Post on 31-Oct-2020
UM CONSULTANT
PROCEDURES AND DESIGN
GUIDELINES: CURRENT EDITION
IBC: 2018
IEBC: 2018
IMC: 2018
IPC: 2018
IFC: 2018
IFGC 2018
NEC: 2017
NFPA 13: 2016
NFPA 14: 2016
NFPA 20: 2016
NFPA 45: 2015
NFPA 72: 2016
NFPA 90A: 2015
NFPA 96: 2017
NFPA 99: 2012
NFPA 101: 2015
NFPA 110: 2016
ASHRAE 90.1: 2016
ASME A17.1: 2005
ADA 2010
UNIVERSITY OF MISSOURI - COLUMBIA SITE MAP
CP
19
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INDEX OF DRAWINGS
REVISION DESCRIPTION
REVISION DELTA # 1 2 3 4 5 6 7 8 9
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COVER SHEET (THIS SHEET)
Δ
A101 ABNR DEMOLITION PLAN Δ
A102 ABNR RENOVATION PLAN Δ
A201 CHEMISTRY ADDITION DEMOLITION PLAN Δ
A202 CHEMISTRY ADDITION RENOVATION PLAN Δ
A301 TROWBRIDGE DEMOLITION PLAN Δ
A302 TROWBRIDGE RENOVATION PLAN Δ
A401 ABNR DETAILS Δ
A402 ABNR DETAILS Δ
A403 ABNR DETAILS Δ
A501 CHEMISTRY ADDITION DETAILS Δ
A502 CHEMISTRY ADDITION DETAILS Δ
A503 CHEMISTRY ADDITION DETAILS Δ
A601 TROWBRIDGE DETAILS Δ
PROJECT NOTES:
1. REFER TO
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.
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.
CODES AND
STANDARDS
DATE: PROJECT NO.:THE CURATORS OF THE
UNIVERSITY OF MISSOURI
FOR:
RMT ROOFING AND
WATERPROOFING
CONSULTANTS, INC.
410 SOVEREIGN COURT #18
MANCHESTER, MO 63011
(636)-391-2185
VARIOUS LOCATIONS - REPLACE ROOFS
COLUMBIA, BOONE COUNTY, MISSOURI 65211
ANHEUSER BUSCH NATURAL RESOURCES, CHEMISTRY ADDITION, TROWBRIDGE
MARCH 7, 2019 CP190861
I HEREBY CERTIFY THAT DRAWINGS AND/OR SPECIFICATIONS 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:
__________________________________________________________
BASE BID
ALT. #1
STAGING &
PARKING
STAGING
TEMP. STAGING AREAS
ARCHITECTURAL
DRAWINGS AS APPLICABLE, TO DETERMINE EXACT EXTENT OF
DEMOLITION REQUIRED BY THOSE DISCIPLINES TO COORDINATE
WITH NEW CONSTRUCTION.
LEGEND
EXISTING ROOF CONSTRUCTION
CORE 1: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1-1.5” ISO 1 - 1/2” PERLITE BOARD - MOPPED
CORE 2: STEEL DECK; 2 LAYERS 2-1/2” ISO, MECHANICALLY
FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED
CORE 3: STEEL DECK; 2 LAYERS 1-2-1/4” ISO, MECHANICALLY
FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED
CORE 4: STEEL DECK; 1 LAYER 2” ISO, 1-2” MECHANICALLY
FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED
CORE 5: STEEL DECK; 1 LAYER 3.5” ISO, 1 LAYER 1.0” ISO MECHANICALLY
FASTENED; 1/2” PERLITE BOARD - MOPPED
CORE 6: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 7: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 8: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 9: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 10: STEEL DECK; 2 LAYERS 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 11: STEEL DECK; 2 LAYERS 3” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 12: STEEL DECK; 2 LAYERS 3” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 13: STEEL DECK; 2 LAYERS 3” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
CORE 14: STEEL DECK; 1 LAYER 2” ISO, MECHANICALLY
FASTENED; 1- 1/2” PERLITE BOARD - MOPPED
PROJECT NUMBER
SHEET
DR
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Y:
CH
EC
KE
D B
Y:
ARCHITECT -
Th
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410 S
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#18
MA
NC
HE
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, M
O 63011
(636)-391-2185
CP190861
VA
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A-101
ARTHUR DOERR BOND
Mo.# A-6301
0
REF:SCALE: 1/16" = 1'-0"A2.0
16'8' 32'
1 DEMOLITION ROOF PLAN
DEMOLITION NOTES: ABNR
1. REMOVE INTERIOR SIDE OF PARAPET FASCIA / COPING
2. LEAVE THROUGH WALL SCUPPERS
3. REMOVE LADDER AND ANCHORS - FOR REATTACHMENT
4. REMOVE EXPAND-O-FLASH DETAILS
5. ROOF 2 & 3 - LEAVE SMALL SHEET METAL RECEIVER
6. ROOF 2 - DOOR THRESHOLD
7. ROOF 2 - REMOVE ROOF SIDE FASCIA
8. ROOF 2 - REMOVE EXPANSION JOINT CAP
9. ROOF 2 - SCUPPER INSERT TO REMAIN. METAL DETAIL ABOVE WINDOW TO REMAIN
10. ROOF 2 - RAILING SUPPORT TO REMAIN
11. ROOF 3 - REMOVE FASCIA
12. ROOF 3 - EXISTING METAL SIDING TO REMAIN
13. REMOVE PITCH PANS AROUND ELECTRICAL CONDUIT
14. ALL SCUPPER INSERTS TO REMAIN
15. ROOF 5 - REMOVE SURFACE MOUNTED COUNTERFLASHING
16. ROOF 4 & 6 - REMOVE EXPANSION JOINT CAP
17. ROOF 6 - REMOVE FASCIA CAP
18. ROOF 7 - REMOVE SURFACE MOUNTED COUNTERFLASHING
19. ROOF 7 & 8 - REMOVE COUNTERFLASHING. DO NOT DISTURB RECEIVER DETAIL
UNDER STONE COPING
20. ROOF 7 & 8 - COPPER FASCIA ONLY TO BE REMOVED AND DISCARD. DO NOT
DISTURB ARCHITECTURAL COPPER METAL FASCIA
21. W2 & W3 - REMOVE SURFACE MOUNTED COUNTERFLASHING
22. W2 & W3 - DO NOT REMOVE OR DISTURB COPPER FASCIA DETAIL
23. W8 - REMOVE COPPER FASCIA DETAIL AT PERIMETER AND DISCARD
24. W8 - DO NOT DISTURB RECEIVER METAL DETAIL ABOVE FLASHING
25. W9 - REMOVE WALL EXPANSION JOINT DETAIL
26. W9 - DO NOT DISTURB RECEIVER METAL DETAIL ABOVE FLASHING
27. W9 - REMOVE FASCIA ON PERIMETER
28. W7 - REMOVE WALL EXPANSION JOINT
29. W6 - RECEIVER UNDER COPING TO REMAIN. DO NOT DISTURB
30. W6 - REMOVE ALL EXISTING SEALANT IN COPING JOINTS
31. W1 & W2 - REMOVE SURFACE MOUNTED COUNTERFLASHING
32. W1 & W2 - REMOVE FASCIA PIECE ONLY. LEAVE ARCHITECTURAL METAL DETAIL
33. W2 & W3 - REMOVE EXPANSION JOINT CAP DETAIL
34. W5 - REMOVE SURFACE MOUNTED COUNTERFLASHING
35. W5 - RECEIVER ABOVE FLASHING TO REMAIN
36. W4 - SURFACE MOUNTED COUNTERFLASHING TO BE REMOVED
37. W4 - WALL EXPANSION JOINT TO BE REMOVED
38. W6 - REMOVE FLASHING BELOW RECEIVER METAL
39. W6 - REMOVE EXISTING METAL DETAIL ON WEST RADIUS WALL BELOW COPING
40. W6 - REMOVE ALL SEALANT IN JOINTS BETWEEN COPINGS
LEGEND
0
REF:SCALE: 1/16" = 1'-0"A2.0
16'8' 32'
1 RENOVATION ROOF PLAN
RENOVATION NOTES: ABNR1. PRIME METAL ROOF DECK AND INSTALL SELF ADHERED (SA) VAPOR BARRIER.2. ROOF SECTIONS 1,2,7,8, W1A, W2, W3 & W8 - INSTALL MECHANICALLY FASTEN WITH 1-90 FM
REQUIREMENTS 2” LAYER POLY ISO WITH ¼” PER FOOT TAPERED INSULATION LOW RISE FOAMED TOBASE LAYER INSULATION.
3. ROOF SECTIONS 3,4,5,6,W1,W4,W5,W6,W7,W9,W10,W11 & W12 MECHANICALLY FASTEN WITHFM 1-90 FASTENING PATTERN BASE LAYER OF 2” POLYISOCYANURATE INSULATION FOLLOWED BYAPPLYING LOW RISE FOAM TO ADHERE THE SECOND LAYER OF 2” POLYISOCYANURATE WITHFM 1-90 RIBBON METHOD.
4. WITH LOW RISE FOAM, INSTALL 1/2” HIGH DENSITY COVER BOARD ADHERED WITH FM 1-90 RIBBONMETHOD TO TOP LAYER OF INSULATION.
5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE - FULLY ADHERED TO 1/2" HD POLYISO COVERBOARD6. INSTALL ½” PER FOOT TAPERED POLY ISO CRICKETS PRIOR TO THE INSTALLATION OF COVER BOARD.7. APPLY DOUBLE SIDED BUTYL TAPE BELOW THE INSTALLATION OF TERMINATION BAR AND OR
SURFACE MOUNTED COUNTER FLASHING.8. ROOF SECTION 2 - ELIMINATE THROUGH WALL SCUPPERS. BACK FILL SCUPPERS WITH LOW RISE FOAM
OR SUITABLE MATERIAL, REMOVE METAL FASCIA COMPONENTS AND INSTALL 26 GA. SHEET METALOVER THE SCUPPER OPENING. FLASH TYPICAL.
9. REMOVE PITCH PANS WHEREVER POSSIBLE AND FIELD WRAP IF POSSIBLE. STAINLESS STEEL PITCHPANS AND 2 PART SEALANTS ARE ACCEPTABLE.
10. ROOF SECTIONS W1,W2,W3,W4,W6,W8,W9, 7 & 8 - APPLY SEALANT TO CAULK RECEIVER ON THETOP OF THE COUNTER FLASHING DETAIL TO INTERFACE WITH PRE CAST WALL AND STONE COPING.TOOL SMOOTH.
11. ROOF SECTION W1A - INSTALLATION OF 2” BASE LAYER POLY ISO MECHANICALLY FASTENED TODECK, INSTALL ¼”-12” TAPERED INSULATION WITH LOW RISE FOAMED TO BASE LAYER INSULATION.
12. ROOF SECTION 6 - INSTALLATION OF 2”X6” TREATED WOOD NAILER FASTENED 24 ”O.C. TO THE TOPOF PRE CAST TILT UP CONCRETE WALL PANELS.
13. INSTALLATION OF EPDM FLASHING TO BE INSTALLED UP AND OVER TOP OF PARAPET WALLSTERMINATED INTO WOOD NAILER.
14. INSTALLATION OF 24 GA. CONTINUOUS CLEAT WITH 26 GA. KYNAR COATED COPING ON EXPOSEDPARAPET WALL PANELS.
15. ROOF SECTIONS W4 W6 & W9 - RE-USE COPPER EXPANSION JOINT COVER. RE- WORK ALL CAULKRELATED SEALANTS WITH DOW 790 SEALANT ON FLASHING RELATED DETAILS AND OR MASONRYTRANSITIONS.
16. ROOF SECTIONS 3 & W9 - BASE WITH FLAT STOCK INSULATION FILL BOTTOM FLASHING DETAIL FLUSHWITH WALL PANEL, INSTALL ADHESIVE OVER METAL WALL PANEL/FLAT STOCK INSULATION ANDINSTALL EPDM OVER WALL SURFACE WITH TYPICAL EPDM APPLICATION PROCESS.
17. INSTALL NEW 26 GA. SHEET METAL EXPANSION JOINT DETAILS.18. ROOF SECTIONS 7, 8 & W-8 - INSTALL NEW 16 OZ DRIP EDGE TO MATCH EXISTING REVEAL.19. ROOF SECTION W6 - FLASH TYPICAL.20. INSTALL 4'X8' ½” PLY WOOD AT ALL DOOR EGRESSES AND LADDER ACCESSES.21. INSTALLATION OF NEW WALK PADS AT DOORS AND ALL ROOF TOP EGRESSES.
PROJECT NUMBER
SHEET
DR
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CH
EC
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D B
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ARCHITECT -
The P
rofessional A
rchitects seal and
signature affixed to this sheet applies only to
the m
aterial and inform
ation show
n on this
sheet. A
ll draw
ings, instrum
ents, or other
docum
ents not exhibiting this seal shall not
be considered prepared by this architect, and
this architect expressly disclaim
s any and all
responsibility for such plans, draw
ings, or
docum
ents not exhibiting this seal.
This D
ocum
ent is intended to be signed
digitally. If no digital signature is attached to
this file, this m
edia should not be considered
a certified docum
ent.
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410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
LO
CA
TIO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
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IS
SO
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- A
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MIS
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AB
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OV
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N
A-102
ARTHUR DOERR BOND
Mo.# A-6301
1/8" = 1'-0"A2.0
1
EXISTING ROOF CONSTRUCTION
CORE 1: 2 LAYERS 2” ISO, MECHANICALLY FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED
CORE 2: 2 LAYERS 2” ISO, 1/2”-12” TAPERED ISO SADDLE MECHANICALLY
FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED - 8” TOTAL THICKNESS
CORE 3: 2 LAYERS 2” ISO, MECHANICALLY FASTENED; 1 - 1/2” PERLITE
BOARD - MECHNICALLY FASTENED
CORE 4: 2 LAYERS 2” ISO, 1/2”-12” TAPERED ISO SADDLE MECHANICALLY
FASTENED; 1 - 1/2” PERLITE BOARD - MOPPED - 8” TOTAL THICKNESS
CORE 5: 1 LAYERS 3” ISO, MECHANICALLY FASTENED; 3 - 1/2” PERLITE
BOARD - MECHANICALLY FASTENED
CORE 6: 1 LAYERS 3” ISO, MECHANICALLY FASTENED; 3 - 1/2” PERLITE
BOARD - MECHANICALLY FASTENED
DEMOLITION NOTES - CHEMISTRY ADDITION:
1. DO NOT REMOVE FASCIA ABOVE WINDOWS.
2. REMOVE PRIVACY SCREEN TO REMOVE ROOF. DO NOT REPLACE.
3. CONDUIT TRAY TO BE REMOVED FOR REATTACHMENT AFTER ROOFING WORK
BY CELL PHONE CARRIER
4. EPDM ROOF OVER CLERESTORY TO REMAIN. REMOVE METAL FASCIA.
5. ELECTRICAL CONDUIT AND SENSOR BOX TO BE DISCONNECTED FROM PARAPET
WALL AND REINSTALL OVER NEW COPING.
6. REMOVE EXISTING COUNTERFLASHING ONLY. LEAVE EXISTING SEALANT INTACT.
7. DO NOT REMOVE COMPLETE COPPER FASCIA, ONLY CAP PIECE.
8. REMOVE EXISTING PITCH PANS AND MASTIC, CLEAN TO SHINY METAL.
9. REMOVE EXISTING COPING METAL.
10. CURB COPING METAL - BREAK CORNERS, LIFT METAL.
11. REMOVE WOOD SUPPORTS, CUT LEGS FOR NEW SUPPORTS.
12. REMOVE CONCRETE PAD AT BOTTOM OF STAIRS FROM PLATFORM.
13. REMOVE FLASHING, COUNTERFLASHING, TERM BAR AND SEALANT.
14. REMOVE EXPAND-O-FLASH EXPANSION JOINT COVER.
15. CUT METAL COUNTERFLASHING AT FASTENER LINE
16. DO NOT REMOVE EXISTING METAL COPING.
17. PRIVACY PANELS TO BE REMOVED AND REINSTALLED FOR ROOF
REPLACEMENT.
0
REF:SCALE:
8'4' 16'
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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
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win
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stru
me
nts, o
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sp
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do
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Th
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te
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to
b
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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
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n
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e co
nsid
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OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
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IS
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52
11
- A
BN
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MIS
TR
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DD
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IO
N, T
RO
WB
RID
GE
CH
EM
IS
TR
Y A
DD
IT
IO
N D
EM
OLIT
IO
N P
LA
N
A-201
ARTHUR DOERR BOND
Mo.# A-6301
DEMOLITION ROOF PLAN
1/8" = 1'-0"A2.0
1
0
REF:SCALE:
8'4' 16'
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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
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do
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itin
g th
is se
al sh
all n
ot
be
co
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d p
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is a
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ite
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nd
th
is a
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ite
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a
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ch
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ns, d
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r
do
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itin
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is se
al.
Th
is D
ocu
me
nt is in
te
nd
ed
to
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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
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n
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S, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
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Y, M
IS
SO
UR
I 6
52
11
- A
BN
R, C
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MIS
TR
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DD
IT
IO
N, T
RO
WB
RID
GE
CH
EM
IS
TR
Y A
DD
IT
IO
N R
EN
OV
AT
IO
N P
LA
N
A-202
ARTHUR DOERR BOND
Mo.# A-6301
DEMOLITION ROOF PLAN
RENOVATION NOTES CHEMISTRY ADDITION:
1. INSTALL SELF ADHERED VAPOR BARRIER TO PRIMED METAL DECK.
2. INSTALL BASE LAYER OF 2.0” POLYISOCYANURATE- MECHANICALLY ATTACHED TO METAL DECK
WITH A 1-90 FASTENING PATTERN.
3. INSTALL SECOND LAYER OF 2.0” POLYISOCYANURATE TO BASE LAYER
OF 2.0” POLYISOCYANURATE-ADHERED WITH LOW RISE FOAM ADHESIVE.
4. INSTALL ½” HD COVERBOARD TO SECOND LAYER OF 2.0” POLYISOCYANURATE- ADHERED WITH
LOW RISE FOAM ADHESIVE.
5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE-FULLY ADHERED TO ½” HD COVERBOARD.
6. REUSE COPING METAL AT TWO LOCATIONS. INSTALL NEW SLIP FLASHING AFTER PARAPET WALL
IS FLASHED.
7. FIELD FABRICATE STAIR CASE SUPPORT.
8. REINSTALL PRIVACY FENCE THAT WAS REMOVED TO ACCESS SMALL AREA OF THE ROOF ALONG
THE EAST PERIMETER.
9. CUT EXISTING ROOF MEMBRANE EVERY 16”. INSTALL NEW ½” HD COVERBOARD-MECHANICALLY
ATTACHED. INSTALL NEW SINGLE PLY EPDM ROOF MEMBRANE-FULLY ADHERED TO ½” HD
COVERBOARD.
10. NEW SOIL STACK FLASHING.
11. ADD NEW WOOD NAILER TO PARAPET WALLS. INSTALL NEW 26 GA. KYNAR COATED METAL
COPING WITH 24 GA. METAL CLEAT.
12. ADD NEW WOOD NAILER TO PENTHOUSE PARAPET WALLS. INSTALL NEW 26 GA. KYNAR COATED
METAL COPING WITH 24 GA. METAL CLEAT.
13. INSTALL NEW 26 GA. KYNAR COATED SURFACE MOUNT COUNTERFLASHING ALONG ALL WALLS.
14. INSTALL NEW 26 GA. KYNAR COATED SLIP FLASHING AT ALL EXHAUST CURBS AND RTUs.
15. INSTALL NEW EPDM FLASHING MEMBRANE AROUND ALL WIDE FLANGE BEAMS.
16. INSTALL NEW TWO PIECE METAL EXPANSION JOINT ALONG THE ENTIRE NORTHWEST PARAPET
WALL.
17. INSTALL DUCT WORK SUPPORTS. CABLE TRAY TO BE INSTALLED BY CELL PHONE CARRIER.
18. CLERESTORY PLYWOOD WALL WILL NEED TO BE PRIMED WITH CAV-GRIP PRIMER BEFORE EPDM
FLASHING IS INSTALLED.
19. INSTALL 48” SUMP AT ALL DRAIN LOCATIONS. NOTE: DRAIN BOWLS ARE 2 INCHES HIGHER THAN
THE ROOF DECK.
20. OVERFLOW DRAINS DO NOT RECEIVE SUMPS. NOTE: OVERFLOW BOWLS ARE 4 INCHES HIGHER
THAN THE ROOF DECK.
21. NEW COPPER DRIP EDGE TO BE INSTALLED ALONG THE CANOPY PERIMETER ROOF AT TWO
LOCATIONS. NOTE: ROOF IS IDENTIFIED AS SECTION 1B.
22. THE GOOSE NECK HOT STACKS TO RECEIVE NEW 26 GA. METAL SLEEVES WITH NEW UMBRELLAS.
23. INSTALL NEW METAL EXPANSION JOINT AT THE WEST WINDOW TRANSITON ON THE CANOPY
ROOF. THREE COURSE ALL CORNER SEAMS WITH MANUFACTURER'S APPROVED LIQUID
FLASHING.
24. EXISTING PENTHOUSE LADDER TO REMAIN. INSTALL ½” PLYWOOD AT ALL EGRESSES.
LEGEND
0
REF:SCALE: 1/16" = 1'-0"A2.0
16'8' 32'
1 DEMOLITION ROOF PLAN
EXISTING ROOF CONSTRUCTION
CORE 1: TECTUM, 2 PLY NAILED BASE WITH HOT, 4 1/2” TAPERED POLY
ISO, 1” POLY ISO HOT, FULLY ADHERED EPDM (5 ½” TOTAL THICKNESS)
CORE 2: TECTUM, 2 PLY NAILED BASE IN HOT, 1” POLY ISO, 2” POLY
ISO, FULLY ADHERED EPDM (3” TOTAL THICKNESS)
CORE 3: CONCRETE, 2 PLY HOT, 1” POLY ISO, 2” POLY ISO, FULLY ADHERED
EPDM (3” TOTAL THICKNESS)
CORE 4: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, FULLY ADHERED
EPDM (2” TOTAL THICKNESS)
CORE 5: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, 1” TAPERED POLY
ISO, FULLY ADHERED EPDM (3” TOTAL THICKNESS)
CORE 6: CONCRETE, 2 PLY HOT, 4” TAPERED POLY ISO, 1 ¾” TAPERED POLY
ISO, FULLY ADHERED EPDM (6” TOTAL THICKNESS)
CORE 7: CONCRETE, 2 PLY HOT, 2” TAPERED POLY ISO, 2” TAPERED POLY
ISO, EPDM FULLY ADHERED (4” TOTAL THICKNESS)
CORE 8: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, 4 ½” TAPERED POLY
ISO, 1” TAPERED POLY ISO, FULLY ADHERED EPDM (5 ½” TOTAL THICKNESS)
CORE 9: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, 1 ½” TAPERED POLY
ISO, FULLY ADHERED EPDM (2” TOTAL THICKNESS)
CORE 10: TECTUM, 1 PLY NAILED BASE, 1 PLY HOT, ½” TAPERED POLY
ISO, FULLY ADHERED EPDM (1/2” TOTAL THICKNESS)
DEMOLITION NOTES TROWBIRIDGE:
1. REMOVE EXISTING EPDM ROOF SYSTEM DOWN TO STRUCTURAL
DECK SUBSTRATE.
2. REMOVE VAPOR BARRIER IN ITS ENTIRETY.
3. REMOVE ALL ASSOCIATED SHEET METAL DETAILS.
4. EXISTING ROOF DRAINS TO REMAIN. REMOVE STRAINER AND
CLAMPING RING FOR REINSTALLATION.
5. EXISTING CURB MOUNTED EQUIPMENT TO REMAIN. REMOVE
SURROUNDING FLASHINGS.
6. EXISTING PLUMBING VENTS TO REMAIN. REMOVE ALL ASSOCIATED
FLASHING.
7. EXISTING LADDER TO REMAIN ON WALL.
8. REMOVE FENCE FROM EXTERIOR WALL ON ROOF SECTION 2.
9. DO NOT REMOVE COPPER REGLET ON ROOF SECTIONS 1 & 2, USE
FOR INSTALLATION OF NEW COUNTER FLASHING.
10. COORDINATE ABATEMENT OF TRANSITE SOIL STACK.
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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
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nts n
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al sh
all n
ot
be
co
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is a
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te
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ita
lly. If n
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ig
ita
l sig
na
tu
re
is a
tta
ch
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to
th
is file
, th
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ed
ia
sh
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n
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RP
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OF
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, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
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C
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IS
SO
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52
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- A
BN
R, C
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MIS
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TR
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BR
ID
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D
EM
OLIT
IO
N P
LA
N
A-301
ARTHUR DOERR BOND
Mo.# A-6301
LEGEND
RENOVATION NOTES - TROWBRIDGE:1. REMOVE BASE SHEET AND NAIL NEW BASE SHEET ON TECTUM ROOF DECK.2. PRIME CONCRETE ROOF DECK AND INSTALL SELF ADHERED (SA) VAPOR BARRIER
TO CONCRETE DECK.3. INSTALL 2” BASE LAYER POLY ISO WITH ¼” PER FOOT TAPERED INSULATION TO
SUBSTRATE.4. WITH LOW RISE FOAM, INSTALL ¼” PER FOOT TAPERED POLY ISO INSULATION
ADHERED WITH FM 1-90 RIBBON METHOD.5. INSTALL SINGLE PLY EPDM ROOF MEMBRANE FULLY ADHERED TO 1
2" HDCOVERBOARD.
6. INSTALL ½” PER FOOT TAPERED POLY ISO CRICKETS PRIOR TO THE INSTALLATIONOF COVER BOARD.
7. LEAVE EXISTING EPDM ON PLYWOOD WALLS AND RE-FLASH WITH NEW EPDM.8. INSTALL EPDM FLASHING UP AND OVER STONE COPING.9. INSTALL 24 GA. CLEAT ON EXTERIOR FACE OF STONE COPING FOR THE
INSTALLATION OF NEW 26 GA. KYNAR COATED COPING.10. RAISE ALL CURB VENTS TO ACHIEVE 8” FLASHING HEIGHT.11. INSTALLATION OF 24 GA. “CONTINUOUS” CLEAT WITH A 26 GA. KYNAR COATED
COPING ANCHORED ON THE INSIDE PORTION OF THE COPING 12” OC.12. INSTALLATION OF TAPERED 4X4 DRAIN SUMPS.13. INSTALLATION OF HIGH PROFILE EXPANSION JOINT WITH FIRE TREATED OR
MARINE GRADE LUMBER AND A SHEET METAL EXPANSION JOINT COVER.14. INSTALLATION OF NEW FLASHING, TERMINATION BAR AND COUNTER FLASHING
BELOW EXISTING COPPER RECEIVER.15. FILL GAP BELOW STONE COPING WITH POLY ISO INSULATION AND FLASH UP
AND OVER STONE COPING.16. INSTALLATION OF SURFACE MOUNTED COUNTER FLASHING DETAIL.17. INSTALLATION OF NEW WALL MOUNTED FENCING AND COPING.18. INSTALLATION OF NEW WALK PADS AT DOORS AND ALL ROOF TOP EGRESSES.19. INSTALL 4'X8' ½” PLY WOOD AT DOOR EGRESSES AND LADDER ACCESSES.20. APPLY DOUBLE SIDED BUTYL TAPE TO ALL SURFACES PRIOR TO THE
INSTALLATION OF TERMINATION BAR OR SURFACE MOUNTED COUNTERFLASHING.
0
REF:SCALE: 1/16" = 1'-0"A203
16'8' 32'
1 RENOVATION ROOF PLAN
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ARCHITECT -
Th
e P
rofe
ssio
na
l A
rchite
cts se
al a
nd
sig
natu
re a
ffixe
d to
th
is sh
ee
t a
pp
lie
s o
nly to
th
e m
ate
ria
l an
d in
fo
rm
atio
n sh
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n on
th
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sh
ee
t. A
ll d
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in
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stru
me
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th
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do
cu
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nts n
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is se
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t
be co
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b
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th
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te
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be
sig
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dig
ita
lly. If n
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ita
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na
tu
re
is a
tta
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ed to
th
is file
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edia
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41
0 S
OV
ER
EIG
N C
OU
RT
#
18
MA
NC
HE
ST
ER
, M
O 6
30
11
(6
36
)-3
91
-21
85
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
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IS
SO
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52
11
- A
BN
R, C
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MIS
TR
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DD
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N, T
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WB
RID
GE
TR
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BR
ID
GE
R
EN
OV
AT
IO
N P
LA
N
A-302
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ARCHITECT -
The P
rofessional A
rchitects seal and
signature affixed to this sheet applies only to
the m
aterial and inform
ation show
n on this
sheet. A
ll draw
ings, instrum
ents, or other
docum
ents not exhibiting this seal shall not
be considered prepared by this architect, and
this architect expressly disclaim
s any and all
responsibility for such plans, draw
ings, or
docum
ents not exhibiting this seal.
This D
ocum
ent is intended to be signed
digitally. If no digital signature is attached to
this file, this m
edia should not be considered
a certified docum
ent.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
ULT
AN
TS
, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
LO
CA
TIO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
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MIS
TR
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DD
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IO
N, T
RO
WB
RID
GE
AB
NR
D
ET
AIL
S
A-401
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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
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lie
s o
nly to
th
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ate
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in
fo
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Th
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te
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to
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ne
d
dig
ita
lly. If n
o d
ig
ita
l sig
na
tu
re
is a
tta
ch
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to
th
is file
, th
is m
ed
ia
sh
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n
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OF14
RM
T R
OO
FIN
G A
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WA
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RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 6
52
11
- A
BN
R, C
HE
MIS
TR
Y A
DD
IT
IO
N, T
RO
WB
RID
GE
AB
NR
D
ET
AILS
A-402
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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
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win
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stru
me
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all n
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th
is a
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ch
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la
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te
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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
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d d
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me
nt.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
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AT
IO
NS
- R
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LA
CE
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CO
LU
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- A
BN
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MIS
TR
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RID
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AB
NR
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AILS
A-403
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ARCHITECT -
The P
rofessional A
rchitects seal and
signature affixed to this sheet applies only to
the m
aterial and inform
ation show
n on this
sheet. A
ll draw
ings, instrum
ents, or other
docum
ents not exhibiting this seal shall not
be considered prepared by this architect, and
this architect expressly disclaim
s any and all
responsibility for such plans, draw
ings, or
docum
ents not exhibiting this seal.
This D
ocum
ent is intended to be signed
digitally. If no digital signature is attached to
this file, this m
edia should not be considered
a certified docum
ent.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
LO
CA
TIO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 65211
- A
BN
R, C
HE
MIS
TR
Y A
DD
IT
IO
N, T
RO
WB
RID
GE
CH
EM
IS
TR
Y A
DD
IT
IO
N D
ET
AIL
S
A-501
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ARCHITECT -
The P
rofessional A
rchitects seal and
signature affixed to this sheet applies only to
the m
aterial and inform
ation show
n on this
sheet. A
ll draw
ings, instrum
ents, or other
docum
ents not exhibiting this seal shall not
be considered prepared by this architect, and
this architect expressly disclaim
s any and all
responsibility for such plans, draw
ings, or
docum
ents not exhibiting this seal.
This D
ocum
ent is intended to be signed
digitally. If no digital signature is attached to
this file, this m
edia should not be considered
a certified docum
ent.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
41
0 S
OV
ER
EIG
N C
OU
RT
#
18
MA
NC
HE
ST
ER
, M
O 6
30
11
(6
36
)-3
91
-2
18
5
CP190861
VA
RIO
US
LO
CA
TIO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 65211
AB
NR
, C
HE
MIS
TR
Y A
DD
IT
IO
N, T
RO
WB
RID
GE
CH
EM
IS
TR
Y A
DD
IT
IO
N D
ET
AIL
S
A-502
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
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.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
ULT
AN
TS
, IN
C.
410 S
OV
ER
EIG
N C
OU
RT
#18
MA
NC
HE
ST
ER
, M
O 63011
(636)-391-2185
CP190861
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 6
52
11
AB
NR
, C
HE
MIS
TR
Y A
DD
IT
IO
N, T
RO
WB
RID
GE
CH
EM
IS
TR
Y A
DD
IT
IO
N D
ET
AIL
S
A-503
ARTHUR DOERR BOND
Mo.# A-6301
PROJECT NUMBER
SHEET
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
ARCHITECT -
The P
rofessional A
rchitects seal and
signature affixed to this sheet applies only to
the m
aterial and inform
ation show
n on this
sheet. A
ll draw
ings, instrum
ents, or other
docum
ents not exhibiting this seal shall not
be considered prepared by this architect, and
this architect expressly disclaim
s any and all
responsibility for such plans, draw
ings, or
docum
ents not exhibiting this seal.
This D
ocum
ent is intended to be signed
digitally. If no digital signature is attached to
this file, this m
edia should not be considered
a certified docum
ent.
OF14
RM
T R
OO
FIN
G A
ND
WA
TE
RP
RO
OF
IN
G
CO
NS
UL
TA
NT
S, IN
C.
41
0 S
OV
ER
EIG
N C
OU
RT
#
18
MA
NC
HE
ST
ER
, M
O 6
30
11
(6
36
)-3
91
-2
18
5
VA
RIO
US
L
OC
AT
IO
NS
- R
EP
LA
CE
R
OO
FS
CO
LU
MB
IA
, B
OO
NE
C
OU
NT
Y, M
IS
SO
UR
I 6
52
11
AB
NR
, C
HE
MIS
TR
Y A
DD
IT
IO
N, T
RO
WB
RID
GE
TR
OW
BR
ID
GE
D
ET
AIL
S
A-601
ARTHUR DOERR BOND
Mo.# A-6301