j26_Trial_Proposal_Drawings.pdf
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- W9124P-16-R-0006
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j26 - Trail Proposal Drawings
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SCALE: �"=1’-0"
S. KRESAL
T. SMITH
B. BEST
J. RILEY
S P
E C
N
A
W
A .D
G N
PW-3545
i p p e n t a b l e d g n s p e c s y t i m e
BLDG. 3545
M. STOUT
220TQF/TN-41712
TECH ESCORT TRAINING
FACILITY
AS SHOWN
FEB. 2002
LEGEND AND NOTES
HVAC PLAN,
HVAC PLAN
EF-1
50 CFM
CFM
8x8
AIR
OUTSIDE
650 CFM
TO HAVE BIRDSCREEN
OUTSIDE AIR LOUVER
SUBMITTED
WILL VARY, DEPENDING ON UNIT
AND RETURN OPENINGS. THESE
PROPERLY FIT AHU DISCHARGE
DUCTS TO TRANSITION TO
MODIFY SUPPLY AND RETURN
AHU-1
1.
2.
3.
4.
5.
HVAC GENERAL NOTES:
6.
AC-1
8x8 SA 12x10 SA
SA
8x8
SA
8x8
SA
8x8
SA
8x8
12x14 SA 14x14 SA
40x20 SA
20x20 SA x
S
A
20x14 SA 12x14 SA 10x12 SA x x x
8x8 SA x
10x12 SA 12x18 SA 14x20 SA 14x20 SA 12x18 SA 10x12 SA
12x10 RA
44x20 RA 34x20 RA x
R
30x20 RA x
20x20 RA x x x
ELEVATION SECTION
LOUVER
EXHAUST DUCT
BIRDSCREEN
WALL EXHAUST FAN DETAIL
NOT TO SCALE
SIDING
METAL
DRIP
SYMBOL TYPE CFM DRIVE H.P.
ELECTRICAL DATA
VOLTS PHASE CYCLE
EF-1 DIRECT0.25 1/152600 115 60
16�" 14" 7"
H W D
EXTERNAL DIMENSIONS
300 1
INSULATION
WALL
DAMPER
GRAVITY
EXHAUST DUCT
INSECT SCREEN
EXHAUST FAN
CAULK
SIDING)
(MATCH
FLASHING
PREFINISHED
AROUND
CLOSING ALL
NEOPRENE
NOT TO SCALE
SUPPLY AIR DIFFUSER DETAIL
SUPPLY DUCT
FITTING W/DAMPER
SPIN-IN TAP
MAX. LENGTH 10’-0"
EXTERNAL INSULATION
FLEX DUCT WITH 2"
AND TO DIFFUSER
EXTEND TO RIGID DUCT
2" EXTERNAL INSULATION
CEILING
SUSPENDED
T-BAR TYPE
NECK
DIFFUSER W/ROUND
LAY-IN SUPPLY AIR
(TYPICAL)
NYLON DRAW BAND
NOT TO SCALE
INTAKE LOUVER DETAIL
& FLASHING
EXISTING GIRT
7.
8.
9.
10.
11.
INCHES
PRESSURE
STATIC
RPM
MOUNTED
EXTERIOR
EXHAUST FAN SCHEDULE
TURNED ON EVEN IF LIGHTS ARE OFF.
ALSO HAVE MANUAL ON/OFF SWITCH AS WELL AS AUTO MODE SO FANS MAY BE
RUN FOR A TEN MINUTE TIME PERIOD AFTER THE LIGHTS ARE TURNED OFF. FAN TO
MENS OR WOMENS LIGHTS ARE ON FAN SHALL BE RUNNING AND SHALL CONTINUTE TO
FAN OPERATION SHALL BE CONNECTED TO LIGHTS INSIDE OF RESTROOMS. WHEN THE
FAN SHALL BE PROVIDED WITH BACKDRAFT DAMPER AND ADUSTABLE EXHAUST GRILLES.
USE THIS MODEL OR APPROVED EQUAL.
FAN MODEL USED FOR DESIGN FROM GRAINGER CATALOG MODEL FANTECH RVF6XL.1.
2.
3.
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
B
CFM
CFM
CFM
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CPU-1
PAD
CONCRETE
3000 PSI
PIPE BOLLARDS
LIQUID LINES
SUCTION AND
FLEX CONNECTION
S.A.S.
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
T
F
F
CFM
A
CFM
A
CFM
CFM
CFM
A
CFM
A
CFM
A
SYMBOL TYPE
8.8
CAP. MBTU
GROSS COOLING
AHU
MATCHED
EER
(BELS)
RATING
SOUND
HVAC UNIT SCHEDULE
CONDENSING UNIT SPLIT SYSTEM
CPU-1 246
DUAL
COMPRESSOR
9.7
SYMBOL
AHU-1 1.5"
AIR HANDLING UNIT (AHU)
(H 0 GAGE)
PRESSURE
TOTAL STATIC
COIL CAPACITY
STEAM HEATING
390 MBH
CFM
USE THIS EQUIPMENT OR APPROVED EQUAL
TRANE AHU TWE 240 B3
TRANE CONDENSING UNIT TTA240 B3
UNIT USED FOR DESIGN:
1.
2.
NOTES:
TO MINIMIZE NOISE TRANSMISSION.
SUPPLY DUCT SHALL HAVE VIBRATION INSULATION CONNECTION
SETBACK THERMOSTAT. UNIT SHALL HAVE DUAL COMPRESSORS.
CONTROLS SHALL HAVE PROGRAMABLE ELECTRONIC NIGHT
ALL SUPPLY AND RETURN DIFFUSERS SHALL HAVE INTREGAL VOLUME AIR DAMPERS.
SHALL ALSO BE EQUIPPED WITH SUBBASE.
CONDENSING UNIT AND AIR HANDLER SHALL BE EQUIPPED WITH VIBRATION ISOLATORS. AIR HANDLER
OF UNIT SELECTED.
CONCRETE PAD FOR CONDENSING UNIT SHALL BE AT LEAST 6" LARGER THAN LENGTH AND WIDTH
COMPANY, PER DESIGN DRAWINGS.
DUCT WORK SUPPLY SYSTEM SHALL BE TESTED AND BALANCED BY AN APPROVED TEST & BALANCE
EQUAL TO THE FIRE WALL RATING.
FIRE WALL PENETRATIONS SHALL BE SEALED WITH AN APPROVED SEALING SYSTEM (AM F&T RATING)
RECOMMENDATIONS.
LIQUID AND SUCTION REFRIGERANT PIPING SHALL BE INSULATED PER MANUFACTURER
DETECTOR TROUBLE.
VISUALLY OR AUDIBLY IN A NORMALLY OCCUPIED AREA AND SHALL BE IDENTIFIED AS AIR DUCT
SIGNAL IN A NORMALLY OCCUPIED AREA. 2. SMOKE DETECTOR TROUBLE CONDITIONS SHALL INDICATE
FOLLOWING OCCUR: 1. SMOKE DETECTION ACTIVATION SHALL CAUSE A VISUAL AND AUDIBLE ALARM
A INDICATOR SWITCH TO INDICATE DETECTORS STATUS (PER NFPA 90A) AND SHALL MAKE THE
OF AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTION. DETECTOR SHALL BE CONNECTED TO
SMOKE DETECTOR SHALL BE INSTALLED IN SUPPLY DUCT AND LOCATED AS FOLLOWS: DOWNSTREAM
STRAIGHT RUNS ONLY.
IN THIS DUCTWORK SYSTEM, ALL ELBOWS SHALL BE HARD DUCT. FLEX DUCT SHALL BE FOR
FROM FLEX DUCT SHALL BE ALLOWED. FLEX ELBOWS SHALL NOT BE FABRICATED OR INSTALLED
EXCEED 3 FEET IN LENGTH IN ANY SINGULAR APPLICATION. NO 90 OR 45 DEGREE ELBOWS MADE
FLEX DUCT SHALL NOT BE USED FOR BRANCH LINES DUCT INSTALLATIONS. FLEX DUCT SHALL NOT
CALCULATIONS WAS USED IN THIS DESIGN.
0.1" OF WATER FOR SUPPLY DUCT CALCULATIONS AND 0.08" OF WATER FOR RETURN DUCT
UNIT BE SELECTED FOR THIS PROJECT, DUCT DIMENSIONS MAY HAVE TO BE MODIFIED. A VALUE OF
THESE SIZES ARE FOR THE PARTICULAR UNIT CHOSEN FOR DESIGN, SHOULD SOME OTHER TYPE OF
DUCTWORK SIZING WAS ACCOMPLISHED BY USING EQUAL FRICTION METHOD FOR DUCT DIMENSIONS.
WITH WEATHERPROOF JACKETING (FOR ALL EXTERIOR DUCT) UNLESS OTHERWISE NOTED.
INSULATE ALL NEW DUCTWORK WITH 2" THICK, FOIL BACKED, � LB DENSITY BLANKET INSULATION
BE PER SMACNA DUCT CONSTRUCTION STANDARDS, SEAL CLASS "C".
DUCT SIZES ARE SHOWN ON DRAWINGS ARE OUTSIDE DIMENSIONS. DUCTWORK CONSTRUCTION SHALL
AND STANDARDS.
FOR A COMPLETE AND OPERABLE SYSTEM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES
IN THESE DRAWINGS SHALL BE STRICTLY CONFORMED TO. ALL MATERIAL AND LABOR REQUIRED
EQUIPMENT, APPURTENANCES, CONTROLS, AND ELECTRICAL CONNECTIONS. ALL PARAMETERS GIVEN
MODIFICATION BE A COMPLETE AND OPERABLE SYSTEM AND BE PROVIDED WITH ALL NECESSARY
(DO NOT SCALE DRAWINGS FOR LOCATIONS OR DIMENSIONS.) IT IS INTENDED THAT THIS HVAC
DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS.
12.
LEGEND
S.A.S.
T
F
F
A
B
SMOKE ALARM DETECTOR
THERMOSTAT
FIRE ALARM VISUAL
FIRE ALARM AUDIO
DIFFFUSER 4-WAY THROW
DIFFUSER 1-WAY THROW
OPPOSED BLADE BALANCING DAMPER
SUPPLY DIFFUSER
RETURN DIFFUSER
VOLUME EXTRACTOR (CONFIGURATION OR MECHANICAL)
HVAC UNIT
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
QUALITY ASSURANCEENERGYENVIRONMENTAL
CUSTOMER:
NOT TO SCALE
STEAM COIL
NON-FREEZE
UNIONL
P
S
UNION
C R
SERVICE VALVE
STRAINER
RETURN
CONDENSATE
TRAP
TRAP
STRAINER
SERVICE VALVE
CHECK VALVE
STEAM
LOW PRESSURE
M
IN
TYP. STEAM COIL PIPING DETAIL
SCALE: ‚"=1'-0"
HVAC PLAN
EF-1
50 CFM
CFM
8x8
AIR
OUTSIDE
650 CFM
TO HAVE BIRDSCREEN
OUTSIDE AIR LOUVER
SUBMITTED
WILL VARY, DEPENDING ON UNIT
AND RETURN OPENINGS. THESE
PROPERLY FIT AHU DISCHARGE
DUCTS TO TRANSITION TO
MODIFY SUPPLY AND RETURN
AHU-1
1.
2.
3.
4.
5.
HVAC GENERAL NOTES:
6.
8x8 SA 12x10 SA
SA
8x8
SA
8x8
SA
8x8
SA
8x8
12x14 SA 14x14 SA
40x20 SA
20x20 SA x
S
A
20x14 SA 12x14 SA 10x12 SA x x
8x8 SA x
10x12 SA 12x18 SA 14x20 SA 14x20 SA 12x18 SA 10x12 SA
12x10 RA
44x20 RA 34x20 RA x
30x20 RA x
20x20 RA x x x
SYMBOL TYPE CFM DRIVE H.P.
ELECTRICAL DATA
VOLTS PHASE CYCLE
EF-1 DIRECT0.25 1/152600 115 60
16ƒ" 14" 7"
H W D
EXTERNAL DIMENSIONS
300 1
7.
8.
9.
10.
11.
INCHES
PRESSURE
STATIC
RPM
MOUNTED
EXTERIOR
EXHAUST FAN SCHEDULE
TURNED ON EVEN IF LIGHTS ARE OFF.
ALSO HAVE MANUAL ON/OFF SWITCH AS WELL AS AUTO MODE SO FANS MAY BE
RUN FOR A TEN MINUTE TIME PERIOD AFTER THE LIGHTS ARE TURNED OFF. FAN TO
MENS OR WOMENS LIGHTS ARE ON FAN SHALL BE RUNNING AND SHALL CONTINUTE TO
FAN OPERATION SHALL BE CONNECTED TO LIGHTS INSIDE OF RESTROOMS. WHEN THE
FAN SHALL BE PROVIDED WITH BACKDRAFT DAMPER AND ADUSTABLE EXHAUST GRILLES.
USE THIS MODEL OR APPROVED EQUAL.
FAN MODEL USED FOR DESIGN FROM GRAINGER CATALOG MODEL FANTECH RVF6XL.1.
2.
3.
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
B
CFM
CFM
CFM
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CPU-1
PAD
CONCRETE
3000 PSI
PIPE BOLLARDS LIQUID LINES
SUCTION AND
FLEX CONNECTION
S.A.S.
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
A
CFM
T
F
F
CFM
A
CFM
A
CFM
CFM
CFM
A
CFM
A
CFM
A
SYMBOL TYPE
8.8
CAP. MBTU
GROSS COOLING
AHU
MATCHED
EER
(BELS)
RATING
SOUND
HVAC UNIT SCHEDULE
CONDENSING UNIT SPLIT SYSTEM
CPU-1 246
DUAL
COMPRESSOR
9.7
SYMBOL
AHU-1 1.5"
AIR HANDLING UNIT (AHU)
(H 0 GAGE)
PRESSURE
TOTAL STATIC
COIL CAPACITY
STEAM HEATING
390 MBH
CFM
USE THIS EQUIPMENT OR APPROVED EQUAL
TRANE AHU TWE 240 B3
TRANE CONDENSING UNIT TTA240 B3
UNIT USED FOR DESIGN:
1.
2.
NOTES:
TO MINIMIZE NOISE TRANSMISSION.
SUPPLY DUCT SHALL HAVE VIBRATION INSULATION CONNECTION
SETBACK THERMOSTAT. UNIT SHALL HAVE DUAL COMPRESSORS.
CONTROLS SHALL HAVE PROGRAMABLE ELECTRONIC NIGHT
ALL SUPPLY AND RETURN DIFFUSERS SHALL HAVE INTREGAL VOLUME AIR DAMPERS.
SHALL ALSO BE EQUIPPED WITH SUBBASE.
CONDENSING UNIT AND AIR HANDLER SHALL BE EQUIPPED WITH VIBRATION ISOLATORS. AIR HANDLER
OF UNIT SELECTED.
CONCRETE PAD FOR CONDENSING UNIT SHALL BE AT LEAST 6" LARGER THAN LENGTH AND WIDTH
COMPANY, PER DESIGN DRAWINGS.
DUCT WORK SUPPLY SYSTEM SHALL BE TESTED AND BALANCED BY AN APPROVED TEST & BALANCE
EQUAL TO THE FIRE WALL RATING.
FIRE WALL PENETRATIONS SHALL BE SEALED WITH AN APPROVED SEALING SYSTEM (AM F&T RATING)
RECOMMENDATIONS.
LIQUID AND SUCTION REFRIGERANT PIPING SHALL BE INSULATED PER MANUFACTURER
DETECTOR TROUBLE.
VISUALLY OR AUDIBLY IN A NORMALLY OCCUPIED AREA AND SHALL BE IDENTIFIED AS AIR DUCT
SIGNAL IN A NORMALLY OCCUPIED AREA. 2. SMOKE DETECTOR TROUBLE CONDITIONS SHALL INDICATE
FOLLOWING OCCUR: 1. SMOKE DETECTION ACTIVATION SHALL CAUSE A VISUAL AND AUDIBLE ALARM
A INDICATOR SWITCH TO INDICATE DETECTORS STATUS (PER NFPA 90A) AND SHALL MAKE THE
OF AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTION. DETECTOR SHALL BE CONNECTED TO
SMOKE DETECTOR SHALL BE INSTALLED IN SUPPLY DUCT AND LOCATED AS FOLLOWS: DOWNSTREAM
STRAIGHT RUNS ONLY.
IN THIS DUCTWORK SYSTEM, ALL ELBOWS SHALL BE HARD DUCT. FLEX DUCT SHALL BE FOR
FROM FLEX DUCT SHALL BE ALLOWED. FLEX ELBOWS SHALL NOT BE FABRICATED OR INSTALLED
EXCEED 3 FEET IN LENGTH IN ANY SINGULAR APPLICATION. NO 90 OR 45 DEGREE ELBOWS MADE
FLEX DUCT SHALL NOT BE USED FOR BRANCH LINES DUCT INSTALLATIONS. FLEX DUCT SHALL NOT
CALCULATIONS WAS USED IN THIS DESIGN.
0.1" OF WATER FOR SUPPLY DUCT CALCULATIONS AND 0.08" OF WATER FOR RETURN DUCT
UNIT BE SELECTED FOR THIS PROJECT, DUCT DIMENSIONS MAY HAVE TO BE MODIFIED. A VALUE OF
THESE SIZES ARE FOR THE PARTICULAR UNIT CHOSEN FOR DESIGN, SHOULD SOME OTHER TYPE OF
DUCTWORK SIZING WAS ACCOMPLISHED BY USING EQUAL FRICTION METHOD FOR DUCT DIMENSIONS.
WITH WEATHERPROOF JACKETING (FOR ALL EXTERIOR DUCT) UNLESS OTHERWISE NOTED.
INSULATE ALL NEW DUCTWORK WITH 2" THICK, FOIL BACKED, ƒ LB DENSITY BLANKET INSULATION
BE PER SMACNA DUCT CONSTRUCTION STANDARDS, SEAL CLASS "C".
DUCT SIZES ARE SHOWN ON DRAWINGS ARE OUTSIDE DIMENSIONS. DUCTWORK CONSTRUCTION SHALL
AND STANDARDS.
FOR A COMPLETE AND OPERABLE SYSTEM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES
IN THESE DRAWINGS SHALL BE STRICTLY CONFORMED TO. ALL MATERIAL AND LABOR REQUIRED
EQUIPMENT, APPURTENANCES, CONTROLS, AND ELECTRICAL CONNECTIONS. ALL PARAMETERS GIVEN
MODIFICATION BE A COMPLETE AND OPERABLE SYSTEM AND BE PROVIDED WITH ALL NECESSARY
(DO NOT SCALE DRAWINGS FOR LOCATIONS OR DIMENSIONS.) IT IS INTENDED THAT THIS HVAC
DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS.
12.
HVAC UNIT
STEAM
FIBERGLASS INSUL.
STEAM LINE W/ 2"
1 1/2" LOW PRESSURE
W/ 2" FIBERGLASS INSUL.
1" CONDENSATE LINE
ARMAFLEX INSUL.
1 5/8" W/ 1"
ARMAFLEX INSUL.
5/8" W/ 1"
MASTER PLANNINGQUALITY ASSURANCEENERGYENVIRONMENTAL
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURAL
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
CUSTOMER:
S. KRESAL
T. SMITH
E C
N
A
D G
N
PW-3545
BLDG. 3545
M. STOUT
220TQF/TN-41712
TECH ESCORT TRAINING
FACILITY
AS SHOWN
FEB. 2002 AC-2
STEAM AND
CONDENSATE PIPING
FLOOR PLAN
TECH ESCORT TRAINING
FACILITY
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
QUALITY ASSURANCEENERGYENVIRONMENTALSECURITY
CUSTOMER:
R. BEEM
A. COLE
FEB 2002
P
E
R .D
G N
AS SHOWN PW-3545
AR-1
s y t i m e d g n s p e c i p p e n t a b l e
BLDG. 3545
3’-0" 3’-0"7’-0" 5’-0"
6’-0" 7’-7"
3’-0" 3’-0"
3’-0"
1’-0"
5’-2" 4’-6" 5’-0"4’-6" 5’-6" 2’-0" 9’-0" 4’-6" 7’-6" +++
8’-0"8’-0"
16’-2" 12’-0"
20’-6"8’-0"5’-0"
T Y
P
.8’-0" TYP.12’-10"
M I N
8’-0"
8’-0"
30’-11"
5’-0" 35’-1"4’-0" 29’-11"
8’-11"1’-0"
26’-0"
82’-0"
34’-7"34’-7" 10’-0"
1’-0" 1’-0"
M. STOUT
MEDIA RM.
CONF. RM.
OFFICE
CADRE ADMIN. AREA
MEN RM.
WOMEN RM.
ELEC. RM. COMM. RM.
VENDING
CLO.
FLOOR PLAN & WALL SECTION
220TQF/TN-41712
MAX.
21 20
MAX.
ANCHOR TO CONC. GRADE BEAM
AS PER BLDG. MFGR. (TYP.)
VAPOR BARRIER
.006" POLYETHYLENE
�" GYP. BD.
FLOOR FINISH-
SEE FINISH SCHEDULE
FINISHED GRADE
CLOSURE STRIPS, TYP.
4" 3000 P.S.I. CONC. SLAB
BLDG. MFGR.
SIZE & SPACING AS PER
BLDG. BENTS & PURLINS
SUSPENDED CEILING
WITH VINYL VAPOR BARRIER
2" GLASS FIBER INSULATION
TYP. EXTERIOR WALL SECTION
COMPACTED FILL
METAL BLDG. MFGR.
COLUMNS SIZED PER
CONCRETE FOOTING AT
SCALE: �" = 1’-0"
MASTIC SEALANT AS RECOMMENDED BY SIDING MANUFACTURED.
MINIMIZE OIL-CANNING EFFECT. ALLSEAMS SHALL BE SEALED WITH
PER ASTM A792-83. SIDING PANELS SHALL HAVE STRIATIONS TO
2 INCH DEEP RIB, PREFINISHED ALUMINUM-ZINC ALLOY COATED STEEL
METAL SIDING PANELS SHALL BE 24 GAUGE MINIMUM, 16 INCH WIDE,
METAL SIDING NOTES:
A792-83.
MINIMUM, PREFINISHED ALUMINUM-ZINC ALLOY COATED STEEL PER ASTM
FASCIA AND GUTTER SHALL BE SINGLE PIECE CONSTRUCTION, 24 GAUGE
BE PERMITTED.
LINES. WAVY, UNEVEN, UNLEVEL, OR LOOSE FLASHING EDGES SHALL NOT
ADEQUATELY SUPPORTED AND FASTENED TO PRODUCE CRISP, STRAIGHT
ALL FLASHINGS AND FASCIA ASSOCIATED WITH SIDING SYSTEM SHALL BE
1.
2.
3.
4.
5.
METAL ROOFING NOTES:
1.
2.
3.
LOOSE FLASHING EDGES SHALL NOT BE PERMITTED.
AND FASTENED TO PRODUCE CRISP, STRAIGHT LINES. WAVY, UNEVEN, UNLEVEL, OR
ALL FLASHINGS ASSOCIATED WITH ROOF SYSTEM SHALL BE ADEQUATELY SUPPORTED
COINCIDE WITH JOINTS IN FASCIA METAL.
SHALL ALLOW A � INCH GAP BETWEEN PIECES. JOINTS IN CHEAT SHOULD NOT
ALL CHEATS SHALL BE CONTINUOUS WITH LENGHTS NOT TO EXCEED 12 FEET AND4.
TO THE ATTENTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE IMMEDIATELY.
ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS SHALL BE BROUGHT
CONTRACTOR SHALL SITE VERIFY ALL RELEVANT DIMENSIONS OF EXISTING BUILDING.5.
COMPACT IN 4 INCH LAYERS TO ACHIEVE 95 PERCENT MINIMUM DENSITY.
GRADED/CRUSHED AGGREGATE SUITABLE FOR BASE MATERIAL, 4 INCH MINIMUM.
THE CLEARED AREA TO 95 PERCENT DENSITY. BACKFILL AND LEVEL WITH DENSE
EXCAVATE UNSUITABLE, UNSTABLE, OR UNCONSOLIDATED MATERIAL AND COMPACT1.
ALL CONCRETE SHALL ATTAIN A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI.2.
REINFORCING BARS SHALL MEET ASTM A615 GRADE 60.3.
4.
POSITION IN THE CENTER OF THE SLAB THROUGHOUT.
WELDED WIRE FABRIC SHALL MEET ASTM A497. FABRIC SHALL BE MAINTAINED IN5.
CONCRETE AND FOUNDATION NOTES:
ALLOWABLE VARIATION OF � INCH.
THE MINIMUM CONCRETE COVER OF REINFORCING BARS SHALL BE 3 INCHES WITH AN
REFERENCES:A.
1. NFPA 101, LIFE SAFETY CODE, 2000
2. UNIFORM BUILDING CODE, 1997
3. MILITARY HANDBOOK 1008-C, 1997
FIRE SAFETY DESIGN ANALYSIS:
B. FIRE PROTECTION PROVISIONS:
1. CONSTRUCTION TYPE: TYPE II, NON-RATED
3. HEIGHT AND AREA LIMITATIONS:
ACTUAL AREA: EXISTING 6,400 SF + NEW 5,084 SF= 11,484 SF
ACTUAL HEIGHT: 1 STORY
MAX. AREA TOTAL (NEW AND EXISTING): 12,000 SF
MAX. HIGHT: 1STORY
4. FIRE PROTECTION CRITERIA: NONE REQUIRED
5. FIRE WALLS: NONE REQUIRED
6 EXTERIOR WALL AND OPENING PROTECTION:
8. NUMBER FIRE EXITS REQUIRED: MIN. =2 PROVIDED =3
9. EGRESS CAPACITY:
10. REMOTE/SEPARATE PATH OF TRAVEL IS MET
11. REMOTE/DIAGONAL RULE IS MET
14. TRAVEL DISTANCE: MAX. = 200 FT.; ACTUAL = 62 FT.
15. EXIT HARDWARE: NOT REQUIRED
17. EMERGENCY LIGHTING: NOT REQUIRED
21. LOCATION OF FIRE EXTINGUISHER(S):
ACTUAL: MAX. TRAVEL DISTANCE = 50 FT.
REQUIRED: MAX. TRAVEL DISTANCE = 75 FT.
TYP.
FOIL BACKING,
INSULATION W/
6" GLASS FIBER
INSULATION, TYP.
3�" GLASS FIBER R-13
ADJACENT BLDG.
TO MATCH EXIST.
METAL SIDING
PREFINISHED
ADJACENT BLDG.
DS TO MATCH EXIST.
MFGRS. STD. GUTTER &
TYP. ENTIRE LENGTH
VENTED RIDGE CAP
6 x 6 x W2.0 x W2.0
WELDED WIRE FABRIC, TYP.
4" COMPACTED CRUSHED ROCK
ALL AROUND
(2) #5 BAR, TYP.
AT COLUMN FOOTINGS
ADDITIONAL (3) #5 BAR, TYP.
SPLASH BLOCK
PRECAST CONC
M I N
2.
(CLASSROMS INCIDENTAL TO OCCUPANCY)
OCCUPANCY: NEW BUSINESS, SINGLE TENANT,
ACTUAL: >20 FT. FROM ADJACENT PROPERTY
REQUIRED: WHEN <20 FT. FROM ADJACENT PROPERTY
12. DEAD END CORRIDORS: 20 FT. MAX.
18. SPRINKLER SYSTEM: NOT REQUIRED
T
Y P
3’-0" 6’-11"
3’-0"3’-0"3’-0"3’-0" 6’-0" 6’-0" 5’-1"
20’-0" TYP.
(N.I.C.)
CUBICLE WALLS
NOTE 2
WALL TYPE
NOTE 3
WALL TYPE
MECH. RM.
TEL.
CORRIDOR "A"
CORRIDOR "B"
(N.I.C.) (N.I.C.)
NOTE 1
WALL TYPE
CLASS RM. 2
CLASS RM. 1
28’-7"
20’-0" TYP.
CONTRACTING OFFICER’S REPRESENTATIVE.
SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
CONDITIONS. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL
CONTRACTOR SHALL SITE VERIFY ALL RELEVANT DIMENSIONS AND
EXISTING CONCRETE SIDEWALK
SIDEWALK
EXISTING CONCRETE
EXISTING BUILDING
SCALE: �" = 1’-0"
THIS LINE
TO EXISTING ALONG
ALIGN NEW BUILDING
DETAILS
POWER PLAN FOR
SEE ELECTRICAL
FLOOR BOXES, TYP.
ELECT./DATA
FLASHINGS, DOWNSPOUTS, AND FASCIA/GUTTER SHALL BE WHITE.
MCBI, ATLANTA, GA. OR APPROVED EQUAL. COLOR OF SIDING PANELS,
SIDING PANELS SHALL BE ARTISAN L-12B AS MANUFACTURED BY
7 8
WALL TYPE NOTES:
1.
2.
3.
1’-0"
SLAB AT FLOOR BOXES
TYPICAL THICKENED
C L
A S
S R
O O
M
C O
R R I D
O R
"B
O
N L
Y
6’-0"6’-0"6’-0" 6’-0"7’-7" 6’-0"
COUNTER
LAMINATED
FIN. FLR. ELEV. = 652.5
FIN. FLR. ELEV. = 651.5
28’-4" +( )
SEE NOTE 4
WALL TYPE
BOARD, SOUTH WALL MEDIA ROOM ONLY.
�" CDX PLYWOOD ON METAL STUDS COVERED WITH �" GYPSUM4.
20. FIRE ALARM SYSTEM: NOT REQUIRED
19. APPROPRIATE MARKING OF EGRESS: NOT REQUIRED
16 NORMAL EGRESS ILLUMINATION REQUIREMENT: REQUIRED AND PROVIDED
13. COMMON PATH OF TRAVEL: 50 FT. MAX.
7. OCCUPANT LOAD: CLASSROOMS = 1960 SF./ 20 = 98/2 = 49
REMAINDER = 3124 / 100 = 32
TOTAL OCCUPANCY = 98 + 32 = 130
NEW CONCRETE SIDEWALK AND STEPS
FLOOR DRAIN.
SEE PLUMBING SHEET FOR SLOPE DIRECTION OF BATHROOM FLOORS TOWARD6.
PROVIDED: (36 IN. x 2 = 72 IN.) + (32 IN. x 1 = 32)= 104 IN.
REQUIRED: 130 PERSONS x 0.2 IN. = 26 IN.
STUDS, 3�" FIBERGLASS BATT INSULATION, NO KRAFT PAPER.
TYPICAL INTERIOR WALLS-�" GYPSUM BOARD BOTH SIDES, 25 GAUGE 3�" METAL
INTERIOR.
STUDS, 3�" FIBERGLASS BATT INSULATION, KRAFT PAPER TOWARD
TYPICAL EXTERIOR WALLS-�" GYPSUM BOARD ONE SIDE, 25 GAUGE 3�" METAL
WALLS TO ROOF, ALL PENETRATIONS SEALED.
FIBERGLASS BATT INSULATION, KRAFT PAPER TOWARD MECH. RM.
STUDS WITH RESILIENT CHANNEL MECH. RM. SIDE, AND 3�"
MECH. ROOM WALLS-�" GYPSUM BOARD BOTH SIDES, 25 GAUGE 3�" METAL
AREA EACH LOUVER
MIN. OF 5 SF. NET
TYP. EACH END WALL
GABLE-END LOUVERS
ROOFING, WHITE
STANDING SEAM
PREFINISHED METAL
O F
F I C
E S
B A
T H
R O
O M
S
A
D
O
R R I D
O R
"A
AT 16" O.C. TYP.
3�" 25 GA. METAL STUDS
1’-0"
4"
TYP.
CABINET
FIRE EXTINGUISHERVCT-1 VCT-2
COPY RM.
CABINET
FIRE EXTINGUISHER
DRINKING COOLER
ACCESSIBLE
HANDICAPPED
12"
(2) 6" RISERS
BE 24 GAUGE MINIMUM AND BY THE SAME MANUFACTURER AS ROOF PANELS.
MANUFACTURER. ALL ASSOCIATED FLASHING, FASCIA/GUTTER, AND CLEATS SHALL
SEAMS SHALL BE SEALED WITH MASTIC SEALANT AS RECOMMENDED BY ROOFING
HAVE STRIATIONS BETWEEN MAJOR RIBS TO MINIMIZE OIL-CANNING EFFECT. ALL
ALUMINUM-ZINZ ALLOY COATED STEEL PER ASTM A792-83. ROOF PANELS SHALL
STANDING SEAM METAL ROOFING PANELS SHALL BE 24 GAUGE MINIMUM, PREFINISHED
FLASHINGS, DOWNSPOUTS, AND FASCIA/GUTTER SHALL BE WHITE.
MBCI, ATLANTA, GA OR APPROVED EQUAL, COLOR OF ROOF PANELS,
ROOF PANELS SHALL BE BATTON-LOC WITH 2" RIB AS MANUFACTURED BY
GRAB BARS
WINDOW, TYP.
REAR PROJECTION
FACILITY
SCALE: �" = 1’-0"
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
QUALITY ASSURANCEENERGYENVIRONMENTALSECURITY
CUSTOMER:
R. BEEM
A. COLE
FEB 2002
P
E
R .D
G N
AS SHOWN PW-3545
AR-2
s y t i m e d g n s p e c i p p e n t a b l e
M. STOUT
MEDIA RM.
CONF. RM.
OFFICE
CADRE ADMIN. AREA
MEN RM.
WOMEN RM.
ELEC. RM. COMM. RM.
VENDING
COPY/STORAGE
CLO.
220TQF/TN-41712
REFLECTED CEILING PLAN
MECH. RM.
CORRIDOR "B"
CORRIDOR "A"
EXISTING BUILDING
12’-0"14’-0"
REFLECTED CEILING PLAN
FINISH SCHEDULE:
CARPET (C)
RICHMOND
VINYL COMP. TILE (VCT
ARMSTRONG
VINYL WALL BASE (VWB)
FLEXCO
PAINT (P)
SHERWIN-WILLIAMS
PLASTIC LAMINATE (PL)
FORMICA
ACOUSTIC CEILING TILE (ACT)
US GYPSUM CO.
C-1
VCT-1
VCT-2
VWB-1
P-1
P-2
PL-1
ACT-1
ACT-2
(OFFICE AND CONFERENCE ROOMS ONLY)
#342 AUBURN (WITH ENHANCER III)
V979 COFFEE
V-972 FOSSIL
(REMINDER OF BUILDING)
ACCENT TILE
FIELD TILE
(ALL WALLS, ENTIRE BUILDING)
WF-037 DARK BEIGE
(METAL DOORS, FRAME, AND ACCENTS)
SW 1090 CRAFT BROWN SEMIGLOSS
(ALL WALLS, ENTIRE BUILDING)
SW 1088 ONLY NATURAL SATIN
(BOTH BATHROOM COUNTERS)
#7264-58 LIME STONE MATTE
(REMAINDER OF BUILDING)
#56704 NATURAL FISSURED II (2 FT X 2 FT)
(BOTH CLASSROOMS)
#56705 NATURAL FISSURED II (2 FT X 4 FT)
NECESSARY TO MEET THIS PROJECT’S MINIMUM REQUIREMENTS.
MANUFACTURER, BUT RATHER AN INDICATION OF COLOR, TEXTURE, AND QUALITY
FINISH SCHEDULE ITEMS ARE NOT TO BE CONSTRUED TO LIMIT ANY ITEM BY BRAND OR
VENDING) TO BE 8’-0" HIGH
WITHOUT DOORS (EXCEPT
ALL OPENINGS ON CORRIDOR
C L
A S
S R
O O
M
C O
R R I D
O R
"A
C O
R R I D
O R
"B
AR-2
SECTION
SCALE: �" = 1’-0"
CEILING HEIGHT
REMAINDER OF BUILDING - 9 FEET
CORRIDOR - 8 FEET
CLASSROOMS - 10 FEET
CLASS RM. 1 CLASS RM. 2
LIGHT FIXTURE
LAY-IN FLOURESCENT
LIGHT FIXTURES
CAN FLOURESCENT
FLUSH MOUNTED
LIGHT FIXTURE
FLOURESCENT
WALL MOUNTED
L E G E N D
AND VENDING
COPY/STORAGE,
COMM. ROOM,
AT ELECT. ROOM,
AS REQUIRED, TYP.
FROM 2’ x 4’ TILES
CUT EDGE TILE
SPECIFICATIONS
SEE ELECTRICAL SHEETS FOR LIGHT FIXTURE
NOTE:
5’-0"
5’-0"
CANOPY, TYP.
WHITE ALUMINUM
PREFINISHED
CANOPY, TYP.
WHITE ALUMINUM
PREFINISHED
5’-0"
CANOPY, TYP.
WHITE ALUMINUM
PREFINISHED
WINDOWS W-1
GLASS OUTER PANE �" GLASS, SINGLE HUNG MOVEMENT
GLASS UNITS, INNER PANE TO CONSIST OF �" LAMINATED
3’-0" x 5’-0", VINYL CLAD ALUMINUM, WHITE WITH INSULATED
WINDOWS COVERINGS WC-1 �" ALUMINUM WINDOW BLINDS, OFF-WHITE
SOUTH ELEVATION EAST ELEVATION
WEST ELEVATIONNORTH ELEVATION
SCALE: �" = 1’-0"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
AND FINISHED SYSTEM, TYP.
FASTENERS, COMPRISING A COMPLETE
AND MISC. HARDWARE, SEALANTS, AND
DOWNSPOUTS, SUPPORTS, FLASHINGS,
RIBBED 24 GAUGE, WITH GUTTER,
PREFINISHED WHITE ALUMINUM CANOPY,
TILE CLASSROOMS ONLY
2’ x 4’ LAY-IN CEILING
TILE REMAINDER OF BLDG.
2’ x 2’ LAY-IN CEILING
8’ L x 8’ W
PROJECTION SCREEN
CONCEALED FRONT
OFFICE
A. COLE
E C
N
R .D
G N
PW-3545
AR-3
i p p e n t a b l e d g n s p e c s y t i m e
BLDG. 3545
M. STOUT
220TQF/TN-41712
TECH ESCORT TRAINING
FACILITY
AS SHOWN
FEB. 2002
HARDWARE SCHEDULE
T
Y P
2" TYP.
6" 5"
3'-6"
3'-0"
2'-0" 6"
3'-6" 3'-0"
6'-0" 1'-8"
6'-0" 1'-8"
2'-0"
6"7
TYP.
WIRE GLASS,
‚" CLEAR
LOUVERS
ADJUSTABLE
FRAME TYPE 1 FRAME TYPE 2 DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE D
FRAME TYPE 3 FRAME TYPE 4 DOOR TYPE E DOOR TYPE F
HARDWARE SET NO. 1
SET WEATHERSTRIPPING
EA. THRESHOLD, J36130
EA. CLOSER, MODERN TYPE, C02021, PT 4C 4D 4G 4H
LEVER ENTRANCE, KEYED ALIKE TO ADJACENT BUILDING
EA. EXIT DEVICE, TYPE 3, F08, GRADE 1, DEADLOCKING LATCHBOLT,
EA. BUTT HINGES, 4•" x 4•", A2112, NRP
(1)
(3)
HARDWARE SET NO. 2
HARDWARE SET NO. 3
(2)
(6)
EA. THRESHOLD, J36130
EA. CLOSER, C02061, PT 4C 4D 4G 4H
BRUSHED ALUMINUM TYP.
EA. LOCKSET, SERIES 1000, F04, GRADE 1 LEVER HANDLE,
HARDWARE SET NO. 4
EA. DOOR STOP, L02141
EA. LOCKSET, SERIES 4000, F82, GRADE 1, LEVER HANDLE
EA. BUTT HINGES, 4•" x 4•", A8133
HARDWARE SET NO. 5
EA. DOOR STOP, L02141
EA. LOCKSET, SERIES 4000, F84, GRADE 1, LEVER HANDLE
HARDWARE SET NO. 6
EA. FLOOR MTD. DOOR STOP, L02141
EA. KICKPLATES, J102, 10" STAINLESS STEEL
EA. PULL HANDLE, J405, STAINLESS STEEL
EA. PUSH PLATE, J301, STAINLESS STEEL
PT 4D 4F 4H, WITH HOLD OPEN
EA. CLOSER, MODERN TYPE, INTERIOR MTD., C02051,
EA. BUTT HINGES, 4•" x 4•", A8112
HARDWARE SET NO. 7
BRUSHED ALUMINUM, TYP.
EA. LOCKSET, SERIES 4000, F86, GRADE 1, LEVER HANDLE,
DOOR SCHEDULE
MARK
DOOR
SYMBOL
DOOR
WIDTH
SIZE
HEIGHT THICK.
MATERIAL TYPE GLASS MATERIAL TYPE
FRAME
ENTRY
ENTRY
ENTRY
MEDIA
3'-0"
3'-6"
3'-0"
6'-0"
3'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
A 1
LOCATION
HDW. SET
ENTRY
ENTRY
MECH.
MEDIA
CLASSRM.
MEDIA
CLASSRM.
OFFICE
OFFICE
CONF.
COPY
MEN
CHASE
CLOSET
WOMEN
COMM.
ELECT.
3'-6"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
1'-8"
3'-0"
3'-0"
3'-0"
3'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
1ƒ"
METAL WIRE METAL 1
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
B
B
A
B
E
C
C
B
C
B
C
C
C
D
D
F
D
D
D
D
WIRE
WIRE
WIRE
WIRE
WIRE
WIRE
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
DOOR SCHEDULE AND
STD-128
SEE SHT.
SIGN
C
F
1•" METAL PIPE - SEE CORRIDOR GATE NOTE, THIS SHEETGATE 22 3'-8" 2'-0"
HARDWARE
HARDWARE SET NO. 8
EA. BUTT HINGES, 4•" x 4•", A8112
EA. CLOSER, MODERN TYPE, INTERIOR MTD., C02051,
PT 4D 4F 4H, WITH HOLD OPEN
EA. KICKPLATES, J102, 10" STAINLESS STEEL
EA. LOCKSET, SERIES 4000, F37, GRADE 1, LEVER HANDLE
IN NORMAL USE.
WITH SPRING HINGES TO SHUT AND LATCH CONSISTANTLY
DETAIL 1, THIS SHEET. IT SHALL BE MOUNTED ON WALL
THIS GATE CONSISTS OF 1•" METAL PIPE AS SHOWN AT
FIRE SAFETY DESIGN.
USE. IT IS AN INTEGERAL PART OF THIS BUILDING'S
THIS GATE MUST REMAIN LATCHED WHEN NOT IN ACTUAL
CORRIDOR GATE NOTES:
1.
2.
BATHROOM ACCESSORY SCHEDULE:
(1) JANITOR'S DEEP SINK WITH FAUCETT
(4) MIRRIOR, 36"X24", POLISHED PLATE GLASS, BEVELED EDGE
(4) SOAP DISPENSER FROM FAUCET MANUFACTURER
(3) TOILET TISSUE DISPENSER
(4) TOWEL DISPENSER/WASTE RECEPTACLE
(2) URINAL, AMERICAN STANDARD WHITE
(3) TOILET, AMERICAN STANDARD WHITE
(4) SINK FAUCET, CHROME FINISH, SINGLE HANDLE
(4) LAVATORY SINK, AMERICAN STANDARD, WHITE
AND QUALITY NECESSARY TO MEET THIS PROJECTS MINIMUM REQUIREMENTS.
BRAND OR MANUFACTURER, BUT RATHER AN INDICATION OF COLOR, TEXTURE,
FINISH SCHEDULE ITEMS ARE NOT TO BE CONSTRUED TO LIMIT ANY ITEM BY
NOTE:
3'-8"
MIN.
WALL
CUBICLE
MECHANISM
LATCHING
HINGES
SPRING
AND PAINTED
PIPE, PRIMED
1•" STEEL
CORRIDOR GATE
SCALE: •" = 1'-0"
DETAIL
NOTE:
SHALL BE INSULATED.
ALL METAL DOORS
EA. THRESHOLD, J36190
EA. DOOR HOLDER, C18511
SET SURFACE BOLTS, L14161
EA. CLOSER, C02021, PT 4C
EA. LOCKSET, SERIES 1000, F08, GRADE 2
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
3"W
W
P
W
3"W
CAJUN DRIVE
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
QUALITY ASSURANCEENERGYENVIRONMENTALSECURITY
CUSTOMER:
R. BEEM
A. COLE
B. BEST
J. RILEY
FACILITY
FEB 2002 S
P
E C
N
SITE PLAN
C .D
G N
AS SHOWN PW-3545
C-1 s y t i m e d g n s p e c i p p e n t a b l e
PROJECT
AREA
BILL
GATE 1
GATE 3
GATE 2
GATE 5
GATE 10
GATE 9
GATE 7
P A
T T
M A R T
IN
R O
A D
R I D
E O
U T
R O
A D
GOSS
RD.
D O
D D
R D
BUXTON
RD.
REDSTONE RD.
GATE 8
INCINERATOR
SOLID WASTE
HUNTSVILLE
PIT AREA
BORROW
LANDFILL
INERT
NOT TO SCALE
REDSTONE ARSENAL LOCATION MAP
DRMO
FACILITY
K
IN
G F
IS
H E R
R
O A D
C A J
U
IV
E
S H
IL
L E
L A
G H
IR
C L
E
S H
IL
L E
L A
H
IR
C L
E
GRAY ROAD
J O
G G
IN
T
A
IL
35533555
S-3533
25 METER M-16
RIFLE/PISTOL
RANGE
CHEMICAL
TRAINING
PROJECT
SITE
W
W
3"W
W
6"
6"
W
W
6"W
6" W
FH
FH
SS 6"
MH
SS
8"
P
PP
P
P
P P
P P
W
S
S
S
2�"
2�" S
SCOPE OF WORK:
RELATED SITE PREPARATION AND GRADING, UTILITY DEMOLITION AND
FASTENERS, SEALANTS, AND MISCELLANEOUS ITEMS NECESSARY TO MAKE A
COMPLETE AND FINISHED BUILDING WITH PROPERLY WORKING SYSTEMS.
GENERAL NOTES:
ORDERING ANY MATERIALS OR BEGINNING ANY DEMOLITION OR INSTALLATION.
ANY DISCREPANCIES SHALL PROMPTLY BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER’S REPRESENTATIVE.
AND REGULATIONS AND FOLLOW ALL MANUFACTURER’S INSTRUCTIONS FOR THE
PROPER TRANSPORTATION, STORAGE, AND INSTALLATION OF ALL MATERIALS.
RESULTING FROM THE PERFORMANCE OF THIS WORK. REPAIRS SHALL MATCH
EXISTING IN TYPE AND QUALITY OF MATERIALS, FINISH, COLOR AND TEXTURE.
CONSULTATION WITH COR AND BUILDING PERSONNEL. PROJECT IS IN A REMOTE
AREA. NO OPENING IS TO REMAIN UNSECURED AFTER NORMAL WORKING HOURS.
ACCESS AROUND WORK AREA EXCEPT FOR SHORT PREANNOUNCED PERIODS AND
SHALL REMOVE CONSTRUCTION DEBRIS DAILY TO APPROPRIATE LOCATIONS.
1. THIS PROJECT INVOLVES THE CONSTRUCTION OF A 82 FOOT BY 62 FOOT METAL
2. PROVIDE AND INSTALL THOSE ITEMS AS DRAWN, DETAILED, AND NOTED ON
3. THE STRUCTURAL STEEL FRAMING FOR THIS BUILDING SHALL BE PRE-ENGINEERED
1. CONTRACTOR SHALL SITE VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, STANDARDS,
3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO ADJACENT EXISTING CONSTRUCTION
5. CONTRACTOR SHALL ARRANGE PROJECT SCHEDULE AND DAILY WORK HOURS IN
6. CONTRACTOR SHALL PROVIDE FOR THE CONTINUAL VEHICULAR AND PEDESTRIAN
L E G E N D
INDEX OF DRAWINGS
DESCRIPTIONSHT. NO.
AR-1
AR-2
C-1
AC-1
EL-1
EL-2
SCALE: 1" = 20’
S S
6"
P
PP
P
PP
P
P P
M. STOUT
SITE PLAN
STD-128
PL-1
SITE PLAN
FLOOR PLAN AND WALL SECTION
REFLECTED CEILING PLAN
DUCT WORK PLAN AND SCHEDULES
ELECTRICAL LIGHTING PLAN
ELECTRICAL POWER/AUX. PLAN
STANDARD ACCESSIBILITY DETAILS
PLUMBING PLAN
BUILDING 25 FEET TO THE NORTH OF BUILDING 3534 AND INCLUDES ALL
THE EXISTING ADJACENT BUILDING (BLDG. 3534) TO THE MAXIMUM EXTENT POSSIBLE.
SIDING, METAL ROOFING, AND ASSOCIATED COMPONENTS SHALL MATCH THAT OF
REPLACEMENT, BUILDING AND SYSTEMS INSTALLATIONS, AND SITE REPAIR. METAL
DRAWINGS TO INCLUDE CONCRETE FOUNDATIONS AND FLOOR SLAB, STEEL STRUCTURAL
SYSTEM, METAL STUD WALLS, METAL SIDING, METAL ROOFING, WALL, CEILING
FRAMES,ACOUSTIC CEILING TILE AND GRID SYSTEM, VINYL FLOOR TILE, ELECTRICAL
AND ROOF INSULATION, GUTTER AND FASCIA, DOWNSPOUTS, DOORS, WINDOWS,
EQUIPMENT, HVAC SYSTEM, FIXTURES AND EQUIPMENT, AND ALL ASSOCIATED
SYSTEM, FIXTURES, AND EQUIPMENT, PLUMBING SYSTEM, FIXTURES, AND
BY A COMPANY SPECIALIZING IN THE ENGINEERING OF STEEL BUILDING AND
THEIR RELATED COMPONENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
APPROVAL STAMPED AND SIGNED BY A STRUCTURAL ENGINEER IN THE EMPLOY OF
AND RELATED COMPONENTS.
SAID COMPANY FOR THE DESIGN AND FABRICATION OF THIS STRUCTURAL SYSTEM
SHALL BE ABS PIPE AND FITTINGS, SCHEDULE 40 DWV (ASTM D2661).
BUILDING ENVELOPE IN ABOVE GROUND APPLICATIONS. DRAINAGE PIPING
B88). PVC (AWWA) C-900 MECHANICAL JOINT MAY BE USED INSIDE OF
A21.5) OR COPPER PIPE OR WATER TUBE TYPE K OR L (ASTM B42, ASTM
GALVANIZED STEEL PIPE, CEMENT LINED (ASTM A377, ANSI/AWWA C151/
PIPE MATERIALS FOR UNDERGROUND/UNDERSLAB POTABLE WATER SHALL BE7.
DISTURBED BY THIS WORK.
CONTRACTOR SHALL SMOOTH, FERTILIZE, MULCH, AND SEED ALL AREAS4.
EXISTING
BLDG. 3534
FF ELEV. 651.5
PP
P
P
P
W
W
3"W
S
’-0
M
IN
. T
Y P.
REMOVE O TAP
#2 ACSR 1O
ENDWALLS, TYP.
WITH SLOPED
CONCRETE PIPE
NEW 18" DIAM.
#2 ACSR 3O
DEMO PAVEMENT
SAWCUT ASPHALT,
ROAD
CONC. PIPE UNDER
SEAL AND ABANDON
UNDER NEW BLDG.
DEMO CONC PIPE
WATER PIPE
DEMO AND RELOCATE
SUPPLY
2" WATER
DEMO PAVEMENT
PP
M I N
T Y
P
NEW 3’ WATER LINE
PP
3 O SPAN
REMOVE EXIST.
CATCH BASIN
NEW 24"x24"ENDWALLS, TYP.
PIPE WITH SLOPED
NEW 12" DIAM. CONCRETE
FENCE AND GATE
DEMO EXISTING
TO EXISTING FENCE
HEIGHT AND CONSTRUCTION
ACESS GATES, MATCH FENCE
ELECTRICALLY CONTROLLED
NEW SECURITY FENCE WITH
B L
D G
NEW SIDEWALK
NEW 3" WATER LINE
EXIST. WATER LINE
CB
EXIST. CONC. PIPE
CB
25’-0"
TO EXISTING
ALIGN NEW BLDG.
FF ELEV. 652.5
NEW BLDG. 3545
SCALE: 1" = 10’
ENLARGED SITE PLAN
NEW CONC. PIPE
ASPHALTIC PAVEMENT
SIDEWALK
NEW CONC.
6’-0"
TYP.
BANK TO REMAIN
EXIST. TRANSFORMER
A
E P
S
N E
I D
E W
A L
K
E X I S
T I
I D
E W
A L
K
NEW SIDEWALK
CATCH BASIN
NEW 24"x24"
NEW SIDEWALK
THIS SHEET
SITE PLAN
SEE ENLARGED
1�"
BUILDING
WATER
POWER LINE
SECURITY FENCE
POWER POLE
VALVE BOX
FIRE HYDRANT
MANHOLE
WW
PP
PPPP
CATCH BASINCB CB
S
FH
MH
SAN. SEWERSS
DEMO POWER LINE
DEMO FENCE & GATE
P
CB
CB
CB
DEMO CONC. PIPE
CONC. PIPE
35453534
C STEAM & CON. LINES
C
C
C
C
C
CB
CB
DEMO CATCH BASIN
EXISTING NEW
UNDERGROUND
CONDUIT
UG C
AR-3
AC-2 STEAM AND CONDENSATE PIPING
1�"
GATE
GATE
UG
U G
U G
C
C
18" MIN. COVER
FOR COMMUNICATION
WITH PULL STRING
(2)-4" C. TO POLE
18" MIN. COVER
UG SERVICE LATERAL
2�" RGS C.
(4)-#4/0, (1)-#4 GND.,
18" MIN. COVER
UG SERVICE LATERAL
2�" RGS C.
(4)-#4/0, 1()- #4 GND.,
C S 1"
1"
S C
18" MIN. COVER
(2) 4" C TO POLE
C S
S
C
220TQF/TN-41712
P
C
SS
C
REMAIN
BANK TO
TRANSFORMER
EXISTING
DOOR SCHEDULE AND HARDWARE SCHEDULE
STD-117A WATER & GAS DISTRIBUTION AND SANITARY SEWER
SS
CLEANOUT CO
SS
SS
C.O.
C.O.
S S
C.O. SS
C.O.
NOTE:
BUILDING 3534, USE BM=651.50.
DOUBLE DOORS AT NORTHEAST SIDE OF
IS TO BE TAKEN AT FINISH FLOOR INSIDE
BENCHMARK LOCATION FOR THIS PROJECT
DOUBLE GATE
22’ WIDE
GATE AT WALKWAY
4’ WIDE PEDESTRAIN
MOTORIZED GATE
SWIPE STATION
SECURITY CARD
NOTES:
ALL OTHER CONDUIT SHALL BE RIGID UNLESS OTHERWISE NOTED.
FLEXIBLE FIXTURE WHIPS OR FLEX CONDUIT IS ALLOWED ONLY WITHIN 6 FEET OF LIGHT FIXTURES.
LIGHTING FIXTURE SCHEDULE
MARK
FIXTURE
DESCRIPTION
OR EQUAL
MODEL NO. LAMP
TYPE NO. WATTS VOLTAGE
FIXTURE
NO.
NOTE
2PM4GB43218LS120GEB10
LITHONIA LIGHTING
T4DTT
A1
A2
B1
F
G
H
X
2PM4GB23218LS120GEB10
LITHONIA LIGHTING
AF126DTT8PR120GEB
LITHONIA LIGHTING
2’x4’ FLUORESCENT PARABOLIC TROFFER
2’x4’ FLUORESCENT PARABOLIC TROFFER
RECESSED ARCHITECTURAL DOWNLIGHT
STANDARD INDUTRIAL
T8
T8
4 32
NOTES:
D
C
2, 7
1202’x2’ FLUORESCENT STATIC TROFFER 2 32T8
L 2 32 120
LITHONIA LIGHTING
I
CONTEMPORARY WRAPAROUND DIFFUSER
WALL BRACKET 11857 GEB
LITHONIA LIGHTING
2 12020T12
A1
D
B1 NUMBER. TYPE B1 SHOWN
RECESSED DOWNLIGHT. NUMBER INDICATES CIRCUIT
F
NUMBER IN CENTER INDICATES CIRCUIT NUMBER.
2’x4’ FLUORESCENT PARABOLIC TROFFER. TYPE A1 SHOWN.
SHOWN. NUMBER INDICATES CIRCUIT NUMBER.
STANDARD FLUORESCENT LIGHT. TYPE D
C
NUMBER IN CENTER INDICATES CIRCUIT NUMBER.
2’x2’ FLUORESCENT STATIC TROFFER. TYPE C SHOWN.
T
LEGEND
3a
WALL BRACKET, TYPE "I" SHOWN
CONTEMPORARY WRAP AROUND DIFFUSER
TOGGLE SWITCH, 20A, 120/277V, SPECIFICATION GRADE
SCALE: �"=1’-0"
I
NCC MODEL T1517
TIME DELAY FAN LIGHT SWITCH SIMILAR OR EQUAL TO
1.
2.
3.
4.
M. SMITH
E C
N
E .D
G N
PW-3545
EL-1
i p p e n t a b l e d g n s p e c s y t i m e
BLDG. 3545
LIGHTING PLAN
M. STOUT
220TQF/TN-41712
TECH ESCORT TRAINING
FACILITY
AS SHOWN
FEB. 2002
1.
2.
3.
4.
5.
6.
7.
$4c$4d $4a$4b
$3c$3d
$3
$ 3
$3a$3b$
$4
A1 A1 A1 A1
A1 A1 A1 A1
A1 A1 A1 A1
A1
A1
A1
A1 A1A1A1A1
A1A1A1A1
A1A1A1A1
A1 A1
A2 A1
A1
A1
A2
A1 A1
A1
A1A1A1A1A1
B1 B1 B1
F
ALL DEVICES SHALL BE IVORY IN COLOR WITH METAL FACEPLATES.
GROUNDING CONDUCTOR IN EACH RACEWAY.
OWN NEUTRAL. NO MORE THAN THREE CIRCUITS IN A CONDUIT ARE ALLOWED. PROVIDE A SEPARATE
NOTED. EXTERIOR CIRCUITS SHALL BE INSTALLED IN RGS CONDUIT. EACH CIRCUIT SHALL HAVE ITS
ALL WIRING SHALL BE COPPER THHN/THWN #12 MINIMUM INSTALLED IN �" C. UNLESS OTHERWISE
ELECTRICAL CODE AS A MINIMUM STANDARD.
ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST NATIONAL
NOT USED
NOT USED
WS 07 S 1 PE
GE LIGHTING SYSTEMS
2SPG2U31FWA12120GEB10
LITHONIA LIGHTING
HPS 120
T8 2 32
PROVIDE WITH PHOTOCELL
TYPE "F" SHOWN
WALL MOUNTED H.I.D. FIXTURE SUBCRIPT " " INDICATES FIXTURE TO BE SWITHCED
THREE-WAY TOGGLE SWITCH, 20A, 120/277V, SPECIFICATION GRADE
17 17 17 17
17171717
171717
18 18 18 18
18181818
18 18 18 18
191919
19 19
20 20
21212121 a b bb baa a a a a b b
D
DDDD
D D D
DDDD
D dd d d dd cc c c cc
DD
D
DD
D D
D DDD
F F
F F
F
PPA-17, 18
A2
A2A2
A2
A2
A2A2A2A2
PPA-19
A2
A2
C C
PPA-20
A2
B1
D21
D
PPA-21
I
A2
D a
D b
D d
D c
FOR CONT.
SEE POWER PLAN
I
S. KRESAL/R. BEEM
D - INDICATES DIMMABLE BALLAST
MOUNT ABOVE MIRROR
NOT USED
MOUNT AT 7�" TO TOP OF FIXTURE A.F.F.
WALL-MOUNTED ENTRANCE AREA H.I.D.
INDICATES FIXTURE TO BE SWITCHED.
THREE-WAY DIMMER SWITCH, 20A, 120/277V, SUBSCRIPT "a"
3Da
FOUR-WAY SWITCH, 20A, 120/277V
NEUTRAL, GROUNDS NOT SHOWN.
SLASHES INDICATE NO OF PHASE CONDUCTORS, LONG SLASH INDICATED
HOMERUN NO. OF ARROWS INDICATE NO. OF CIRCUITS, NO.OF SMALL
I
�" C
�" C�" C
�" C
�" C
�" C
�" C
�" C
�" C�" C �" C
LIGHTING PLAN
ELECTRICAL
T
T
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
M. SMITH
E C
N
E .D
G N
PW-3545
EL-2
i p p e n t a b l e d g n s p e c s y t i m e
BLDG. 3545
POWER PLAN
PHASE LOAD, V-A
0 A 0 B 0 C V-A
LOAD
V-A
LOAD
LOAD SERVED LOAD SERVED
SIZE
WIRE
POLES
NO.
AMPS
TRIP
NO.
CKT.
PANELBOARD PPA BOTTOM FEED
TOTAL
SIZE
WIRE
POLES
NO.
AMPS
TRIP
NO.
CKT.
120/208 VOLTS 3 PHASE 4 WIRE 225 AMP MAINS
1 2
20 1 12
12 1 20
11180
SURFACE MOUNTED
AHU- 1
* HACR TYPE CIRCUIT BREAKER
SUPPLIED FROM TRANSFORMER
*37
ESTIMATED DEMAND LOAD KVA
BOLT ON CIRCUIT BREAKER TYPE
22,000 ASYM A.I.C. MIN.
TVSS
CU-1
AHU- 1
AHU- 1
TOTAL CONNECTED LOAD 58.359 KVA
38*
DISCONNECT SWITCH
400/3/225/3R
TVSS
A.F.F. ABOVE FINISHED FLOOR
U.O.N. UNLESS OTHERWISE NOTED
CEILING/WALL MOUNTED JUNCTION BOX
MOTOR CONNECTION, NUMBER INDICATES HP
J J
NEMA ENCLOSURE DISIGNATION
FUSE RATING (NF-NON-FUSIBLE)
NO. POLES
SWITCH RATING
LEGEND
WITH #2 COPPER
OR BUILDING SERVICE ENTRANCE GROUND AS REQUIRED
GROUND ROD - BOND TO BUILDING STRUCTURAL STEEL
ARROWS INDICATE NUMBER OF HOMERUN CIRCUITS
WIRING CONCEALED IN WALLS OR ABOVE CEILING,
NOTES:
ALL DEVICES SHALL BE IVORY IN COLOR WITH METAL FACEPLATES.
OUTLETS, AT 18" A.F.F. TO CENTER OF BOX UNLESS OTHERWISE NOTED.
REQUIRED ROOM FINISH, MOUNT ALL GENERAL PURPOSE RECEPTACLE OUTLETS AND COMMUNICATION
ALL DEVICE OUTLET BOXES SHALL BE A 4" BOX WITH THE APPROPRIATE PLASTER RING FOR THE
ELECTRICAL CODE AS A MINIMUM STANDARD.
ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST NATIONAL
5.
4.
3.
2.
1.
FAULT INTERUPT, MOUNT 18" A.F.F. U.O.N.
COVERPLATE, WP-WEATHERPROOF, GFI-GROUND
120V, 20A DUPLEX RECEPTACLE, IVORY WITH METAL
COVERPLATE
120V, 20A SINGLE RECEPTACLE, IVORY WITH METAL
DEVICE FOR WALL MOUNTED PHONE
BEND TOWARD COMM/DATA ROOM. W - INDICATES SINGLE
AND PULL STRING, STUBBED ABOVE CEILING WITH 90°
4" DEVICE BOX, �" CONDUIT WITH INSULATING BUSHING
COMMUNICATIONS OUTLET AT 18" A.F.F., U.O.N., PROVIDE
EQUAL TO NCC MODEL T1517.
SWITCH IN "TIMED" POSITION. LIGHTS ARE OFF AND FAN IS DELAYED OFF. SWITCH IS SIMILAR OR
AND LIGHT CONTROL SWITCH. WITH SWITCH IN "ON" POSITION - FAN AND LIGHTS ARE ON, WITH
BATHROOM EXHAUST FAN SHALL BE SWITCHED WITH BATHROOM LIGHTS VIA A TIME DELAY FAN
M. STOUT
220TQF/TN-41712
AS SHOWN
FEB. 2002
TECH ESCORT TRAINING
FACILITY
M
30/3/NF/1
AHU-1
M
PPA
GFI
WP
100/3/NF/3R
TVSS
"PPA"
PANEL
J
CONTINUATION
PLAN FOR
SEE LIGHTING
WATER HEATER
INSTANTANEOUS
SITE PLAN
STRING TO POLE. SEE
4" C. EA. WITH PULL
STRING ONLY
1�" C., EA. PULL
/110
SEPARATE GROUNDING CONDUCTOR IN EACH RACEWAY.
ITS OWN NEUTRAL. NO MORE THAN THREE CIRCUITS IN A CONDUIT ARE ALLOWED. PROVIDE A
EXTERIOR CIRCUITS SHALL BE INSTALLED IN RGS CONDUIT. EACH SINGLE PHASE CIRCUIT SHALL HAVE
ALL WIRING SHALL BE COPPER THWN #12 MINIMUM INSTALLED IN �" C UNLESS OTHERWISE NOTED.
GROUND WITH #6 SOLID COPPER.
PROVIDE GROUND BAR �" X 2" X 6" MOUNT AT 12" A.F.F. BOND TO SERVICE ENTRANCE6.
WIRING CONCEALED UNDER FLOOR OR IN GROUND
LOCATION ELECTRICAL ROOM
SERVICE EQUIPMENT RATED
FLOOR RECEPT. CLASS RM. 1
RECEPT. CLASS RM. 1
RECEPT. CLASS RM. 1
1440 FLOOR RECEPT. CLASS RM. 2
1260 RECEPT. MEDIA RM.
RECEPT. CLASS RM. 2
RECEPT. COMM. RISER 1800 1440 RECEPT. BATH ROOM
RECEPT. COMM. RISER 360 RECEPT. VENDING / CORRIDOR
RECEPT. CLASS RM. 1 900 1620 RECEPT. COPY / STORAGE
RECEPT. CADRE ADMIN. / OFFICE12601260RECEPT. CADRE ADMIN.
RECEPT. CADRE ADMIN. / CONF.
LIGHTS CLASS RM. 1
1260 1440 RECEPT. CADRE ADMIN./CONF/OFFICE
LIGHTS. CLASS RM. 2
LIGHTS. BATH RM./STORAGE/ADMIN.LIGHTS CORRIDOR / MEDIA
LIGHTS ADMIN.
11180
11180
CU-1
CU-1
ON GRADE INSTALLATION
POWER /DATA FLOOR BOX SUITABLE FOR
S. KRESAL/R. BEEM
11 11 11 11
2 2 2
3 3 3 3
1 1 1 1
7 9
SEE NOTE 6
PPA-2
PPA-7,9,11
PPA-3,5
PPA-1
PPA-4,6
15 16
12 12
PPA
PPA-14,16
13 13 13
13 15 15
PPA-13,15
CU-1
PPA
GFI,42"
GFI,42"
PPA-8,10,12
/13
/13
CP-1
30/2/15/1
/110
FAN EF-1
EXHAUST
LISTED AND RATED FOR SERVICE ENTRANCE
TRANSEINT VOLTAGE SURGE SURPRESSION UL 1449
IF OTHER UNITS ARE USED SIZE CIRCUITS PER MANUFACTURERS RECOMMENDATIONS.
NOTE: CIRCUITS FOR AHU-1 AND CU-1 BASED ON TRANE MODEL TWE240B3 AND TTA240B3 RESPECTIVELY.
SPARE
SPARE
SPARE
CP-1
1364 1364
24933 22367 25259
SPARE
SPACE
TVSS
TVSS
SPACE
SPACE
SPACE
SPACE
PPA-36
COUNTER
ABOVE
30/2/NF/1
�" C (TYP)
�" C (TYP)
GND., 1�" C
3 #3, 1 #8
GFI,42"
SEE SITE PLAN.
EXISTING TRANSFORMER
2�" RGS C. TO
4 #4/0, 1 #4 GND.,
ELECTRICAL
POWER / AUXILLIARY PLAN
8 WATER HEATER MENS RM.
8240 WATER HEATER WOMENS RM.
W
48"
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
T. SMITH
E C
N
P .D
G N
PW-3545
i p p e n t a b l e d g n s p e c s y t i m e
BLDG. 3545
PLUMBING PLAN, RISERS,
PLUMBING PLAN
M. STOUT
220TQF/TN-41712
TECH ESCORT TRAINING
FACILITY
AS SHOWN
FEB. 2002
LEGEND AND NOTES
INV. ELEV. 644.7
DIST. LINE
TO 3" POTABLE
SYMBOL FIXTURE
CW HW
INSTANTANEOUS ELECTRIC WATER HEATER
SYMBOL VOLTAGE AMP KW TEMPERATURE RISE @ .75 GPM
WH-1 208 35 7.1 64° F.
PIPING
WASTE WATER
PLUMBING SCHEDULE
WATER SUPPLY
P-1H
P-2
P-3H
P-4
F.D.
C.O.
CLOSET (FLUSH VALVE)
HANDICAPPED WATER
HANDICAPPED LAVATORY
(4" TRAP SIZE -MIN)
FLOOR DRAINS
CLEAN OUT NA NA
NANA
NA
NA
NA�"
1"
4"
1�"
1�"
1"
3"
4"
MODEL USED FOR DESIGN RP1 - 4E186 FROM GRAINGER PG. 3326
THIS MODEL USED FOR DESIGN USE THIS MODEL OR APPROVED EQUAL.
H.B. HOSE BIBB (NON-FREEZE)
�" NA NA
PLUMBING SCOPE OF WORK:
1.
OTHER APPURTENANCES TO MAKE THE SYSTEM COMPLETE AND OPERABLE.
CONTRACTOR TO FURNISH AND INSTALL ALL PLUMBING AND PLUMBING FIXTURES AS WELL AS ALL
1.
NOTES:
2.
3.
4.
5.
2. ALL FIXTURES TO BE VITREOUS CHINA WHITE.
1. LAVATORY’S TO HAVE GOOSE-NECKED FAUCETS AND SINGLE LEVER HANDLES FOR WATER CONTROL.
COMMENTS:
2"
H.B.
2"
1"
1"
1"
WATER RISER
NOT TO SCALE
TO MANHOLE
4"
F.D.
F.D.
F.D.
1"
3"
3"
1�"
3"
4"
4"
C.O.
F.D.
F.D.
F.D.
VTR
C.O.
4"
3"
1"
3"
1�"
1�"
2"
1�" 4"
4"
4"
4"
4"
4"
4"
4"
2"
1�"
4"
1�"
1�"
1�" 1�"
1�"
NOT TO SCALE
SANITARY WASTE RISER
H.B.
P-1H P-1
P-1
P-3H
P-3
P-2
P-2WH-1
S.S.
P-4
P-3
P-3
WH-1
S L O P E
P E R
F T
SLOPE �" PER FT.
QTY
P-1 NA1" 4"
(FLUSH VALVE)
WATER CLOSET
URINAL
DRINKING FOUNTAIN
P-3 �"�" 1�"LAVATORY
S.S. �" 3"SERVICE SINK �"
PIPES ACCORDINGLY. DO NOT SLOPE WASTE PIPING MORE THAN �" PER FT.
BRING PLUMBING IN AT 651.6. BUILDING FLOOR ELEVATION IS AT 652.5. ADJUST DISCHARGE
330 FT. TO BUILDING PLUMBING ELEVATION WITH A SLOPE OF �" PER FT. THIS SHOULD
DISCHARGE AT MANHOLE INVERT ELEVATION IS 644.7, WITH A APPROXIMATE DISTANCE OF
ALL FLOOR DRAINS SHALL HAVE A MINIMUM OF 4" TRAP SEAL.
PIPING SHALL BE ABS
MAY BE USED INSIDE OF BUILDING ENVELOPE IN ABOVE GROUND APPLICATIONS. DRAINAGE
WATER TUBE TYPE K OR L (ASTM B42, ASTM B88) PVE(AWWA) C-900 MECHANICAL JOINT
STEEL PIPE, CEMENT LINED (ASTM A377, ANSI/AWWA C151/a21.5) OR COPPER PIPE OR
PIPE MATERIALS FOR UNDERGROUND/UNDERSLAB POTABLE WATER SHALL BE GALVANIZED
GROUND PIPING SHALL BE SUPPORTED.
PIPE SUPPORTS SHALL CONFORM TO MSS SP-58, MSS SP-69 AND MSS SP-89. ALL ABOVE
AND VERIFY FIELD CONDITIONS BEFORE BEGINNING INSTALLATION.
DO NOT SCALE DRAWINGS FOR DIMENSIONS, CONTRACTOR TO OBTAIN ALL NECESSARY DATA
PLUMBING CODE LATEST EDITION.
EQUIPMENT AND ACCESSORY ITEMS. PIPING SHALL CONFORM TO THE NATIONAL STANDARD
FOLLOW MANUFACTURES RECOMMENDED PROCEDURES FOR ASSEMBLING AND INSTALLING ALL
6.
NOT TO SCALE
FLOOR SLAB FLOOR DRAIN
WASTE PIPE
P-TRAP
PRIMER CONNCETION
SLEEVE WITH �"
.D
PL-1
TYPICAL TRAP DETAIL
PREVENTER
BACKFLOW
DOUBLE CHECK
FOOT TOWARD DRAIN
SLOPE FLOOR �" PER
PREVENTER
BACKFLOW
DOUBLE CHECK
SCALE
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
WATER DISTRIBUTION,
GAS DISTRIBUTION
AND SANITARY SEWERS
N.T.S.
TYPICAL THRUST BLOCK LOCATIONS
FOR HORIZONTAL CHANGES IN DIRECTION
UNION
UNION
UNION
UNION
CURB STOP WITH ADJUSTABLE
G.I. SERVICE BOX FOR 1• "
GATE VALVE & BOX FOR
2"
CURB STOP WITH ADJUSTABLE
ADJUSTABLE C.I. SERVICE
BOX FOR 1‚ & 1•" "
GATE VALVE & BOX FOR 2"
CURB STOP WITH
ADJUSTABLE C.I.
SERVICE BOX
CURB STOP WITH
ADJUSTABLE C.I.
SERVICE BOX
COUPLING
COUPLING
COUPLING
CORP. STOP
AND MALE
NIPPLE
CORP. STOP
AND MALE
NIPPLE
CORP. STOP
AND MALE
NIPPLE
CORP. STOP
AND MALE
NIPPLE
N.T.S.
SERVICE CONNECTION DETAILS FOR
CAST IRON & CEMENT ASBESTOS PIPE
NOTE:
TAPS INTO CEMENT ASBESTOS PIPE SHALL BE
STAGGERED AS RECOMMENDED BY THE PIPE MANUFACTURER
2" 1"
1• ƒ
FOR 1• & 2" DIA.
1• ƒ
1‚
2"" 1‚
1"
FOR 1 1/4, 1• & 2" DIA." "
1• ƒ
1‚
1"
1"
1‚
FOR 1"; 1• $ 2" DIA."
COPPER GOOSENECK
WITH WIPED OR
FLANGED JOINT
COPPER GOOSENECK
WITH WIPED OR
FLANGED JOINT
COPPER GOOSENECK
WITH WIPED OR
FLANGED JOINT
COPPER GOOSENECK
WITH WIPED OR
FLANGED JOINT
WATER
PLAN
VALVE BOX DETAIL
N.T.S.
SECTION
3/8" DIA. BARS @
8" O.C.E.W.
CONCRETE PAD 3'-0" IN
DIA X 8" THICK OR 3'-0"
SQ. X 8" THICK WHEN VALVE
PAVED AREAS.
N.T.S.
TYPICAL FIRE
HYDRANT SETTING
BLOCK FIRE
HYDRANT WITH
12" X 12" X12"
ROCK OR CONC.
BLOCK
UNDISTERBED EARTH 15" X 15" X 6" CONCRETE BLOCK
7 CU.FT. OF CRUSED ROCK.
GROUND
M I N
Z
E D
U
R B
V
E A
6' MIN. - 7' MAX.
V A
R I A
B L
E
M I N
DIMENSIONS Z SHALL BE 30" MAX.
WHEN FIRE HYDRANT IS LOCATED
NEAR AIRFIELD PAVEMENTS AND
48" MAX. WHEN LOCATED NEAR
ROADS.
V A
R I A
B L
E
N.T.S.
TYPICAL VALVE SETTING
GROUND
ADJUSTIBLE
VALVE BOX
N.T.S.
SERVICE BOX SETTING
V A
R I A
B L
E
GROUND
CURB STOP
EXTENSION SERVICE BOX
N.T.S.
GATE VALVE
STANDARD TEE
3" PIPE & LARGER
2" GATE VALVE
TAPPERED TEE
UNION
UNION
N.T.S.
TYPICAL 2" RIGID CONNECTION
N.T.S.
TYPICAL CONNECTIONS FOR GAS
SERVICE LINE TO MAIN
SECTION
SERVICE COCK
SERVICE TEE
STREET ELL
GAS MAIN
PLAN
TYPICAL CONNECTION FOR
STANDARD CONNECTION DROP CONNECTION
SIDE ELEV.
FRONT ELEV.
SECTION "EE"
TYPICAL SECTION
TYPICAL LADDER DETAIL
STANDARD CONNECTION DROP CONNECTION
TYPICAL SECTION
SEWER CLEANOUT
STANDARD MANHOLE-OVER 12 FT.DEEP
FRAMES AND COVERS
PLAN AND COVER
SECTION "D-D"
PLAN OF FRAME
SECTION "C-C"
SECTION "Y-Y"
PLAN
PLAN
SECTION
FRAME FOR STANDARD M.H.
CLEANOUT
PLUG
V A
R I E
S
1'-6" X 1'-6" X 6"
CONCRETE COLLAR
(CAST IN PLACE)
GRADE
FLOW
SECTION "B-B"
PLAN
SECTION "A-A"
PLAN
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
CONCRETE
FLOOR
CONCRETE ENCASEMENT
3 FT.OUTSIDE BELL
RINGS
INSTALL FRAME AND COVER
BOTTOM OF MANHOLE TO BE
SAME AS BOTTOM OF
MANHOLE 6' TO 12' DEEP
NOTE:
COMPLETE STEEL RINGS MAY BE EITHER
LAPPED OR WELDED AT ENDS. ALL BARS
SHALL BE HOOKED TO RINGS.
2'-0"
4'-0"
RINGS 2'-4" O
#3 BARS AT 6" O.C.
APPROX. 5"
8"
TAR PAPER RING
4'-0"
(M
I N
2'-0"
SLOPE CONC. FLOOR
FROM SPRING LINE
ABOUT 2"/FT.
45 OR 30 BEND
45 OR 60 WYE BRANCH
MANHOLE 6 FT.-12 FT.DEEP
APPROX. 5"
8"
TAR PAPER RING4'-0"
2'-0"
45 OR 30 BEND
45 OR 60 WYE BRANCH
(M
I N
(M
A X
LADDER
SEE DETAIL
NOTE: ORIENT MANHOLE SO THAT LADDER WILL NOT
TERMINATE DIRECTLY OVER PIPE.
SEE LADDER DETAIL
2'-2"
2'-0"
2'-3"
3'-3"
MACHINED
ƒ
3‚" ƒ" ƒ
NOTE: SEE SPECIFICATIONS FOR MATERIALS
OF CONSTRUCTION
N.T.S.
2'-1ƒ"
8" ƒ"
" 1
2'-•"
FACE OF WALL
STEEL SIDE RAILS
WELD TO SIDE RAILS
STEEL BRACKET
ƒ" O STEEL RUNGS
2"
2•"6•"
2•"2•"
(MIN.)
ƒ" O STEEL RUNGS
CONC. OR MASONRY WALL DETAIL NO. 1
DETAIL NO. 1
SLOPE EXCEPT IN
PAVED AREAS
DEPTH OF COVER
3"
2'-0"
RINGS
DEPTH OF COVER
NOTE:
RE CONCRETE COVERS AND FRAMES.
ƒ" CLEAR
2'-4 •"
2'-4 •"
USE •" O STEEL IN FRAMES FOR 4" COVER
BOTTOM ONLY
RINGS TOP AND BOTTOM
1 •"
•" LIFT BAR
•" LIFT BAR
…" RINGS
‚" O RING
6"
2'-4"
2'-4"
2'-0"
4'-0"
RING 2'-4" DIAM.
STEEL HINGES MAY BE EITHER HOOKED LAPPED
OR WELDED AT ENDS.
ALL BARS SHALL BE HOOKED TO RINGS.
USE …" O STEEL IN FRAMES FOR 3" COVER
6"5
TOP AND
BOTTOM
SECTIONS "X-X"
1 •"
RINGS
REMOVABLE COVER SHALLOW MANHOLE FRAME
GENERAL NOTES:
CONCRETE COVERS AS SHOWN SHALL BE USED UNLESS OTHERWISE INDICATED.
WHERE MANHOLES ARE SUBJECT TO TRAFFICLOADS, CAST IRON OR 4 - INCH REINFORCED
WHEREVER MANHOLES ARE NOT SUBJECT TO TRAFFIC LOADS, THE COVERS MAY BE
3 - INCH REINFORCE CONCRETE AS SHOWN OR CAST IRON WITHOUT THE RIBS, UNLESS
OTHERWISE INDICATED.
COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR.
1 .
2.
3.
CONCRETE COVERS AND COVER FRAMES
N.T.S.
Y
Y
X
X
LESS THAN 6 FT. DEEP
SHALLOW MANHOLE
USED CLASS A, 3750 PSI. CONCRETE .
SLOPE CONC. FLOOR
FROM SPRING LINE
ABOUT 2"/FT.
…" O RODS ABOUT 4" C.C. TOP AND BOTTOM FOR
USE WHERE SUBJECT TO WHEEL LOADS UP TO 16000
LBS. + 25% IMPACT.
‚" O RODS ABOUT 4" C.C. FOR USE
WHERE TOTAL LOAD WILL NOT EXCEED
6000 LBS.
2•" X …" STEEL RAILS PUNCHED
FOR ƒ" DIA STEEL RUNGS. WELD
RUNGS TO SIDE RAILS.
2•" X …" STEEL BRACKET ATTACHED
TO WALL WITH •" O STEEL INSERTS AND
WELDED TO SIDE RAILS.
E. KRESAL
AS SHOWN
4" MAIN
45 OR 60
4" X 4" WYE
45 OR 60
4" BEND
PW-3545
S
BLDG. 3545
STD-117AFEB 2002
P W
S T
D
A .D
DATE
STRUCTURALMECHANICALELECTRICALCIVILARCHITECTURALMASTER PLANNING
REV BY REQUEST NUMBER DATE SAFETY
USING
SERVICE
CHECKER PROJ ENG CHIEF ENG
REDSTONE ARSENAL SUPPORT ACTIVITY
REDSTONE ARSENAL
REDSTONE ARSENAL,ALABAMA
DRAWN:
FIRE
MARSHAL:
FIRE
MARSHAL
DESIGNED:
CHECKED:
PROJ. ENG.:
SAFETY
DIRECTOR:
REQUEST
NUMBER:
CHIEF ENGINEER
DRAWING NUMBER
SHEET
NUMBER
A. COLE
E C
N
PW-3545
STD-128
220TQF/TN-41712
AS SHOWN
S T
D .D
G N
1'-0
3'-8"
5"
1'-
BLUE IN COLOR
RESERVED
PARKING
BACKGROUND FOR SIGN TO BE WHITE ( NON-REFLECTIVE) WITH BLUE (NON-REFLECTIVE) LETTERS.
CL
SIGN & POST
RESTROOM
1.
2.
VAN
ACCESSIBLE
1'-0"
1•" RADIUS
…" THICK BORDER (GREEN)
•" RADIUS
3" 3"
4„" 4„"
4‡" 5"
12"
EXTERIOR SIGNAGE:
WOMEN'S RESTROOM SIGN
SCALE: 3"=1'-0"
WOMEN'S RESTROOM SIGN
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
UNISEX RESTROOM SIGN
RESTROOM
SCALE: 3"=1'-0"
UNISEX RESTROOM SIGN
SCALE: 3"=1'-0"
MEN
SCALE: 3"=1'-0"
MEN
INTERIOR SIGNAGE:
INSTALL RESTROOM SIGNS WITH CENTERLINE 5'-0" AFF.
INTERIOR SIGNS SHALL BE LAMINATED ACRYLIC PLASTIC WITHOUT FRAME.
1.
2.
3.
B
C
E
F
G
8"
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
8"
WOMENWOMEN
8"
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
8"
MEN'S RESTROOM SIGNMEN'S RESTROOM SIGN
8"
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
8"
BLUE BACKGROUND
BRAILLE
PICTOGRAM AND
WHITE LETTERS,
TOILET ACCESSORIES LEGEND AND TYPICAL DIMENSIONS
NO. DESCRIPTION MOUNTING HEIGHT REMARKS
TOILET PAPER HOLDER 1'-7" A.F.F. TO CENTERLINE SURFACE MOUNTED
SHOWER GRAB BAR (18"x32") 3'-0" A.F.F. TO CENTERLINE
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN DISPOSAL
SHOWER ROD W/CURTAIN
42" GRAB BAR
36" GRAB BAR
GLASS MIRROR
GLASS MIRROR
GLASS MIRROR, HANDICAPPED
TOILET SEAT COVER DISPENSER
SHOWER SEAT, HANDICAPPED
ROBE HOOK
SOAP HOLDER
MOP/BROOM HOLDER
PAPER TOWEL DISPENSER
WASTE RECEPTACLE
TOWEL DIPENSER/WASTE RECEPTACLE COMBO
SHELF
URINAL PARTITION
WATER CLOSET PARTITION
WATER CLOSET, WALL-MOUNTED, HANDICAPPED
WATER CLOSET, WALL-MOUNTED
WATER CLOSET, FLOOR-MOUNTED, HANDICAPPED
WATER CLOSET, FLOOR-MOUNTED
WATER CLOSET, TANK TYPE, HANDICAPPED
WATER CLOSET, TANK TYPE
URINAL, HANDICAPPED
URINAL
LAVATORY, HANDICAPPED
LAVATORY
COUNTERTOP - APRON TO MEET ADA
4'-0" A.F.F. TO COIN SLOT
2'-4" A.F.F. TO TOP
3'-4" A.F.F. TO SPOUT
6'-8" A.F.F. TO CENTERLINE
3'-0" A.F.F.
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