12-508-013CONSTANT VOLUME T E R M I N A L U N I T S C H E D U L E
AREA SERVED
1rd Floor
DESIGN
Roof
AIR FLOW - CFM
6,750
MODEL
SYMBOL
SIZE
CFM
CFM MAX
EH KW
V / PH / HZ
MANUFACT. ( *j NUMBER
Y CV -1
m 8
550
900
2 Kw /2 Step
277/1/60
TITUS DESV
CV -2
10
1050
1400
3 Kw /3 Step
277/1/60
TITUS DESV
CV-3
12
1300
2000
4 Kw /3 Step
277 / 1166
�� TITUS DESV
EXISTING RTU -1 (BEFORE DEMOLITION)
AREA SERVED
1rd Floor
LOCATION
Roof
AIR FLOW - CFM
6,750
OUTSIDE AIR - CFM
3,350
RETURN AIR - CFM
3,400
EXHAUST AIR - CFM
3,350
PRE - FILTER (PF)
-
FINAL FILTER (FF)
90% EFFICIENCY
SMOKE DETECTOR
EXIST. SMOKE DETECTOR ON SUPPLY
NOTE:
ADJUST THE EXISTING RTU # 1 CFM FROM 6,750 CFM TO 4,740 CFM TEMPORALLY.
1" X 22 ga.
EXISTING RTU -1 (AFTER DEMOLITION)
1" X 22 ga.
AREA SERVED
1 r Floor
LOCATION
Roof
AIR FLOW - CFM
7,875
OUTSIDE AIR - CFM
3,350
RETURN AIR - CFM
4,525
EXHAUST AIR - CFM
3,350
PRE - FILTER (PF)
-
FINAL FILTER (FF)
90% EFFICIENCY
SMOKE DETECTOR
EXIST. SMOKE DETECTOR ON SUPPLY
NOTE:
THE RPM OF THE EXISTING RTU # 1 MUST BE ADJUSTED TO OBTAIN THE CFM
REQUIRED ON THE SCHEDULE ABOVE.
RTU -1 MUST BE SHUT DOWN ON FIRE ALARM MODE
12" X 12"
EXISTING EXHAUST FAN (EF -2) (BEFORE DEMOLITION)
24" X 24"
AREA SERVED
Toilet & Soil RM 1rd Floor
LOCATION
ROOF
AIR FLOW - CFM
520
1 1/2"X 16 ga.
NOTES:
1. ADJUST THE EF -EAST CFM FROM 520 TO 440 CFM DURING THE CONSTRUCTION
1 1/2" X 16 ga.
1/2"
LAY IN
EXISTING EXHAUST FAN (EF -2) (AFTER DEMOLITION)
1" X 18 ga.
AREA SERVED
Toilet & Soil RM 1 rd Floor
LOCATION
ROOF
AIR FLOW - CFM
520
NOTES:
1. THE RPM OF THE EXISTING EF -2 MUST BE ADJUSTED TO OBTAIN THE CFM
REQUIRED ON THE SCHEDULE ABOVE
2. EXHAUST FAN (EF -2) MUST BE INTELOCKED WITH THE AHU -1 TO SHUT DOWN
ON FIRE ALARM MODE
FIXED
AIR DISTRIBUTION
SCHEDULE
PAIR AT 10 FT. SPACING
PAIR AT8 FT. SPACING
PAIR AT5 FT. SPACING
DESIGNATION
DUCT PERIMETER
A
B
STRAP
C
D
MANUFACTURER (')
STRAP
TITUS
TITUS
1" X 22 ga.
TITUS
TITUS
MODEL NO. AND/ OR
1" X 22 ga.
12 ga.
(0.106)
1" X 22 ga.
12 ga.
(0.106)
Pl2 = 72"
1" X 18 ga.
3/8"
1" X 20 ga.
T MS -AA
TMS -AA
1/4"
50FL
50FL
CATALOG NO.
1" X 16 ga.
3/8"
1" X 18 ga.
3/8"
1" X 20 ga.
3/8"
1" X 22 ga.
114"
24" X 24"
12" X 12"
1/2"
24" X 24"
3/8"
FRAME TYPE
3/8"
1" X 20 ga.
1/4"
P/2 =168"
1 1/2"X 16 ga.
SURFACE
1 1/2" X 16 ga.
1/2"
LAY IN
LAY I N
1" X 18 ga.
LAY I N
P2 = 192"
NOT GIVEN
1/2"
FIXED
FIXED
1" X 16 ga.
FIXED
FIXED
DEVICE TYPE
P12 =193" UP
SPECIAL ANALYSIS REQUIRED
WHEN STRAPS ARE LAP JOINED USE
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
THESE MINIMUM FASTENERS
12'
j G26
STRAP
LOUVERED
LOUVERED
1" X 22 ga. - 260 lbs.
LOUVERED
LOUVERED
FUNCTION
0.135"- 120 lbs.
SUPPLY
SUPPLY
0.162" - 160 lbs.
RETURN
EXHAUST
PATTERN
23',24-
SEE DRAWING
SEE DRAWING
B22
SEE DRAWING
SEE DRAWING
OPPOSED BLADE DAMPERS
G26
YES
YES
26',26-
YES
-
NOTES:
2. TABLEALLOWS FOR DUCT W6GHT, 1 Ib. /ft2 INSULATION WBGHT AND NORMAL REINFORCEMENT AND TRAPEZEWBGHT,
BUT NO EXTERNAL LOADS.
3. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL.
4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W)
1. ( *) OR APPROVED EQUIVALENT BY TRANS, CARNES OR METALAIRE.
5. 12, 10, 8 ga. WIRE IS STEEL. OF BLACK ANNEALED, BRIGHT BASIC, OR GA LVA NIZED TY PE.
D-26
2. ALL AIR DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION
AND FULLY GASKETED.
29',30-
D-26
3. UNLESS OTHERWISE NOTED, FINISH
OF ALL AIR DEVICES SHALL BE BAKED OFF - WHITE.
31% - 36"
4. FOR SQUARE NECK OUTLETS CONNECTED TO A ROUND FLEXIBLE OR RIGID DUCT, PROVIDE THE REQUIRED
INSULATED
SQUARE TO ROUND TRANSITION.
37" - 42"
E-24
E-26
E-26
RECTANGULAR DUCT HANGERS MINIMUM SIZE
MAXIMUM HALF OF
PAIR AT 10 FT. SPACING
PAIR AT8 FT. SPACING
PAIR AT5 FT. SPACING
PAIR AT4 FT. SPACING
DUCT PERIMETER
STRAP
WIRFJROD
STRAP
WIRE TROD
STRAP
WIRE/ROD
STRAP
WIRFJROD
P/2 = 30"
1" X 22 ga.
10 ga.
(0.135)
1"X 22 ga.
10 ga.
(0.135)
1" X 22 ga.
12 ga.
(0.106)
1" X 22 ga.
12 ga.
(0.106)
Pl2 = 72"
1" X 18 ga.
3/8"
1" X 20 ga.
1/4"
1" X 22 ga.
1/4"
1" X 22 ga.
1/4"
P/2 = 96"
1" X 16 ga.
3/8"
1" X 18 ga.
3/8"
1" X 20 ga.
3/8"
1" X 22 ga.
114"
P12 =120"
1 1/2"X 16 ga.
1/2"
1" X 16 ga.
3/8"
1" X 18 ga.
3/8"
1" X 20 ga.
1/4"
P/2 =168"
1 1/2"X 16 ga.
1/2"
1 1/2" X 16 ga.
1/2"
1" X 16 ga.
3/8"
1" X 18 ga.
3/8"
P2 = 192"
NOT GIVEN
1/2"
1 1/2"X 16 ga.
1/2"
1" X 16 ga.
3/8"
1 1/2" X 16 ga.
3/8"
P12 =193" UP
SPECIAL ANALYSIS REQUIRED
WHEN STRAPS ARE LAP JOINED USE
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
THESE MINIMUM FASTENERS
12'
j G26
STRAP
WIRE OR ROD (D(A. )
1" X 18,20,22 ga. - TWO #10 OR ONE 1/4" BOLT
1" X 22 ga. - 260 lbs.
0.106"- 80 lbs.
1" X 16 ga. - TWO 1/4" DIA. BOLT
1" X 20 ga. - 320 lbs.
0.135"- 120 lbs.
1 1/2" X 16 ga. - TWO 3/8" DIA. BOLT
1" X 18 ga. - 420 lbs.
0.162" - 160 lbs.
PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE
1" X 16 ga. - 700 lbs.
1/4"- 260 lbs.
23',24-
1 1/2" X 16 ga. - 700 lbs.
3/8"- 680 lbs.
B22
D24
1/2" -1250 lbs.
D-26
G26
5/8" - 2000 lbs.
G26
26',26-
3/4" - 3000 lbs.
NOTES:
1. DIMENSIONS OTHER THAN GAGES ARE IN INCHES.
2. TABLEALLOWS FOR DUCT W6GHT, 1 Ib. /ft2 INSULATION WBGHT AND NORMAL REINFORCEMENT AND TRAPEZEWBGHT,
BUT NO EXTERNAL LOADS.
3. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL.
4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W)
IS OVER60" THAN P/2 MAXIMUM IS 1.25 in.
5. 12, 10, 8 ga. WIRE IS STEEL. OF BLACK ANNEALED, BRIGHT BASIC, OR GA LVA NIZED TY PE.
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
- - - - - - - - Architecture Engineering Planning
- Interior Design Landscape Architecture
--- w - --- - 2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES, P.A.
Consulting Engineers
9150 South Dodeland Blvd. • Suite 900
Miami . Florida 33156 . EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www,l iaa a
Project No.: 22007
"
-
,h 4
`1
ETNA CAL: , -'
�GI SE AIVg`.
CEN
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
MINIMUM HANGER SIZES FOR ROUND
DUCTS
DUCT
MAXIMUM
WIRE
ROD
STRAP
DIAMETER
SPACING
DIAMETER
GAGE
NO.
10 DN
12'
ONE 12 ga.
1/4"
1" x 22 ga
250 rnn DN
3.7 m
ONE 2.75 mm.
6.4 rnm
25.4 X 0.85 mm
11" - 18"
12'
TWO 12 ga. OR ONE 8 ga.
1/4"
1" x 22 ga
460 mm
3.7 m
ONE 4.27 nvn.
6.4 mm
25.4 X 0.85 mm
19" - 24"
12'
TWO 10 ga.
1/4"
1" x 22 ga
610 mm
3.7 m
TWO 3.51 mm,
6.4 mm
25.4 X 0.85 mm
25" - 36"
12'
TWO 8 ga.
3/8"
1" x 20 ga
900 mm
3.7 m
TWO 2.7 mrn.
9.5 mm
25.4 X 1.00 mm
37'- 50"
12'
C-26
TWO 3/8"
TWO 1" X 20 ga.
B-26
1270 rrm
3.7 m
TWO 9.5 mm
TWO 25.4 X 1.00 rnn
51" - 60"
12'
G26
TWO 3/8"
TWO 1" X 18 ga.
G26
1520 mm
3.7 m
TWO 9.5 mm
TWO 25.4 X 1.31 mm
6111-84,
12'
j G26
TWO 3/8"
TWO 1" X 16 ga.
2130 rrin
3.7 m
21 ", 22"
TWO 9.5 mm
TWO 25.4 X 1.61 mm
NOTES.
1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZED STEEL; WIRE IS BLACK ANNEALED,
BRIGHT BASIC, OR GALVANIZED STEEL. ALL ARE ALTERNATIVES.
2. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS ONE LB /SF INSULATION
WBGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADJUST RANGER SIZES TO BE WITHIN THBR LOAD LIMITS.
HANGER SPACING MAY READJUSTED BY SPECIAL ANALYSIS.
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
- - - - - - - - Architecture Engineering Planning
- Interior Design Landscape Architecture
--- w - --- - 2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES, P.A.
Consulting Engineers
9150 South Dodeland Blvd. • Suite 900
Miami . Florida 33156 . EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www,l iaa a
Project No.: 22007
"
-
,h 4
`1
ETNA CAL: , -'
�GI SE AIVg`.
CEN
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
RECTANGULAR DUCT REINFORCEMENT
SCALE: AS SHOWN
2" W.G. STATIC
POS. OR NE M
NO
REINFORCEMENT
REQUIRED
REINFORCEMENT
CODE
FOR DUCT
GAGE
NO.
DRAWING TITLE:
RENFORCBM4T SPACING OPTIONS
SCHEDULES
DUCT DIM.
10'
1 8'
6' 1 5'
1 4' 1 3' 2 -1/2'
1 2'
10" dn.
26 ga.
NOT
REQUIRED
11-,12'
24 ga.
B-26
B-26
B-26
B-26
B-26
B-26
B -26
13',14-
22 ga.
B-24
B-26
B-26
B-26
B-26
B-26
B-26
15',16'
20 ga.
0-22
G24
G24
C-26
G26
G26
B-26
B -26
17-,18-
20 ga.
G22
G24
G24
G26
G26
G26
G26
B -26
19',20-
18 ga.
G20
j 0-22
G24
j G26
G26
j G26
G26
G26
21 ", 22"
16 ga.
D-20
D-22
D•24
D-26
G26
0-26
G26
C-26
23',24-
16 ga.
E-20
B22
D24
0.26
D-26
G26
G26
G26
26',26-
E-20
F -18
F -18
G-16
NOT
DESIGNED
E-22
E-20
F-20
G-18
K16
1-16
EL 24
E-22
E-22
F-20
G-18
1-18
1.16G
E16G
D-26
E-24
E-24
F-22
G-20
1-20
K18G
1-18G
J-16H
D-26
D-26
E-26
E-24
F-24
G-22
K20G
H-18G
1-18G
1-18G
J-1$H
G26
G26
G26
27,28-
D-26
G26
G26
29',30-
D-26
D•26
G26
31% - 36"
E-26
D-26
D-26
37" - 42"
E-24
E-26
E-26
43" - 48"
F-24
FL 24
E-24
49 "-54"
G-24
FL 24
F -24
55"- 60"
G-22
G-24
F -24
61% 72"
H-22G
K22G
H-24
73% 84"
1-20G
1-22G
122G
86% 96"
1�1811
1-20H
122H
97" - 108"
K 18H
J-18H
118H
109" - 120"
K-181
J-181
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
- - - - - - - - Architecture Engineering Planning
- Interior Design Landscape Architecture
--- w - --- - 2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES, P.A.
Consulting Engineers
9150 South Dodeland Blvd. • Suite 900
Miami . Florida 33156 . EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www,l iaa a
Project No.: 22007
"
-
,h 4
`1
ETNA CAL: , -'
�GI SE AIVg`.
CEN
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
SHEET NO.
M6.6
WN1
COMM. NO. 40068
SCALE: AS SHOWN
DATE: 04/13/2011
DRAWN: AP
CHECKED:
CADD FILE: V/22007 -MEP
DRAWING TITLE:
SCHEDULES
HVAC
SHEET NO.
M6.6
WN1