mobile aasf #3 act of nature (aon) repairs
TRANSCRIPT
MOBILE AASF #3 ACT of NATURE (AoN) REPAIRS
MOBILE, ALABAMA
VICINITY MAP
PROJECT INFORMATION
GENERAL NOTES
1. DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN ARE
GRAPHIC AND TEXT REPRESENTATIONS INTENDED TO ESTABLISH THE FULL
SCOPE OF THIS PROJECT AND THE FULL CONTRACTUAL OBLIGATION OF THE
GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN, IMPLIED, AND
SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S ULTIMATE
RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK OF ALL TRADES
TO ENSURE ALL MATERIALS AND WORK REQUIRED BY THE CONTRACT
DOCUMENTS ARE INCLUDED IN THE GENERAL CONTRACTOR'S PROPOSAL AND
ARE ULTIMATELY FURNISHED AND INSTALLED IN THE FINISHED PRODUCT,
WHETHER EXPLICIT OR IMPLIED BY THESE DOCUMENTS.
2. THE FOLLOWING PRIORITIES ARE ESTABLISHED WITH REFERENCE TO DISCIPLINE
COORDINATION:
A. ALL PLUMBING WORK AND INSTALLATION SHALL BE COORDINATED FULLY TO
AVOID CONFLICTS.
B. NO TRADE WILL TAKE UNNECESSARY ADVANTAGE OF AVAILABLE PLENUM
SPACE OVER OTHER TRADES. RELOCATION OF ANY ITEMS VIOLATING THIS
PRINCIPLE SHALL BE AT THE TRADES' EXPENSE.
C. ALL STRUCTURAL DESIGN & DETAILING SHALL GOVERN OVER
ARCHITECTURAL GRAPHIC REPRESENTATION WHERE APPLICABLE.
3. COORDINATE PIPING WITH STRUCTURAL AND PLUMBING. MAKE OFFSETS AND
TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ADDITIONAL
EXPENSE TO THE OWNER. COORDINATE ALL PIPING AND SERVICES WITH
FOUNDATION, STRUCTURAL, ETC.
4. COORDINATE ALL REVIEWS OF WORK IN PLACE PRIOR TO CONCEALMENT OF
ALL: INTERIORS, ENGINEERING & LAYOUT ASSETS, AND EXTERIOR WORK W/ A/E.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR
WITH THE CONTRACT DOCUMENTS APPLICABLE TO THIS PROJECT PRIOR TO
CONSTRUCTION. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY
AND BOTH DOCUMENTS SHALL BE BINDING.
6. THE CONTRACTOR IS TO MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS AT
THE JOB SITE. AS-BUILTS SHALL BE AVAILABLE FOR FIELD OBSERVATION BY THE
ARCHITECT, ENGINEER AND OWNER.
7. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED TO SHOW
ALL POSSIBLE CONDITIONS, PROCEDURES, OR METHODS OF CONSTRUCTION. IT
IS INTENDED THAT A COMPLETE BUILDING BE PROVIDED WITH ALL NECESSARY
EQUIPMENT, APPURTENANCES, CONTROLS AND COMPLETELY COORDINATED
WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL
BE STRICTLY CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A
COMPLETE RE-ROOFING & REPAIR IN ACCORDANCE WITH ALL APPLICABLE
CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS. ALL ITEMS,
SYSTEMS, ETC. OUTLINED HEREIN SHALL BE FURNISHED WITHOUT INCURRING
ANY ADDITIONAL COST TO THE CONTRACT. CAREFULLY REVIEW ALL CONTRACT
DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP
DRAWINGS.
8. THE CONTRACTOR SHALL VERIFY ON THE SITE ALL DIMENSIONS. EQUIPMENT
LOCATIONS AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT PROMPTLY, IN
WRITING, IN THE EVENT OF ANY DISCREPANCIES. CONTRACTOR SHALL CHECK
AND COORDINATE ALL DIMENSIONS PRIOR TO PROJECT LAYOUT. CONFIRM
EXISTING CONDITIONS WILL ACCOMMODATE DIMENSIONAL CRITERIA INDICATED
FOR NEW WORK, CONSTRUCTION, AND INSTALLATION. THIS CONFIRMATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE TO FACE OF STUD AT INTERIOR
STUD WALLS, TO FACE OF CONCRETE OR MASONRY WALLS AT EXISTING
EXTERIOR WALLS, TO THE CENTERLINE OF COLUMNS AND FACE OF COLUMN
FINISH, UNLESS OTHERWISE NOTED. NOTATION ON PLANS TO PROVIDE A
"CLEAR" MINIMUM DIMENSION SHALL INCORPORATE THE FINAL FINISH
THICKNESS.
10.DO NOT SCALE DRAWINGS IF DIMENSIONS ARE IN QUESTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM
THE ARCHITECT BEFORE CONTINUING WITH WORK.
11.THE CONTRACTOR IS REQUIRED TO REVIEW THE ENTIRE SET OF CONTRACT
DOCUMENTS TO NOTE AREAS OF WORK IN THE TRADE ON SHEETS
TRADITIONALLY NOTED AS WORK OF OTHER TRADES, I.E. THE REQUIREMENT
OF PROVIDING POWER TO MECHANICAL OR OTHER EQUIPMENT SHOWN
ELSEWHERE IN THE CONTRACT DOCUMENTS AND NOT ON THE ELECTRICAL
DRAWINGS. THE ARCHITECT IS AVAILABLE TO ASSIST IN COORDINATING THESE
ITEMS.
12.SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS(S) AND OR
SPECIFICATION(S) OR SHOULD CONFLICTING INFORMATION BE FOUND THEREIN,
THE CONTRACTOR WILL BE DEEMED TO HAVE ESTIMATED ON THE MORE
EXPENSIVE WAY OF DOING THE WORK INVOLVED UNLESS HE SHALL HAVE
ASKED FOR AND OBTAINED THE WRITTEN DECISION OF THE ARCHITECT,
BEFORE SUBMISSION OF HIS BID, AS TO METHOD, MATERIALS, OR EQUIPMENT
REQUIRED.
13.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUBCONTRACTORS WITH
COMPLETE DOCUMENTS INDICATING ALL REQUIREMENTS OF THEIR TRADE.
14.SMOKING SHALL NOT BE ALLOWED IN ANY OF THE BUILDINGS FOR THE ENTIRE
PROJECT.
15.THE LOCATION(S) OF CONTRACTOR(S) JOB TRAILERS, TEMPORARY OFFICES,
STORAGE CONTAINERS, LAY-DOWN AREAS, ETC. MUST BE APPROVED BY THE
OWNER PRIOR TO STARTING CONSTRUCTION.
STD STANDARD
KPL KICKPLATE
TREAD
SQUARE
SHEAR WALL
TROWELED CONTROL JOINT
SUSPENDED
TEMPERED (GLASS)
TO BE DETERMINED
TOWEL BAR
STORAGE
STRUCTURAL
TERRA COTTA
TYPICAL
TRANSOM
UNLESS NOTED OTHERWISE
UNDERCUT
TOILET PAPER HOLDER
VANITY BASE WIDTH
VAPOR BARRIER
TELEVISION OUTLET
VANITY BASE
VERTICAL
TOP OF WINDOW
TOP OF MASONRY
TOP OF FOUNDATION
THRESHOLD
TOP OF CONCRETE
TELEPHONE
THICK(NESS)
UNFINISHED
TONGUE & GROOVE
WINDOW
WIDE OR WASHING MACHINE
WIDE FLANGE
WALK-IN CLOSET
WATER HEATER
WATERPROOF
WATER RESISTANT
WAINSCOT
WALL TO WALL
WALL HUNG
WATER CLOSET
WELDED WIRE MESH
WROUGHT IRON
WATER SOFTENER
WITH OR WITHOUT
VINYL COMPOSITION TILE
VEGTABLE SINK
VINYL(SHEET)
N.G.V.D. NAT. GEODETIC VERTICAL DATOM
OA
OBS
O.C.
OH
OPT
OSB
O.G.D.
O.D.
OHC
OPNG
O
OVERHEAD GARAGE DOOR
ORIENTED STRAND BOARD
OPTIONAL
OVERHEAD CABINET
OUTSIDE DIAMETER
ON CENTER
OBSCURE (GLASS)
OVERHEAD
OVERALL
OPENING
W.S.
WWM
W.T.W.
WSCT
WF
WH
W.H.
WI
WP
WIN
W/ W/O
W.R.
WIC
K/S
MH
MIN
MM
MT
MMB
M.O.
MISC
MLD
MTL
MOD
MIR
MRB
N.I.C.
N/A
N.T.S.
NOM
MULL
NL
N
MOUNTED(ING)
NAILABLE
NOT TO SCALE
NOT APPLICABLE
NOT IN CONTRACT
MULLION OR MULLED
MARBLE
METAL
NOMINAL
MANHOLE
MODULAR
MOULDING
MISCELLANEOUS
MASONRY OPENING
MMB MEMBRANE
MILLIMETER
MINIMUM
MIRROR
VB
V
W
VERT
V.B.
VB#
WC
W
V.S.
V.C.T.
VIN
U
TV
TP
TR
T.O.W.
UC
UNF
TYP
U.N.O.
KNEE SPACE
TC
TEMP.
T.C.J.
THK
TEL
T.O.C.
THR
T.O.F.
T.O.M.
T&G
T
STR
STL
STOR
SQ
T
T.B.
T.B.D.
SUS
S.W.
RAILING
SIMILAR
SECTION
SHEATHING
SCHEDULE
ROD AND SHELF(S)
SMOKE DETECTOR
SQUARE FEET
SINGLE HUNG OR SHELF
SLIDING GLASS DOOR
(DRAWING) SHEET
REINFORCED JUNCTION BOX
RANGE W/ MICROWAVE
ROUGH OPENING
RIGHT OF WAY
SOLID CORE
SAFETY GLASS
ROOFING
SPACER
SIDELIGHT OR SLEEVE
SEALANT
STAINLESS STEEL
SPEAKER
SPECIFICATIONS
SKYLIGHT
G
BGA
G.B.
GD
GFI
GL
HB
G.I.
GT
G.D.O.
GL.BK.
G.C.
HD
HT
HR
H.D.
H.M.
HDW
H.R.
HORZ
H.C.
HDR
I.M.
HVAC
HWD
HTG
I.L.O.
INS / INSUL
HS
KD
KO
KIT
JST
INT
CABINET
C
CAB
CLOSET OR CENTER LINE
CALK(ING) CAULK(ING)
CATCH BASIN
CAST-IN-PLACE CONC.
CIRCUMFERENCE
CUBIC FOOT
CONTROL JOINT
CLEAR(ANCE)
CENTIMETER(S)
CONCRETE MASONRY UNIT
CLOSURE OR CLOSER
CK
CL
CLG
CM
CLS
CMU
CLR
CEILING
CHAM
CIRC
C.I.P. CONC.
CEM
C.B.
C.J.
CF
C.I.
CIR
CER
CEMENT
CHAMFER
CIRCLE
CERAMIC
CAST IRON
JT
J
K
I.B.
I.D.
I
36" WIDE BASE CAB.
BI-FOLD (DOOR)
BI-PASS (DOOR)
BLOCK (CMUs)
BITUMINOUS
BENCH MARK
BOTH SIDES
BOTH WAYS
BP
BSMT
BTWN
BRK
BRG
B.W.
BVL
B.S.
BOT
BEARING
BRICK
BEVELED
BOTTOM
BETWEEN
BASEMENT
BLKG
BLDG
BLKG
BD
B36
BM
B.M.
BIT.
BLK
BF
BOARD
BUILDING
BEAM
BLOCKING
BLOCKING
H
H
R.O.W.
HORIZONTAL
HEATING/VENTILATING/AIR COND.
INSULATED(TION)
INSULATED METAL
KNOCKOUT
KNOCKDOWN
JOINT
KITCHEN
JOIST
INTERIOR
HARDWOOD
INSIDE DIAMETER
HORIZONTAL SLIDER
HALF ROUND
IRONING BOARD
IN LIEU OF
HOUR
HEATING
SIM
SHT
SHTHG
SL
SPEC
SPK
S.ST.
SNT
SPC
SKL
S
SC
R&S
SH
S.F.
SD
SF.GL.
SEC
S.G.D.
SCH
GROUND FAULT INTERRUPTER
HEAT DETECTOR OR HEAVY DUTY
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEAD OR HARD
HIGH
HEADER
HEIGHT
GLASS BLOCK
GALVANIZED IRON
GYPSUM BOARD
GENERAL CONTRACTOR
GLASS OR GLAZING
GARAGE DOOR OPENER
GRADE OR GRADING
GAUGE
GROUT
RWL
RLG
R.O.
R&M
R.J.B.
RFG
FS
FUR
FTG
A
A/C AIR CONDITIONING
AIR HANDLING UNIT
ACCESS PANEL
ALTERNATE
AGGREGATE
ADJUSTABLE
ABOVE FINISH FLOOR
AREA DRAIN
ACOUSTICAL TILE (CLG)
ASPHALT TILE
APPROXIMATE
AUTOMATIC
ARCHITECT(URAL)
ALT
ALUM
ARCH.
ASPH
AUTO.
AWNG
A.P.
A.T.
AVG
APX
ALUMINUM
AVERAGE
AWNING
ASPHALT
ACC
AGG
A.H.U.
AC.T.
AFF
A.D.
ADD
ADH
ADJ
ACCESS
ADHESIVE
ADDENDUM
ANCHOR BOLT
ABV
A.B.
ABOVE
FULL SIZE
FURRED(ING)
FOOTING
ROOF WATER LEADER
F.V. FIELD VERIFY
E
ELECTRIC WATER COOLER
ELECTRIC(AL)
ELECTRICAL PANEL
EACH FACE
EXPANSION JOINT
EXT EXTERIOR
E.W.C.
ELEC
E.J.
EL
E.F.
EQ
E.P.
EXH
EXG
EST ESTIMATE
EXISTING
EXHAUST
EQUAL
ELEVATION
DAMP-PROOFING
DRAWER STACK
DRYER MACHINE
DOWNSPOUT
DRINKING FOUNTAIN
DEAD LOAD
DOUBLE HUNG
DEPRESSED
DISH WASHER
DRY
DWG
DS
D/S
EA
DW
EB
DWR
DTL
D.T.
DETAIL
DRAWING
DRAWER
EYEBROW
EACH
DRAIN TILE
DIAM
D.F.
DEP
DET
DN
DR
DIM
D.L.
D.P.
DH
DETAIL
DOWN
DOOR
DIMENSION
DIAMETER
CORRUGATED
CERAMIC TILE
CONNEXTION
CENTER OR COUNTER
CONTRACTOR
CAST STONE
CUBIC YARD
DECORATIVE
DRYER, OR DRAIN
DEMOLISH, DEMOLITION
C.ST.
DECO
CX
C.T.
CTR
D
CY
D
DEM
DBL
12"D 12" DEEP
DOUBLE
CONTR
CSMT
C OR CPT
CORR
CPR
CRS
CARPET
COPPER
CASEMENT
COURSE(S)
F.D.
F.B.
F.B.O.
FAS
F.E.
F
FURNISHED BY OTHERS
FIRE EXTINGUISHER
FLOOR DRAIN
FASTEN(ER)
FACE BRICK
DESIGN TEAM CONTACTS
OWNER : ARMORY COMMISSION OF ALABAMA
MONTGOMERY, ALABAMA
CFMO POINT OF CONTACT
ERIC HOLT
FACILITY MOBILE ARMY AVIATION
ADDRESS: SUPPORT FACILITY (AASF) #3
9055 TANNER WILLIAMS ROAD
MOBILE, AL 36615
CONC CONCRETE
(AC) CONDENSER
CONTINUOUS
CONSTRUCTIONCONST
COND
CONT
CASED OPENING
COMBINATIONCOMB
COL
C.O.
COLUMN
F.G.
FN
FIN
F.F.
FGL
FLUR
FND
FLR
F.O.
FLG
FP
FR
FP
FPHB
FENCE
FOUNDATION
FIRE PROOF
FIREPLACE
FIRE PROOF HOSE BIBB
FACE OF
FRAME
FLASHING
FLOURESCENT
FIBERGLASS
FINISH FLOOR
FIXED GLASS
FLOOR
FINISH
L.L.
L.T.
L.P.
LVL
L.B.O.
LAV
LTL
LIV
LAM.
MC
MATL
MECH
MFR.
MAS
MAX
LVR
M
M
LT
L
MECHANICAL
MANUFACTURER
LAUNDRY TUB
VENNER LUMBER
MATERIAL
MASONRY
MEDICINE CABINET
LINTEL
METER(S)
MAXIMUM
LOUVER
LAMINATE(D)
LAVATORY
LOCATION BY OTHERS
LIVE LOAD
LAMINATED PLASTIC
LIGHT
LIVING
RADIUS
RUBBLE
RISER
ROOF DRAIN
REQUIRED
RESILIENT
REFRIGERATOR
REVISION, REVISED
QUARRY TILE
RETURN AIR
RUBBER BASE
REINFORCED(ING)
REQ
REV
RES
REINF
Q
R
Q.T.
R
R.B.
R/A
RBL
REF
RAD
R.D.
ABBREVIATIONS
DOOR MARK
WINDOW MARK
ROOM FINISH MARK
LOUVER MARK
DETAIL
INTERIOR
ELEVATION
SECTION
MARKER
BRACKET MOUNTED
FIRE EXTINGUISHER
LARGE SCALE PLAN OR
DETAIL ENLARGEMENT
FINISH FLOOR
ELEVATION
FINISH GRADE
ELEVATION
BEARING
ELEVATION
DETAIL NO.
DWG. NO.
ELEV. NO.
DWG. NO.
SECT. NO.
DWG. NO.
B.F.E.
F.F.=
F.E.C.
ARCHITECTURAL SYMBOLS
FIRE EXTINGUISHER
CABINET
PLATE
PARALLEL
PERIMETER
PEDESTAL (SINK)
PARTICLE BOARD
PLASTER
PLASTIC LAMINATE
PARKING
PORCELAIN ENAMEL
PRECAST CONCRETE
P
P.BD.
P.E.
PCC.
PL
PERI
PLAS
P.LAM.
PKG
PED
PAR
PAIR
PAINT
PANEL
POUNDS PER SQUARE FOOT
PREFABRICATED
PAVE(D) OR PAVING
PLYWOOD
PARTITION
PRESSURE TREATED
POLYVINYL CHLORIDE (PIPE)
PAVEMENT
POUNDS PER SQUARE INCH
PSF
PREFAB
PR
PV
PVMT
PVC
PWD
PTN
P.T.
PSI
PNL
PNT
PORCELAIN TILEP. TILE
STEEL
INDEX OF DRAWINGSSEQ.
NO.
DWG. NO SHEET TITLE
1 T1.1COVER, INDEX, LEGENDS, & NOTES
BID ITEM A - HANGAR BUILDING
2 BI.A/A1.1
HANGAR FLOOR PLAN
3 BI.A/A2.1
HANGAR EXTERIOR ELEVATIONS
4 BI.A/A3.1
HANGAR REFLECTED CEILING PLAN
5 BI.A/A4.1
HANGAR ROOF PLAN
6 BI.A/A5.1
HANGAR DETAILS
7 BI.A/A5.2
HANGAR DETAILS
8 BI.A/MP1.1
HANGAR HVAC & PLUMBING ROOF PLAN
BID ITEM B - OPERATIONS BUILDING
9 BI.B/A1.1
OPERATIONS BUILDING FLOOR PLAN
10 BI.B/A2.1
OPERATIONS BUILDING EXTERIOR ELEVATIONS
11 BI.B/A3.1
OPERATIONS BUILDING REFLECTED CEILING PLAN
12 BI.B/A4.1
OPERATIONS BUILDING ROOF PLAN
13 BI.B/MP1.1
OPERATIONS BUILDING HVAC & PLUMBING ROOF PLAN
16.CONTRACTOR SHALL PROTECT TO THE GREATEST EXTENT POSSIBLE EXISTING
ITEMS TO REMAIN FROM DAMAGE THROUGHOUT THE ENTIRE DURATION OF THE
PROJECT.
17.THE CONTRACTOR SHALL VERIFY ON THE SITE ALL EQUIPMENT LOCATIONS
AND EXISTING CONDITIONS. NOTIFY THE ARCHITECT PROMPTLY, IN WRITING, IN
THE EVENT OF ANY DISCREPANCIES.
18.THE CONTRACTOR IS REQUIRED TO REVIEW THE ENTIRE SET OF CONTRACT
DOCUMENTS TO NOTE AREAS OF WORK AND COORDINATE DEMOLITION
REQUIREMENTS WITH ALL TRADES.
19.THE CONTRACTOR SHALL MAINTAIN SAFE WORKSITE CONDITIONS AND
METHODS OF EGRESS AND CIRCULATION DURING ENTIRE PROJECT.
20. DISCONNECT ALL UTILITIES AS INDICATED ON PLANS AND PER DEMOLITION
NOTES .
21. OWNER WILL NOT RETAIN SALVAGEABLE MATERIAL. SUCH MATERIAL SHALL BE
RECYCLED AT THE DISCRETION OF THE GENERAL CONTRACTOR AND
INCORPORATED INTO BASE BID.
ARCHITECT: JMR+H ARCHITECTURE, P.C.
445 DEXTER AVENUE
SUITE 5050
MONTGOMERY, AL 36104
T: (334) 420-5672
F: (334) 420-5692
CONTACT: MIKE RUTLAND, AIA
ROBERT GARRIS, AIA
*
SITE
ORDER OF BID ITEMS
BID ITEM - A: COMPLETE INSTALLATION OF ROOFING & REPAIRS TO BUILDING
ENVELOPE OF THE HANGAR BUILDING AT AASF#3 PER THE
DRAWINGS & SPECIFICATIONS
ALTERNATE A1: COMPLETE INSTALLATION OF VERTICALLY MOUNTED PRE-FINISHED
METAL WALL PANELS AT THE HANGAR BUILDING OF AASF#3 ON THE
EAST AND WEST SIDES ONLY PER THE DRAWINGS &
SPECIFICATIONS
BID ITEM - B: COMPLETE INSTALLATION OF ROOFING & REPAIRS TO THE
OPERATIONS BUILDING @ AASF#3 PER DRAWINGS &
SPECIFICATIONS.
PLUMBING &
MECHANICAL:WHORTON ENGINEERING, INC.
25 SUMMERALL GATE ROAD,
BLDG. 2120
ANNISTON, AL 36205
COVER, INDEX,
LEGENDS, &
NOTES
T1.1
1
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
DOOR POCKET
STORAGE
CORRIDOR
CRASH
RESCUE VEHICLE
COMPONENT
CLEANING
AREA
ARMAMENT
SUBSYSTEM
SHOP
ARMS
VAULT
MECH/ ELEC.
ROOM
CORRIDOR
NIGHT VISION
SHOP
JANITOR
NICAD
BATTERY
ROOM
ELECTRICAL
SHOP
FLOAT
SHOP
DOOR POCKET
STORAGE
DOOR POCKET
STORAGE
DOOR POCKET
STORAGE
PROP &
ROTOR SHOP
MECH/ ELECT.
EQUIPMENT
ENGINE INSPECTION
& REPAIR
HYDRAULICS
SHOP
NON-DESTRUCTIVE
INSPECTION
CORRIDOR
SUPPLY TECH.
SUPERVISOR
REPAIR PARTS/
SPECIAL TOOLS
LOADING
DOCK
MENS
TOILET
MENS
SHOWER
MENS
LOCKER
BREAK
ROOM
CORRIDOR
CO
RR
ID
OR
JAN.
WOMENS
TLT./ SHWR
WOMENS
LOCKERSMECH.
ELECT.
TECHNICAL
PUBLICATIONS
FIRE EQUIP.
PUMP ROOM
FAC. MAINT.
STORAGE
RCAS SUPPORT/
AUTOMATION
CLERK
CORRIDOR
A/C MECH.
SUPERVISOR
MAINT.
TEST PILOT
ENTRY
LOBBY
PRODUCTION
CONTROLLER
SCALE:3/32"=1'-0"
HANGAR FLOOR PLAN
N
1
2
3
4
HANGAR
BAY
ACCESSORY
EQUIPMENT
101
FLAMMABLE STORAGE/
BULK STORAGE
105
PAINT
SHOP
106
SUPER. MAINT.
TEST PILOT
102
AVIONICS &
INSTRUMENT
SHOP
103
WELDING
SHOP
104
1
2
22
2 2
1
2
1
1
1
1
1
2
1
2
1
2
1
3
2
5
4
1
2
2
1
1
2
2
A
6
A
SCALE:
A
A1.1
3"=1'-0"
ALTERNATE HEAD DETAIL EAST & WEST SIDES ONLY
SCALE:
B
A1.1
3"=1'-0"
ALTERNATE SILL DETAIL EAST & WEST SIDES ONLY
EXISTING METAL PANEL TO
REMAIN
NEW 2" PRE-FINISHED
INSULATED METAL WALL
PANELS
EXISTING METAL FRAMING
TO REMAIN
PRE-FINISHED METAL
FLASHING
NEW 2" PRE-FINISHED
INSULATED METAL WALL
PANELS
PRE-FINISHED METAL
FLASHING
EXISTING METAL PANEL TO
REMAIN
EXISTING WINDOW TO REMAIN
SEALANT
EXISTING METAL PANEL TO
REMAIN
NEW 2" PRE-FINISHED
INSULATED METAL WALL
PANELS
EXISTING METAL FRAMING
TO REMAIN
EXISTING WINDOW TO REMAIN
PRE-FINISHED METAL
FLASHING/TRIM
EXISTING METAL
FLASHING/TRIM
HANGAR
FLOOR PLAN
BI.A/A1.1
2
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
PLAN LEGEND
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
DETAIL KEY
ROOM FINISH MARK
2
WORK NOTE MARK
A
ROOF WORK NOTE MARK.
SEE ROOF PLAN
1PHOTO KEY
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
SCALE:
EAST ELEVATION
1/8"=1'-0"
E
E E E E E
G
E
E
GG G G
E
E
A A
A
A
AA
3
3
3
3
3
3
3
3
3
3
33
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
E E E E
EE
A1.1
A
ALT. TYP
A1.1
B
ALT. TYP
A5.1
B-1
ALT. TYP
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS
SCALE:
NORTH ELEVATION
1/8"=1'-0"
E
E
E
E
E
3 3
3
3
3
3
3 3 3 3
3
3
4
3
4
A5.2
N
A5.1
C
A5.1
G
A5.1
G
A5.1
D,E
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS
SCALE:
WEST ELEVATION
1/8"=1'-0"
E E E E E
EEEE
E
E
E
E
E
A
A A
A
A
3
3
3
3
3
3
3
3
3
3
3 3
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
A5.1
B
A5.1
A
A5.2
H
A1.1
A
ALT. TYP
A1.1
B
ALT. TYP
A5.1
B-1
ALT. TYP
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS
SCALE:
SOUTH ELEVATION
1/8"=1'-0"
E
E
E
E
3 3
33
3
33
3 3
3
3
3
4
3
4
A5.2
N
A5.1
G
A5.1
G
A5.1
C
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS
TPO MEMBRANE. SEE
SPECS AND DETAILS HANGAR
EXTERIOR
ELEVATIONS
BI.A/A2.1
3
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
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/2
02
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
EXISTING TO REMAIN
1
DENOTES DEMOLITION WORK
SCHEDULE NOTE KEY
EXISTING TO BE REMOVED
GENERAL DEMOLITION NOTES
DEMOLITION LEGEND
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
1. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL MAKE A
DETAILED INVESTIGATION OF THE SITE PRIOR TO STARTING WORK
TO ENSURE THAT THE FULL SCOPE FOR THE DEMOLITION IS
DOCUMENTED. THE ELEMENTS OUTLINED AND IDENTIFIED ON THE
DEMOLITION DRAWINGS (ALL DISCIPLINES) ARE GENERAL IN NATURE
& ARE NOT INTENDED TO ESTABLISH OR IMPLY THE COMPLETE
DEMOLITION SCOPE. ALL NECESSARY PROCEDURES, TECHNIQUES,
MATERIALS AND PRODUCTS TO COMPLETE ALL DEMOLITION
REQUIRED TO ACCOMMODATE ALL NEW CONSTRUCTION SHALL BE A
PART OF THIS CONTRACT. ALL MECHANICAL, PLUMBING &
ELECTRICAL DEMOLITION SHALL BE INCLUDED IN THEIR RESPECTIVE
SCOPE OR AS COORDINATED FOR COMPLETION BY THE
CONTRACTOR IN THE GENERAL PROJECT SCOPE.
2. GENERAL CONTRACTOR SHALL DISPOSE OF AND OR SALVAGE ALL
EXISTING DEMOLISHED MATERIALS, EQUIPMENT, FIXTURES, ETC.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL DISPOSITION
OF ANY DEMOLISHED, SALVAGED ITEM. NO ITEM IS TO REMAIN ON
THE SITE. ANY AND ALL DEMOLISHED OR SALVAGED ITEMS
REQUIRING SENSITIVE DISPOSAL SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. FINAL VERIFICATION WITH OWNERS
REPRESENTATIVE AT PRE-BID CONFERENCE PRIOR TO REMOVAL AS
TO WHICH MIGHT BE REQUIRED TO BE SALVAGED TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PATCHING AND
REPAIR OF ANY FINISHES OR BUILDING COMPONENTS INCLUDING
BUT NOT LIMITED TO WALLS, CEILINGS, TRIM, FLOORS ETC. DAMAGED
BY THE CONTRACTOR OR HIS SUBS DURING THE PROCESS OF THE
WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL
BECOME FULLY AWARE OF THE SCOPE OF DEMOLITION AND ITS
EFFECT ON BUILDING SYSTEMS TO REMAIN OR TO BE CONSTRUCTED
SO AS TO ANTICIPATE ANY PATCHING OR REPAIR REQUIRED TO
COMPLETE THE PROJECT AS OUTLINED IN THE CONSTRUCTION
DOCUMENTS.
4. A DEMOLITION/ CUTTING/ PATCHING PRE-WORK CONFERENCE WILL
BE HELD TO ENSURE THAT ALL DEMOLITION / CUTTING IS
COORDINATED TO ENSURE ALL TRADES MAINTAIN THE INTEGRITY OF
THE EXISTING STRUCTURE AND REPORT TO AND CONSULT WITH THE
ARCHITECT IF ANY DEMOLITION PROCESS APPEARS THAT IT MIGHT
NEGATIVELY AFFECT THE INTEGRITY OF THE EXISTING STRUCTURE.
5. GENERAL CONTRACTOR SHALL BE AWARE THE EXISTING BUILDING IS
TO REMAIN OCCUPIED DURING CONSTRUCTION. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL
EXISTING MATERIALS AND FINISHES THAT ARE TO REMAIN INCLUDING
BUILDING CONTENTS. MAINTAIN EXISTING BUILDING IN A WEATHER
TIGHT CONDITION AT ALL TIMES. INSURE ALL BUILDING REQUIRED
EXITS ARE PROTECTED AND REMAIN CLEAN AT ALL TIMES.
CONTRACTOR WILL FURNISH OVERHEAD PROTECTION AS REQUIRED.
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
DOOR POCKET
STORAGE
CORRIDOR
CRASH
RESCUE VEHICLE
COMPONENT
CLEANING
AREA
ARMAMENT
SUBSYSTEM
SHOP
ARMS
VAULT
MECH/ ELEC.
ROOM
CORRIDOR
NIGHT VISION
SHOP
JANITOR
NICAD
BATTERY
ROOM
ELECTRICAL
SHOP
FLOAT
SHOP
DOOR POCKET
STORAGE
DOOR POCKET
STORAGE
DOOR POCKET
STORAGE
PROP &
ROTOR SHOP
MECH/ ELECT.
EQUIPMENT
ENGINE INSPECTION
& REPAIR
HYDRAULICS
SHOP
NON-DESTRUCTIVE
INSPECTION
CORRIDOR
SUPPLY TECH.
SUPERVISOR
REPAIR PARTS/
SPECIAL TOOLS
LOADING
DOCK
MENS
TOILET
MENS
SHOWER
MENS
LOCKER
BREAK
ROOM
CORRIDOR
CO
RR
ID
OR
JAN.
WOMENS
TLT./ SHWR
WOMENS
LOCKERS
MECH.
ELECT.
TECHNICAL
PUBLICATIONS
FIRE EQUIP.
PUMP ROOM
FAC. MAINT.
STORAGE
RCAS SUPPORT/
AUTOMATION
CLERK
CORRIDOR
A/C MECH.
SUPERVISOR
MAINT.
TEST PILOT
ENTRY
LOBBY
PRODUCTION
CONTROLLER
HANGAR
BAY
ACCESSORY
EQUIPMENT
101
FLAMMABLE STORAGE/
BULK STORAGE
105
PAINT
SHOP
106
SUPER. MAINT.
TEST PILOT
102
AVIONICS &
INSTRUMENT
SHOP
103
WELDING
SHOP
104
1
1
1
1
1
1111 1
SCALE:
HANGAR REFLECTED CEILING PLAN
1/8"=1'-0"
5
HANGAR
REFLECTED
CEILING PLAN
BI.A/A3.1
4
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/3
/2
02
1 @
3
:4
8P
MF
IL
E N
AM
E: W
:\JM
RH
P
ro
je
cts 2
02
1\2
1-1
08
9 M
ob
ile
A
AS
F #
3 A
ct o
f N
atu
re
(A
oN
) R
ep
airs\B
I.A
A
3.1
H
an
ga
r R
CP
.d
wg
S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
PLAN LEGEND
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
DETAIL KEY
ROOM FINISH MARK
2
WORK NOTE MARK
A
ROOF WORK NOTE MARK.
SEE ROOF PLAN
1PHOTO KEY
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
EXISTING ACOUSTICAL
CEILING TO REMAIN
DAMAGED CEILING TILE
TO BE REMOVED AND
REPLACED
EXISTING STEEL
DECKING / STEEL
SUPPORT MEMBERS
PAINTED
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLO
PE
SLO
PE
SLOPE
SLOPE
SLOPE
SLOPE
SCALE:
HANGAR ROOF PLAN
1/8"=1'-0"
G
G
J
J
J
F
J
F
F
J
F
F
F
F
F
F
F
F
F
F
F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
AAA
A A A
J
C
C
C
2
D
D
HH
H
H
H
H
H
HH
H
H
H
H
H
5
6
A5.1
C
A5.1
G
A5.1
A
A5.1
B
A5.1
D,E
A5.1
D,E
A5.1
F
A5.1
B
A5.1
A
A5.2
N
C
F
A5.1
E
LOW
E
E
E
A5.1
E
LOW
A5.1
E
LOW
A5.1
E
LOW
A5.1
D
HIGH
J
A5.2
M
TYP.
A5.2
M
TYP.
A5.2
M
TYP.
HIGH
A5.2
H
LOW
A5.2
H
LOW
HIGH
A5.1
G
HIGH
A5.1
C
HIGH
A5.1
C
A5.1
G
A5.1
E
LOW HIGH
A5.1
G
HIGH
A5.1
C
A5.1
D,E
A5.2
N
K
K
K
K
K
K
K
K
HANGAR ROOF
PLAN
BI.A/A4.1
5
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
GENERAL ROOFING NOTES
DETAIL KEY
A
ROOF WORK NOTE MARK
1PHOTO KEY
PLAN LEGEND
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
K GC TO REMOVE AND REINSTALL THE LIGHTNING PROTECTION
SYSTEM ON THE ROOF AND ALSO ANY OTHER
CABLES/SYSTEMS THAT ARE PENETRATING THE ROOF.
1. INSTALL NEW MECHANICALLY ATTACHED FLUTE FILLER
INSULATION, COVER BOARD, AND SINGLE PLY PVC ROOFING
MEMBRANE (SEE SPECIFICATIONS), AND ASSOCIATED METAL
FLASHING COMPONENTS OVER THE EXISTING ROOFING
SYSTEM. (DUE TO THE LOCATION OF THE FACILITY AND THE
NECESSITY FOR HIGH WIND RESISTANT ATTACHMENT A
"RHINO-BOND" OR SIMILAR SYSTEM FOR THERMALLY
ATTACHING THE NEW ROOF MEMBRANE TO THE FASTENER
PLATES THEREBY RESULTING IN THE DIRECT ATTACHMENT
OF THE MEMBRANE TO THE STRUCTURAL ROOF DECK
SYSTEM.
2. INSTALL NEW THRU-WALL COUNTER FLASHINGS AND
NECESSARY FRAMING AT ALONG THE BOTTOM OF THE
EXISTING METAL WALL PANELS.
3. REPLACE ALL EXISTING GUTTERS AND DOWNSPOUTS WITH
PRE-FINISHED METAL. GUTTERS SHALL UTILIZE A PROFILE
THAT ALLOWS FOR THE PROPER OVERFLOW OF THE
GUTTERS DURING EXTREME RAINFALL EVENTS.
4. REMOVE ANY ABANDONED ROOF CURBS AND RELOCATE ANY
CURBS / PENETRATIONS AWAY FROM VERTICAL WALL
PANELS.
5. INSTALL NEW FLEXIBLE TAPE / FABRIC AT ALL VERTICAL
JOINTS OF EXISTING WALL PANELS AND INSTALL NEW
ELASTOMERIC COATING OVER ALL METAL WALL PANELS.
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
DETAILS
BI.A/A5.1
6
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
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S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
3
5
8
" METAL
STUDS @
16" O.C.
3
5
8
" METAL STUDS
CONTINUOUS BOX
BEAM
3
5
8
" METAL STUDS
CONTINUOUS BOX
BEAM
NEW MECHANICALLY
ATTACHED FLUTE-FILLER
RIGID INSULATION BOARD
NEW COVER
BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE SPECS.
CLEAN & SEAL ALL EXTERIOR
METAL WALL PANELS &
APPLY NEW ELASTOMERIC
COATING WITH FABRIC
REINFORCEMENT.
SAWCUT EXISTING METAL
WALL PANELS TO A MINIMUM
OF 12" ABOVE NEW ROOFLINE
& INSTALL NEW PRE-FINISHED
METAL CLOSURE FLASHING
AT BOTTOM OF PANEL
MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE
ROOF FLASHING WITH
TERMINATION BAR
3
4
" CDX PLYWOOD
SCALE:
C
A5.13"=1'-0"
RAKE AT BRICK
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
SCALE:
A
A5.13"=1'-0"
EAVE AT BRICK
SCALE:
E
A5.13"=1'-0"
DETAIL
SCALE:
D
A5.13"=1'-0"
RAKE AT METAL PANEL
SCALE:
B
A5.13"=1'-0"
EAVE AT METAL PANEL
10
12
EXISTING METAL
ROOFING SYSTEM
NEW
5
8
" MINIMUM
COVER BOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
EXISTING RIDGE CAP
TO BE DEMOLISHED
SCALE:
F
A5.13"=1'-0"
RIDGE DETAIL
CLEAN AND SEAL ALL
EXTERIOR METAL WALL
PANELS & APPLY
ELASTOMERIC COATING
CLEAN AND SEAL ALL
EXTERIOR METAL WALL
PANELS & APPLY
ELASTOMERIC COATING
INSULATED METAL PANELS
TO REMAIN
NEW
5
8
" MINIMUM COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
NEW PRE-FINISHED
METAL GUTTER
NEW PRE-FINISHED
METAL DOWNSPOUT
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
SCALE:
G
A5.13"=1'-0"
RIDGE DETAIL
NEW 2X6 P.T. WOOD BLOCKING
NEW
1
2
" CDX BOARD
SLOPE
EXISTING METAL STUD FRAMING
NEW 2x6 FRT. NAILERS
NEW PRE-FINISHED METAL
FLASHING
EXISTING BRICK
VENEER
EXISTING CMU WALL
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
NEW 2x6 FRT. NAILERS
NEW PRE-FINISHED METAL
FLASHING
EXISTING BRICK
VENEER
EXISTING CMU WALL
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
SEALANT
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW PRE-FINISHED
METAL GUTTER
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
NEW 2x6 FRT. NAILERS
NEW PRE-FINISHED METAL
FLASHING
EXISTING METAL
BUILDING EAVE STRUT
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
EXISTING METAL
BUILDING FRAME
CLEAN & SEAL ALL EXTERIOR METAL WALL
PANELS & APPLY NEW ELASTOMERIC
COATING WITH FABRIC REINFORCEMENT.
SAWCUT EXISTING METAL
PANEL TO ACCOMMODATE
NEW BLOCKING FOR ROOF
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
NEW 2x6 FRT.
NAILERS
NEW PRE-FINISHED
METAL FLASHING
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
EXISTING CMU WALL
CLEAN & SEAL ALL EXTERIOR
METAL WALL PANELS &
APPLY NEW ELASTOMERIC
COATING WITH FABRIC
REINFORCEMENT.
SAWCUT EXISTING METAL
PANEL TO ACCOMMODATE
NEW BLOCKING FOR ROOF
EXISTING ROOF
INSULATION
LINE OF EXISTING METAL
PANEL TO REMAIN
2x6 FRT. WOOD
FASCIA WRAPPED
IN PRE-FINISHED
BREAK METAL W/
CONT. CLEAT
SCALE:
B-1
A5.13"=1'-0"
ALTERNATE EAVE DETAIL
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW PRE-
FINISHED METAL
GUTTER
NEW 2x8 FRT. WD.
FASCIA BLOCKING
WRAPPED IN PRE-
FINISHED BREAK
METAL
NEW 2x6 FRT.
NAILERS
NEW PRE-FINISHED
METAL FLASHING
EXISTING METAL
BUILDING EAVE STRUT
EXISTING STANDING
SEAM METAL ROOF
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
EXISTING METAL
BUILDING FRAME
EXISTING METAL PANEL TO REMAIN
SAWCUT EXISTING METAL
PANEL TO ACCOMMODATE
NEW BLOCKING FOR ROOF
NEW 2" PRE-FINISHED INSULATED
METAL WALL PANELS
NEW 2x FRT. WOOD
BLOCKING
EXISTING
INSULATION
SCALE:
D-1
A5.13"=1'-0"
ALTERNATE RAKE DETAIL
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW 2x8 FRT. WOOD
FASCIA BLOCKING
WRAPPED IN PRE-
FINISHED BREAK
METAL
NEW 2x6 FRT.
NAILERS
NEW PRE-FINISHED
METAL FLASHING
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
EXISTING CMU WALL
EXISTING METAL PANEL TO
REMAIN
SAWCUT EXISTING
METAL PANEL TO
ACCOMMODATE NEW
BLOCKING FOR ROOF
NEW 2" PRE-FINISHED
INSULATED METAL WALL
PANELS
NOTE: NO SURFACE
MOUNTED FLASHING
REGLET WILL BE
ALLOWED IN LIEU OF
THIS DETAIL.
EAST & WEST
SIDES ONLY
EAST & WEST
SIDES ONLY
5
1
2
"
4'-4
" +
/-
9
3
4
"
PRE-FINISHED
BREAK METAL
W/ CONT. CLEAT
DETAILS
BI.A/A5.2
7
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
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I.A
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wg
S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
SCALE:
H
A5.2
3"=1'-0"
DETAIL
NEW
5
8
" MINIMUM COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
SAWCUT EXISTING METAL WALL
PANELS TO A MINIMUM OF 12" ABOVE
NEW ROOFLINE & INSTALL NEW
PRE-FINISHED METAL CLOSURE
FLASHING AT BOTTOM OF PANEL
MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOF
FLASHING WITH TERMINATION BAR
3
4
" PRESSURE TREATED PLYWOOD
3
5
8
" METAL STUDS
CONTINUOUS BOX BEAM
NEW MECHANICALLY
ATTACHED FLUTE-FILLER
RIGID INSULATION BOARD
EXISTING STANDING
SEAM METAL ROOF
ASSEMBLY
SCALE:
J
A5.2
VTR DETAIL / OVERFLOW DRAIN
3" = 1'-0"
NOTES:
1. WHEN USING TPO MEMBRANE, BONDING
ADHESIVE IS NOT REQUIRED WHEN THE
FLASHING HEIGHT IS 12" OR LESS AND THE
MEMBRANE IS FASTENED "AS SHOWN" ON TOP
OF THE CURB. WHEN TERMINATION BAR IS
USED BENEATH THE COUNTER-FLASHING,
BONDING ADHESIVE CAN BE ELIMINATED WHEN
THE MEMBRANE HEIGHT IS 18" OR LESS.
2. APPLICABLE BONDING ADHESIVE FOR PVC OR
TPO. IN CASE OF TPO, GRIP ADHESIVE MAY
ALSO BE USED ON VERTICAL PORTION.
3. WHEN MECHANICAL FASTENERS ARE USED TO
PENETRATE THE METAL COUNTER-FLASHING,
USE EPDM WASHERS, APPLY WATER CUT-OFF
MASTIC UNDER THE COUNTER-FLASHING OR
CAULK THE FASTENER HEADS.
4. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT
EDGE SEALANT IS REQUIRED ON CUT EDGES OF
REINFORCED TPO MEMBRANE AND
RECOMMENDED ON CUT EDGES OF PVC
MEMBRANE.
5. REFER TO SPECIFICATIONS FOR ACCEPTABLE
FASTENERS AND PLATES.
6. MECHANICAL SECUREMENT MAY BE INSTALLED
INTO THE VERTICAL SUBSTRATE.
7. WHEN USING 60 MIL THICK CURB FLASHING,
THE INTERSECTIONS BETWEEN SPLICES MUST
OVERLAID WITH A THERMOPLASTIC COVER.
USE ONE CONTINUOUS
SHEET OF REINFORCED
THERMOPLASTIC MEMBRANE
TO WRAP AROUND CURB.
INSTALL
OUTSIDE
CORNERS
PER DETAIL
F/A9.1
THERMOPLASTIC
REINFORCED
MEMBRANE
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
5
CUT EDGE
SEALANT
HOT AIR WELD,
1-1/2" MIN.
4
6
METAL CAP OR
COUNTER-FLASHING
MAXIMUM 12"
O.C. FASTENER
SPACING
3
T-JOINT
COVER
7
APPLICABLE
BONDING
ADHESIVE
XX
XX
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
HOT AIR-WELD, 1-1/2"
MIN. BEYOND
FASTENING PLATES
THERMOPLASTIC
PRE-MOLDED PIPE
FLASHING
WATER CUT
OFF MASTIC
XX
XX
STAINLESS STEEL
CLAMPING RING
NOTES:
1. TEMPERATURE OF THE PIPE PENETRATION
MUST NOT EXCEED 140°F (60°C) WHEN USING
PVC AND 160°F (71°C) WHEN USING TPO
FLASHING.
2. PIPE SEAL MUST HAVE INTACT RIB AT TOP
EDGE, REGARDLESS OF PIPE DIAMETER.
3. INSTALL A MINIMUM OF 4 FASTENERS AND
PLATES AROUND THE PIPE, EQUALLY SPACED.
IF FASTENERS AND PLATES CANNOT BE
INSTALLED AS SHOWN, THEY MAY ALSO BE
POSITIONED OUTSIDE THE PIPE MAXIMUM 12"
(305mm) O.C. AND FLASHED WITH
THERMOPLASTIC REINFORCED
MEMBRANE/CUT-EDGE SEALANT.
4. FASTENERS AND PLATES ARE NOT REQUIRED
ON ADHERED SYSTEMS UNLESS PIPE DIAMETER
EXCEEDS 18" (457mm).
5. OVER FLOW DRAINS FLUSH WITH THE ROOF
WILL HAVE DRAIN FLASHING AS REQUIRED PER
THE ROOFING MANUFACTURER OVER FLOW
DRAINS ABOVE THE ROOF LINE WILL HAVE A
SMALL BOOT SET AS DETAILED ABOVE.
4 5
3
6
3/4" TO 8"
℄
CO
LD
P
IP
E
THERMOPLASTIC
REINFORCED
MEMBRANE
PRE-MOLDED
OUTSIDE
CORNER
1
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
2
3
NOTES:
1. POSITION FASTENING PLATES 6" FROM THE CORNER AND 1/2" TO 1"
FROM EDGE OF MEMBRANE.
2. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT EDGE SEALANT IS
REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE AND
RECOMMENDED ON CUT EDGES OF PVC MEMBRANE.
3. REFER TO SPECIFICATIONS FOR ACCEPTABLE FASTENERS AND
PLATES.
PRE-MOLDED OUTSIDE
CORNER BEFORE
INSTALLATION
5
8
" PRIMED COVER BOARD W/
TAPERED POLYISO INSULATION
5
8
" PRIMED COVER BOARD
W/ TAPERED POLYISO
INSULATION W/ FOAM
ADHESIVE
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
SEALANT
SCALE:
K
A5.2
CURB DETAIL
3" = 1'-0"
SCALE:
L
A5.2
CORNER DETAIL
3" = 1'-0"
EXISTING METAL WALL PANEL
SCALE:
M
A5.2
DETAIL @ ROOF INFILL
3" = 1'-0"
NEW
5
8
" MINIMUM COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
NEW MECHANICALLY
ATTACHED FLUTE-FILLER
RIGID INSULATION BOARD
NEW POLY-ISO INSULATION
TO MATCH EXISTING
NEW STEEL DECKING TO
MATCH EXISTING. PAINT
TO MATCH
NEW STEEL ANGLE. PAINT
EXISTING STEEL ANGLE
FRAMES
EXISTING ROOF DECKING
EXISTING ROOF
INSULATION
EXISTING METAL ROOFING
W/ FLUE FILLER
INSULATION
EXISTING STRUCTURE,
ROOFING & DECK
INFILL FORMER
MECH. CURB
PRE-FINISHED METAL FLASHING
INSULATED METAL PANELS
TO REMAIN
NEW
5
8
" MINIMUM COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
INSULATED METAL
PANELS TO REMAIN
NEW
5
8
" MINIMUM
COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
10
12
2x6 FRT. WOOD
FASCIA WRAPPED
IN PRE-FINISHED
BREAK METAL W/
CONT. CLEAT
PRE-FINISHED
BREAK METAL
W/ CONT. CLEAT
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
NEW 2x6 FRT.
NAILERS
NEW PRE-FINISHED
METAL FLASHING
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
SAWCUT EXISTING METAL
PANEL TO ACCOMMODATE
NEW BLOCKING FOR ROOF
CLEAN & SEAL ALL
EXTERIOR METAL
WALL PANELS & APPLY
NEW ELASTOMERIC
COATING WITH FABRIC
REINFORCEMENT.
SCALE:
N
A5.2
DETAIL @ GABLE RAKE
3" = 1'-0"
NOTE: NO SURFACE
MOUNTED FLASHING
REGLET WILL BE
ALLOWED IN LIEU OF
THIS DETAIL.
NEW METAL STUDS, BACK OF
PLYWOOD, ETC. TO BE PAINTED TO
MATCH ADJACENT WALL SURFACES
9
1
4
"
VA
RIE
S
HVAC INSTALLATION NOTES
RELIEF VENT SCHEDULE
HVAC & PLUMBING DRAWING INDEX
HVAC NOTES
PLUMBING RENOVATION NOTES
PLUMBING NOTES
PLUMBING ROOF PLAN
EXISTING CONDITIONS DRAWING IS FOR REFERENCE
PURPOSES ONLY. DEMOLITION IS SHOWN. OTHER NOTES ON
PLANS APPLY TO PREVIOUS PROJECTS AND DO NOT REPRESENT
NEW WORK EXCEPT AS SHOWN ON REVISED PLANS. FIELD VERIFY
ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK.
S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
Project Number:
Sheet Description
Revisions:
Date:
Sheet Number
OF
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
21-1089
13
4 AUGUST 2021
DOCUMENTS
CONSTRUCTION
WHORTON ENGINEERING, INC.
MOBILE, ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
BI.A/MP1.1
HANGAR HVAC
& PLUMBING
ROOF PLAN
8
HANGAR HVAC &
SCALE:3/32"=1'-0"
OPERATIONS BUILDING FLOOR PLAN
N
PILOT
SUPERVISOR
INSTRUCTOR
SUPERVISOR
BREAK
ADMIN. SUPPORT
DATA PROCESS.
CLERK
TYPIST
LOBBY
STORAGE
JANITOR
CORRIDOR
VEST.
ENTRY
FLIGHT
PLANNING
FLIGHT
OPERATIONS
SPECIALIST
201
WOMEN
MEN
CORRIDOR
CO
RR
ID
OR
OPERATIONS
202
FLIGHT
SURGEON
ALSE
STORAGE
SIMILATION
DEVICES
A/V
STOR.
FLIGHT
OPERATIONS
203
FLIGHT
INSTRUCTOR
204
FLIGHT
INSTRUCTOR
205
FLIGHT
INSTRUCTOR
206
CORR.
LIBRARY
CLASSROOM
ALSE
LOCKERS
ELECT.
MECH.
SECURE
STORAGE
BRIEFING
EXAM ROOM
208
LEARNING
CENTER
207
2 2 2 2 2 2
2
2
7
9
8
11
10
12
14
13
15
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
OPERATIONS
BUILDING
FLOOR PLAN
BI.B/A1.1
9
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
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D: 8
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
PLAN LEGEND
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
DETAIL KEY
ROOM FINISH MARK
2
WORK NOTE MARK
A
ROOF WORK NOTE MARK.
SEE ROOF PLAN
1PHOTO KEY
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
FINISH FLOOR
SCALE:
EAST ELEVATION
1/8"=1'-0"
E
E
FINISH FLOOR
SCALE:
NORTH ELEVATION
1/8"=1'-0"
3
A A A
E E E E
E
3
FINISH FLOOR
SCALE:
WEST ELEVATION
1/8"=1'-0"
3 33
FINISH FLOOR
SCALE:
SOUTH ELEVATION
1/8"=1'-0"
3
A A A
E E E E3
OPERATIONS
BUILDING
EXTERIOR
ELEVATIONS
BI.B/A2.1
10
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/3
/2
02
1 @
3
:4
2P
MF
IL
E N
AM
E: W
:\JM
RH
P
ro
je
cts 2
02
1\2
1-1
08
9 M
ob
ile
A
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F #
3 A
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
EXISTING TO REMAIN
1
DENOTES DEMOLITION WORK
SCHEDULE NOTE KEY
EXISTING TO BE REMOVED
GENERAL DEMOLITION NOTES
DEMOLITION LEGEND
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
1. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL MAKE A
DETAILED INVESTIGATION OF THE SITE PRIOR TO STARTING WORK
TO ENSURE THAT THE FULL SCOPE FOR THE DEMOLITION IS
DOCUMENTED. THE ELEMENTS OUTLINED AND IDENTIFIED ON THE
DEMOLITION DRAWINGS (ALL DISCIPLINES) ARE GENERAL IN NATURE
& ARE NOT INTENDED TO ESTABLISH OR IMPLY THE COMPLETE
DEMOLITION SCOPE. ALL NECESSARY PROCEDURES, TECHNIQUES,
MATERIALS AND PRODUCTS TO COMPLETE ALL DEMOLITION
REQUIRED TO ACCOMMODATE ALL NEW CONSTRUCTION SHALL BE A
PART OF THIS CONTRACT. ALL MECHANICAL, PLUMBING &
ELECTRICAL DEMOLITION SHALL BE INCLUDED IN THEIR RESPECTIVE
SCOPE OR AS COORDINATED FOR COMPLETION BY THE
CONTRACTOR IN THE GENERAL PROJECT SCOPE.
2. GENERAL CONTRACTOR SHALL DISPOSE OF AND OR SALVAGE ALL
EXISTING DEMOLISHED MATERIALS, EQUIPMENT, FIXTURES, ETC.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL DISPOSITION
OF ANY DEMOLISHED, SALVAGED ITEM. NO ITEM IS TO REMAIN ON
THE SITE. ANY AND ALL DEMOLISHED OR SALVAGED ITEMS
REQUIRING SENSITIVE DISPOSAL SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. FINAL VERIFICATION WITH OWNERS
REPRESENTATIVE AT PRE-BID CONFERENCE PRIOR TO REMOVAL AS
TO WHICH MIGHT BE REQUIRED TO BE SALVAGED TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PATCHING AND
REPAIR OF ANY FINISHES OR BUILDING COMPONENTS INCLUDING
BUT NOT LIMITED TO WALLS, CEILINGS, TRIM, FLOORS ETC. DAMAGED
BY THE CONTRACTOR OR HIS SUBS DURING THE PROCESS OF THE
WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL
BECOME FULLY AWARE OF THE SCOPE OF DEMOLITION AND ITS
EFFECT ON BUILDING SYSTEMS TO REMAIN OR TO BE CONSTRUCTED
SO AS TO ANTICIPATE ANY PATCHING OR REPAIR REQUIRED TO
COMPLETE THE PROJECT AS OUTLINED IN THE CONSTRUCTION
DOCUMENTS.
4. A DEMOLITION/ CUTTING/ PATCHING PRE-WORK CONFERENCE WILL
BE HELD TO ENSURE THAT ALL DEMOLITION / CUTTING IS
COORDINATED TO ENSURE ALL TRADES MAINTAIN THE INTEGRITY OF
THE EXISTING STRUCTURE AND REPORT TO AND CONSULT WITH THE
ARCHITECT IF ANY DEMOLITION PROCESS APPEARS THAT IT MIGHT
NEGATIVELY AFFECT THE INTEGRITY OF THE EXISTING STRUCTURE.
5. GENERAL CONTRACTOR SHALL BE AWARE THE EXISTING BUILDING IS
TO REMAIN OCCUPIED DURING CONSTRUCTION. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL
EXISTING MATERIALS AND FINISHES THAT ARE TO REMAIN INCLUDING
BUILDING CONTENTS. MAINTAIN EXISTING BUILDING IN A WEATHER
TIGHT CONDITION AT ALL TIMES. INSURE ALL BUILDING REQUIRED
EXITS ARE PROTECTED AND REMAIN CLEAN AT ALL TIMES.
CONTRACTOR WILL FURNISH OVERHEAD PROTECTION AS REQUIRED.
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
1
1
1111
1
1
SCALE:
OPERATIONS BUILDING REFLECTED CEILING PLAN
1/8"=1'-0"
PILOT
SUPERVISOR
INSTRUCTOR
SUPERVISOR
BREAK
ADMIN. SUPPORT
DATA PROCESS.
CLERK
TYPIST
LOBBY
STORAGE
JANITOR
CORRIDOR
VEST.
ENTRY
FLIGHT
PLANNING
FLIGHT
OPERATIONS
SPECIALIST
201
WOMEN
MEN
CORRIDOR
CO
RR
ID
OR
OPERATIONS
202
FLIGHT
SURGEON
ALSE
STORAGE
SIMILATION
DEVICES
A/V
STOR.
FLIGHT
OPERATIONS
203
FLIGHT
INSTRUCTOR
204
FLIGHT
INSTRUCTOR
205
FLIGHT
INSTRUCTOR
206
CORR.
LIBRARY
CLASSROOM
ALSE
LOCKERS
ELECT.
MECH.
SECURE
STORAGE
BRIEFING
EXAM ROOM
208
LEARNING
CENTER
207 OPERATIONS
BUILDING
REFLECTED
CEILING PLAN
BI.B/A3.1
11
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
/3
/2
02
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E N
AM
E: W
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P
ro
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cts 2
02
1\2
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08
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ob
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
WORK SCHEDULE
1. SCRAPE, WIRE BRUSH, CLEAN, REMOVE ALL RUST AND
SCALE FROM EXISTING STEEL DECKING AND
STRUCTURAL STEEL SUPPORT MEMBERS, PREP AND
PRIME THESE ITEMS AND APPLY NEW PAINT FINISH TO
MATCH SURROUNDING AREA.
2. SCRAPE, CLEAN, REMOVE ALL RUST AND STAINS
FROM EXISTING MASONRY WALL IN THIS AREA. PREP
AND PRIME MASONRY AND APPLY NEW PAINT FINISH
TO ENTIRE WALL TO MATCH SURROUNDING AREA.
3. CLEAN AND PREPARE ALL EXISTING EXTERIOR METAL
WALL PANELS TO RECEIVE NEW ELASTOMERIC
COATING PER THE DETAILS AND SPECIFICATIONS.
4. INSTALL NEW INFILL, SUPPORTING ITEMS, FLASHINGS,
ROOFING MEMBRANE, ETC. IN ACCORDANCE WITH
NEW DETAILS WHERE PORTIONS OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHINGS HAVE BEEN
REMOVED. PROTECT TEMPORARY OPENING FROM
MOISTURE INTRUSION FOR THE DURATION OF THE
PROJECT.
5. PRESSURE WASH AND CLEAN EXISTING ALUMINUM
CANOPY.
PLAN LEGEND
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING
ANY WORK. NOTIFY A/E OF ANY DISCREPANCIES FOUND
PRIOR TO ORDERING MATERIALS AND BEGINNING ANY
WORK.
2. AT ALL EXTERIOR METAL WALL PANELS - CLEAN,
RE-SEAL, AND APPLY NEW ELASTOMERIC COATING - SEE
DETAILS AND SPECIFICATIONS.
3. ALL AREAS AFFECTED BY DEMOLITION OR
CONSTRUCTION ACTIVITIES NOT INDICATED TO RECEIVE
NEW FINISHES ARE TO BE PATCHED & REPAIRED TO
MATCH ADJACENT SURFACES.
4. DIMENSIONS SHOWN ARE TO THE FACE OF STUD OR
MASONRY WALL UNLESS OTHERWISE NOTED.
5. REFER TO PLANS, DETAILS, SECTIONS, AND SCHEDULES
FOR FURTHER CLARIFICATION OF INTERIOR FINISHES.
6. REFER TO REFLECTED CEILING PLAN (RCP) FOR
SPECIFIC CEILING TYPE(S) AND HEIGHTS.
7. ALL PAINT, ELASTOMERIC, AND FINISH COLORS MUST BE
APPROVED BY THE OWNER AND ARCHITECT PRIOR TO
BEGINNING INSTALLATION.
GENERAL WORK NOTES
DETAIL KEY
ROOM FINISH MARK
2
WORK NOTE MARK
A
ROOF WORK NOTE MARK.
SEE ROOF PLAN
1PHOTO KEY
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
EXISTING ACOUSTICAL
CEILING TO REMAIN
DAMAGED CEILING TILE
TO BE REMOVED AND
REPLACED
SCALE:
OPERATIONS BUILDING ROOF PLAN
1/8"=1'-0"
H
H
H
H
H
H
H
H
E
E E E
E
E
E E
A
A
A
A
F
F
F
F
7
8
9
10
11
12
13
F
14
15
A4.1
A
A4.1
B
A4.1
C
A4.1
A
K
K
SCALE:
C
A4.1
3"=1'-0"
RIDGE DETAIL
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
SCALE:
A
A4.13"=1'-0"
EAVE AT BRICK
SCALE:
B
A4.13"=1'-0"
RAKE AT BRICK
EXISTING METAL
ROOFING SYSTEM
NEW
5
8
" MINIMUM
COVER BOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING
SYSTEM - SEE
SPECIFICATIONS
EXISTING RIDGE CAP
TO BE DEMOLISHED
NEW PRE-FINISHED
METAL GUTTER
NEW PRE-FINISHED
METAL DOWNSPOUT
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
SCALE:
E
A4.1
VTR DETAIL / OVERFLOW DRAIN
3" = 1'-0"
NOTES:
1. WHEN USING TPO MEMBRANE, BONDING
ADHESIVE IS NOT REQUIRED WHEN THE
FLASHING HEIGHT IS 12" OR LESS AND THE
MEMBRANE IS FASTENED "AS SHOWN" ON TOP
OF THE CURB. WHEN TERMINATION BAR IS
USED BENEATH THE COUNTER-FLASHING,
BONDING ADHESIVE CAN BE ELIMINATED WHEN
THE MEMBRANE HEIGHT IS 18" OR LESS.
2. APPLICABLE BONDING ADHESIVE FOR PVC OR
TPO. IN CASE OF TPO, GRIP ADHESIVE MAY
ALSO BE USED ON VERTICAL PORTION.
3. WHEN MECHANICAL FASTENERS ARE USED TO
PENETRATE THE METAL COUNTER-FLASHING,
USE EPDM WASHERS, APPLY WATER CUT-OFF
MASTIC UNDER THE COUNTER-FLASHING OR
CAULK THE FASTENER HEADS.
4. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT
EDGE SEALANT IS REQUIRED ON CUT EDGES OF
REINFORCED TPO MEMBRANE AND
RECOMMENDED ON CUT EDGES OF PVC
MEMBRANE.
5. REFER TO SPECIFICATIONS FOR ACCEPTABLE
FASTENERS AND PLATES.
6. MECHANICAL SECUREMENT MAY BE INSTALLED
INTO THE VERTICAL SUBSTRATE.
7. WHEN USING 60 MIL THICK CURB FLASHING,
THE INTERSECTIONS BETWEEN SPLICES MUST
OVERLAID WITH A THERMOPLASTIC COVER.
USE ONE CONTINUOUS
SHEET OF REINFORCED
THERMOPLASTIC MEMBRANE
TO WRAP AROUND CURB.
INSTALL
OUTSIDE
CORNERS
PER DETAIL
F/A9.1
THERMOPLASTIC
REINFORCED
MEMBRANE
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
5
CUT EDGE
SEALANT
HOT AIR WELD,
1-1/2" MIN.
4
6
METAL CAP OR
COUNTER-FLASHING
MAXIMUM 12"
O.C. FASTENER
SPACING
3
T-JOINT
COVER
7
APPLICABLE
BONDING
ADHESIVE
XX
XX
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
HOT AIR-WELD, 1-1/2"
MIN. BEYOND
FASTENING PLATES
THERMOPLASTIC
PRE-MOLDED PIPE
FLASHING
WATER CUT
OFF MASTIC
XX
XX
STAINLESS STEEL
CLAMPING RING
NOTES:
1. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 140°F
(60°C) WHEN USING PVC AND 160°F (71°C) WHEN USING TPO FLASHING.
2. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF
PIPE DIAMETER.
3. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE,
EQUALLY SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED
AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE
MAXIMUM 12" (305mm) O.C. AND FLASHED WITH THERMOPLASTIC
REINFORCED MEMBRANE/CUT-EDGE SEALANT.
4. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS
UNLESS PIPE DIAMETER EXCEEDS 18" (457mm).
5. OVER FLOW DRAINS FLUSH WITH THE ROOF WILL HAVE DRAIN
FLASHING AS REQUIRED PER THE ROOFING MANUFACTURER OVER
FLOW DRAINS ABOVE THE ROOF LINE WILL HAVE A SMALL BOOT SET
AS DETAILED ABOVE.
4 5
3
6
3/4" TO 8"
℄
CO
LD
P
IP
E
THERMOPLASTIC
REINFORCED
MEMBRANE
PRE-MOLDED
OUTSIDE
CORNER
1
FASTENER & SEAM
FASTENING PLATE,
MAX. 12" O.C.
2
3
NOTES:
1. POSITION FASTENING PLATES 6" FROM THE CORNER AND 1/2" TO 1"
FROM EDGE OF MEMBRANE.
2. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT EDGE SEALANT IS
REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE AND
RECOMMENDED ON CUT EDGES OF PVC MEMBRANE.
3. REFER TO SPECIFICATIONS FOR ACCEPTABLE FASTENERS AND
PLATES.
PRE-MOLDED OUTSIDE
CORNER BEFORE
INSTALLATION
5
8
" PRIMED COVER BOARD W/
TAPERED POLYISO INSULATION
5
8
" PRIMED COVER BOARD
W/ TAPERED POLYISO
INSULATION W/ FOAM
ADHESIVE
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
SEALANT
SCALE:
F
A4.1
CURB DETAIL
3" = 1'-0"
SCALE:
G
A4.1
CORNER DETAIL
3" = 1'-0"SCALE:
D
A4.1
DETAIL @ ROOF INFILL
3" = 1'-0"
NEW
5
8
" MINIMUM COVER BOARD
NEW MECHANICALLY ATTACHED
SINGLE-PLY MEMBRANE ROOFING
SYSTEM - SEE SPECIFICATIONS
NEW MECHANICALLY
ATTACHED FLUTE-FILLER
RIGID INSULATION BOARD
NEW POLY-ISO INSULATION
TO MATCH EXISTING
NEW STEEL DECKING TO
MATCH EXISTING. PAINT
TO MATCH
NEW STEEL ANGLE. PAINT
EXISTING STEEL ANGLE
FRAMES
EXISTING ROOF DECKING
EXISTING ROOF
INSULATION
EXISTING METAL ROOFING
W/ FLUE FILLER
INSULATION
EXISTING STRUCTURE,
ROOFING & DECK
INFILL FORMER
MECH. CURB
NEW 2x6 FRT. NAILERS
NEW PRE-FINISHED METAL
FLASHING
EXISTING BRICK
VENEER
EXISTING CMU WALL
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
NEW COVERBOARD
NEW MECHANICALLY
ATTACHED
FLUTE-FILLER RIGID
INSULATION BOARD
NEW MECHANICALLY
ATTACHED SINGLE-PLY
MEMBRANE ROOFING SYSTEM
- SEE SPECIFICATIONS
NEW 2x8 FRT. WOOD FASCIA
BLOCKING WRAPPED IN PRE-
FINISHED BREAK METAL
NEW 2x6 FRT. NAILERS
NEW PRE-FINISHED METAL
FLASHING
EXISTING BRICK
VENEER
EXISTING CMU WALL
EXISTING STANDING
SEAM METAL ROOF
EXISTING
INSULATION
EXISTING METAL
ROOF DECK
SAWCUT AND REMOVE
STANDING SEAM METAL
ROOF AS NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION
EXISTING ROOF
INSULATION
LINE OF EXISTING METAL
PANEL TO REMAIN
OPERATIONS
BUILDING
ROOF PLAN
BI.B/A4.1
12
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
13
MOBILE ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
21-1089
4 AUGUST 2021
CONSTRUCTION
GENERAL ROOFING NOTES
DETAIL KEY
A
ROOF WORK NOTE MARK
1PHOTO KEY
PLAN LEGEND
ROOF WORK SCHEDULE
A CLEAN AND PREPARE ALL EXISTING METAL ROOFING PANELS
AND INSTALL NEW SINGLE-PLY MEMBRANE ROOFING SYSTEM
PER THE DETAILS AND SPECIFICATIONS
B INFILL EXISTING OPENING IN ROOF WHERE MECHANICAL UNIT
WAS REMOVED. SEE DETAILS.
C RELOCATE EXISTING MECHANICAL UNIT AND CURB. EXTEND
CURB PER THE DETAILS. SEE MECHANICAL DRAWINGS.
D FURNISH AND INSTALL NEW ALUMINUM HOUSING TO MATCH
EXISTING FOR MECHANICAL EXHAUST FAN.
E REMOVE AND DISCARD EXISTING METAL GUTTER,
DOWNSPOUTS AND CONCRETE SPLASH BLOCKS. FURNISH
AND INSTALL NEW PRE-FINISHED GUTTERS AND
DOWNSPOUTS. NEW DOWNSPOUTS SHALL ALIGN WITH
EXISTING ALUMINUM CANOPY COLUMNS AND RUN DOWN TOP
OF CANOPY AND DOWN COLUMNS. FURNISH AND INSTALL
NEW CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUTS.
F TEMPORARILY REMOVE EXISTING MECHANICAL UNIT AND
EXTEND EXISTING THROUGH NEW ROOFING PER DETAILS AND
SPECIFICATIONS.
G PRESSURE WASH AND CLEAN EXISTING ALUMINUM CANOPY.
H REMOVE AND DISCARD EXISTING RAKE TRIM AND REPLACE
WITH NEW P.T. WOOD FASCIA BLOCKING. SEE DETAILS.
J REMOVE EXISTING CAPPED OFF ROOF CURB. PATCH EXISTING
OPENING AND INSTALL NEW ROOFING SYSTEM. SEE DETAILS.
K GC TO REMOVE AND REINSTALL THE LIGHTNING PROTECTION
SYSTEM ON THE ROOF AND ALSO ANY OTHER
CABLES/SYSTEMS THAT ARE PENETRATING THE ROOF.
1. INSTALL NEW MECHANICALLY ATTACHED FLUTE FILLER
INSULATION, COVER BOARD, AND SINGLE PLY PVC ROOFING
MEMBRANE (SEE SPECIFICATIONS), AND ASSOCIATED METAL
FLASHING COMPONENTS OVER THE EXISTING ROOFING
SYSTEM. (DUE TO THE LOCATION OF THE FACILITY AND THE
NECESSITY FOR HIGH WIND RESISTANT ATTACHMENT A
"RHINO-BOND" OR SIMILAR SYSTEM FOR THERMALLY
ATTACHING THE NEW ROOF MEMBRANE TO THE FASTENER
PLATES THEREBY RESULTING IN THE DIRECT ATTACHMENT
OF THE MEMBRANE TO THE STRUCTURAL ROOF DECK
SYSTEM.
2. INSTALL NEW THRU-WALL COUNTER FLASHINGS AND
NECESSARY FRAMING AT ALONG THE BOTTOM OF THE
EXISTING METAL WALL PANELS.
3. REPLACE ALL EXISTING GUTTERS AND DOWNSPOUTS WITH
PRE-FINISHED METAL. GUTTERS SHALL UTILIZE A PROFILE
THAT ALLOWS FOR THE PROPER OVERFLOW OF THE
GUTTERS DURING EXTREME RAINFALL EVENTS.
4. REMOVE ANY ABANDONED ROOF CURBS AND RELOCATE ANY
CURBS / PENETRATIONS AWAY FROM VERTICAL WALL
PANELS.
5. INSTALL NEW FLEXIBLE TAPE / FABRIC AT ALL VERTICAL
JOINTS OF EXISTING WALL PANELS AND INSTALL NEW
ELASTOMERIC COATING OVER ALL METAL WALL PANELS.
DEMOLITION SCHEDULE
1. REMOVE AND DISCARD EXISTING STAINED / DAMAGED
CEILING TILES FROM THIS AREA. FURNISH AND INSTALL NEW
CEILING TILES TO MATCH EXISTING. SEE REFLECTED
CEILING PLAN.
2. REMOVE EXISTING ABANDONED MECHANICAL UNIT ROOFING
CURB AND PREPARE THE OPENING TO BE INFILLED PER THE
DETAILS. SEE ROOF PLAN
3. SAWCUT AND REMOVE THIS PORTION OF EXISTING METAL
WALL PANEL AND ASSOCIATED FLASHING. PROTECT
TEMPORARY OPENING FROM MOISTURE INTRUSION FOR
THE DURATION OF THE PROJECT. INSTALL NEW INFILL,
SUPPORTING ITEMS, FLASHINGS, ROOFING MEMBRANE, ETC.
IN ACCORDANCE WITH NEW DETAILS. SEE ELEVATIONS
HVAC INSTALLATION NOTES
ROOF MOUNTED EQUIPMENT
TYPICAL CURB FOR
TYPICAL RELIEF VENT DETAIL
HVAC & PLUMBING DRAWING INDEX
PLUMBING RENOVATION NOTES
PLUMBING NOTES
OPERATIONS BUILDING HVAC & PLUMBING ROOF PLAN
EXISTING CONDITIONS DRAWING IS FOR REFERENCE
PURPOSES ONLY. DEMOLITION IS SHOWN. OTHER NOTES ON
PLANS APPLY TO PREVIOUS PROJECTS AND DO NOT REPRESENT
NEW WORK EXCEPT AS SHOWN ON REVISED PLANS. FIELD VERIFY
ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK.
S TA T E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
Project Number:
Sheet Description
Revisions:
Date:
Sheet Number
OF
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
21-1089
13
4 AUGUST 2021
DOCUMENTS
CONSTRUCTION
WHORTON ENGINEERING, INC.
MOBILE, ALABAMA
MOBILE AASF #3
ACT of NATURE
(AoN) REPAIRS
IFB#: AC-21-B-0025-S
BI.B/MP1.1
OPERATIONS
BUILDING HVAC &
PLUMBING ROOF
PLAN
13