campus facilities planning, design, & construction...
TRANSCRIPT
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SOFTBALL STADIUM
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PROJECT NOTES:
1. REFER TO CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE
PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL,
DRAWINGS AS APPLICABLE, TO DETERMINE EXACT EXTENT OF
DEMOLITION REQUIRED BY THOSE DISCIPLINES TO COORDINATE
WITH NEW CONSTRUCTION.
2. ANY OPERATION WHERE HIGH LEVELS OF NOISE ARE EXPECTED ON
THE CONSTRUCTION SITE WILL NEED TO BE COORDINATED AND
APPROVED WITH THE OWNER'S REPRESENTATIVE AT LEAST 48
HOURS PRIOR TO THE WORK BEING INITIATED.
3. AREAS NOT UNDER CONSTRUCTION NEED TO BE MAINTAINED FOR
PUBLIC ACCESS AND CIRCULATION. PROPER SAFETY
PRECAUTIONS TO BE OBSERVED.
4. MAINTAIN AND PROTECT THE EXISTING CONDITIONS IN THE AREA
DURING THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED.
5. EVERY DIMENSION THAT IS DIRECTLY OR INDIRECTLY RELATED TO
EXISTING STRUCTURE OR CONSTRUCTION IS TO BE CAREFULLY
MEASURED AND COORDINATED WITH ADJACENT CONDITIONS. ALL
BIDDING AND CONSTRUCTION COSTS ARE TO INCLUDE A CAREFUL
ANALYSIS OF EACH RELATING TRADE. REPORT DISCREPANCIES
WHICH MAY ADVERSELY AFFECT FINISH WORK AND BUILT-IN WORK
TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING OF
CONSTRUCTION.
6. CONTRACTOR SHALL COMPLY WITH ALL DIRECTIVES OF THE
OWNER'S REPRESENTATIVE. IF CONFLICTS BETWEEN DRAWINGS,
SPECIFICATIONS AND REQUIREMENTS OF BUILDING OWNER
AND/OR OPERATORS ARISE, THEY SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY.
7. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITY,
INCLUDING STORAGE OF MATERIAL AND EQUIPMENT, WITHIN THE
CONSTRUCTION LIMITS, AT ALL TIMES BEING RESPONSIBLE FOR
AND ABIDING BY RULES AND REGULATIONS OF THE OWNER.
8. WHERE EXISTING MECHANICAL EQUIPMENT, PIPE, OR SUPPORTS
ARE REMOVED, PATCH AND FINISH THE SURFACE AS REQUIRED TO
MATCH THE EXISTING, UNLESS OTHERWISE NOTED.
UNIVERSITY OF MISSOURI - COLUMBIA SITE MAP
PROJECT NOTES: CONTINUED
9. DISCONNECTION OR INTERRUPTION OF ANY MECHANICAL, PLUMBING,
OR ELECTRICAL SYSTEMS MUST BE COORDINATED WITH OWNER'S
REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO WORK BEING
PERFORMED.
10. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF INTERIOR AND
EXTERIOR AREAS DOCUMENTING EXISTING CONDITIONS BEFORE
PROCEEDING WITH WORK. ATTENTION SHALL BE FOCUSED ON ANY
EXISTING DAMAGE. ANY SUBSEQUENT DAMAGE OCCURRING DURING
THE CONSTRUCTION PERIOD SHALL BE REPLACED AT THE
CONTRACTORS EXPENSE.
LANDSCAPE NOTES:
1. VEHICLES ARE TO USE DESIGNATED CONSTRUCTION ENTRANCES AS
INDICATED ON DRAWINGS OR CONSTRUCTION DOCUMENTS. IF NO
CONSTRUCTION ROUTE IS INDICATED VEHICLES ARE RESTRICTED TO
SIDEWALKS OR PAVED AREAS. ALL CONSTRUCTION EQUIPMENT AND
OR VEHICLES SHALL VERIFY THE WEIGHT LIMIT AND RESTRICTION ON
PAVEMENT PRIOR TO CONSTRUCTION AND NOTIFY OWNER'S
REPRESENTATIVE OF THE PLANNED ROUTE.
2. THERE SHALL BE NO VEHICLE MOVEMENT IN ANY LANDSCAPED, SHRUB
OR PERENNIAL AREAS, MULCH BED AND/OR TREE CANOPY DRIP AND
ROOT ZONES, WITHOUT PRIOR NOTIFICATION AND APPROVAL FROM
LANDSCAPE SERVICES. LANDSCAPE SERVICES REQUIRES ONE WEEK
NOTICE PRIOR TO ANY VEHICLE MOVEMENT IN THESE AREAS.
3. WHERE ACCESS TO BUILDING REQUIRES CROSSING TURF, MULCH
AREAS, TREE ROOT SYSTEMS, TREE CANOPY ZONES, OR IRRIGATION
SYSTEMS, THE CONTRACTOR SHALL USE ALTURNAMATS BY DICA OR
APPROVED EQUAL.
4. VEHICLE ACCESS SHALL NOT BREAK OR RUB TREE BRANCHES. OWNER
WILL PRUNE TREE BRANCHES TO PROVIDE CLEARANCE AROUND
BUILDING ENTRANCE. OWNER REQUIRES ONE WEEK'S NOTICE FOR
THIS WORK TO BE DONE.
5. DO NOT COMPACT GRADE WITHIN THE DRIP LINE OF TREES. PROVIDE
APPROVED FENCING TO PREVENT DRIVING OR EQUIPMENT PARKING
WITHIN DRIP LINE OF TREES, PRIOR TO CONSTRUCTION OR WORK IN
THE PROJECT AREA. MU'S CAMPUS STANDARD 6' CHAIN LINK FENCE
AND POSTS SHALL BE USED UNLESS OTHERWISE NOTED AND/OR
APPROVED BY LANDSCAPE SERVICES.
I HEREBY CERTIFY THAT DRAWINGS G001, G002,
A400.2, A101 AND/OR SCOPE PACKAGE #2
SPECIFICATION SECTIONS 06 1000, 07 0150.19, 07
5200, 07 6200, AND 07 9200 HAVE BEEN
PREPARED BY ME, OR UNDER MU SUPERVISION.
I FURTHER CERTIFY THAT TO THE BEST OF MY
KNOWLEDGE THESE DRAWINGS AND/OR
SPECIFICATIONS ARE AS REQUIRED BY AND IN
COMPLIANCE WITH BUILDING CODES OF THE
UNIVERSITY OF MISSOURI.
SIGNATURE:
__________________________________________________________
CP
181201 -T
AR
A &
T
AR
A W
OO
DS
A
PA
RT
ME
NT
C
OM
PLE
X - R
OO
F R
EP
LA
CE
ME
NT
, 04/05/18 IS
SU
ED
F
OR
B
ID
UM CONSULTANT
PROCEDURES AND
DESIGN GUIDELINES:
CURRENT EDITION
IBC: 2015
IEBC: 2015
IMC: 2015
IPC: 2015
IFC: 2015
IFGC 2015
NEC: 2014
NFPA 13: 2013
NFPA 14: 2013
NFPA 20: 2013
NFPA 45: 2015
NFPA 72: 2013
NFPA 90A: 2015
NFPA 96: 2014
NFPA 99: 2005
NFPA 101: 2015
NFPA 110: 2013
ASHRAE 90.1: 2013
ASME A17.1S: 2005
ADA 2010
INDEX OF DRAWINGS
REVISION DESCRIPTION
REVISION DELTA # 1 2 3 4 5 6 7
SH
EE
T
NU
MB
ER
SHEET TITLE
04
/0
5/2
01
8 F
OR
B
ID
A
ND
CO
NS
TR
UC
TIO
N
G001
COVER SHEET (THIS SHEET)
Δ
A101 SITE PLAN Δ
A102 ROOF PLANS Δ
A501 DETAILS Δ
CODES AND
STANDARDS
DATE: PROJECT NO.:
CAMPUS FACILITIES
UNIVERSITY OF MISSOURI
Planning, Design,
& Construction
Design Services
THE CURATORS OF THE
UNIVERSITY OF MISSOURI
FOR:
TARA & TARA WOODS APARTMENT COMPLEX
COLUMBIA, BOONE COUNTY, MISSOURI 65211
ROOF REPLACEMENT
APRIL 5, 2018 CP181201
DESIGN CONSULTANTS:
ARCHITECTURAL
DESIGN SERVICES
GENERAL SERVICES BUILDING
900 E STADIUM BLVD
COLUMBIA, MO 65211
573-882-6800
OWNER'S REPRESENTATIVE
ED DRANE
GENERAL SERVICES BUILDING
900 E STADIUM BLVD
COLUMBIA, MO 65211
SEE SHEET A101 FOR STAGING
INFORMATION AND PROJECT
NOTES
PROJECT NOTES
A. PROJECT NOTES APPLY TO ALL SHEETS OF DRAWINGS.
B. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO
ORDER OF MATERIALS OR START OF CONSTRUCTION.
C. CAUTION: THIS PROJECT MAY CONTAIN HAZARDOUS MATERIALS. NO
WORK MAY PROCEED WITHOUT CONTRACTOR REVIEW OF EH&S
HAZARDOUS MATERIALS SURVEY OR WRITTEN APPROVAL FROM
AUTHORIZED EH&S PERSONNEL. CONTACT DESIGN
SERVICES (573-882-6800) TO OBTAIN A COPY OF THE REPORT, OR IF
THERE ARE QUESTIONS REGARDING HAZARDOUS MATERIALS. THE
MANAGEMENT OF HAZARDOUS MATERIALS ABATEMENT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND BE CONDUCTED IN
ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND
REGULATIONS.
D. CONTRACTOR SHALL SWEEP AN AREA WITHIN 20' OF BUILDING
PERIMETER FOR NAILS AND SHINGLE PIECES.
E. CONTRACTOR TO PROTECT ALL GROUND MOUNTED MECHANICAL
EQUIPMENT WHILE CONSTRUCTION IS IN PROGRESS ABOVE.
F. PROVIDE OVERHEAD PROTECTION AT ENTRYWAYS WHILE
CONSTRUCTION IS IN PROGRESS ABOVE.
8'
8'
12
'
1/8
"0
4'
10
'
16
'
4'
6'
12
'
2'
20
'2
4'
01
/4
"
3/8
"0 4
'
2'
3'
2'
4'
1'
6'
08'
3/4
"
1'
1/2
"
3'
02
'
2'
15
0'
1"
3'
4'
1'
5'
6'
0
1-1
/2
"0
1'
1'
2'
03
"
1:1
00
10
'
10
0'
20
'
50
'1
:5
00
30
'
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
CA
MP
US
FAC
ILIT
IES
UN
IV
ER
SIT
Y O
F M
IS
SO
UR
I
Plan
nin
g, D
esig
n,
& C
on
stru
ctio
n
Design S
ervices
ARCHITECT -
Th
e P
ro
fe
ssio
na
l A
rch
ite
cts se
al a
nd
sig
na
tu
re
a
ffixe
d to
th
is sh
ee
t a
pp
lie
s o
nly to
th
e m
ate
ria
l a
nd
in
fo
rm
atio
n sh
ow
n o
n th
is
sh
ee
t. A
ll d
ra
win
gs, in
stru
me
nts, o
r o
th
er
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al sh
all n
ot
be
co
nsid
ere
d p
re
pa
re
d b
y th
is a
rch
ite
ct, a
nd
th
is a
rch
ite
ct e
xp
re
ssly d
iscla
im
s a
ny a
nd
a
ll
re
sp
on
sib
ility fo
r su
ch
p
la
ns, d
ra
win
gs, o
r
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al.
Th
is D
ocu
me
nt is in
te
nd
ed
to
b
e sig
ne
d
dig
ita
lly. If n
o d
ig
ita
l sig
na
tu
re
is a
tta
ch
ed
to
th
is file
, th
is m
ed
ia
sh
ou
ld
n
ot b
e co
nsid
ere
d
a ce
rtifie
d d
ocu
me
nt.
CP181201
TA
RA
&
T
AR
A W
OO
DS
A
PA
RT
ME
NT
C
OM
PLE
X
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 65211
RO
OF
R
EP
LA
CE
ME
NT
SIT
E P
LA
N
A101
JEFFREY GEORGE HARPER
MO# A-8123
JE
JG
H
04/05/18
FO
R B
ID
A
ND
C
ON
ST
RU
CT
IO
N
LEGEND
BLDG. 100
SCALE:
SITE PLAN
1" = 50'
MAINT.
SHOP
BLDG. 100
TYPE A
BLDG. 200
TYPE A
BLDG. 300
TYPE A
BLDG. 400
TYPE A
BLDG. 500
TYPE A
BLDG. 600
TYPE A
BLDG. 900
TYPE A
BLDG. 800
TYPE A
BLDG. 700
TYPE A
BLDG. 1100
TYPE A
BLDG. 1000
TYPE A
BLDG. 1300
TYPE B
BLDG. 1200
TYPE B
BLDG. 1400
TYPE B
BLDG. 1500
TYPE B
BLDG.
1600
A
S
H
L
A
N
D
R
O
A
D
E
A
S
T
C
A
M
P
U
S
D
R
IV
E
E
A
S
T
S
T
A
D
IU
M
B
L
V
D
.
ADDITIONAL
CHIMNEY
TARA OFFICE
ALTERNATE #2
BUILDING NUMBER
TYPE A PLAN TYPE - SEE SHEET A102
STAGING
AREA FOR
TARA
OFFICE,
BLDGS 700
& 800
STAGING
AREA FOR
MAINT. SHOP,
BLDGS 900,
1000 & 1100
STAGING
AREA FOR
BLDGS
100, 200 &
600
STAGING
AREA FOR
BLDGS 300,
400 & 500
STAGING AREA FOR
BLDGS 1200, 1300,
1400, 1500 & 1600
8'
8'
12
'
1/8
"0
4'
10
'
16
'
4'
6'
12
'
2'
20
'2
4'
01
/4
"
3/8
"0 4
'
2'
3'
2'
4'
1'
6'
08'
3/4
"
1'
1/2
"
3'
02
'
2'
15
0'
1"
3'
4'
1'
5'
6'
0
1-1
/2
"0
1'
1'
2'
03
"
1:1
00
10
'
10
0'
20
'
50
'1
:5
00
30
'
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
CA
MP
US
FAC
ILIT
IES
UN
IV
ER
SIT
Y O
F M
IS
SO
UR
I
Plan
nin
g, D
esig
n,
& C
on
stru
ctio
n
Design S
ervices
ARCHITECT -
Th
e P
ro
fe
ssio
na
l A
rch
ite
cts se
al a
nd
sig
na
tu
re
a
ffixe
d to
th
is sh
ee
t a
pp
lie
s o
nly to
th
e m
ate
ria
l a
nd
in
fo
rm
atio
n sh
ow
n o
n th
is
sh
ee
t. A
ll d
ra
win
gs, in
stru
me
nts, o
r o
th
er
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al sh
all n
ot
be
co
nsid
ere
d p
re
pa
re
d b
y th
is a
rch
ite
ct, a
nd
th
is a
rch
ite
ct e
xp
re
ssly d
iscla
im
s a
ny a
nd
a
ll
re
sp
on
sib
ility fo
r su
ch
p
la
ns, d
ra
win
gs, o
r
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al.
Th
is D
ocu
me
nt is in
te
nd
ed
to
b
e sig
ne
d
dig
ita
lly. If n
o d
ig
ita
l sig
na
tu
re
is a
tta
ch
ed
to
th
is file
, th
is m
ed
ia
sh
ou
ld
n
ot b
e co
nsid
ere
d
a ce
rtifie
d d
ocu
me
nt.
CP181201
TA
RA
&
T
AR
A W
OO
DS
A
PA
RT
ME
NT
C
OM
PLE
X
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 65211
RO
OF
R
EP
LA
CE
ME
NT
RO
OF
PL
AN
S
A102
JEFFREY GEORGE HARPER
MO# A-8123
JE
JG
H
04/05/18
FO
R B
ID
A
ND
C
ON
ST
RU
CT
IO
N
INDICATES NOTES LOCATED ON PLAN
ARCHITECTURAL RENOVATION NOTES
INDICATES NOTES LOCATED ON PLAN
ARCHITECTURAL DEMOLITION NOTES
1. ROOFING:
A. REMOVE EXISTING ASPHALT SHINGLES, UNDERLAYMENT, AND RELATED
METAL FLASHING IN ENTIRETY. SOME BUILDINGS HAVE TWO LAYERS OF
SHINGLES.
B. REMOVE EXISTING MODIFIED BITUMEN ROOFING MEMBRANE.
C. REMOVE EXISTING ROOF VENT.
D. REMOVE SHEET METAL DIVERTER.
E. EXISTING PLUMBING VENT TO REMAIN. REMOVE FLASHING.
F. EXISTING SQUARE ROOF VENT TO REMAIN.
G. EXISTING CHIMNEY TO REMAIN. REMOVE EXISTING STEP FLASHING.
H. ALTERNATE #1 - REMOVE EXISTING CHIMNEY BRICK AND FLUE TO BRICK
LINE BELOW EXISTING GUTTER. SEE DETAIL 4/A501.
SCALE
APARTMENT BUILDING
TYPE A - ROOF PLAN
4
A102
1/8" = 1'-0"
SCALE
APARTMENT BUILDING
TYPE B - ROOF PLAN
3
A102
1/8" = 1'-0"
SCALE
MAINT. SHOP - ROOF PLAN
2
A102
1/8" = 1'-0" SCALE
TARA OFFICE - ROOF PLAN
1
A102
1/8" = 1'-0"
6" 137'-5" 6"
6" 98'-9" 6"
32'-11"
39'-0"
14'-9"
23'-6
7
8
"
14'-9"
13'-3"
23'-6
7
8
"
14'-10"
23'-6
7
8
"
38'-4
3
4
"14'-8
1
8
"
7'-0"
4'-4"
14'-8"
19'-3
3
8
"23'-6
7
8
"
EXISTING STACKS
AND SUPPORTS
TO REMAIN
PORCH DECK
BELOW
PORCH DECK
BELOW
GABLE END
MODIFIED
BITUMEN
ROOF - 1:12
SLOPE
LOWER ROOF
N.I.C.
3
A501
2
A501
±
1
5
'
-
1
"
3
A
5
0
1
3
A
5
0
1
ADDITIONAL CHIMNEY
TO REMAIN AT
BUILDING 200 ONLY
LOWER ROOF N.I.C.
3
A
5
0
1
3
A
5
0
1
3
A501
2
A501
1
A501
1
A501
4
A501
CHIMNEY
ALTERNATE #1
1
A501
1
A501
5
A501
TARA OFFICE
ALTERNATE #2
TARA OFFICE
ALTERNATE #2
6"
6"
45'-3"
6"
4
A501
CHIMNEY
ALTERNATE #1 5
A501
4
A501
CHIMNEY
ALTERNATE #1 5
A501
4
A501
CHIMNEY
ALTERNATE #1 5
A501
1. ROOFING:
A. INSTALL NEW UNDERLAYMENT, EAVE PROTECTION PER
MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL ASPHALT
SHINGLES AS SPECIFIED.
B. INSTALL MODIFIED BITUMEN ROOFING MEMBRANE OVER EXISTING LOW
SLOPE DECK.
C. INSTALL 2X NAILER BELOW HOLE WHERE ROOF VENT REMOVED. INSTALL
NEW WOOD DECK TO INFILL OPENING AND SCREW TO 2X NAILER.
D. INSTALL SHEET METAL CRICKET AT CHIMNEY. SEE DETAIL 1/A501.
E. INSTALL NEW LEAD FLASHING AT PLUMBING VENTS, TYPICAL.
F. INSTALL NEW STEP FLASHING AT CHIMNEY.
G. ALTERNATE #1 - INFILL WOOD FRAMING AND DECK WHERE CHIMNEY
REMAINING INSTALL SHINGLES AND EXTEND GUTTER. INSTALL SHEET
METAL CAP OVER REMAINING CHIMNEY - SLOPE TO DRAIN. SEE DETAIL
5/A501.
H. CUT BACK EXISTING SHEATHING TO ALLOW FOR
3
4
" AIR GAP TO VENT AT
RIDGE. CUT BACK SHEATHING AT HIP SIDES ONLY FROM RIDGE TO POINT
HALFWAY DOWN.
I. RIDGE VENT AS SPECIFIED. EXTEND RIDGE VENT DOWN HIP SIDES ALL
THE WAY TO THE EAVE.
1C
1C
1C
1C
1C
1C
1C
1C
1C
1C
1E
1E
1E
1E
1E
1E
1E
1E
1E
1E
1E
1E
1A
1A
1A
1A
1I
1I
SIM
1H
1H
1H
1H
1E
1E
TYP.
1I
1E
1E
1I
1D
1D
42'-8"
6"
1G
1H
1F
1G
1G
1H
1F
1G
1D
1D
1D
1E
1E
1I
1D
1D
1G
1H
1F
1G
1D
1D
1G
1H
1F
1G
1I
1H
1H
1A
1A
TYP.
1I
SIM.
1H
1H
1C
1C
1C
1C
1C
1C
1E
1E
1E
1E
1E
1E
1E
1E
1E
1E
1A
1A
1I
±
1
6
'
-
0
"
1A
1A
NO RIDGE VENT
AT MAINT SHOP
1A
1A
NO RIDGE VENT
AT TARA OFFICE
1B
1B
1E
1G
1A
1A
1A
1A
1F
1G
1F
1F 1F
1F
1E
1E
8'
8'
12
'
1/8
"0
4'
10
'
16
'
4'
6'
12
'
2'
20
'2
4'
01
/4
"
3/8
"0 4
'
2'
3'
2'
4'
1'
6'
08'
3/4
"
1'
1/2
"
3'
02
'
2'
15
0'
1"
3'
4'
1'
5'
6'
0
1-1
/2
"0
1'
1'
2'
03
"
1:1
00
10
'
10
0'
20
'
50
'1
:5
00
30
'
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
CA
MP
US
FAC
ILIT
IES
UN
IV
ER
SIT
Y O
F M
IS
SO
UR
I
Plan
nin
g, D
esig
n,
& C
on
stru
ctio
n
Design S
ervices
ARCHITECT -
Th
e P
ro
fe
ssio
na
l A
rch
ite
cts se
al a
nd
sig
na
tu
re
a
ffixe
d to
th
is sh
ee
t a
pp
lie
s o
nly to
th
e m
ate
ria
l a
nd
in
fo
rm
atio
n sh
ow
n o
n th
is
sh
ee
t. A
ll d
ra
win
gs, in
stru
me
nts, o
r o
th
er
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al sh
all n
ot
be
co
nsid
ere
d p
re
pa
re
d b
y th
is a
rch
ite
ct, a
nd
th
is a
rch
ite
ct e
xp
re
ssly d
iscla
im
s a
ny a
nd
a
ll
re
sp
on
sib
ility fo
r su
ch
p
la
ns, d
ra
win
gs, o
r
do
cu
me
nts n
ot e
xh
ib
itin
g th
is se
al.
Th
is D
ocu
me
nt is in
te
nd
ed
to
b
e sig
ne
d
dig
ita
lly. If n
o d
ig
ita
l sig
na
tu
re
is a
tta
ch
ed
to
th
is file
, th
is m
ed
ia
sh
ou
ld
n
ot b
e co
nsid
ere
d
a ce
rtifie
d d
ocu
me
nt.
CP181201
TA
RA
&
T
AR
A W
OO
DS
A
PA
RT
ME
NT
C
OM
PLE
X
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 65211
RO
OF
R
EP
LA
CE
ME
NT
DE
TA
ILS
A501
JEFFREY GEORGE HARPER
MO# A-8123
JE
JG
H
04/05/18
FO
R B
ID
A
ND
C
ON
ST
RU
CT
IO
N
SCALE
CHIMNEY CRICKET DETAIL
1
A501
1" = 1'-0"SCALE
MANSARD ROOF SECTION
2
A501
3" = 1'-0"
SCALE
RIDGE SECTION
3
A501
3" = 1'-0"
2
A501
MANSARD ROOF SECTION
GUTTER TO REMAIN
NEW STEP FLASHING
NEW SHEET METAL
CRICKET
5:12
SLOPE
ASPHALT
SHINGLES
EXISTING CHIMNEY
TO REMAIN
RIDGE VENT
CUT BACK EXISTING
SHEATHING FOR VENT
ASPHALT SHINGLES
EXISTING SHEATHING
TO REMAIN
RIDGE BEAM
1
"
ASPHALT SHINGLES
EXISTING SHEATHING
TO REMAIN
PRE-FINISHED
DRIP EDGE
6 NAILS PER SHINGLE
AT MANSARD
PORTIONS
REPLACE GUTTER
SCREENS
CLEAN GUTTERS
AT END OF
ROOFING
EXISTING GUTTER
TO REMAIN
EXISTING SOFFIT VENT
TO REMAIN
2
"
3
4
"
12
5
12
5
2
"
SCALE
CHIMNEY ALTERNATE #1
DEMOLITION PHOTO
4
A501
NOT TO SCALE
SCALE
CHIMNEY ALTERNATE #1
RENOVATION RENDERING
5
A501
NOT TO SCALE
AREA TO BE REMOVED
IN ENTIRETY - REMOVE
BRICK, FLUE AND
METAL FLASHING AT
ALL APARTMENT
BUILDING CHIMNEYS
EXCEPT FOR THE
ADDITIONAL CHIMNEY
AT BUILDING #200
INSTALL NEW METAL
CAP - SLOPE TO DRAIN
INFILL WOOD DECK,
SHINGLES, AND GUTTER
WHERE CHIMNEY
REMOVED
DETAIL AT RIDGE AND HIP SIDES - CUT
BACK SHEATHING AT HIP SIDES ONLY
FROM RIDGE DOWN TO ONE HALF THE
DISTANCE TO THE EAVE - RIDGE VENT TO
CONTINUE DOWN TO EAVE
VE
RIF
Y
± 6"
(SEE DETAILS
4/A501 AND 5/A501
FOR ALTERNATE #1)