RFB950800-01 - Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- RFB950800-01
- Issued by
- Story County, Iowa
About this file
This is a set of architectural drawings prepared by CMBA Architects for the Iowa Department of Administrative Services (DAS) regarding roof replacement work at the Fort Dodge Correctional Facility located at 1550 L Street, Fort Dodge, Iowa 50501. The project involves removal of existing ballast and roofing materials and installation of a new EPDM roof system on Buildings A, B, and G at the facility. The drawings include site plans, demolition plans, roof plans, and detailed specifications for roof assemblies, flashing, gutters, and penetrations. The existing roof assembly consists of loose-laid ballast, 60-mil EPDM membrane, 4.5 inches of XPS insulation in two layers, 0.5-inch gypsum substrate, and a sloped concrete deck. The new roof system requires fully adhered installation of the membrane and cover board with R-30 minimum insulation and includes provisions for approximately 1/4-inch per 1-foot slope for drainage. The project requires coordination with facility staff for gate access, background checks and PREA training for all personnel, daily tool inventory management, and maintenance of weather-tight conditions throughout construction.
The project specifications require contractors to remove and reinstall existing roof-mounted equipment including lightning protection cables and rods, roof vents, exhaust fans, and supply air intakes. Contractors must remove aggregate ballast and dispose of it offsite, remove and reinstall lightning cables with new clips (recertification not required), and coordinate with the owner regarding roof tie-off anchor removal to prevent materials from falling inside the building. All construction equipment must be removed from the site daily to a designated staging area in the parking lot, except for a secured job box that may remain on the roof. The contractor is responsible for protecting underground utility lines, covering open areas to prevent materials from falling below, cleaning work areas thoroughly at day's end, and maintaining the existing roof curbs, downspouts, roof hatches, and roof access doors. The drawings note that MEP item quantities, sizes, and locations are approximate and require field verification, and that final roof layout, tapered insulation design, and expansion joint locations must be coordinated with the roofing manufacturer to ensure warranty compliance.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFB950800-01 - Project Manual.pdf | ||
| RFB950800-01 - Notice to Bidders.pdf | ||
| RFB950800-01 - Addendum #1.pdf | ||
| RFB950800-01 - Bid Form.pdf | ||
| 1380388-event.pdf |
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Text version
ABBREVIATIONS
AB AIR BARRIER
AFF ABOVE FINISH FLOOR
ACT ACOUSTICAL CEILING TILE
ALT. ALTERNATE
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECT (URAL)
AVB AIR AND VAPOR BARRIER
BD. BOARD
BES BUILDING ENVELOPE SEALANT
BG BUMPER GUARD
BGW BELOW GRADE WATERPROOFING
MEMBRANE
B.O. BOTTOM OF
BRG. BEARING
CC CUBICLE CURTAIN
CFCI CONTRACTOR FURNISHED-CONTRACTOR
INSTALLED
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTERLINE
CLG. CEILING
CMU CONCRETE MASONRY UNIT
COL. COLUMN
CONC. CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
CORR. CORRIDOR
CPT. CARPET
CR CHAIR RAIL
CT CERAMIC TILE
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
DS DOWNSPOUT
DTL. DETAIL
DVB DECK VAPOR BARRIER
DWG. DRAWING
EA. EACH
EG END GUARD
EJ EXPANSION JOINT
ELEC. ELECTRICAL
ELEV. ELEVATOR
EPT EPOXY PAINT
EQ. EQUAL
EQUIP. EQUIPMENT
EW EACH WAY
EXIST. EXISTING
EXP. EXPOSED
EXT. EXTERIOR
FAF FLUID APPLIED FLOORING
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FIN. FINISH (ED)
FLR. FLOOR
FND. FOUNDATION
FRP FIBERGLASS REINFORCED PANEL
FRT FIRE RETARDANT TREATED
FTG. FOOTING
FV FIELD VERIFY
GA. GAUGE
GALV. GALVANIZED
GC GENERAL CONTRACTOR
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS
GYP. GYPSUM
GWB GYPSUM WALL BOARD
HM HOLLOW METAL
HORIZ. HORIZONTAL
HR HANDRAIL
HVAC HEATING, VENTILATING, AIR CONDITIONING
INT. INTERIOR
JST. JOIST
JT. JOINT
KIT. KITCHEN
LAV. LAVATORY
MAX. MAXIMUM
MB MARKER BOARD
MDF MEDIUM DENSITY FIBERBOARD
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
NIC NOT IN CONTRACT
NOM. NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OFOI OWNER FURNISHED-OWNER INSTALLED
OFCI OWNER FURNISHED-CONTRACTOR
INSTALLED
ORD OVERFLOW ROOF DRAIN
PL PLASTIC LAMINATE
PNL PANEL
PT. PAINT
R / RAD. RADIUS
RAF RAISED ACCESS FLOOR
RD ROOF DRAIN
REF. REFERENCE, REFER TO
REFR. REFRIGERATOR
REINF. REINFORCE (D) (ING)
REQ. REQUIRED
REV. REVISION (S), REVISED
RF RESILIENT FLOORING
RM. ROOM
RO ROUGH OPENING
RP RESIN PANEL
RTU ROOF TOP UNIT
SAB SOUND ATTENUATING BATTS
SCHED. SCHEDULE
SF SQUARE FEET
SIM. SIMILAR
SPEC SPECIFICATION
SS SOLID SURFACE
STD. STANDARD
STL. STEEL
SSTL STAINLESS STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
TB TACK BOARD
TERR. TERRAZZO
T.O. TOP OF
T.O.B. TOP OF BEAM
T.O.C. TOP OF CONCRETE
T.O.F. TOP OF FOOTING
T.O.W. TOP OF WALL
TWP THROUGH-WALL PENETRATION
TYP. TYPICAL
UVB UNDER-SLAB VAPOR BARRIER
VAR. VARIES
VB VAPOR BARRIER
VERT. VERTICAL
WB WALL BASE
WC WALLCOVERING
WD WOOD
WDF WOOD FLOORING
WDB WOOD BASE
WP WALL PROTECTION
WT WINDOW TREATMENT
CODE SUMMARY
EARTH
SITE SPOT ELEVATION
NEW FINISH
SPOT GRADE
NEW / EXISTING WALL CONSTRUCTION COLUMN GRID LINE
NEW AND EXISTING
FINISH SPOT
GRADE
TOP OF CURB
BOT. OF CURB
7.3
N:
7.3
E:
4.8
TC:
7.3
BC:
4.8
EXISTING CONTOUR LINE
NEW CONTOUR LINE
APPROX. TEST BORING LOCATION
PROPERTY LINE
CENTER LINES/ PROJECTED LINES
MATCH LINE
LEVEL LINE
MAIN FLOOR
ELEV. 110'- 0"
ROOM NAME AND NUMBER
DOOR NUMBER
ROOM NUMBER
ALPHABET CHARACTERS USED TO
DISTINGUISH BETWEEN MULTIPLE
DOORS THAT ARE ASSOCIATED WITH
PARTICULAR ROOMS
WINDOW TYPE
KEY NOTES
INDICATES A NOTE FOR A SPECIFIC ITEM
ALL KEY NOTES ARE COMPILED UNDER THE TITLE
BAR "KEY NOTES".
BUILDING SECTION / WALL SECTION
SECTION DIRECTION
DETAIL NUMBER
SHEET NUMBER
DETAILS
DETAIL NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
REVISION MARKER
SHEET NUMBER
ELEVATION NUMBER
ELEVATION DIRECTION
NEW
EXISTING
(SCREENED)
A1.01 1
XX
A
A
A1.01
SIM
NEW
EXISTING
(SCREENED)
OR
INTERIOR ELEVATION
A1.01 1
GRAPHIC SYMBOLS
MATERIAL INDICATIONS
NEW EXISTING
A
A1.01
SIM
SHEET NUMBER
ELEVATION NUMBER
ROOM NAME
150 SF
101 ROOM NUMBER
ROOM SQUARE FOOTAGE
SPOT ELEVATION
8'-0"
TOILET ACCESSORIES TAG
A
WALL TAG ASSEMBLY TYPE TAG
METAL STUDS
METAL SECTION
CMU (STD. WT.)
WOOD STUDS
PLYWOOD
INSULATION
(BLANKET OR BATT)
GLASS FIBER REINFORCED
GYPSUM BOARD
GRAVEL / SAND FILL
CONCRETE
BRICK
STONE
FINISHED WOOD
RIGID INSULATION
SEALANT
GYPSUM BOARD
EXISTING CONSTRUCTION
METAL (LARGE SCALE)
WOOD BLOCKING
ACOUSTICAL CEILING
ELEVATION DIRECTION
W1
101A
101A5 DIGIT
4 DIGIT
B-3
W
B
F
K
ROOM NAME
WALLS
BASE
FLOOR
NOTE
ROOM FINISH TAG
ROOM NAME
ROOM NUMBER
ROOM WALL FINISH
ROOM WALL BASE FINISH
ROOM FLOOR FINISH
ROOM KEYNOTES
MINERAL WOOL SPRAY FOAM AIR SEAL
Signature
Pages or sheets covered by this seal:
Printed or typed name:
I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly Licensed Architect under the laws of the State of
Date
License Number:
My license renewal date is
ARCHITECT
C M
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COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
SHEET INDEX
REVISIONS
PROFESSIONAL SEALS
SHEET
PROJECT LOCATION
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F D
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U n it A
, B , G
R o o f
R e p la c e m e n t
/2
D O
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D C
F U n it
A , B
, G , R o o f R e p la c e m e n t
R F
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DOC FDCF UNIT A, B & G ROOF REPLACEMENT
IOWA DAS
FORT DODGE, IOWA
T.01
GENERAL
T.01 TITLE
ARCHITECTURAL
A1.00 SITE PLANS
A2.00 DEMO PLAN - BUILDING A
A2.01 DEMO PLAN - BUILDING B & G
A2.02 ROOF PLAN - BUILIDNG A
A2.03 ROOF PLAN - BUILDING B & G
A4.00 ROOF DETAILS
OWNER'S PROJECT NUMBER: 9508.00
RFP 950800-01
N
NOT TO SCALE
REPLACEMENT OF ROOFING SYSTEM ON THE FORT DODGE CORRECTIONAL FACILITY INDICATED ROOFS
AS SHOWN ON THE DRAWINGS. REFERENCE FULL BUILDING DRAWINGS FOR CODE INFORMATION
ADDRESSING THE EXISTING BUILDING.
• 2024 IBC: ALL APPLICABLE CHAPTERS
• 2024 International Building Code as adopted by Iowa Administrative Rule chapters 661-201 and 661-301
• 2024 International Fire Code as adopted by Iowa Administrative Rule chapters 661-201
• 2012 International Energy Conservation Code as adopted by Iowa Administrative Rule chapters 661-303
• 2024 International Existing Building Code as adopted by Iowa Administrative Rule chapters 661-301 and 661-350
• 2012 NFPA 101 Life Safety Code as adopted by Iowa Administrative Rule chapter 661-205
• 2010 Americans with Disabilities Act as adopted by Iowa Administrative Rule chapter 661-302
• State Mechanical Code as adopted by the Department of Public Health Iowa Administrative Rule chapter 641-61
• State Plumbing Code as adopted by the Department of Public Health Iowa Administrative Rule chapter 641-25
• State Electrical Code as adopted by the State Electrical Licensing Board Iowa Administrative Rule chapter 661-504
• ANSI 117.1, 2009, ALL APPLICABLE CHAPTERS
Iowa Department of Administrative Services Owner's Representative:
Geoff Wheelock State Design & Construction Resources Bureau 109 S.E. 13th Street Des Moines, IA 50319 Office: 515-822-8197
CMBA Architects 505 Grand Avenue Spencer, IA 51301
PH: 712-262-3426
Architect Responsible: Adam Van Gorp, AIA Email: vangorp.a@cmbaarchitects.com
The Iowa Department of Inspections, Appeals, and Licensing, Building & Construction Division
PROJECT SUMMARY
STATE OF IOWA:
OWNER
ARCHITECT
BUILDING OFFICIAL:
On Site Contact:
Physical Plant Manager:
Jeremiah Johnson 1550 L Avenue Ft Dodge, IA 50501
PH: 515-574-4716
IBC 2024 REQ / ALLOWED PROVIDED
USE AND OCCUPANCY
CONSTRUCTION TYPE
AUTOMATIC SPRINKLER SYSTEM
BUILDING HEIGHT
BUILDING STORIES
LARGEST FLOOR AREA / STORY /
1ST FLOOR AREA
CHAPTER 3
SECTION 602 / TABLE 601
SECTION 903
TABLE 504.3
TABLE 504.3
TABLE 506.2
YES
85' MAX
2 STORIES
I-3
II-B
YES
Appx. 40'
ADAM DONAVAN
VAN GORP
07319
S
O
N D
RP
IOWA
L
IC
E E
FESSIONAL
A R
C H
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C T
ADAM DONAVAN VAN GORP
07319
JUNE 30TH, 2027
ALL "T" & "A" SHEETS
NO. DESCRIPTION DATE
03/17/2026
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GENERAL NOTES
KEYNOTES
APPROX. CONSTRUCTION STAGING AREA. MAINTAIN ACCESS FOR
PATROL VEHICLE. CONTRACTOR TO REVIEW SITE PRIOR TO BIDDING
AND INCLUDE ALL ACCOMMODATIONS TO ACCESS ROOF OVER
SECURITY FENCING. RETURN SITE CONDITIONS TO PRE-CONSTRUCTION
CONDITION AT PROJECT COMPLETION.
CONTRACTOR TO COORDINATE IN ADVANCE WITH OWNER FOR ALL
GATE PASSINGS.
ALL WORK AREAS TO BE FULLY CLEANED AFTER EACH WORKING DAY.
SEE SPECIFICATIONS FOR DAILY TOOL INVENTORY REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR HAULING MATERIALS INCLUDING
CONSTRUCTION WASTE IN AND OUT OF THE OUTERMOST FENCED
AREA EACH DAY.
PROTECT UNDERGROUND UTILITY LINES IDENTIFIED ON THE SITE
PLAN. VERIFY LOCATION WITH OWNER.
ALL CONTRACTORS PERSONNEL ARE TO HAVE BACKGROUND CHECKS
PRE-APPROVED AND COMPLETE PREA TRAINING BEFORE BEING
ALLOWED ON SITE FOR WORK.
CONTRACTOR TO COORDINATE IN ADVANCE WITH FDCF STAFF FOR
ALL GATE PASSING. GATE LOCATIONS ARE IDENTIFIED IN THE
DOCUMENTS. KEEP GATES CLEAR AT ALL TIMES EXCEPT FOR
COORDINATED PASSING.
ALL WORK AREAS ARE TO BE THOROUGHLY CLEANED AT THE END OF
EACH DAY.
SEE SPECIFICATION FOR DAILY TOOL INVENTORY REQUIREMENTS. A
STANDARDIZED LIST OF DAILY TOOLS ENTERING AND EXITING IS
PREFERRED. ALL CONSTRUCTION EQUIPMENT MUST BE REMOVED
FROM THE SITE DAILY TO THE DESIGNATED STAGING AREA IN THE
PARKING LOT WITH THE EXCEPTION OF A JOB BOX THAT CAN REMAIN
SECURED ON THE ROOF AREA.
SEE SPECIFICATIONS FOR SITE ACCESS, STORAGE, WASTE REMOVAL,
AND WORK HOURS.
PROTECT GRASS AREAS FROM EQUIPMENT AND LIFTS. SEE DRAWING
FOR PROTECTED UNDERGROUND UTILITY LINES. DAMAGE IS THE
RESPONSIBILITY OF THE CONTRACTOR.
A
B
C
LEGEND
D
E
BUILDINGS WHERE WORK OCCURS
AVAILABLE LAYDOWN SPACE
GATE
FENCEX X X
UNDERGROUND UTILITIES
- PROVIDE PROTECTION PADS AS NEEDED
F
G
H
I
J
K
C B
D
E
F G
H
MAIN ADMIN BLDG
- CHECK-IN
A
P
MAIN ENTRY
SALLYPORT
PERIMETER SECURITY ROAD
(KEEP CLEAR FOR PATROL
VEHICLE)
DOUBLE PERIMETER
PRISON SECURITY FENCE
COORDINATE WITH FACILITIES TO AVOID
UNDERGROUND UTILITIES
- DO NOT DRIVE OVER
PERIMETER SECURITY ROAD
(KEEP CLEAR FOR PATROL
VEHICLE)
A B
O U
T
'-0
'-0
'-0
LIFT ACCESS AS REQ'D
WAREHOUSE
BUILDING
CONTRACTOR PARKING
C M
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SHEET
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COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
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1" = 50'-0"2 Site Map
KEY PLAN
NO. DESCRIPTION DATE
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W.T.O
V.T.R
V.T.R
R.T.O
V.T.R
V.T.R
R.T.O
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
V.T.R
V.T.R
R.T.O
L.R.
L.R.
L.R.
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V.T.R
R.T.O
L.R.
L.R.
L.R.
L.R.
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L.R.
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L.R.
V.T.R
L.R.
V.T.R
L.R.
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L.R.
V.T.R
L.C.P.P
L.C.P.P
L.R.L.R.
V.T.R
L.R.
L.R.
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W.T.O
GENERAL NOTES
KEYNOTES
DEMO GUTTER
EXISTING DOWN SPOUT - TO BE REUSED
EXISTING ROOF CURB TO REMAIN
LIGHTNING CABLE OVER SIDE OF WALL TO LOWER ROOF
- REMOVE AND REINSTALL.
TYPICAL - REMOVE FLASHING AND PARAPET CAP
DASHED LINES INDICATE DEMOLITION. NOT ALL ITEMS NOTED FOR
CLARITY.
EACH CONTRACTOR TO CAREFULLY EXAMINE EXISTING CONDITIONS
PRIOR TO TIME OF BID.
PATCH AND REPAIR EXISTING SURFACES, INDICATED TO REMAIN,
DAMAGED DURING DEMOLITION. PREPARE FOR INSTALLATION OF NEW
FINISHES AS SPECIFIED.
PROTECT EXISTING FINISHES TO REMAIN.
MAINTAIN WEATHER TIGHT CONDITIONS ON ALL EXISTING SPACES
THROUGHOUT CONSTRUCTION.
REMOVE AND DISPOSE OFF SITE EXISTING MEMBRANE, INSULATION,
METAL TRIM AND PAVERS. CONTRACTOR TO REMOVE AGGREGATE
BALLAST OFFSITE AND DISPOSE.
CONTRACTOR TO REMOVE & REINSTALL LIGHTNING PROTECTION
CABLES & RODS. PROVIDE NEW CABLE CLIPS. RE-CERTIFICATION IS
NOT REQUIRED.
EXISTING ROOF TIE OFF ANCHORS TO BE REMOVED BY THE
CONTRACTOR. COORDINATE THIS WORK WITH THE OWNER SO THE
THROUGH BOLT DOES NOT DROP INTO THE BUILDING.
DURING ROOF DEMOLITION, CHECK ALL PIPE COUPLINGS ON ROOF
VENTS. NOTIFY FACILITY IF ANY NEED TO BE REPLACED.
CONTRACTOR TO IMMEDIATELY NOTIFY THE OWNER IF ANY MATERIALS
AND/OR TOOLS FALL OFF OF ROOF. ONLY THE OWNER WILL BE
ALLOWED TO RETRIEVE THE FALLEN ITEMS.
ALL ROOF AND BUILDING MOUNTED SECURITY CAMERAS OR DEVICES
WILL BE REMOVED AND REINSTALLED BY THE OWNER.
A
B
C
D
E
F
G
H
I
J
EXSITING ROOF ASSEMBELY
EXISTING ROOF STACK HGT: 5"
1. LOOSE LAID BALLAST
2. 60 MIL. EPDM
3. 4 1/2" XPS INSULATION (2 LAYERS)
4. 1/2" GYPSUM SUBSTRATE
5. SLOPED CONCRETE DECK
K
INDICATES PAVERS TO BE REMOVED
LEGEND
INDICATES PAVER WALKING PATHS TO BE REMOVED
AREA OPEN TO BELOW. CONTRACTOR TO COVER ENTIRE
AREA AS TO NOT ALLOW ANY MATERIALS AND/OR TOOLS
FALL INTO THE AREA BELOW.
V.T.R - VENT THROUGH ROOF
- TO REMAIN REMOVE ROOFING MEMBRANE AS
NEEDED TO PREP FOR NEW ROOFING
MATERIALS.
L.C.P.P. - LIGHTNING CABLE PROTECTION PENETRATION
- TO BE REMOVED AND REINSTALLED WITH NEW
CLIPS
R.T.O. - ROOF TIE OFF
- REMOVE FULLY NOT TO BE REINSTALLED,
PATCH HOLES IN THE CONCRETE DECK.
COORDINATE DEMOLITION WITH OWNER SO
MATERIAL DOES NOT FALL INSIDE OF BUILDING.
W.T.O. - WALL TIE OFF
- TO REMAIN
E.F. - EXHAUST FAN
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR DEMO OF
ROOF MEMBRANE.
S.A - SUPPLY AIR (AIR INTAKE)
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR DEMO OF
ROOF MEMBRANE.
- LIGHTNING ROD & CABLES
- FIELD VERIFY LOCATIONS, REMOVE AND
REINSTALL TO EXISTING LOCATIONS WITH NEW
CLIPS
L.R. - LIGHTNING ROD
- FIELD VERIFY QUANTITIES & LOCATIONS,
REMOVE AND REINSTALL TO EXISTING
LOCATIONS WITH NEW CLIPS.
R.H - ROOF HATCH
- TO REMAIN
C M
B A
A R
C H
IT
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C T
S
G R
A N
D A
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S P
E N
C E
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A
(P
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.2
.3
REVISIONS
SHEET
D A
T E
P R
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E C
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COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
/1
7/
:3
:0
P M
A u to d e sk
D o c s:
D
O C
F D
C F
U n it A
, B , G
R o o f
R e p la c e m e n t
/2
D O
C F
D C
F U n it
A , B
, G , R o o f R e p la c e m e n t
R F
T
. U
S E
.r vt
A2.00
F O
R T
D O
D G
E , I
O W
A
.1
.2
.0
D O
C F
D C
F U
N
IT
A
B
G R
O O
F R
E P
L A
C E
M E
N T
IO
W
A D
A S
D E
M O
P L
A N
B
U
IL
D
IN
G A
1/8" = 1'-0"1
DEMO - BUILDING A
N
KEY PLAN
NO. DESCRIPTION DATE
.17
.2
V.T.R V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
R.T.O
R.T.O
W.T.O
R.T.O R.T.O
R.T.O
L.C.P.P L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
E.F.
E.F.
E.F.
E.F.
S.F.
E.F.
S.A.
E.F.
R.H.
E.F.
S.A
S.A
E.F.
L.R. L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R. L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
2 2 2 2
GENERAL NOTES
KEYNOTES
DEMO GUTTER
EXISTING DOWN SPOUT - TO BE REUSED
EXISTING ROOF CURB TO REMAIN
LIGHTNING CABLE OVER SIDE OF WALL TO LOWER ROOF
- REMOVE AND REINSTALL.
TYPICAL - REMOVE FLASHING AND PARAPET CAP
DASHED LINES INDICATE DEMOLITION. NOT ALL ITEMS NOTED FOR
CLARITY.
EACH CONTRACTOR TO CAREFULLY EXAMINE EXISTING CONDITIONS
PRIOR TO TIME OF BID.
PATCH AND REPAIR EXISTING SURFACES, INDICATED TO REMAIN,
DAMAGED DURING DEMOLITION. PREPARE FOR INSTALLATION OF NEW
FINISHES AS SPECIFIED.
PROTECT EXISTING FINISHES TO REMAIN.
MAINTAIN WEATHER TIGHT CONDITIONS ON ALL EXISTING SPACES
THROUGHOUT CONSTRUCTION.
REMOVE AND DISPOSE OFF SITE EXISTING MEMBRANE, INSULATION,
METAL TRIM AND PAVERS. CONTRACTOR TO REMOVE AGGREGATE
BALLAST OFFSITE AND DISPOSE.
CONTRACTOR TO REMOVE & REINSTALL LIGHTNING PROTECTION
CABLES & RODS. PROVIDE NEW CABLE CLIPS. RE-CERTIFICATION IS
NOT REQUIRED.
EXISTING ROOF TIE OFF ANCHORS TO BE REMOVED BY THE
CONTRACTOR. COORDINATE THIS WORK WITH THE OWNER SO THE
THROUGH BOLT DOES NOT DROP INTO THE BUILDING.
DURING ROOF DEMOLITION, CHECK ALL PIPE COUPLINGS ON ROOF
VENTS. NOTIFY FACILITY IF ANY NEED TO BE REPLACED.
CONTRACTOR TO IMMEDIATELY NOTIFY THE OWNER IF ANY MATERIALS
AND/OR TOOLS FALL OFF OF ROOF. ONLY THE OWNER WILL BE
ALLOWED TO RETRIEVE THE FALLEN ITEMS.
ALL ROOF AND BUILDING MOUNTED SECURITY CAMERAS OR DEVICES
WILL BE REMOVED AND REINSTALLED BY THE OWNER.
A
B
C
D
E
F
G
H
I
J
EXSITING ROOF ASSEMBELY
EXISTING ROOF STACK HGT: 5"
1. LOOSE LAID BALLAST
2. 60 MIL. EPDM
3. 4 1/2" XPS INSULATION (2 LAYERS)
4. 1/2" GYPSUM SUBSTRATE
5. SLOPED CONCRETE DECK
K
INDICATES PAVERS TO BE REMOVED
LEGEND
INDICATES PAVER WALKING PATHS TO BE REMOVED
AREA OPEN TO BELOW. CONTRACTOR TO COVER ENTIRE
AREA AS TO NOT ALLOW ANY MATERIALS AND/OR TOOLS
FALL INTO THE AREA BELOW.
V.T.R - VENT THROUGH ROOF
- TO REMAIN REMOVE ROOFING MEMBRANE AS
NEEDED TO PREP FOR NEW ROOFING
MATERIALS.
L.C.P.P. - LIGHTNING CABLE PROTECTION PENETRATION
- TO BE REMOVED AND REINSTALLED WITH NEW
CLIPS
R.T.O. - ROOF TIE OFF
- REMOVE FULLY NOT TO BE REINSTALLED,
PATCH HOLES IN THE CONCRETE DECK.
COORDINATE DEMOLITION WITH OWNER SO
MATERIAL DOES NOT FALL INSIDE OF BUILDING.
W.T.O. - WALL TIE OFF
- TO REMAIN
E.F. - EXHAUST FAN
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR DEMO OF
ROOF MEMBRANE.
S.A - SUPPLY AIR (AIR INTAKE)
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR DEMO OF
ROOF MEMBRANE.
- LIGHTNING ROD & CABLES
- FIELD VERIFY LOCATIONS, REMOVE AND
REINSTALL TO EXISTING LOCATIONS WITH NEW
CLIPS
L.R. - LIGHTNING ROD
- FIELD VERIFY QUANTITIES & LOCATIONS,
REMOVE AND REINSTALL TO EXISTING
LOCATIONS WITH NEW CLIPS.
R.H - ROOF HATCH
- TO REMAIN
1/8" = 1'-0"1
DEMO - BUILDING B & G
C M
B A
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C H
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C T
S
G R
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D A
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S P
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(P
) 7
.2
.3
REVISIONS
SHEET
D A
T E
P R
O J
E C
T
PL
O
T D
AT
E
FI
LE
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AT
H
COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
/1
7/
:3
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P M
A u to d e sk
D o c s:
D
O C
F D
C F
U n it A
, B , G
R o o f
R e p la c e m e n t
/2
D O
C F
D C
F U n it
A , B
, G , R o o f R e p la c e m e n t
R F
T
. U
S E
.r vt
A2.01
F O
R T
D O
D G
E , I
O W
A
.1
.2
.0
D O
C F
D C
F U
N
IT
A
B
G R
O O
F R
E P
L A
C E
M E
N T
IO
W
A D
A S
D E
M O
P L
A N
B
U
IL
D
IN
G B
G
KEY PLAN
NO. DESCRIPTION DATE
.17
.2
GENERAL NOTES
KEYNOTES
METAL GUTTER - RECONNECT TO EXISTING DOWNSPOUT
BUILDING LABEL - BUILT WITH WHITE WALKING PAD , VERIFY LETTER
ORIENTATION WITH OWNER PRIOR TO INSTALLATION
ROOF HATCH FALL PROTECTION
ROOF ACCESS LADDER - REMOVE AND REINSTALL AS NEEDED
ROOF ACCESS DOOR - DOOR TO REMAIN SIM 6/A4.00
EXISTING DOWNSPOUT TO BE REUSED - FIELD VERIFY LOCATION
EXPANSION JOINT - LOCATION SHOW FOR REPRESENTATION ONLY,
CONTRACTOR IS TO PROVIDE JOINTS PER MANUFACTURERS
REQUIREMENTS.
EXISTING ROOF CURB TO REMAIN
LIGHTNING CABLE OVER SIDE OF WALL TO LOWER ROOF
ROOF ACCESS DOOR - NO WORK REQUIRED.
QUANTITY, SIZE AND LOCATIONS OF ALL MEP ITEMS ARE APPROXIMATE,
CONTRACTOR IS TO FIELD VERIFY.
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
PROVIDE CURBS AND/OR FLASHING TO MAKE ALL PENETRATIONS
WEATHER-TIGHT.
PONDING WATER WILL NOT BE ACCEPTED.
ROOF COPING (CAPS), FLASHING AND TRIMS SHALL BE SLOPED A
MINIMUM OF 1/2" PER 1'-0" UNLESS NOTED OTHERWISE
ROOF LAYOUT, TAPERED INSULATION, CRICKETS, ETC ARE
DIAGRAMMATIC IN NATURE. FINAL DESIGN AND LAYOUT TO BE
COORDINATED WITH ROOFING MANUFACTURER.
MATCH EXISTING GUTTER SIZE AND THICKNESS
DOWNSPOUT LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS,
CONTRACTOR IS TO FIELD VERIFY LOCATIONS.
A
B
C
D
E
F
G
LEGEND
WALKING PATH - REMOVE PAVERS WHERE APPLICABLE
AREA OPEN TO BELOW. CONTRACTOR TO COVER ENTIRE
AREA AS TO NOT ALLOW ANY MATERIALS AND/OR TOOLS
FALL INTO THE AREA BELOW.
V.T.R - VENT THROUGH ROOF
- TO REMAIN - 1/A4.00
L.C.P.P. - LIGHTNING CABLE PROTECTION PENETRATION
- INSTALL NEW FLASHING- 5/A4.00
W.T.O. - WALL TIE OFF
- TO REMAIN
E.F. - EXHAUST FAN
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR
INSTALLATION OF NEW ROOFING MEMBRANE.
SIM - 6/A4.00
S.A - SUPPLY AIR (AIR INTAKE)
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR
INSTALLATION OF NEW ROOFING MEMBRANE.
SIM - 6/A4.00
- LIGHTNING ROD CABLES
- FIELD VERIFY LOCATIONS, REMOVE AND
REINSTALL TO EXISTING LOCATION WITH NEW
CLIPS
L.R. - LIGHTNING ROD - VERIFY LOCATION AND QUANTITY
IN FIELD.
- SEE DETAIL 2/A4.00
R.H - EXISTING ROOF HATCH
ROOF CRICKET - SLOPE A MIN OF 1/8" / 1'
ROOF ASSEMBILIES
ROOF MEMBRANE - FULLY ADHERED
ROOF COVER BOARD - FULLY ADHERED
INSULATION, R-30 MIN. - FULLY ADHERED
EXITING CONCRETE DECK TO REMAIN
H
37' -
88' - 6"
37' - 4"
88' - 6"
16' - 0"
56' - 0"
97' - 6 1/
4"
5'
19' - 11"
5'
97' - 6 1/4"
1/ 4"
1' -0
1/4" / 1'-0"
1/4" / 1'-0"
/4
A4.00
A4.00
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
W.T.O
V.T.R
V.T.R
V.T.R
V.T.R
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
V.T.R
V.T.R L.R.
L.R.
L.R.
V.T.R
V.T.R
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
V.T.R
L.R.
V.T.R
L.R.
L.R.
L.R.
V.T.R
L.C.P.P
L.C.P.P
L.R.L.R.
V.T.R
L.R.
L.R.
L.R.
L.R. L.R.
V.T.R
W.T.O
A4.00
A4.00
Sim
A4.00
Sim
A4.00
Sim
E.F.
A4.00
Sim
A4.00
Sim
A4.00
Sim 2
E.F.
S.F.
E.F.
E.F.
E.F.
E.F.
S.F.
S.F.
C M
B A
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C H
IT
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C T
S
G R
A N
D A
V E
S P
E N
C E
R , I
A
(P
) 7
.2
.3
REVISIONS
SHEET
D A
T E
P R
O J
E C
T
PL
O
T D
AT
E
FI
LE
P
AT
H
COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
/1
7/
:3
:0
P M
A u to d e sk
D o c s:
D
O C
F D
C F
U n it A
, B , G
R o o f
R e p la c e m e n t
/2
D O
C F
D C
F U n it
A , B
, G , R o o f R e p la c e m e n t
R F
T
. U
S E
.r vt
A2.02
F O
R T
D O
D G
E , I
O W
A
.1
.2
.0
D O
C F
D C
F U
N
IT
A
B
G R
O O
F R
E P
L A
C E
M E
N T
IO
W
A D
A S
R O
O F
P L
A N
B
U
IL
ID
N
G A
1/8" = 1'-0"1
BLDG. A - ROOF PLAN
KEY PLAN
NO. DESCRIPTION DATE
.17
.2
GENERAL NOTES
KEYNOTES
METAL GUTTER - RECONNECT TO EXISTING DOWNSPOUT
BUILDING LABEL - BUILT WITH WHITE WALKING PAD , VERIFY LETTER
ORIENTATION WITH OWNER PRIOR TO INSTALLATION
ROOF HATCH FALL PROTECTION
ROOF ACCESS LADDER - REMOVE AND REINSTALL AS NEEDED
ROOF ACCESS DOOR - DOOR TO REMAIN SIM 6/A4.00
EXISTING DOWNSPOUT TO BE REUSED - FIELD VERIFY LOCATION
EXPANSION JOINT - LOCATION SHOW FOR REPRESENTATION ONLY,
CONTRACTOR IS TO PROVIDE JOINTS PER MANUFACTURERS
REQUIREMENTS.
EXISTING ROOF CURB TO REMAIN
LIGHTNING CABLE OVER SIDE OF WALL TO LOWER ROOF
ROOF ACCESS DOOR - NO WORK REQUIRED.
QUANTITY, SIZE AND LOCATIONS OF ALL MEP ITEMS ARE APPROXIMATE,
CONTRACTOR IS TO FIELD VERIFY.
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
PROVIDE CURBS AND/OR FLASHING TO MAKE ALL PENETRATIONS
WEATHER-TIGHT.
PONDING WATER WILL NOT BE ACCEPTED.
ROOF COPING (CAPS), FLASHING AND TRIMS SHALL BE SLOPED A
MINIMUM OF 1/2" PER 1'-0" UNLESS NOTED OTHERWISE
ROOF LAYOUT, TAPERED INSULATION, CRICKETS, ETC ARE
DIAGRAMMATIC IN NATURE. FINAL DESIGN AND LAYOUT TO BE
COORDINATED WITH ROOFING MANUFACTURER.
MATCH EXISTING GUTTER SIZE AND THICKNESS
DOWNSPOUT LOCATIONS ARE SHOWN IN APPROXIMATE LOCATIONS,
CONTRACTOR IS TO FIELD VERIFY LOCATIONS.
A
B
C
D
E
F
G
LEGEND
WALKING PATH - REMOVE PAVERS WHERE APPLICABLE
AREA OPEN TO BELOW. CONTRACTOR TO COVER ENTIRE
AREA AS TO NOT ALLOW ANY MATERIALS AND/OR TOOLS
FALL INTO THE AREA BELOW.
V.T.R - VENT THROUGH ROOF
- TO REMAIN - 1/A4.00
L.C.P.P. - LIGHTNING CABLE PROTECTION PENETRATION
- INSTALL NEW FLASHING- 5/A4.00
W.T.O. - WALL TIE OFF
- TO REMAIN
E.F. - EXHAUST FAN
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR
INSTALLATION OF NEW ROOFING MEMBRANE.
SIM - 6/A4.00
S.A - SUPPLY AIR (AIR INTAKE)
- TO REMAIN - OWNER WILL REMOVE AND
REINSTALL AS NEEDED TO ALLOW FOR
INSTALLATION OF NEW ROOFING MEMBRANE.
SIM - 6/A4.00
- LIGHTNING ROD CABLES
- FIELD VERIFY LOCATIONS, REMOVE AND
REINSTALL TO EXISTING LOCATION WITH NEW
CLIPS
L.R. - LIGHTNING ROD - VERIFY LOCATION AND QUANTITY
IN FIELD.
- SEE DETAIL 2/A4.00
R.H - EXISTING ROOF HATCH
ROOF CRICKET - SLOPE A MIN OF 1/8" / 1'
ROOF ASSEMBILIES
ROOF MEMBRANE - FULLY ADHERED
ROOF COVER BOARD - FULLY ADHERED
INSULATION, R-30 MIN. - FULLY ADHERED
EXITING CONCRETE DECK TO REMAIN
H
59'-0"
'-0
74'-0"
44'-0"
'-0
'-5
1/4" / 1'-0"
/4
"1/ 4"
1' -0
59' - 0"
V.T.R V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
V.T.R
W.T.O
R.T.O
L.C.P.P L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
L.C.P.P
E.F.
E.F.
E.F.
E.F.
S.F.
E.F.
S.A.
E.F.
R.H.
E.F.
S.A
S.A
E.F.
L.R. L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R. L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
L.R.
8' - 6"
10' - 2"
8' - 8"
'-2
/2
'-2
/2
122'-5"
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
Sim
A4.00
E.F.
1/4" / 1'-0"
1/4" / 1'-0"
6 7 6 6 7 6
C M
B A
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C H
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C T
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G R
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D A
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S P
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C E
R , I
A
(P
) 7
.2
.3
REVISIONS
SHEET
D A
T E
P R
O J
E C
T
PL
O
T D
AT
E
FI
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AT
H
COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
/1
7/
:3
:0
P M
A u to d e sk
D o c s:
D
O C
F D
C F
U n it A
, B , G
R o o f
R e p la c e m e n t
/2
D O
C F
D C
F U n it
A , B
, G , R o o f R e p la c e m e n t
R F
T
. U
S E
.r vt
A2.03
F O
R T
D O
D G
E , I
O W
A
.1
.2
.0
D O
C F
D C
F U
N
IT
A
B
G R
O O
F R
E P
L A
C E
M E
N T
IO
W
A D
A S
R O
O F
P L
A N
B
U
IL
D
IN
G B
G
1/8" = 1'-0"1
ROOF PLAN - BUILDING B & G
N
BUILDING G LABEL
KEY PLAN
NO. DESCRIPTION DATE
.17
.2
M A
T C
H E
X
IS
T
IN
G
5 4
/2
M A
T C
H E
X
IS
T
IN
G
M
IN
/2
V
IF
'-7
V .I .F
M
A T
C H
E X
IS
T
IN
G
4 8
M
IN
BASE WRAP TO EXTEND MIN. 1" UP
VERTICAL SURFACE OF PIPE AND 2"
MIN. ONTO FIELD MEMBRANE
UPPER WRAP TO EXTEND 1 1/2" ONTO
BASE WRAP AND 8" MIN. UP PIPE AND
SEALED INTO A BEAD OF MEMBRANE
WATERSTOP WITH A STAINLESS STEEL
CLAMPING RING.
PRE-MOLDED
PIPE FLASHING
SEALING MASTIC
S.S. CLAMP RING
LAP SEALANT
PIPE PENETRATION
SINGLE-PLY MEMBRANE ROOFING
SINGLE-PLY MEMBRANE FLASHING
ROOF ASSEMBLY
S.S. CLAMP RING
GENERAL NOTES
KEYNOTES
EXISTING CONCRETE STRUCTURE
RIGID INSULATION
TAPERED RIGID INSULATION
COVER BOARD
TREATED BLOCKING
ALUMINUM FASCIA
NEW ALUMINUM GUTTER - CONNECT TO EXISTING DOWNSPOUT AT ALL
LOCATIONS
FULLY ADHERED ROOF MEMBRANE
EXISTING LIGHTNING SPIKE
TERMINATION BAR & SEALANT
SEALANT
EXISTING LIGHTNING GROUND WIRE
VERIFY EXISTING CURB CONDITIONS
OWNER TO REMOVE AND REATTACH EXISTING MECHANICAL
EQUIPMENT. CONTRACTOR TO COORDINATE WORK WITH OWNER.
GOOSENECK CABLE FLASHING
BACKER ROD FILL GAP
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
PROVIDE CURBS AND/OR FLASHING TO MAKE ALL PENETRATIONS
WEATHER-TIGHT.
ROOF COPING (CAPS), FLASHING AND TRIMS SHALL BE SLOPED A
MINIMUM OF 1/2" PER 1'-0" UNLESS NOTED OTHERWISE
MATCH EXISTING GUTTER SIZE AND THICKNESS
DETAILS MAY VARY DEPENDING ON MANUFACTURER'S WARRANTY
REQUIREMENTS.
A
B
C
D
E
1 3/4"
EXPANSION JOINT CAP.
INSTALL OVER TOP, FRONT, &
BACK EDGES OF JOINT
BETWEEN GUTTER SECTIONS.
PROVIDE BUTT TYPE EXPANSION
JOINTS W/ SLEEVE COVER & JOINT.
PROVIDE JOINTS AS REQUIRED BY
MANUFACTURER.
NOTE: SLEEVE COVER AND JOINT CAP
ARE TO ALLOW FOR EXPANSION /
CONTRACTION MOVEMENT.
GUTTER CAPS
GUTTER
VARIES
1"
C M
B A
A R
C H
IT
E
C T
S
G
R A
N D
A V
E S
P E
N C
E R
, I A
(P ) 7
.2
.3
REVISIONS
SHEET
D A
T E
P R
O J
E C
T
PL
O
T D
AT
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AT
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COPYRIGHT. Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Cannon Moss Brygger & Associates is prohibited by copyright law.
IF THIS DRAWING IS NOT 30"x42" IT IS NOT TO SCALE
/2
/2
:4 7:
P
M
A u to d e sk
D o c s:
D
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1 1/2" = 1'-0"3
GUTTER DETAIL
1 1/2" = 1'-0"4
FASCIA DETAIL
1 1/2" = 1'-0"2
LIGHTNING ROOF SPIKE DETAIL
1 1/2" = 1'-0"7
STEPPED ROOF DETAIL
1 1/2" = 1'-0"8
STEPPED ROOF DETAIL
1" = 1'-0"1
ROOF PENETRATION
1 1/2" = 1'-0"6
TYP. MECH. CURB DETAIL
1 1/2" = 1'-0"5
CABLE THROUGH ROOF DETAIL
1 1/2" = 1'-0"10
GUTTER AND EXPANSION JOINT
PROVIDE FASCIA EXPANSION JOINT AT GUTTER EXPANSION JOINT LOCATIONS
1 1/2" = 1'-0"9
ALLOWANCE - SEAL ROOF DECK
NO. DESCRIPTION DATE
| Sheets |
| T.01 - TITLE |
| A1.00 - SITE PLANS |
| A2.00 - DEMO PLAN - BUILDING A |
| A2.01 - DEMO PLAN - BUILDING B & G |
| A2.02 - ROOF PLAN - BUILIDNG A |
| A2.03 - ROOF PLAN - BUILDING B & G |
| z_00 - CMBA STARTING VIEW |
| A4.00 - ROOF DETAILS |
File details come from the government source that posted it. Updated .