roof demolition plan - option #02
A. 1
2 B.
2-E
2-F
2-G
2-H
2-J
2-K
2-L
EB
PHASE A
2-A 2-B 2-C
OPTION #02
C.H. GUERNSEY & COMPANY C.A. ARCHITECTURE: #00577 EXPIRES JUNE 30, 2013 C.A. ENGINEERING: #10 EXPIRES JUNE 30, 2014
DEMOLITION GENERAL NOTES:
C. D. E. F. G. H. J. K.
EA A FF
L. M.
FF
N.
X
P. Q. R. S. T.
B SA
U. V.
X
W. X.
C
FF
Y. Z. FF
X
REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SHEETS FOR ADDITIONAL WORK REQUIREMENTS INCLUDING CONCRETE SLAB REMOVAL FOR NEW UNDER FLOOR PIPING AND STRUCTURAL FOUNDATIONS AS REQUIRED. WORKSTATIONS, STORAGE SHELVES, EQUIPMENT, EQUIPMENT SUPPORT & STORED MATERIALS ARE TO BE REMOVED BY FAA PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE IN KIND PORTIONS OF WALLS & CEILINGS DAMAGED AS PART OF THE DEMOLITION WORK. DEMOLISH ALL EXISTING FLOORING MATERIAL TO CONCRETE. CLEAN CONCRETE. DEMOLISH ALL RAISED FLOORING SYSTEM. CLEAN CONCRETE. DEMOLISH CONCRETE RAMP, STAIRS AND LANDING. DEMOLISH EXISTING CONCRETE SLAB, WALLS AND STAIRS. EXISTING FLOORING TO REMAIN AS SHOWN ON DRAWINGS. DEMOLISH ALL EXISTING BASE MATERIAL. DEMOLISH & REMOVE ALL CMU AND BRICK EXTERIOR WALL (FULL HEIGHT) TO EXPOSED EXISTING CONCRETE STRUCTURE (PROTECT STRUCTURE). DEMOLISH & REMOVE CONCRETE RETAINING WALLS, RAMPS, PLANTERS, CMU BRICK WALLS AND WALKWAYS/SLABS. DEMOLISH & REMOVE ALL INTERIOR PARTITION WALLS (FULL HEIGHT) – FLOOR TO BOTTOM OF STRUCTURE. DEMOLISH & REMOVE ALL LAY-IN ACOUSTICAL CEILING TILES & GRID SUPPPORT SYSTEM DEMOLISH & REMOVE ALL PLASTER CEILINGS & SUPPORT SYSTEM DEMOLISH ALL DOORS & FRAMES – RETURN CORES TO FAA DEMOLISH ALL ALUMINUM DOOR, SIDELITE, GLAZING & FRAME – RETURN CORES TO FAA DEMOLISH ALL ALUMINUM WINDOW FRAMES AND GLAZING. DEMOLISH ALL MILLWORK INCLUDING WALL CABINETS, BASE CABINETS, COUNTERTOPS AND HARDWARE DEMOLISH & REMOVE ALL TOILET PARTITIONS & ACCESSORIES. DEMOLISH ALL PLUMBING FITURES AND CAP PLUMBING. COORDINATE WITH MECHANICAL. PROTECT ALL CONCRETE COLUMNS, BEAMS AND FLOOR/ROOF STRUCTURES. COORDINATE WITH STRUCTURAL. REMOVE EXISTING ROOFING SYSTEM ON ITS ENTIRETY TO THE EXISTING STRUCTURAL DECK/SLAB BELOW. COORDINATE WITH STRUCTURAL. DEMOLISH ALL EXISTING COPING/GRAVEL GUARD. DEMOLISH ALL EXISTING ROOF DRAINS. COORDINATE WITH MECHANICAL.
SB
DEMOLITION KEYNOTES:
CA
1. 2. 3. 4.
FF
X
22
5. 6.
D
7. 8. 9. 10. 11. 12. 13. 14.
E
X
Ea
15. 16. 17. 18.
F
19. 20. 21. 22.
FA X
DEMOLISH EXISTING CONCRETE SLAB THIS AREA. SEE STRUCTURAL. DEMOLISH EXISTING CONCRETE RAMP, STAIRS AND LANDING. DEMOLISH EXISTING CONCRETE SLAB, WALLS AND STAIRS. DEMOLISH PORTION OF CONCRETE WALL (FULL HEIGHT) – FLOOR TO BOTTOM OF STRUCTURE. SEE STRUCTURAL. DEMOLISH ALUMINUM STOREFRONT SYSTEM IN ITS ENTIRETY. DEMOLISH CONCRETE STRUCTURAL DECK AND TOPPING SLAB THIS AREA. SEE STRUCTURAL. EXISTING STAIRS, TREADS, RISERS, STRINGERS, LANDINGS TO REMAIN -FULL HEIGHT. EXISTING STRUCTURAL STEEL ROOF DECK TO REMAIN THIS AREA. EXISTING DOOR(S) AND FRAME TO REMAIN. DEMOLISH TOILET PARTITIONS, FIXTURES & ACCESSORIES. SEE PLUMBING. DEMOLISH STEEL PIPE GUARD RAIL SYSTEM. DEMOLISH ELEVATOR AND ELEVATOR EQUIPMENT. DEMOLISH CANOPY AND STEEL PIPE COLUMNS. SALVAGE EXISTING DECORATIVE CMU SCREEN FOR SEAT WALL SHOWN ON SHEET A-529. PROTECT EXISTING CONCRETE STRUCTURAL COLUMNS AND BEAMS. SEE STRUCTURAL. SALVAGE EXISTING BIRD NETTING FOR POTENTIAL RE-USE OVER SAME OPENINGS. DEMOLISH MECHANICAL EQUIPMENT. DEMOLISH BRICK & CMU FLUE IN ITS ENTIRETY. DEMOLISH SPIRAL STAIR IN IT'S ENTIRETY FULL HEIGHT. EXISTING TELECOMMUNICATION EQUIPMENT TO BE PROTECTED THROUGHOUT CONSTRUCTION. COORDINATE DEMOLITION WITH OWNER REFER ELECTRICAL - CONTRACTOR SHALL CONTACT FAA'S AMI-400 TO LOCATE COMMUNICATION LINES PRIOR TO START OF DEMOLITION (954-3651) DEMOLISH EXISTING EIFS AND BACKUP CONSTRUCTION INFILL PANELS EXISTING CONCRETE STRUCTURE TO REMAIN. DEMOLISH EXISTING FACE BRICK AND BACKUP SYSTEM. DEMOLISH EXISTING SKYLIGHT SYSTEM AND ASSOCIATED STOREFRONT AS PART OF BID OPTION #02.
FB
G
OPTION #02 NOT IN CONTRACT
H WA HA J WB
WC
SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS UNDER 49 CFR PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DEFINED IN 49 CFR PARTS 15 AND 1520, EXCEPT WITH WRITTEN PERMISSION OF THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 49 CFR PARTS 15 AND 1520.
REV. LTR.
JOB # SHT. #
NORTH
CHK'D
APP'D
DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION MIKE
MONRONEY
AERONAUTICAL
CENTER
OKLAHOMA CITY,
OKLAHOMA
STB RENOVATION 023-STB, FINAL TYPE B DESIGN SUBMITTAL
ROOF DEMOLITION PLAN - OPTION #02
A-201A AD124D SCALE: 1/8" = 1'-0"
DESCRIPTION
OPTION #02 PHASE A PHASE C N.I.C. KEY PLAN - ROOF
1
DATE
ROOF DEMOLITION PLAN - OPTION #02
8'
4'
0
SCALE: 1/8" = 1'-0"
8'
DESIGNED BY Designer
APPROVED BY
DRAWN BY Author CHECKED BY Checker WORK ORDER 2011-002262
SEQUENCE # ISSUED BY
DATE
50
JULY 11, 2012
DRAWING NO.
AD124D
C.H. GUERNSEY & COMPANY C.A. ARCHITECTURE: #00577 EXPIRES JUNE 30, 2013 C.A. ENGINEERING: #10 EXPIRES JUNE 30, 2014
2-F
A-161D A-527
A-161D A-528
2-G
2-H
4
TOP OF NEW ROOF= 27'-0 1/2" ±
SLOPE 1/4" PER FOOT
TOP OF EXISTING DECK= 36'-8" ±
A-161D A-527
2-L
1
EXISTING MECHANICAL EQUIPMENT TO BE REINSTALLED
2
SIM.
EXISTING CONDITION PHOTOS
EB
1
EXISTING VENT THRU ROOF TO BE EXTENDED
A-161A A-526
EA
EXISTING ELECTRICAL EQUIPMENT TO BE REINSTALLED D.S.
HIGH
4
1. CONTRACTOR SHALL MODIFY EXISTING CURBS AS REQUIRED AND REINSTALL EQUIPMENT ON MODIFIED CURBS.
A-161A A-541
SIM.
2. CONTRACTOR TO EXTEND ELECTRICAL AS REQUIRED.
B
SIM.A-161D A-527
2/A-161D
3. CONTRACTOR TO ACCURATELY COORDINATE ALL ROOFING WORK AND FLASHING FOR PROPER SLOPE AND DRAINAGE TO ALL ROOF DRAINS. AT START OF ROOF WORK PROVIDE ELEVATION SHOTS ON THE ROOF WHICH ESTABLISH THE ELEVATION OF ALL ROOF DRAINS NECESSARY TO ACCOMPLISH A DRAINABLE ROOF WITH NO AREAS OF STANDING WATER.
SA
LOW
5
A-161D A-527
R.D.
A-161D A-527
A-161D A-527
SLOPE 1/4" PER FOOT
5
4 A-161D A-527
1
1
ROOF HATCH
A-161D A-529
3/A-161D D
TOP OF NEW ROOF= 27'-8" ±
E
TOP OF EXISTING CURB = 27'-4" ±
2
Ea
A-161D A-528
A-161D A-528
R.D.
TOP OF EXISTING DECK= 26'-8" ±
6
SIM.
NEW OVERFLOW SCUPPER
TOP OF NEW ROOF= 27'-0 1/2" ±
HIGH
SB CA
3/A-161D
LOW
TOP OF EXISTING DECK= 27'-0" ±
R.D.
TOP OF NEW ROOF= 27'-8" ±
4
A-161D A-522
TOP OF EXISTING DECK= 36'-2" ± R.D.
R.D.
7
SLOPE 1/4"" PER FOOT
C
FF
SIM.
SIM.
SIM.
FF
TOP OF NEW ROOF= 36'-6 1/2" ±
A-161D A-527
A-161D A-527
6
SIM.A-161D A-527
4
4
A-161A A-541 FF
HIGH
DOWNSPOUT
NOTES:
4
LOW
EMERGENCY OVERFLOW ROOF DRAIN
A
R.D. HIGH
2-K
E.R.D.
SIM.
A-161A A-541
2-J
ROOF DRAIN
FF
TOP OF NEW ROOF= 37'-7" ±
SIM.
TOP OF EXISTING DECK= 26'-8" ±
NEW OVERFLOW SCUPPER
4
2/A-161D
2-E
1
R.D.
FF
2-A 2-B 2-C
4
TOP OF EXISTING CURB= 27'-4" ±
ROOF LEGEND
TOP OF EXISTING DECK= 27'-0" ±
A-161D A-528
1 A-161D A-528
TOP OF EXISTING DECK= 27'-5 1/2" ±
HIGH
LOW
1
2
A-161A A-527
A-161A A-526
SIM. E.R.D.
SLOPE 1/4" PER FOOT
R.D.
6 A-161D A-528
SIM.
TOP OF NEW ROOF= 27'-4" ± TOP OF EXISTING DECK= 26'-11 1/2" ±
F
SIM.
E.R.D.
E.R.D.
R.D.
FA
FB
R.D. LOW
TOP OF NEW ROOF= 27'-10" ± TOP OF EXISTING DECK= 27'-5 1/2" ±
3
SLOPE 1/4" PER FOOT
SIM.
4/A-161D
4/A-161D
6
TOP OF NEW ROOF= 27'-10" ±
SLOPE 1/4" PER FOOT
SLOPE 1/4" PER FOOT
SIM.
G
A-161D A-528
H SIM.
WA
4
5
4
A-161D A-528
A-161D A-528
A-161D A-528
HA J WB
SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS UNDER 49 CFR PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DEFINED IN 49 CFR PARTS 15 AND 1520, EXCEPT WITH WRITTEN PERMISSION OF THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 49 CFR PARTS 15 AND 1520.
WC REV. LTR.
JOB # SHT. #
NORTH
DESCRIPTION
CHK'D
APP'D
OPTION #02 PHASE A PHASE C N.I.C. KEY PLAN - ROOF
1
DATE
ROOF PLAN - OPTION #02
DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION MIKE
MONRONEY
AERONAUTICAL
CENTER
OKLAHOMA CITY,
OKLAHOMA
STB RENOVATION 023-STB, FINAL TYPE B DESIGN SUBMITTAL
ROOF PLAN - OPTION #02
A-161D A-161D SCALE: 1/8" = 1'-0" 8'
4'
0
SCALE: 1/8" = 1'-0"
8'
DESIGNED BY
APPROVED BY
DRAWN BY
SEQUENCE #
CHECKED BY WORK ORDER 2011-002262
ISSUED BY
DATE
51
JULY 11, 2012
DRAWING NO.
A-161D
2 B.
2-E
2-F
2-G
2-H
2-J
2-K
2-L
EB
PHASE A
2-A 2-B 2-C
OPTION #02
C.H. GUERNSEY & COMPANY C.A. ARCHITECTURE: #00577 EXPIRES JUNE 30, 2013 C.A. ENGINEERING: #10 EXPIRES JUNE 30, 2014
DEMOLITION GENERAL NOTES:
C. D. E. F. G. H. J. K.
EA A FF
L. M.
FF
N.
X
P. Q. R. S. T.
B SA
U. V.
X
W. X.
C
FF
Y. Z. FF
X
REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SHEETS FOR ADDITIONAL WORK REQUIREMENTS INCLUDING CONCRETE SLAB REMOVAL FOR NEW UNDER FLOOR PIPING AND STRUCTURAL FOUNDATIONS AS REQUIRED. WORKSTATIONS, STORAGE SHELVES, EQUIPMENT, EQUIPMENT SUPPORT & STORED MATERIALS ARE TO BE REMOVED BY FAA PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE IN KIND PORTIONS OF WALLS & CEILINGS DAMAGED AS PART OF THE DEMOLITION WORK. DEMOLISH ALL EXISTING FLOORING MATERIAL TO CONCRETE. CLEAN CONCRETE. DEMOLISH ALL RAISED FLOORING SYSTEM. CLEAN CONCRETE. DEMOLISH CONCRETE RAMP, STAIRS AND LANDING. DEMOLISH EXISTING CONCRETE SLAB, WALLS AND STAIRS. EXISTING FLOORING TO REMAIN AS SHOWN ON DRAWINGS. DEMOLISH ALL EXISTING BASE MATERIAL. DEMOLISH & REMOVE ALL CMU AND BRICK EXTERIOR WALL (FULL HEIGHT) TO EXPOSED EXISTING CONCRETE STRUCTURE (PROTECT STRUCTURE). DEMOLISH & REMOVE CONCRETE RETAINING WALLS, RAMPS, PLANTERS, CMU BRICK WALLS AND WALKWAYS/SLABS. DEMOLISH & REMOVE ALL INTERIOR PARTITION WALLS (FULL HEIGHT) – FLOOR TO BOTTOM OF STRUCTURE. DEMOLISH & REMOVE ALL LAY-IN ACOUSTICAL CEILING TILES & GRID SUPPPORT SYSTEM DEMOLISH & REMOVE ALL PLASTER CEILINGS & SUPPORT SYSTEM DEMOLISH ALL DOORS & FRAMES – RETURN CORES TO FAA DEMOLISH ALL ALUMINUM DOOR, SIDELITE, GLAZING & FRAME – RETURN CORES TO FAA DEMOLISH ALL ALUMINUM WINDOW FRAMES AND GLAZING. DEMOLISH ALL MILLWORK INCLUDING WALL CABINETS, BASE CABINETS, COUNTERTOPS AND HARDWARE DEMOLISH & REMOVE ALL TOILET PARTITIONS & ACCESSORIES. DEMOLISH ALL PLUMBING FITURES AND CAP PLUMBING. COORDINATE WITH MECHANICAL. PROTECT ALL CONCRETE COLUMNS, BEAMS AND FLOOR/ROOF STRUCTURES. COORDINATE WITH STRUCTURAL. REMOVE EXISTING ROOFING SYSTEM ON ITS ENTIRETY TO THE EXISTING STRUCTURAL DECK/SLAB BELOW. COORDINATE WITH STRUCTURAL. DEMOLISH ALL EXISTING COPING/GRAVEL GUARD. DEMOLISH ALL EXISTING ROOF DRAINS. COORDINATE WITH MECHANICAL.
SB
DEMOLITION KEYNOTES:
CA
1. 2. 3. 4.
FF
X
22
5. 6.
D
7. 8. 9. 10. 11. 12. 13. 14.
E
X
Ea
15. 16. 17. 18.
F
19. 20. 21. 22.
FA X
DEMOLISH EXISTING CONCRETE SLAB THIS AREA. SEE STRUCTURAL. DEMOLISH EXISTING CONCRETE RAMP, STAIRS AND LANDING. DEMOLISH EXISTING CONCRETE SLAB, WALLS AND STAIRS. DEMOLISH PORTION OF CONCRETE WALL (FULL HEIGHT) – FLOOR TO BOTTOM OF STRUCTURE. SEE STRUCTURAL. DEMOLISH ALUMINUM STOREFRONT SYSTEM IN ITS ENTIRETY. DEMOLISH CONCRETE STRUCTURAL DECK AND TOPPING SLAB THIS AREA. SEE STRUCTURAL. EXISTING STAIRS, TREADS, RISERS, STRINGERS, LANDINGS TO REMAIN -FULL HEIGHT. EXISTING STRUCTURAL STEEL ROOF DECK TO REMAIN THIS AREA. EXISTING DOOR(S) AND FRAME TO REMAIN. DEMOLISH TOILET PARTITIONS, FIXTURES & ACCESSORIES. SEE PLUMBING. DEMOLISH STEEL PIPE GUARD RAIL SYSTEM. DEMOLISH ELEVATOR AND ELEVATOR EQUIPMENT. DEMOLISH CANOPY AND STEEL PIPE COLUMNS. SALVAGE EXISTING DECORATIVE CMU SCREEN FOR SEAT WALL SHOWN ON SHEET A-529. PROTECT EXISTING CONCRETE STRUCTURAL COLUMNS AND BEAMS. SEE STRUCTURAL. SALVAGE EXISTING BIRD NETTING FOR POTENTIAL RE-USE OVER SAME OPENINGS. DEMOLISH MECHANICAL EQUIPMENT. DEMOLISH BRICK & CMU FLUE IN ITS ENTIRETY. DEMOLISH SPIRAL STAIR IN IT'S ENTIRETY FULL HEIGHT. EXISTING TELECOMMUNICATION EQUIPMENT TO BE PROTECTED THROUGHOUT CONSTRUCTION. COORDINATE DEMOLITION WITH OWNER REFER ELECTRICAL - CONTRACTOR SHALL CONTACT FAA'S AMI-400 TO LOCATE COMMUNICATION LINES PRIOR TO START OF DEMOLITION (954-3651) DEMOLISH EXISTING EIFS AND BACKUP CONSTRUCTION INFILL PANELS EXISTING CONCRETE STRUCTURE TO REMAIN. DEMOLISH EXISTING FACE BRICK AND BACKUP SYSTEM. DEMOLISH EXISTING SKYLIGHT SYSTEM AND ASSOCIATED STOREFRONT AS PART OF BID OPTION #02.
FB
G
OPTION #02 NOT IN CONTRACT
H WA HA J WB
WC
SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS UNDER 49 CFR PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DEFINED IN 49 CFR PARTS 15 AND 1520, EXCEPT WITH WRITTEN PERMISSION OF THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 49 CFR PARTS 15 AND 1520.
REV. LTR.
JOB # SHT. #
NORTH
CHK'D
APP'D
DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION MIKE
MONRONEY
AERONAUTICAL
CENTER
OKLAHOMA CITY,
OKLAHOMA
STB RENOVATION 023-STB, FINAL TYPE B DESIGN SUBMITTAL
ROOF DEMOLITION PLAN - OPTION #02
A-201A AD124D SCALE: 1/8" = 1'-0"
DESCRIPTION
OPTION #02 PHASE A PHASE C N.I.C. KEY PLAN - ROOF
1
DATE
ROOF DEMOLITION PLAN - OPTION #02
8'
4'
0
SCALE: 1/8" = 1'-0"
8'
DESIGNED BY Designer
APPROVED BY
DRAWN BY Author CHECKED BY Checker WORK ORDER 2011-002262
SEQUENCE # ISSUED BY
DATE
50
JULY 11, 2012
DRAWING NO.
AD124D
C.H. GUERNSEY & COMPANY C.A. ARCHITECTURE: #00577 EXPIRES JUNE 30, 2013 C.A. ENGINEERING: #10 EXPIRES JUNE 30, 2014
2-F
A-161D A-527
A-161D A-528
2-G
2-H
4
TOP OF NEW ROOF= 27'-0 1/2" ±
SLOPE 1/4" PER FOOT
TOP OF EXISTING DECK= 36'-8" ±
A-161D A-527
2-L
1
EXISTING MECHANICAL EQUIPMENT TO BE REINSTALLED
2
SIM.
EXISTING CONDITION PHOTOS
EB
1
EXISTING VENT THRU ROOF TO BE EXTENDED
A-161A A-526
EA
EXISTING ELECTRICAL EQUIPMENT TO BE REINSTALLED D.S.
HIGH
4
1. CONTRACTOR SHALL MODIFY EXISTING CURBS AS REQUIRED AND REINSTALL EQUIPMENT ON MODIFIED CURBS.
A-161A A-541
SIM.
2. CONTRACTOR TO EXTEND ELECTRICAL AS REQUIRED.
B
SIM.A-161D A-527
2/A-161D
3. CONTRACTOR TO ACCURATELY COORDINATE ALL ROOFING WORK AND FLASHING FOR PROPER SLOPE AND DRAINAGE TO ALL ROOF DRAINS. AT START OF ROOF WORK PROVIDE ELEVATION SHOTS ON THE ROOF WHICH ESTABLISH THE ELEVATION OF ALL ROOF DRAINS NECESSARY TO ACCOMPLISH A DRAINABLE ROOF WITH NO AREAS OF STANDING WATER.
SA
LOW
5
A-161D A-527
R.D.
A-161D A-527
A-161D A-527
SLOPE 1/4" PER FOOT
5
4 A-161D A-527
1
1
ROOF HATCH
A-161D A-529
3/A-161D D
TOP OF NEW ROOF= 27'-8" ±
E
TOP OF EXISTING CURB = 27'-4" ±
2
Ea
A-161D A-528
A-161D A-528
R.D.
TOP OF EXISTING DECK= 26'-8" ±
6
SIM.
NEW OVERFLOW SCUPPER
TOP OF NEW ROOF= 27'-0 1/2" ±
HIGH
SB CA
3/A-161D
LOW
TOP OF EXISTING DECK= 27'-0" ±
R.D.
TOP OF NEW ROOF= 27'-8" ±
4
A-161D A-522
TOP OF EXISTING DECK= 36'-2" ± R.D.
R.D.
7
SLOPE 1/4"" PER FOOT
C
FF
SIM.
SIM.
SIM.
FF
TOP OF NEW ROOF= 36'-6 1/2" ±
A-161D A-527
A-161D A-527
6
SIM.A-161D A-527
4
4
A-161A A-541 FF
HIGH
DOWNSPOUT
NOTES:
4
LOW
EMERGENCY OVERFLOW ROOF DRAIN
A
R.D. HIGH
2-K
E.R.D.
SIM.
A-161A A-541
2-J
ROOF DRAIN
FF
TOP OF NEW ROOF= 37'-7" ±
SIM.
TOP OF EXISTING DECK= 26'-8" ±
NEW OVERFLOW SCUPPER
4
2/A-161D
2-E
1
R.D.
FF
2-A 2-B 2-C
4
TOP OF EXISTING CURB= 27'-4" ±
ROOF LEGEND
TOP OF EXISTING DECK= 27'-0" ±
A-161D A-528
1 A-161D A-528
TOP OF EXISTING DECK= 27'-5 1/2" ±
HIGH
LOW
1
2
A-161A A-527
A-161A A-526
SIM. E.R.D.
SLOPE 1/4" PER FOOT
R.D.
6 A-161D A-528
SIM.
TOP OF NEW ROOF= 27'-4" ± TOP OF EXISTING DECK= 26'-11 1/2" ±
F
SIM.
E.R.D.
E.R.D.
R.D.
FA
FB
R.D. LOW
TOP OF NEW ROOF= 27'-10" ± TOP OF EXISTING DECK= 27'-5 1/2" ±
3
SLOPE 1/4" PER FOOT
SIM.
4/A-161D
4/A-161D
6
TOP OF NEW ROOF= 27'-10" ±
SLOPE 1/4" PER FOOT
SLOPE 1/4" PER FOOT
SIM.
G
A-161D A-528
H SIM.
WA
4
5
4
A-161D A-528
A-161D A-528
A-161D A-528
HA J WB
SENSITIVE SECURITY INFORMATION WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION THAT IS UNDER 49 CFR PARTS 15 AND 1520. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT A "NEED TO KNOW", AS DEFINED IN 49 CFR PARTS 15 AND 1520, EXCEPT WITH WRITTEN PERMISSION OF THE SECRETARY OF TRANSPORTATION. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. FOR U.S. GOVERNMENT AGENCIES, PUBLIC DISCLOSURE IS GOVERNED BY 5 U.S.C. 552 AND 49 CFR PARTS 15 AND 1520.
WC REV. LTR.
JOB # SHT. #
NORTH
DESCRIPTION
CHK'D
APP'D
OPTION #02 PHASE A PHASE C N.I.C. KEY PLAN - ROOF
1
DATE
ROOF PLAN - OPTION #02
DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION MIKE
MONRONEY
AERONAUTICAL
CENTER
OKLAHOMA CITY,
OKLAHOMA
STB RENOVATION 023-STB, FINAL TYPE B DESIGN SUBMITTAL
ROOF PLAN - OPTION #02
A-161D A-161D SCALE: 1/8" = 1'-0" 8'
4'
0
SCALE: 1/8" = 1'-0"
8'
DESIGNED BY
APPROVED BY
DRAWN BY
SEQUENCE #
CHECKED BY WORK ORDER 2011-002262
ISSUED BY
DATE
51
JULY 11, 2012
DRAWING NO.
A-161D
