIM
F1
______
A3.01
(9'-8")
SIM
(13'-6")
SIM
SIM
F1
______
A3.01 (10'-4")
(9'-8")
(29''-6")
B
B1
SOUTH ELEVATION
1/16" = 1'-0"
0
12'
F1
______
A3.01
F1
______
24'
SIM
F1
______
A3.01
(11'-9")
SIM
F1
______
A3.01
A3.01
(9'-8")
SIM
F1
______
A3.01
(5'-6")
SIM
F1
______
A3.01
(8'-7")
SIM
SIM
F1
______
A3.01
(4'-8")
F1
______
A3.01
SIM
F1
______
A3.01
(14'-8")
SIM
SIM
F1
______
A3.01
(14'-4")
SIM
(14'-8")
(10'-4")
(9'-8")
C
C1
EAST ELEVATION
1/16" = 1'-0"
0
12'
24'
F1
______
A3.01
SIM
F1
______
A3.01
(14'-9")
SIM
(14'-8")
F1
______
A3.01
SIM
(14'-8")
F1
______
A3.01
SIM
F1
______
A3.01
(11'-8")
SIM
(11'-10")
F1
______
A3.01
F1
______
A3.01
SIM
F1
______
A3.01
(11'-10")
SIM
(12'-6")
SIM
F1
______
A3.01
SIM
(9'-10")
(25')
A1
A2.03
D
D1
WEST ELEVATION
1/16" = 1'-0"
0
12'
24'
KEYPLAN
SIM
(9'-8")
F1
______
A3.01
SIM
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
(9'-8")
ARCHITECT
Registration Number
C1
A2.03
B5
A2.04
C1
A2.04
A1
A2.04
REV
0
6'
12'
Description
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
B1
A2.04
ELEVATION KEYPLAN
Date
Num
North
MARLOWE MIDDLE
SCHOOL- EXTERIOR
ELEVATIONS
Scale:
B1
A2.03
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
B3
A2.04
F
A3
A2.04
1/8" = 1'-0"
A1
A2.04
ENLARGED ELEVATION, TYP.
A4
A2.04
F2
A
IL
under the laws of the State of
E
D1
A2.03
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:38 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
F1
______
A3.01
As indicated
A2.03
1
2
3
4
F1
______
A3.01
F1
______
A3.01
SIM
F1
______
A3.01
5
F1
______
A3.01
SIM
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
NOTE: DIMENSION INDICATES LENGTH
OF P.C. CONCRETE SECTION TO BE
REMOVED AND REINSTALLED, TYP.
(10'-5")
(6'-1")
(6'-1")
7
SIM
(6'-1")
SIM
6
A
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
A1
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
A3
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
A4
24'
650 Academic Drive
Algonquin, IL 60102
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
IL
F1
______
A3.01
F1
______
A3.01
SIM
SIM
F1
______
A3.01
(5'-1")
SIM
F1
______
A3.01
SIM
(11'-9")
(4'-7")
(10'-2")
B
B1
PARTIAL ELEVATION
1/16" = 1'-0"
F1
______
A3.01
0
12'
B3
24'
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
B5
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
SIM
(7'-1")
C
C1
PARTIAL ELEVATION
1/16" = 1'-0"
0
12'
24'
A1
A2.03
D1
A2.02
B5
A2.04
ARCHITECT
IL
under the laws of the State of
Registration Number
TEDD STROMSWOLD
001-020603 Date 4/8/2016
Revisions
C1
A2.04
Description
A1
A2.04
A1
A2.04
A3
A2.04
A4
A2.04
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
MARLOWE MIDDLE
SCHOOL- EXTERIOR
ELEVATIONS
B1
A2.03
ELEVATION KEYPLAN
Num
North
B1
A2.04
F
Date
REV
B3
A2.04
A
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
C1
A2.03
E
D1
A2.03
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:38 AM
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
D
Scale:
As indicated
A2.04
1
2
3
4
5
6
7
8
MASONRY AND FLASHING
REPAIRS
AT: HUNTLEY
123 Elm St.
Anytown, USA 12345
HIGH SCHOOL,
HEINEMAN MIDDLE
SCHOOL, AND MARLOWE
MIDDLE SCHOOL
NEW CAVITY WALL INSULATION OVER NEW
FLEXIBLE FLASHING
FIELD VERIFY ACTUAL CAVITY DEPTH
(AT EACH OCCURANCE- DEPTH MAY VARY)
CONTINUOUS STAINLESS STEEL TERMINATION
BAR MECHANICALLY FASTENED @ 12" O.C.,
WITH MASTIC AT TOP, TYP.
EXISTING CONC BLK BACK-UP WALL
EXISTING CAVITY WALL
INSULATION
FLEXIBLE FLASHING- STOPS
HORIZONTALLY UNDER TERMINATION BAR
AND EXTENDS DOWN VERTICALLY AND
HORIZ TO DAYLIGHT
MORTAR NET
A
SPLIT FACE BLOCK
EXISTING C. BLK BACK-UP WALL
26 GA GALVANIZED SHEET METAL
CLOSURE W/ SLOPED 45 DEGREE
SURFACE THRU CAVITY TO SUPPORT
FLEXIBLE FLASHING. ANCHOR @ 18" O.C.
TO EXISTING MASONRY BACK-UP WALL.
UNDERBEND FOLDS TO ENSURE PROPER
CONTACT WITH MASONRY BELOW.
CELL VENT @ 16" O.C., TYP.
EXISTING MASONRY VENEER
EXISTING MASONRY
VENEER TO REMAIN
HUNTLEY COMMUNITY
SCHOOL DISTRICT #158
650 Academic Drive
Algonquin, IL 60102
PREFABRICATED END DAM
MORTAR NET
MASONRY VENEER TO
BE REMOVED AND
REPLACED
NEW TERMINATION BAR MECHANICALLY FASTENED
AT 12" O.C.
IL
CUT AND REPLACE EXISTING2" RIGID INSULATION
WITH NEW 1.5" RIGID INSULATION TO INSTALL NEW
FLASHING
PROVIDE FLEXIBLE
FLASHING UP AND OVER
JOINT
EXISTING MASONRY
VENEER TO REMAIN
8"
(TYP.)
REINSTALL NEW MASONRY VENEER WHERE REMOVED
FOR NEW WORK
B
1" GAP +/-
NEW GALVANIZED SHEET METAL CLOSURE BRIDGING WALL CAVITY TO
PROVIDE SUPPORT FOR NEW FLEXIBLE FLASHING. ANCHOR TO C. BLK
BACK-UP WALL AT 18" O.C.. UNDERBEND FOLDS TO ENSURE PROPER
CONTACT WITH MASONRY BELOW.
NOTE: WHERE END DAMS ARE
CONCEALED BEHIND CONSTRUCTION
TO REMAIN SEE F7/A3.01
PRE-FINISHED METAL
RECEIVER
SET RECEIVER AND SHEET
METAL CLOSURE IN
CONTINUOUS MASTIC BED.
NEW FLEXIBLE FLASHING
NEW PRE-FINISHED METAL RECEIVER SET IN MASTIC.
PROVIDE MASTIC AT END LAP CONDITIONS.
EXISTING ROOF MEMBRANE
TERMINATION BAR
3"
7"
26 GA GALVANIZED SHEET
METAL CLOSURE- LAID
OVER LOWER END DAM
3"
1 1/2"
CELL VENT AT 16" O.C., TYP.
PREFABRICATED END-DAM
NEW PRE-FINISHED METAL COUNTERFLASHING.
PREFINISHED METAL COUNTERFLASHINGOVERLAP JOINTS MIN 4", ANCHOR W/ S
ST SCREWS W/ NEOPRENE WASHERS @ 2'0" O.C., TYP.
ROOFING SYSTEM AS OCCURS
NOTE: AT SIMILAR LOCATION THE VENEER TO BE
REMOVED AND REPLACED IS BRICK IN UTILITY SIZE
PREFABRICATED END DAM
ROOF MEMBRANE TERMINATION BAR
(BY OTHERS- COORDINATE
LOCATIONS WITH ROOFING
CONTRACTOR)
ROOFING MEMBRANE
C
C1
TYPICAL THRU-WALL FLASHING REPAIR DETAIL
3" = 1'-0"
0
3"
6"
NOTE: INSIDE CORNERS ARE SIMILAR
PRE-FABRICATED OUTSIDE CORNER, TYP.
MITERED CORNER AT COUNTER-FLASHING
TYPICAL THRU-WALL
FLASHING AXON
D4
NOT TO SCALE
EXISTING C. BLK BACK-UP WALL
D
EXISTING 4" FACE BRICK
MORTAR NET
NEW TERMINATION BAR
MECHANICALLY FASTENED AT 12" O.C.
2"
CUT AND REPLACE EXISTING 2" RIGID INSULATION
WITH NEW 1.5" RIGID INSULATION TO INSTALL NEW
FLASHING
45 °
PRE FABRICATED END DAM
(FOLD)
TERMINATION BAR
ADDITIONAL LAYER
FLEXIBLE FLASHINGFOLD TO FIT
45 °
NOTE: FOR CLARITY NOT ALL
MATERIALS ARE SHOWN.
(FOLD)
NEW GALVANIZED SHEET METAL CLOSURE BRIDGING
WALL CAVITY TO PROVIDE SUPPORT FOR NEW
FLEXIBLE FLASHING. ANCHOR TO C. BLK BACK-UP
WALL AT 18" O.C.. UNDERBEND FOLDS TO ENSURE
PROPER CONTACT WITH MASONRY BELOW.
CAVITY
DEPTH
x2
(FOLD)
2"
CELL VENT @ 24" O.C.
NOTE: AFTER FABRICATION
END DAM IS TO BE HOT-DIP
GALVANIZED
LD
(FO
)
2"
NOTE: SECTIONS OF
PRECAST CONCRETE CAP
TYPICALLY 3' LONG
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
ARCHITECT
IL
under the laws of the State of
)
Central: L:\SD_Huntley\163025_Masonry and Flashing Repairs\163025_masonry and flashing drawings
(central).rvt
4/14/2016 9:58:39 AM
ROPE WEEP- ADHERE TO
INSIDE CORNER OF FLEXIBLE
FLASHING
VENEER ANCHOR FOR EXISTING
MASONRY (HB-200 OR EQUAL)
AT 16" O.C., TYP.
Registration Number
TEDD STROMSWOLD
001-020603 Date 4/8/2016
SOLDERED AT CUT
Revisions
CAVITY
DEPTH (x)
EXISTING METAL AND
FLEXIBLE FLASHING
TO BE DEMOLISHED
F4
LD
(FO
45
CAVITY
DEPTH (x)
FLEXIBLE FLASHING
EXISTING FACE BRICK & C. BLK
END DAM RECESSED
BEHIND OTHER MATERIAL
SOLDERED AT CUT
PREFINISHED METAL DRIP
EDGE W/ HEMMED EDGE
E
LAP UNDER SHEET
METAL CLOSURE.
2" MIN.
LD
(FO
C:\Users\kgray\Documents\163025_masonry and flashing drawings (central)_kgray.rvt
EXISTING BRICK AND ARCH
PRECAST TO BE REMOVEDSALVAGE FOR REINSTALLATION.
)
Description
SOLDERED AT BEND
45
8"
2"
TYPICAL PREFABRICATED END DAM DETAIL
NOT TO SCALE
Date
F5
TYPICAL
PRE-FABRICATED
OUTSIDE CORNER
NOT TO SCALE
F7
TYPICAL CONCEALED END DAM CONDITION
NOT TO SCALE
Comm:
163025
Date:
4/14/2016
Drawn:
JRK
Check:
TS
North
TYPICAL DETAILS
A
F
F1
TYPICAL THRU- WALL FLASHING REPAIR DETAIL AT MIDDLE SCHOOLS
3" = 1'-0"
0
3"
6"
Scale:
As indicated
A3.01
Num