08-40-252SOUND INSULATED
HOUSING —
ADJUSTABLE
MOUNTING
FLANGE
AIR FLOW
EXHAUST DUCT
CENTRIFUGAL
FAN INSIDE
HOUSING
REMOVABLE
ALUM. CEILING
GRILLE
FLOW
TYP. CEILING TYPE
MAIN DUCT
AIR I AIR
FLOW FLOW
L=1 /4"W L 45. 45"
PIVOT
(MIN.) CASTING��
(TYP.)
SHEET METAL SHEET METAL
DAMPER \-ADJUSTINGJ DAMPER
ROD }
W I RETURN BRANCH
SUPPLY BRANCH DUCT
DUCT,,
EXH. FAN DETAIL
N.T.S.
DUCT BRANCH TAKE OFF DETAIL
FOR LOW PRESSURE DUCTWORK
1/4"0 STAINLESS STEEL N.T.S.
CABLE W/ PLASTIC COVER
BOLTED TO STEEL SUPPORT
FRAME W/ 3/8" BOLTS
SERVICE TO WITHSTAND 150 MPH
DISCONNECT HURRICANE FORCE WINDS.
SWITCH (TYPICAL OF 2)
THERMALLY
PROTECTED MOTOR ALUMINUM
2" OF THERMAL Jc FAN HOUSING
ACOUSTICAL INSULATION p
1/4"X2" SRONNCE
RUUBBER PAD
SEALING COMPOUND GRAVITY
STRIP WEDGE DAMPER
ROOFING FELT NOW -_--BOLT TO CURB
MIN. 2 PER SIDE
1/4" BOLT EVERY 1 ROOF
NUT 4-3/4" DIA. NA HE
PREFABRICATED
ROOF CURB
SMOKE DETECTOR FLEXIBLE CONNECTION
(WHERE REQUIRED) (WHEN DUCTWORK IS REQUIRED)
DUCTWORK TO SYSTEM
(WHERE REQUIRED)
ROOF EXHAUST FAN DETAIL
N.T.S.
2'r '"'''
STATIC
PO=. on NEG.
—MTS
SMACNA
RECTANGULAR DUCT REINFORCEP.ENT
NO
PENFOME.
DUCT GAGE
. . . . . . . .............. CONCRETE ANCHOR
WMML
M RIGB7ITV CLASS GN RINBAIIM NAGE DUCT
DUCT
OMMBWN
NlIIIF' ORCENE111 NIACINS
1G' G' S' 4' w 21/21 s'
......... ......... .................._..........
"
10"pl�L
26 GA.
OF STRAP
w
11,12"
24 GA.
4 y
A-26
y V
y y y
13,14"
22 GA,
A-24
A-26
15,19"
yips,
A-22
A-24
A-26
1-1,1611
20 GA.
A-22
A-24
A-26
15, 20"
18 GA,
8-20
B-22
A-26
21,22"
16 GA.
15-20
8-22
A-26
REINFORCEMENT
23,2411
16 GA.
C-20
0-22
S-26
25,26"
C-20
C-22
8-26
PRECAST JOIST
21, 28"
C-16
C-20
C-24
8-26
2-4 30"
D-18
D-20
C-24
C-26
31 - 36
E-14
E-18
D-22
P-24
31 - 42"
BAND -
E-16
E-22
E-24
43 - 48"
6-16
F-20
E-22 E-24
47 - 54"
G-18
F-20 F-24
F,5 - 60"
IF DUCT SHAPE IS MAINTAINED
I-1-18
+
G-20 G-22 G-24
F + ROD
NOT
ALLOWEDJ-18
+-16
F H-18 W-22 W-24
1=+ Pop F+
13 - 8.4."
1-20 1-22
+ F+ F+ ROD
85'14°
LOAD RATED
K -I6 K-18 J-20
ra + + SOD
UP
+
1 -I -18T
.R
2
VANES AND VANE RUNNERS DETAIL
N.T.S.
EW OR
NER TO DUCT
NARROW WALL TYPE
FIRE BARRIER
1/8" PER LINEAR FOOT CLEARENCE FOR
EXPANSION AT TOP AND AT EACH VERTICAL
SIDE
RETAINING ANGLES SIZED ACCORDING TO
"SMACNA" RECOMMENDATIONS FASTENED
MIN. 2 HINGES AND 2 LATCHES W/2-1/4" BOLTS,6" O.C. TO FD SLEEVE
ONLY
BLADES OUT OF AIR STREAM
ELECTRIC -THERMAL MANUAL LINK
FIRE DAMPER FRAME, FASTENED TO SLEEVE AS
PER F.D. MANUFACTURER'S INSTRUCTION
SHEET METAL DUCTWORK
"S" SLIP TYPE CONNECTION ON TOP k
BOTTOM AND DRIVE SLIP AT EA. SIDE
2" X 2"\" X 3/16" GALV. STL MGL --I I STEEL PLATE SHALL OVERLAP MASONRY
MIN. OPENING A MIN. OF 1" ALL AROUND OPENING
PER SPECIFICATIONS
DUCT ACCESS PANEL SHALL BE 16"x16",OR MAX. SIZE
DUCT WILL ALLOW,LOCATED WITHIN 12" OF FIRE DAMPER'S
LINK AND LABELED'FIRE
DAMPER
ACCORD NCE W/SMACNARECOMMENCONSTRUCTED
RECOMMENDATIONS.
WIDE WALL TYPE FIRE BARRIER
NOTES:
1 DIRECTION OF APPLY NON -HARDENING SEALANT AT ALL
AIR PRESSURE JOINTS FOR AIR TIGHTNESS.
DUCT MOUNTED ACCESS DOOR TYPICAL FIRE DAMPER
N.T.S. WALL MOUNTING DETAIL
N.T.S.
FIRE DAMPERS SHALL BE U.L. CLASSIFIED
DYNAMIC TYPE FIRE DAMPER
NOTES:
1. WELD FRAME OF F.D. TO 14 GA. SLEEVE.
2. APPLY NON -HARDENING SEALANT AT ALL
JOINTS FOR AIR TIGHTNESS
UPPED & LOVIER HAIMGER
ATTACHMENTS ! DEVICES
N.T.S.
MAINTAIN MFRS RECOMMENDED (2) 1/4'0 STAINLESS STEEL
CLEARANCES FOR AIRFLOW AND CABLE W/PLASTIC COVER
MAINTENANCE ACCESS
...................................... ......................... ........ ... 1/4•N STAINLESS STEEL
CABLE W/ PLASTIC COVER
BOLTED TO CONCRETE PAD
TO WITHSTAND HURRICANE
FORCE WINDS.
CONDENSING UNIT BOLTED TO
CONDENSING UNIT CONCRETE PAD WITH
(3) #14 SCREWS PER SIDE
TYPICAL OF 4
[4" CONCRETE PAD
i.
d A 4
ISOMODE PAD (TYPICAL)
CONCRETE PAD
CU -1.1 CU -1.2 & CU -1.3 CONDENSING UNIT MOUNTING DETAIL
N.T.S.
NOTES:
1. CONCEALED OR NON-REMOVEABLE JOINTS SHALL NOT BE PERMITTED FOR UNDERGROUND PIPING.
2. MAXIMUM NUMBER OF ELBOWS FOR UNDERGROUND PIPING SHALL BE TWO WITH AN ANGLE OF NO
GREATER THAN 45 DEGREES.
3. PVC CONDUIT CARRYING REF. PIPING SHALL BE MIN, TWO INCHES LARGER THAN
PIPE AND INSULATION ENCASED.
4. CONDENSING UNIT SHALL BE MOUNTED ABOVE FLOOD CRITERIA.
(TYP. OPPOSITE SIDES)
DRIVE TYPE SLIP CONNECTION
�C��7
-------- (TYP. OPPOSITE SIDES)
"S" TYPE SLIP CONNECTION
1/8'' CLEARANCE
CONCRETE SLAB
---- -- - ' O.C. TO F.D. SLEEVE ONLY.
FASTENED WITH BOLTS 6"
ACCORDING TO "SMACNA is
RETAINING ANGLES SIZED
14 GA. STL BLADE BRACKET
t of
LL 12 GA, STL. ROLL FORMED BLADES
BAROMETRIC RELIEF DAMPER
MOUNTING DETAIL
N.T.S.
NOTE
Sheet metal connections must be made using glass fabric
and mastic (GFM). 2-1/2' SQUARE WASHERS
EXCEPTION: 12"MAX• Q.C. MIN. 2 PER SIDE
When construction pressure class is 1" W.G. or less
and sheet metal surfaces are cleaned carefully UL listed
pressure -sensitive aluminum tape may be used.
All connections of fibrous glass duct to equipment and
metal duct must be mechanically attached 12"(max.) on II
centers. II
#10X1-1/
SCREWS 1
MIN. 2 PE
FIBROUS C
GFM
22 GAUGE SHEET METAL Figure 2-23
1"X1"X1"CHANNEL
FASTENED TO METAL
FLANGE
GFM
CLOSURE (OVER
POCKET LOCK AND DUCT
BOARD)
110X1-1/4 SHEET METAL
SCREWS 12"(MAX.) O.C.
MIN. 2 PER SIDE
II
MEI SCR X SHE
ET
MEUL SCREWS--✓
FIBROUS GLASS
DUCT
JiNGE 22 GAUGE SHEET METAL
1"X3"
FLANGE
FIBROUS GLASS
DUCT BOARD —
BEARING PLATE
FLANGE ON BREED
METAL DUCT. CLINCH \
LOCK OR DOVE -TAIL I
GFM
CLOSURE
FLANGE
Figure 2-25
SCREW POP RIVET -
OR SPOT WELD TO
EQUIPMENT FLANGE
GFM
f CLOSURE
Figure 2-26 METAL DUCT
PER
SPECIFICATION
#10X1-1/4" SHEET METAL
SCREWSS AND 2-1/2" SQUARE
WASHERS, 12"(MAX.) O.C. TO
ATTACH DUCTSOARD TO 22 GA.
"J" SHEET METAL SLEEVE
GFM CLOSURE
6" HEATER
3"MIN.
6"MIN. IF HEATING
EQUIPMENT
FIBROUS GLASS DUCT -r'' Figure 2-27 CONVERSI
1"WG
1"
22 GAUGE SHEET METAL. Figure 2-24 1 1/4"
POCKET LOCK 1"X1"X1" 2 1/2'
AHU'S ATTACHED TYPICAL DETAIL 3:
N.T.S. (SMACNA SIXTH EDITION)
i u y
—MTS
•
HANGERS MUST NOT DEFORM DUCT SHAPE........
HANGER RODS, WIRES
. . . . . . . .............. CONCRETE ANCHOR
Y y i y y
4
6D" MAXIMUM
.UNLESS FOOT
OR STRAPS
......... ......... .................._..........
"
y •
i `.
OF STRAP
w
4 y
y w w
y V
y y y
IS PLACED
4 vVy
•iiV•
UNDER A
Yl:y
•Y Y y
v
BOTTOM
i
•
V y
"••i
REINFORCEMENT
Y
� w
PRECAST JOIST
_
STEEL BEAMS
OPEN WEB JOIST
SCREWS
.. � .:
SCREWS MAY BE
BAND -
m .......„,::::>s;i, `:..................:...............
OMITTED IF HANGER
ONE HALF -ROUND MAY BE USED
LOOPS
IF DUCT SHAPE IS MAINTAINED
LOAD RATED
+
FASTENERS
BAND OF SAME SIZE
HANGER
/-
AS HANGER STRAP
EXPANSION SHIELDS
J
CONCRETE ANCHORS
MANUFACTURED CONCRETE INSERTS
HANGER STRAP HANGER ROD
STRAP HANGERS
f
ALTERNATE
24”
MAX.
50"
MAX.
-
POWER ACTUATED STUDS INTO STEEL
� Vi
STRUCTURAL OR DECK
NUT —COUPLING
RETAINING CUP -- HANGER ROD
HANGER STRAP- -HANGER RDD
6a
C -CLAMP W/ RETAINING CUP
6o
C -CLAMP W/ LOCK NUT (OPTIONAL)
WELDED STUDS
UPPED & LOVIER HAIMGER
ATTACHMENTS ! DEVICES
N.T.S.
MAINTAIN MFRS RECOMMENDED (2) 1/4'0 STAINLESS STEEL
CLEARANCES FOR AIRFLOW AND CABLE W/PLASTIC COVER
MAINTENANCE ACCESS
...................................... ......................... ........ ... 1/4•N STAINLESS STEEL
CABLE W/ PLASTIC COVER
BOLTED TO CONCRETE PAD
TO WITHSTAND HURRICANE
FORCE WINDS.
CONDENSING UNIT BOLTED TO
CONDENSING UNIT CONCRETE PAD WITH
(3) #14 SCREWS PER SIDE
TYPICAL OF 4
[4" CONCRETE PAD
i.
d A 4
ISOMODE PAD (TYPICAL)
CONCRETE PAD
CU -1.1 CU -1.2 & CU -1.3 CONDENSING UNIT MOUNTING DETAIL
N.T.S.
NOTES:
1. CONCEALED OR NON-REMOVEABLE JOINTS SHALL NOT BE PERMITTED FOR UNDERGROUND PIPING.
2. MAXIMUM NUMBER OF ELBOWS FOR UNDERGROUND PIPING SHALL BE TWO WITH AN ANGLE OF NO
GREATER THAN 45 DEGREES.
3. PVC CONDUIT CARRYING REF. PIPING SHALL BE MIN, TWO INCHES LARGER THAN
PIPE AND INSULATION ENCASED.
4. CONDENSING UNIT SHALL BE MOUNTED ABOVE FLOOD CRITERIA.
(TYP. OPPOSITE SIDES)
DRIVE TYPE SLIP CONNECTION
�C��7
-------- (TYP. OPPOSITE SIDES)
"S" TYPE SLIP CONNECTION
1/8'' CLEARANCE
CONCRETE SLAB
---- -- - ' O.C. TO F.D. SLEEVE ONLY.
FASTENED WITH BOLTS 6"
ACCORDING TO "SMACNA is
RETAINING ANGLES SIZED
14 GA. STL BLADE BRACKET
t of
LL 12 GA, STL. ROLL FORMED BLADES
BAROMETRIC RELIEF DAMPER
MOUNTING DETAIL
N.T.S.
NOTE
Sheet metal connections must be made using glass fabric
and mastic (GFM). 2-1/2' SQUARE WASHERS
EXCEPTION: 12"MAX• Q.C. MIN. 2 PER SIDE
When construction pressure class is 1" W.G. or less
and sheet metal surfaces are cleaned carefully UL listed
pressure -sensitive aluminum tape may be used.
All connections of fibrous glass duct to equipment and
metal duct must be mechanically attached 12"(max.) on II
centers. II
#10X1-1/
SCREWS 1
MIN. 2 PE
FIBROUS C
GFM
22 GAUGE SHEET METAL Figure 2-23
1"X1"X1"CHANNEL
FASTENED TO METAL
FLANGE
GFM
CLOSURE (OVER
POCKET LOCK AND DUCT
BOARD)
110X1-1/4 SHEET METAL
SCREWS 12"(MAX.) O.C.
MIN. 2 PER SIDE
II
MEI SCR X SHE
ET
MEUL SCREWS--✓
FIBROUS GLASS
DUCT
JiNGE 22 GAUGE SHEET METAL
1"X3"
FLANGE
FIBROUS GLASS
DUCT BOARD —
BEARING PLATE
FLANGE ON BREED
METAL DUCT. CLINCH \
LOCK OR DOVE -TAIL I
GFM
CLOSURE
FLANGE
Figure 2-25
SCREW POP RIVET -
OR SPOT WELD TO
EQUIPMENT FLANGE
GFM
f CLOSURE
Figure 2-26 METAL DUCT
PER
SPECIFICATION
#10X1-1/4" SHEET METAL
SCREWSS AND 2-1/2" SQUARE
WASHERS, 12"(MAX.) O.C. TO
ATTACH DUCTSOARD TO 22 GA.
"J" SHEET METAL SLEEVE
GFM CLOSURE
6" HEATER
3"MIN.
6"MIN. IF HEATING
EQUIPMENT
FIBROUS GLASS DUCT -r'' Figure 2-27 CONVERSI
1"WG
1"
22 GAUGE SHEET METAL. Figure 2-24 1 1/4"
POCKET LOCK 1"X1"X1" 2 1/2'
AHU'S ATTACHED TYPICAL DETAIL 3:
N.T.S. (SMACNA SIXTH EDITION)
i u y
Y
V •
•
y Nb•yV
i y L
Y y i y y
4
i W' •
u Yyu w u
"
y •
i `.
y
w
4 y
y w w
y V
y y y
4 vVy
•iiV•
Yl:y
•Y Y y
v
i
•
V y
"••i
• ye•uu •
Y
� w
CITY OF I OUT,.1 NIIMAI
f'SU1L[3'1'NG DE" -'T
I S_ CL;At11CF,L SECTiG?s
AF�ROVI D
By: _� — ---- - -
r �
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL
MONEY J. MATEU
AR 0009220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTUREINC.UNLESS OTHERWSEPROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORI2ED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME
M-202.DWG
PROJECT NO-
MA0605
DRAWN BY
JMM
CHECKED BY:
JMM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
MECHANICAL DETAILS
SHEET: OF:
M-202 12