GENERAL NOTES
1. DO NOT SCALE DRAWINGS.2. EXISTING BUILDING CONDITIONS BASED ON OWNER PROVIDED DRAWINGS AND
LIMITED FIELD VERIFICATION. VERIFY EXACT DIMENSIONS, AREAS, AND CONDITIONS IN FIELD. SHOULD DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR CLARIFICATIONS.
3. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND VERIFIED EXISTING CONDITIONS.
4. WALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUDS, COLUMN CENTERLINE AS SHOWN OR EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED.
5. ALL DIMENSIONS ARE PERPENDICULAR AND PARALLEL, UNLESS NOTED OTHERWISE.
6. PATCH ALL DISTURBED SURFACES WITH MATERIALS TO MATCH ADJACENT SURFACE CONSTRUCTION.
7. PROVIDE APPROVED SMOKE/FIRESTOPPING ASSEMBLIES AT ALL MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH FIRE RATED AND SMOKE RESISTANT PARTITIONS.
8. OWNER FURNISHED EQUIPMENT IS SHOWN LIGHT DASHED FOR REFERENCE ONLY. REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION.
PART "A" PART "C"
KEY PLAN NOT TO SCALE
PART "B"
PART 'A'
APPROXIMATELY 30,174 SF
A01
18'-
6"
17'-
2"
75'-
11"
45'-
11"
31'-
11"
17'-
1"
18'-
6"
6'-0" 17'-8" 17'-11" 2'-4" 27'-11" 2'-4" 17'-11" 17'-8" 40'-0"
20'-3"
17'-
11"
33'-8" 4'-3" 27'-11" 95'-6" 16'-6"
7
A102
EX
PA
NS
ION
JO
INT
30'-
0"
+0"
+76"
1
A102
A04
A04
LIMIT OF WORK IN PART "A"
LIMIT OF WORK IN PART "A"
6
A102
8
A102
6
A102
6
A102
6
A102
8
A102
TYP.
8
A102
TYP.
8
A102
TYP.
A05
A05
A02
A02
6
A102
5
A102
5
A102
5
A102
5
A102
6
A1028
A102
6
A102
6
A102
6
A102
8
A102
6
A102
7
A102
8
A102
6
A102
6
A102
8
A102
TYP.
TYP.
16'-0"
A07
A01
A02
A02
A03A03
43'-
1"
77'-10"
8
A102
TYP.
F.V.
5'-0"
F.V
.
5'-0
"
5
A102
5
A102
PART 'B'
APPROXIMATELY 3,351 SF
+0"
+39"
1
A102
A06
ROOF LEGEND
EXISTING METAL STANDING SEAM ROOF PANELS
BALLASTED MEMBRANE ROOFING
CONCRETE WALKWAY PAVERS
SPOT ELEVATION MEASUREMENT RELATIVE TO LOCAL SURFACES
(+X")
TAPERED INSULATION OVERLAY (SADDLE)
EXISTING CONSTRUCTION TO REMAIN
SKYLIGHT
EQUIPMENT AND PIPING ON RAILS
ROOF DRAIN AND SUMP
SCUPPER AND DOWNSPOUT
ROOF PLAN DEMOLITION NOTES
1. WHERE IMPACTED BY NEW ROOF INSTALLATION, EXISTING LIGHTING PROTECTION SYSTEM SHALL BE REMOVED BY OWNER, AND REINSTALLED BY OWNER UPON COMPLETION OF THE ROOF WORK.
2. REMOVE EXISTING PERIMETER METAL ROOF EDGE.3. EXISTING RIGID INSULATION TO REMAIN UNLESS DAMAGED. 4. REMOVE EXISTING STONE BALLAST AND EPDM MEMBRANE ROOFING WHERE NEW
ROOFING IS SHOWN ON ROOF PLAN. PREPARE EXISTING RIGID INSULATION TO REMAIN FOR NEW MEMBRANE.
5. REMOVE AND SALVAGE EXISTING ROOF DRAIN STRAINERS AND CLAMPS FOR REUSE IN NEW WORK.
6. REMOVE AND SALVAGE PVC GRAVEL STOP AT SCUPPERS AND DOWNSPOUTS FOR REUSE IN NEW WORK.
7. REMOVE EXISTING SCUPPER ASSEMBLIES TO EXISTING PLYWOOD WALL CAP TO ENSURE MEMBRANE CONTINUITY.
8. REMOVE EXISTING GUARDRAILS AND SALVAGE FOR REUSE IN NEW WORK. 9. REMOVE EXISTING WALKWAY PAVERS AND SPLASH BLOCKS.10. EXISTING EQUIPMENT RAIL CURBS TO REMAIN. PREPARE TO FLASH NEW ROOF
MEMBRANE.11. REMOVE EXISTING PIPE SUPPORTS. PREPARE FOR NEW SUPPORTS.
A01
2
A102
A02A02
EXISTING EXPANSION JOINT
TH
IS D
OC
UM
EN
T H
AS
BE
EN
PR
EP
AR
ED
BY
PR
OG
RE
SS
IVE
AE
AS
AN
IN
ST
RU
ME
NT
OF
SE
RV
ICE
, A
ND
PR
OG
RE
SS
IVE
AE
SH
AL
L R
ET
AIN
AL
L C
OM
MO
N L
AW
, S
TA
TU
TO
RY
AN
D O
TH
ER
RE
SE
RV
ED
RIG
HT
S,
INC
LU
DIN
G T
HE
CO
PY
RIG
HT
TH
ER
ET
O.
1811 4
Mile
Rd N
E G
rand R
apid
s, M
I 49525 6
16.3
61.2
664 w
ww
.pro
gre
ssiv
eae.c
om
ISSUANCE
REVISIONS
If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
7 6 5 4 3 2 1
AB
CD
E
7 6 5 4 3 2 1
8/5/
2020
4:1
9:05
PM
C:\R
evit_
File
s\20
19\7
4210
016-
OC
J-A
RC
H_m
cnam
arad
@pr
ogre
ssiv
eae.
com
.rvt
PARTIAL ROOF
PLAN
A101
ISSUED FOR BIDS
08/05/2020
OT
TA
WA
CO
UN
TY
JA
IL R
OO
F R
EP
LA
CE
ME
NT
OT
TA
WA
CO
UN
TY
1213
0 F
ILLM
OR
E S
TR
EE
TW
ES
T O
LIV
E,
MI 4
9460
DM
EA
KB
74210016
EA
KEYNOTES
NUMBER NOTE
A01 ROOF LADDER (05 5133)
A02 EQUIPMENT RAIL SUPPORT AT BASE OF LADDER (07 7200)
A03 REMOVE EXISTING SKYLIGHTS AND CURB. PREPARE OPENING AND PROVIDENEW UNIT SKYLIGHT ON INTEGRAL INSULATED CURB (08 6200)
A04 EXISTING LADDER TO REMAIN. FLASH PENETRATIONS.
A05 REINSTALL SALVAGED GUARDRAIL. FASTEN BASE TO ROOF EDGE BLOCKING.FLASH GUARDRAIL POST PENETRATION THROUGH ROOF EDGE.
A06 ADD ROOF PAVERS ADJACENT TO EXISTING ROOF HATCH
A07 CONNECT ROOF PAVER PATH TO EXISTING PATH
3/32" = 1'-0"
PARTIAL ROOF PLAN - PART A
3/32" = 1'-0"
PARTIAL ROOF PLAN - PART C
3/32" = 1'-0"
PARTIAL ROOF PLAN PART B
DRAWING INDEX
ARCHITECTURAL
A101 PARTIAL ROOF PLAN
A102 DETAILS
OTTAWA COUNTY
12130 FILLMORE STREETWEST OLIVE, MI 49460
OTTAWA COUNTY JAIL ROOF REPLACEMENT
NO. DATE DESCRIPTION
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
ADHERE MEMBRANE TO EXISTING WALL AND TERMINATE UNDER EXISTING WALL FLASHING
12
"
EXISTING WALL ASSEMBLY
EXISTING THROUGH WALL FLASHING
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
FASTEN COUNTERFLASHING TO EXISTING WALL ASSEMBLY THROUGH EXISTING BASE FLASHING.
EXISTING BASE FLASHING
ADHERE MEMBRANE TO EXISTING WALL AND TERMINATE UNDER EXISTING WALL FLASHING
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
CONTINUOUS BEAD OF LAP SEALANT
PIPE FLASHING AND METAL COLLAR
CLAMPING RING
FLEXIBLE FLASHINGEXISTING PIPE PENETRATION
APPLY SEALANT AT FLASHING JOINT
CONTINUOUS 2" DIAMETER FOAM TUBE
NEW BALLASTED MEMBRANE ADHERED TO EXISTING WOOD CAP
FILL VOID WITH BATT INSULATION
EXISTING BALLASTED ROOF
LAP SPLICE NEW MEMBRANE TO EXISTING MEMBRANE
CONTINUOUS PREFINISHED METAL FASCIA CAP
CONTINUOUS CLEAT FASTENED TO EXISTING BLOCKING
NEW BALLASTED MEMBRANE ADHERED TO EXISTING WOOD CAP
EXISTING WALL ASSEMBLY
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
NEW PREFINISHED METAL SCUPPER BOX 12 INCH WIDE WITH 4 INCH EXTENSION AND TURNED DOWN EDGES. FASTEN TO EXISTING WOOD BLOCKING. SPLICE MEMBRANE TO SCUPPER.
WALL CAP BEYOND
CONTINUE ROOF MEMBRANE TO FACE OF WALL AND TERMINATE UNDER CAP FLASHING
EXISTING WALL ASSEMBLY
CONTINUE ROOF MEMBRANE TO FACE OF WALL AND TERMINATE UNDER CAP FLASHING
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
EXISTING EQUIPMENT HOUSING
EXTEND ROOF MEMBRANE UNDER EXISTING FLASHING OR UP OVER EXISTING CURB
EXISTING ROOF CURB
NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES
EXISTING CONCRETE PLANK DECK
METAL LADDER (05 5133) FASTENED TO EQUIPMENT RAIL CURB
EQUIPMENT RAIL CURB (07 7200) MOUNTED TO EXISTING CONCRETE PLANK DECK AT BOTH ENDS OF LADDER
PLATFORM MUST PROVIDE CLEARANCE FOR ROOF EDGE, LIGHTNING PROTECTION SYSTEM, AND OTHER OBSTRUCTIONS AT THE ROOF EDGE
ADJUSTABLE ANGLE CONNECTION AT LOWER STRINGER
2" +
/-
CONCRETE WALKWAY PAVER
CONCRETE WALKWAY PAVER
SE
E P
LAN
FO
R S
PO
T E
LEV
AT
ION
S
VA
RIE
S
5" T
YP
.
9-1/
2" M
AX
9-1/
2" M
AX
NU
MB
ER
VA
RIE
S O
N H
EIG
HT
EQ
UA
L H
EIG
HT
RIS
ER
S
3'-6"
2'-1 3/4" +/-
3-1/2" +/-
METAL LADDER (05 5133) FASTENED TO EQUIPMENT RAIL CURB
EQUIPMENT RAIL CURB (07 7200) MOUNTED TO EXISTING CONCRETE PLANK DECK AT BOTH ENDS OF LADDER
PLATFORM MUST PROVIDE CLEARANCE FOR ROOF EDGE, LIGHTNING PROTECTION SYSTEM, AND OTHER OBSTRUCTIONS AT THE ROOF EDGE
EXISTING EXPANSION JOINT
CONCRETE WALKWAY PAVER
CONCRETE WALKWAY PAVER
2" +
/-
ADJUSTABLE CLIP CONNECTION
6"
3'-6"
8"
1'-5
"
(4)
EQ
UA
L S
TE
PS
2'-
10
"
9-1/
2" M
AX
9 1/
2" M
AX
TH
IS D
OC
UM
EN
T H
AS
BE
EN
PR
EP
AR
ED
BY
PR
OG
RE
SS
IVE
AE
AS
AN
IN
ST
RU
ME
NT
OF
SE
RV
ICE
, A
ND
PR
OG
RE
SS
IVE
AE
SH
AL
L R
ET
AIN
AL
L C
OM
MO
N L
AW
, S
TA
TU
TO
RY
AN
D O
TH
ER
RE
SE
RV
ED
RIG
HT
S,
INC
LU
DIN
G T
HE
CO
PY
RIG
HT
TH
ER
ET
O.
1811 4
Mile
Rd N
E G
rand R
apid
s, M
I 49525 6
16.3
61.2
664 w
ww
.pro
gre
ssiv
eae.c
om
ISSUANCE
REVISIONS
If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
7 6 5 4 3 2 1
AB
CD
E
7 6 5 4 3 2 1
8/5/
2020
4:2
0:41
PM
C:\R
evit_
File
s\20
19\7
4210
016-
OC
J-A
RC
H_m
cnam
arad
@pr
ogre
ssiv
eae.
com
.rvt
DETAILS
A102
ISSUED FOR BIDS
08/05/2020
OT
TA
WA
CO
UN
TY
JA
IL R
OO
F R
EP
LA
CE
ME
NT
OT
TA
WA
CO
UN
TY
1213
0 F
ILLM
OR
E S
TR
EE
TW
ES
T O
LIV
E,
MI 4
9460
DM
EA
KB
74210016
EA
1 1/2" = 1'-0"
1 / A101
5DETAIL - ROOF TO MASONRY
1 1/2" = 1'-0"
1 / A101
6DETAIL - ROOF TO WALL
1 1/2" = 1'-0"4
DETAIL - ROOF TO PIPE PENETRATION
1 1/2" = 1'-0"
1 / A101
7DETAIL - ROOF EXPANSION JOINT
1 1/2" = 1'-0"
1 / A101
8DETAIL - ROOF EDGE
1 1/2" = 1'-0"9
DETAIL - ROOF SCUPPER
1 1/2" = 1'-0"3
DETAIL - ROOF CURB
3/4" = 1'-0"
1 / A101
1DETAIL - ROOF LADDER OVER WALL
3/4" = 1'-0"
1 / A101
2DETAIL - ROOF LADDER OVER EXPANSION JOINT
NO. DATE DESCRIPTION