07-1661-067CONCRETE �TAPCON /(TYP.3 FLASHING SEE SMACNA
DECK FIG. 5 -4
NOTE:
PAINT EXPOSED ANGLE IRON FRAME
WITH (2) COATS OF RUST PROOF.
I ROOF MOUNTED DUCT SUPPORT DETAIL
NOT TO SCALE IM77JI
0 NOTE: DETAIL PER SMACNA MANUAL
FL
(o..._... ,
TIE RODS AT EQUAL
el mnitfiel e n w
— HANGER OPTION
HANGER COUPLED TO
EXISTING TIE ROD TiE ROD OPTION
(OPTiONAL)�\
T \r r
L2
HANGER --,,,j HGR j `r` I HANGER
! I HGR Lt
� I �
I ¢ I I D
TIE ROD —•I I TIE ROD I
I I I I I
HANGER ATTACHED
TO TRAPEZE BAR
ALL STRAP ROD SIZES SHALL BE PER SMACNA TABLE 4-1
Lt + D OR L2 + D DEFINES P/2 FOR TABLE 4-1
SHEET METAL LARGE DUCT SUPPORT
NOT TO SCALE
1�AEST p0
�T I�
OU10�,Y VALVE (� wMTM
BU1 Y Woo VALVE ¢ENE
OLO BYpA
0 wA1� SUPPLY 8AR N RN
CNI11� 1ER
E
e
..,UAnC .".Y _. VALVE
U0108 (i f )
R OW
A►
1 -5 1
COL
l COOLING COIL GSPIEPING DIAGRAM 1
rd
8TIMI" PPE
SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP -69, ANSI B31.1,
AND ASME SUBSECTION NF
NOMINAL
1- 1/2'X1- 1/2•X1/4' GALVANIZED
APITCH PANS &
SSOCIATED ROOFING
1 4
ANGLE (TYPO) O MAX. 4' -0 O.C.
WORK SHALL BE PERFORATED
2 4
4/ 3
BY "TREMCO' CERTIFIED
4/ 4
4 5
CONTRACTOR.
EYE BOLTS (TYP.)
,
DUCT SIZE VARIES
12 1
14 1
16 1
18 2
20 2
AIR CONDITIONING SUPPLY
30
/
AND RETURN DUCTWORK
/
EXPOSED TO THE WEATHER
SHALL BE WEATHERPROOF
•
SHEETMETAL DUCTWORK WITH
TURNBUCKLE
MIN. R -8 INSULATION,
(�)
EQUAL TO UNITED McGILL
m
'K -2i DOUBLE WALL OR
INTERNALLY LINED W/
4 "X4'X1/4'
0
SEALED JOINTS AND SEAMS
GALV. BASE
N
9 1
PLATE
<
12 1
13 1
14 1
16 1
17 1
19 2
STAIN. STEEL EYE
23 2
25 2
27 2
RUOOF�
s
/–AND PI AND
33
m
PANCH
CONCRETE �TAPCON /(TYP.3 FLASHING SEE SMACNA
DECK FIG. 5 -4
NOTE:
PAINT EXPOSED ANGLE IRON FRAME
WITH (2) COATS OF RUST PROOF.
I ROOF MOUNTED DUCT SUPPORT DETAIL
NOT TO SCALE IM77JI
0 NOTE: DETAIL PER SMACNA MANUAL
FL
(o..._... ,
TIE RODS AT EQUAL
el mnitfiel e n w
— HANGER OPTION
HANGER COUPLED TO
EXISTING TIE ROD TiE ROD OPTION
(OPTiONAL)�\
T \r r
L2
HANGER --,,,j HGR j `r` I HANGER
! I HGR Lt
� I �
I ¢ I I D
TIE ROD —•I I TIE ROD I
I I I I I
HANGER ATTACHED
TO TRAPEZE BAR
ALL STRAP ROD SIZES SHALL BE PER SMACNA TABLE 4-1
Lt + D OR L2 + D DEFINES P/2 FOR TABLE 4-1
SHEET METAL LARGE DUCT SUPPORT
NOT TO SCALE
1�AEST p0
�T I�
OU10�,Y VALVE (� wMTM
BU1 Y Woo VALVE ¢ENE
OLO BYpA
0 wA1� SUPPLY 8AR N RN
CNI11� 1ER
E
e
..,UAnC .".Y _. VALVE
U0108 (i f )
R OW
A►
1 -5 1
COL
l COOLING COIL GSPIEPING DIAGRAM 1
rd
8TIMI" PPE
SPANS SHOWN AGREE WITH VALUES SHOWN IN MSS SP -69, ANSI B31.1,
AND ASME SUBSECTION NF
NOMINAL
P
/4 1
1 4
4/114/,-, 2
2 4
4/ 3
3 4
4/ 4
4 5
5 6
6 8
8 1
10 1
12 1
14 1
16 1
18 2
20 2
24 3
30
PIPE SIZE 1
MAXIMUM W
WATER 5
5 6
6 7
7 7
7 9
9 1
10 1
11 1
12 1
13 1
14 1
16 1
17 1
19 2
22 2
23 2
25 2
27 2
28 3
30 3
32 3
33
T S
8 9
9 9
9 9
9 1
12 1
13 1
14 1
15 1
16 1
17 1
19 2
21 2
24 2
26 3
30 3
32 3
35 3
37 3
39 4
42 4
44
A T
RECOMMEND, 3
3/8 1
1/2 5
5/8 3
3/ 7
7/8 1
1
HANGER D
DIAMETER-
A CHECK THAT THE SUPPORTED LOAD I
THAT A PARTICULAR ROD DIAMETER IS
TUBING SIZE 1/2 3/4 1 14/4 14/2 1 2 24/2 1 3 34/2 1 4 1 5 1 6 8 10 12
SPAN (FEET) 5 5 6 7 1 8 I 8 9 10 11 1 12 1 13 14 18 18 19
HANGER ROD 1/4 3/8 1/2 5/8 3/4 7/8
IPVC PL.4= PPE (MAX. 160' F)
PIPE SIZE 1/2 3/4 14/4 14/2 2 24/2 3 34/2 4 5 6 8
SPAN (FEET) 3.5 L:H 3.5 4 4 .5 4.5 5 1 5.5 1 5 8.28 6.5 6.75 7.5
HANGER ROD 1/4 3/8 1/2 1/2 5/8
I HANGER SPACING TABLE FOR PIPING 2
NOT TO SCALE M%
TABLE 305.4
PIPING SUPPORT SPACING
PENETRATION "TAPCON' ALL THREAD
SCREW INTO CONCRETE —// VIBRATION
AND BLOCK
A
r31W
ISOLATOR
2' X 1' UNISTRUT. MOUNTING BRACKET
` TOP MOUNT (OPTION 1)
BOTTOM MOUNT CONNECTION
(OPTION 2)
LINE FAN
r
HANGER RODS
NTH 36' MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING
WITH 36'
ON EACH CHANNEL (feet) (feet)
BAND ADS pipe 4 10
Aluminum pipe and tubing 10 15
Bras@ pipe 10 10
Brass tubing, 1)4 –Inch diameter
and smaller 6 10
Brass tubing. 13i –inch diameter
and larger 10 10
Cast –iron pipeb 5 15
1 -5/8 12 GAGE Copper or copper –alloy pipe 12 10
PROVIDE INSULATION CHANNEL OR Copper or copper –alloy tubing,
SHEILD & INSERT FOR 2'x2 "X1/4' ANGLE 114 –inch diameter and smaller 6 10
ALL PIPING Copper or copper –alloy tubing.
I% –Inch diameter and larger 10 10
S17F VIEW CPVC pipe or tubing• 1 inch
and smaller 3 10C
TRAPEZE HANGER FOR UP CPVC pipe or tubing 19–inch
TO 1.000 LB. UNIFORM LOAD and larger 4 10c
Steel Pipe 12 15
Steel tubing 8 10
Lead pipe Continuous 4
PB pipe or tubing 22/3
(32 Inches) 4
PEX tubing 22/3
(32 inches) 100
PVC pipe 4 10e
HANGER ROD HANGER ROD
NSULATION (VAPOR NSULATION
CHANGER ROD BARRIER TYPE IS
REQUIRED FOR LOW
TEMPERATURE PIPE)
PROVIDE HIGH COMPRESSIVE
INSULATION STRENGTH INSULATION INSERT
UNDER INSULATION SHEILD.
WELD
SADDLE INSULATION SHEILD /
AT HANGER
ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER
TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS
FOR LOW TEMPERATURE PIPE FOR HOT PIPING,
OR OPTIONAL FOR HOT PIPING.
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE.
ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE
TYPICAL PIPE HANGERS 6
NOT TO SCALE M%1
SOURSE: SMACNA, HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE — SECOND EDITION, 1995
UNREINFORCED DUCT (WALL THICKNESS)
NOT TO SCALE ku NOT TO SCALE
PRESSURE CLASS (IN W.G.)
DUCT DIMENSION POSITIVE OR NEGATIVE
1/2" in 2" 3" 4" 6" 10"
8 ", DN 26 26 26 24 24 24 22
9 ",10" 26 26 26 24 22 20 18
11 ",12" 26 26 24 22 20 18 16
13 ",14" 26 24 22 20 18 18
15 ",16" 26 22 20 18 18 16
17 ",18" 26 22 20 18 16
19 ",20" 24 20 18 16
21 ",22" 22 18 16 16
23 ".24" 22 18 16 16
25 ",26' 20 18
27 ",28" 18 16
29 ",30" 18 16
31 ",36" 16
THIS TABLE GIVES MINIMUM DUCT WALL THICKNESS (GAGE) FOR USE OF FLAT TYPE JOINT SYSTEM. PLAIN "S-
AND
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
IPVC PL.4= PPE (MAX. 160' F)
PIPE SIZE 1/2 3/4 14/4 14/2 2 24/2 3 34/2 4 5 6 8
SPAN (FEET) 3.5 L:H 3.5 4 4 .5 4.5 5 1 5.5 1 5 8.28 6.5 6.75 7.5
HANGER ROD 1/4 3/8 1/2 1/2 5/8
I HANGER SPACING TABLE FOR PIPING 2
NOT TO SCALE M%
TABLE 305.4
PIPING SUPPORT SPACING
PENETRATION "TAPCON' ALL THREAD
SCREW INTO CONCRETE —// VIBRATION
AND BLOCK
A
r31W
ISOLATOR
2' X 1' UNISTRUT. MOUNTING BRACKET
` TOP MOUNT (OPTION 1)
BOTTOM MOUNT CONNECTION
(OPTION 2)
LINE FAN
r
HANGER RODS
NTH 36' MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING
WITH 36'
ON EACH CHANNEL (feet) (feet)
BAND ADS pipe 4 10
Aluminum pipe and tubing 10 15
Bras@ pipe 10 10
Brass tubing, 1)4 –Inch diameter
and smaller 6 10
Brass tubing. 13i –inch diameter
and larger 10 10
Cast –iron pipeb 5 15
1 -5/8 12 GAGE Copper or copper –alloy pipe 12 10
PROVIDE INSULATION CHANNEL OR Copper or copper –alloy tubing,
SHEILD & INSERT FOR 2'x2 "X1/4' ANGLE 114 –inch diameter and smaller 6 10
ALL PIPING Copper or copper –alloy tubing.
I% –Inch diameter and larger 10 10
S17F VIEW CPVC pipe or tubing• 1 inch
and smaller 3 10C
TRAPEZE HANGER FOR UP CPVC pipe or tubing 19–inch
TO 1.000 LB. UNIFORM LOAD and larger 4 10c
Steel Pipe 12 15
Steel tubing 8 10
Lead pipe Continuous 4
PB pipe or tubing 22/3
(32 Inches) 4
PEX tubing 22/3
(32 inches) 100
PVC pipe 4 10e
HANGER ROD HANGER ROD
NSULATION (VAPOR NSULATION
CHANGER ROD BARRIER TYPE IS
REQUIRED FOR LOW
TEMPERATURE PIPE)
PROVIDE HIGH COMPRESSIVE
INSULATION STRENGTH INSULATION INSERT
UNDER INSULATION SHEILD.
WELD
SADDLE INSULATION SHEILD /
AT HANGER
ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER
TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS
FOR LOW TEMPERATURE PIPE FOR HOT PIPING,
OR OPTIONAL FOR HOT PIPING.
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE.
ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE
TYPICAL PIPE HANGERS 6
NOT TO SCALE M%1
SOURSE: SMACNA, HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE — SECOND EDITION, 1995
UNREINFORCED DUCT (WALL THICKNESS)
NOT TO SCALE ku NOT TO SCALE
PRESSURE CLASS (IN W.G.)
DUCT DIMENSION POSITIVE OR NEGATIVE
1/2" in 2" 3" 4" 6" 10"
8 ", DN 26 26 26 24 24 24 22
9 ",10" 26 26 26 24 22 20 18
11 ",12" 26 26 24 22 20 18 16
13 ",14" 26 24 22 20 18 18
15 ",16" 26 22 20 18 18 16
17 ",18" 26 22 20 18 16
19 ",20" 24 20 18 16
21 ",22" 22 18 16 16
23 ".24" 22 18 16 16
25 ",26' 20 18
27 ",28" 18 16
29 ",30" 18 16
31 ",36" 16
THIS TABLE GIVES MINIMUM DUCT WALL THICKNESS (GAGE) FOR USE OF FLAT TYPE JOINT SYSTEM. PLAIN "S-
AND
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
I HANGER SPACING TABLE FOR PIPING 2
NOT TO SCALE M%
TABLE 305.4
PIPING SUPPORT SPACING
PENETRATION "TAPCON' ALL THREAD
SCREW INTO CONCRETE —// VIBRATION
AND BLOCK
A
r31W
ISOLATOR
2' X 1' UNISTRUT. MOUNTING BRACKET
` TOP MOUNT (OPTION 1)
BOTTOM MOUNT CONNECTION
(OPTION 2)
LINE FAN
r
HANGER RODS
NTH 36' MAX. SPACING PIPING MATERIAL MAXIMUM HORIZ. SPACING MAXIMUM VERT. SPACING
WITH 36'
ON EACH CHANNEL (feet) (feet)
BAND ADS pipe 4 10
Aluminum pipe and tubing 10 15
Bras@ pipe 10 10
Brass tubing, 1)4 –Inch diameter
and smaller 6 10
Brass tubing. 13i –inch diameter
and larger 10 10
Cast –iron pipeb 5 15
1 -5/8 12 GAGE Copper or copper –alloy pipe 12 10
PROVIDE INSULATION CHANNEL OR Copper or copper –alloy tubing,
SHEILD & INSERT FOR 2'x2 "X1/4' ANGLE 114 –inch diameter and smaller 6 10
ALL PIPING Copper or copper –alloy tubing.
I% –Inch diameter and larger 10 10
S17F VIEW CPVC pipe or tubing• 1 inch
and smaller 3 10C
TRAPEZE HANGER FOR UP CPVC pipe or tubing 19–inch
TO 1.000 LB. UNIFORM LOAD and larger 4 10c
Steel Pipe 12 15
Steel tubing 8 10
Lead pipe Continuous 4
PB pipe or tubing 22/3
(32 Inches) 4
PEX tubing 22/3
(32 inches) 100
PVC pipe 4 10e
HANGER ROD HANGER ROD
NSULATION (VAPOR NSULATION
CHANGER ROD BARRIER TYPE IS
REQUIRED FOR LOW
TEMPERATURE PIPE)
PROVIDE HIGH COMPRESSIVE
INSULATION STRENGTH INSULATION INSERT
UNDER INSULATION SHEILD.
WELD
SADDLE INSULATION SHEILD /
AT HANGER
ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER
TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS
FOR LOW TEMPERATURE PIPE FOR HOT PIPING,
OR OPTIONAL FOR HOT PIPING.
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE.
ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE
TYPICAL PIPE HANGERS 6
NOT TO SCALE M%1
SOURSE: SMACNA, HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE — SECOND EDITION, 1995
UNREINFORCED DUCT (WALL THICKNESS)
NOT TO SCALE ku NOT TO SCALE
PRESSURE CLASS (IN W.G.)
DUCT DIMENSION POSITIVE OR NEGATIVE
1/2" in 2" 3" 4" 6" 10"
8 ", DN 26 26 26 24 24 24 22
9 ",10" 26 26 26 24 22 20 18
11 ",12" 26 26 24 22 20 18 16
13 ",14" 26 24 22 20 18 18
15 ",16" 26 22 20 18 18 16
17 ",18" 26 22 20 18 16
19 ",20" 24 20 18 16
21 ",22" 22 18 16 16
23 ".24" 22 18 16 16
25 ",26' 20 18
27 ",28" 18 16
29 ",30" 18 16
31 ",36" 16
THIS TABLE GIVES MINIMUM DUCT WALL THICKNESS (GAGE) FOR USE OF FLAT TYPE JOINT SYSTEM. PLAIN "S-
AND
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
HANGER ROD HANGER ROD
NSULATION (VAPOR NSULATION
CHANGER ROD BARRIER TYPE IS
REQUIRED FOR LOW
TEMPERATURE PIPE)
PROVIDE HIGH COMPRESSIVE
INSULATION STRENGTH INSULATION INSERT
UNDER INSULATION SHEILD.
WELD
SADDLE INSULATION SHEILD /
AT HANGER
ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER
TYPE 44 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS TYPE 1 IN SPECIFICATIONS
FOR LOW TEMPERATURE PIPE FOR HOT PIPING,
OR OPTIONAL FOR HOT PIPING.
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE TRAPEZE.
ALL PIPING SHALL BE SUPPORTED PER FMC 2004, SEC. 305, SEE TABLE ABOVE
TYPICAL PIPE HANGERS 6
NOT TO SCALE M%1
SOURSE: SMACNA, HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE — SECOND EDITION, 1995
UNREINFORCED DUCT (WALL THICKNESS)
NOT TO SCALE ku NOT TO SCALE
PRESSURE CLASS (IN W.G.)
DUCT DIMENSION POSITIVE OR NEGATIVE
1/2" in 2" 3" 4" 6" 10"
8 ", DN 26 26 26 24 24 24 22
9 ",10" 26 26 26 24 22 20 18
11 ",12" 26 26 24 22 20 18 16
13 ",14" 26 24 22 20 18 18
15 ",16" 26 22 20 18 18 16
17 ",18" 26 22 20 18 16
19 ",20" 24 20 18 16
21 ",22" 22 18 16 16
23 ".24" 22 18 16 16
25 ",26' 20 18
27 ",28" 18 16
29 ",30" 18 16
31 ",36" 16
THIS TABLE GIVES MINIMUM DUCT WALL THICKNESS (GAGE) FOR USE OF FLAT TYPE JOINT SYSTEM. PLAIN "S-
AND
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
SOURSE: SMACNA, HVAC DUCT CONSTRUCTION STANDARDS METAL & FLEXIBLE — SECOND EDITION, 1995
UNREINFORCED DUCT (WALL THICKNESS)
NOT TO SCALE ku NOT TO SCALE
PRESSURE CLASS (IN W.G.)
DUCT DIMENSION POSITIVE OR NEGATIVE
1/2" in 2" 3" 4" 6" 10"
8 ", DN 26 26 26 24 24 24 22
9 ",10" 26 26 26 24 22 20 18
11 ",12" 26 26 24 22 20 18 16
13 ",14" 26 24 22 20 18 18
15 ",16" 26 22 20 18 18 16
17 ",18" 26 22 20 18 16
19 ",20" 24 20 18 16
21 ",22" 22 18 16 16
23 ".24" 22 18 16 16
25 ",26' 20 18
27 ",28" 18 16
29 ",30" 18 16
31 ",36" 16
THIS TABLE GIVES MINIMUM DUCT WALL THICKNESS (GAGE) FOR USE OF FLAT TYPE JOINT SYSTEM. PLAIN "S-
AND
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
HEMMED "S" CONNECTORS ARE LIMITED TO 2" W.G. MAXIMUM. SLIPS AND DRIVES MUST NOT BE LESS THAN
TWO GAGES LIGHTER' THEN THE DUCT WALL NOR BELOW 24 GAGE. DOUBLE "S" SLIPS MUST BE 24 GAGE FOR
DUCT 30" WIDE OR LESS AND 22 GAGE FOR GREATER WIDTH.
DUCT GAGE 26 TO 22 20 18 16
MINIMUM FLAT SLIP AND DRIVE GAGE 24 22 20 18
FLOOR SLAB
3
. 1 �
AUX. DRAIN TERMINATE
PER PLMB. PLANS uu
S/A DUCT
4 CD see plumbing
1 CEILING J.
2
24 GAUGE AUX. GALV.
CONDENSATE DRAIN PAN W/
FLOAT SWITCH
DEPTH 3"
ft'IOMS diVAC iflETAU
Ot SUSPEND AIR HANDLING UNIT FROM I –BEAMS IN CEILING SPACE (HORIZONTAL POSITION) WITH 3/8" DIAMETER THREADED
STEEL RODS AND VIBRATION ISOLATORS (KINETICS NOISE CONTROL MODEL / SFH -1 -500). ATTACH TO JOISTS WITH BEAM CLAMPS.
O2 CONTROL WIRE TO T –STAY IN 1/2' C. PER MFR. INSTR.
O3 CHILLED WATER SOPPY AND RETURN LINES.
O4 RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS.
INSULATE SECTION LOCATED ABOVE CEILI
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
H
AROUND.
ROUND (TYPO). • a
A
EXTERIOR WALL PENETRATION DETAIL 7
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
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I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_
NOT TO SCALE M%
FLEX
HOUSING
SUPPORT
1/2'i GALVANIZED SECURE CURB TO ROOF
LAG BOLT &WASHER WITH STAINLESS STEEL
(2) EACH SIDE 1/2'1x4" EMB WEDGE
ANCHOR BOLTS (2)
EACH SIDE.
(4) NEOPRENE
MOUNTING PAD
4 "x4'x3/8' THK. PREFABRICATED EQUIPMENT
SUPPORT AS MANUFACTURED
BY SHIPMAN OR AN APPROVED
ROOFI
NG EQUIVALENT.
. • '' + 'j °.' .. - .. 4; - y' • r.., ', .may NOT TO SCALE
I UTILITY FAN ROOF SUPPORT DETAIL �
REMOVABLE TOP, SECURE TOP
WITH SHEET METAL SCREWS.
18 GA GALVANIZED METAL GOOSENECK
SEAL ALL JOINTS WATER TIGHT
c
NG. AHU -003
FC UNIT DETAIL a
NOT TO SCALE
��• CORE BORE OPENING IN WALL
SIZED TO TIGHTLY FIT THE
EXTERIOR WALL. •• - "' PIPE SLEEVE.
CA
• ANSI 816.5 150 I.B. SUP
PIPE CLAMP WELDED ON FLANGE WELDED Td
TO PIPE SLEEVE. a ° SLEEVE DRAWN TIGHT TO
.-. WALL (TYPO BOTH SIDES OF WALL).
PIPING
0
' SCHEDULE 40 SLEEVE. EDGES
GROUT FULL WITH HIGH � • '•'- � GROUND SMOOTH ON INSIDE
STRENGTH CONCRETE OF WALL
(4000 PSI). o •
PIPING
o 3/16" TYPO ALL
PR –R55 OR EQUAL
17A
iISSUED FOR PERMIT Oct 08,2007
ISSUED FOR CONSTRUCTION -
K AMM CONSULTING PROJECT #: 2007 -0307 ,
PROJECT MANAGER: Nicholas Melisiotis, POE � tit t t • t 11 1 f I •t j ��',
M 1407 West Newp
drt . . • � %,
Deerfield Beach; 'rl
Phone 954.949:22 Fi�xx� Ul•.:'
B■V engineering@katn�ltl
Certification of Autho
1 � DIRECTOR OF ELECTRICAL ENGINEERING Decem
Lon T. Carta Florida License #35249 * - a�l.T � 0 � . • Q:
DIRECTOR OF MECHANICAL ENGINEERING
Mircea Pella Flori
FLASHING AS c
RECOMMENDED
BY MANUFACTURER REF.LINES
FROM UNIT
FIBER CANT STRIP °D
SET IN BITUM
BASE FLASHIN MIN. 8' PIPING CUR
BUILD UP ROOFING
FILL SPACE WITH FIRE CONCRETE ANCHOR /TAPCON
PROOF RE RESISTANT
SILICON SEALANT FOAM
CM
CiTY OF SOUTH A+)!AMt
BUILDING
DEBT.
MECHANICAL SECTION
APPROVED BY: �(D
DATE: � • I J ' �' `�
da License #48798 • • � ��
Maverick Architecture &
Design, Ilc.
6675 Westwood Blvd.
Suite 140
Orlando, Florida 32821
T: 407.351.8787
F: 407.351.9254
E:
Info @MaverickArchDes.com
AA. 26000903 AR.
91835
a conceptually
independent forum
M
y �
J M
'L (Ci
Q�
O �
. "y LO .0
v/
m
ea
v
c Q
o �
n Q
� U
m W
m �
0
a
I HEREBY CERTIFY THAT THESE DRAWINGS AND
SPECIFlCAiONS WERE PREPARED UNDER MY
DIRECT SUPERVISION AND TO THE BEST OF MY
KNOWLEDGE COMPLY WITH THE STATE BUILDING
AND ZONING ORDINANCES.
SKIED
STATE REGISTRATION
DATE
MECHANICAL
DETAILS
M701
Drawing No.
r1,_