09-49-050.4v 1-1/2" GALV. STRAP
LATION SADDLE
OLT, TYP. UNDERU DUCT (TYP.)
FLEX. UL 181
SUPPLY DUCT DUCT
1" GALV STRAP /
ANGLE UNDER DUCT --/ SPIN IN COLLAR
W/ DAMPER PANDUIT STRAP
WRAP TOPS OF CEILING DIFFUSER
FIN. CLG. '-.CEILING DIFFUSER
DUCT CONNECTIONS TO CEILING DIFFUSERS
NOT TO SCALE
ARCK DRAONM
9
=A �IIOLS (11RCAL CF MIT-
AT�rAt� 10 MKS '%�
laz► pea
TYPICAL ROOFTOP
pll® f:A9�ldp
AA Mwn** tw Ym
ro A1w Iro �s �
CURB MOUNTING
NOT TO SCALE
IONIZATION SMOKE DETECTOR (SEE PLANS) AUDIBLE ALARM IN NORMALLY
FROM OTHER DETECTOR IF OCCUPIED AREA OR THROUGH
APPLICABLE BUILDING FIRE ALARM SYSTEM
IF APPLICABLE
24
VDC
OR S
120
VAC
DETECTOR TEST PANEL OR FIRE
U.L USTED ALARM PANEL F APPUCABLE
FIREISMOKE DAMPER TO CLOSE
EVAPORATOR FAN MOTOR AUXILIARY IN CASE OF SMOKE SENSING Of
CONTACT TO SHUT DOWN N CASE OF APPLICABLE)
SMOKE SENSING
DUCT SMOKE DETECTOR WIRING (TYP.)
NOT TO SCALE
INNER DEFLECTOR USED WITH
EXHAUST FAN DISCHARGE UNIT.
INTERNAL BAR, STRAP
OR ANGLE SUPPORTS
AS REQUIRED.
_6
15 REIN .J
18' A.F. ROOF
4'
AREA OF
DUCT+25%
FOR SCREEN ATE
�( U FLASHING
DUCT ST R�;j_
OOFING
�IfVOLUME DAMPER
NOTE:
DISCHARGE HEIGHT OF TO BE 18" ABOVE ROOF
ROOF EXHAUST CAP DETAIL FOR BATHROOM
EXHAUST NOT TO SCALD
INSULATION
(ERE REQUIRED)
I
SHEETMETAL SAFING ALL I
AROUND. TIGHT TO DUCT
PRESSURE TREATED
WOOD NAILER
RECTANGULAR
DUCTWORK
�---CAULK ALL AROUND
�.-------COUNTERFLASHING
^---SECURE TO CURB USING 2•
R12 LAG SCREWS (TYP)
�---- PREFABRICATED CURB
INSTALL ROOFING, FLASHING AND
COUNTER FLASHING EPENEER ROOF
MANUFALLUWRK TOCBE COMPLETED
WiTHIN SCOPE OF ROOF WARRANTY
INSTRUCTIONS
ROOF DECK I
SUPPORT STEEL AS REQUIRED INSULATION (IF
FOR METAL DECK ICAB
LE)
DUCT SUPPORT ALL AROUND.
FASTENED TO DECK da DUCT
INSULATION
(WHERE REQUIRED)
DUCT PENETRATION DETAIL
NOT TO SCALE
MAXIMUM SAG 1/2• 5'-0• I�AxdlUy VETAL $JRAP
PER FOOT OF 1-1%2• N4A t�l1lA
SUPPORT SPACING
Y � 1
.DIES: I Q SEVERAL
1) INCHES HFROM A CONNECTION BEFORE BENDING.
2) SUPPORT SYSTEM (RUST NOT DAMAGE DUCT OR
CAUSE OUT -OF -ROUND SHAPE.
FLEX DUCT SUPPORT DETAIL
FLASH & COUNTERFLASH
ROOF STRUCTURE
NOT TO SCALE
DDPAKE
.�Ict'
D PER. AIN COVER
dr I SECT SCREEN.
Bt] LMOuTH
FITTING
FACTORY FABRICATED ROOF CURB
HEIGHT -IV - (SEE DETAIL)
SUPPLY RETURN PROVIDE SMOKE DETECTOR
DUCT DUCT IN SUPPLY DUCT
TYPICAL ROOFTOP UNIT MOUNTING DETAIL FOR ALL
ROOFTOP UNITS NOT TO SCALE
!14)85:
1. APAW ALL RE REQUON= STEEL " TWO (2) COATS OF RUST WRITING PAINT.
2. MUST MEET 1140 NPH HURRICANE FORCE WINDS
ANCHOR
c ul�r �.,Ul1II s� � VO 3/5 N0
STEEL BOLTS.
PITCH PAN
(ALL LEGS)
FIN ROOF
�--- ROOF STRUCTURE
FOR RAC( SPECS SEE OTHER DETAIL ON IRS SHEET.
MULTIPLE CONDENSING UNITS DETAIL
REFER TO ROOF PLAN FOR EXACT QUANTITY OF CONDENSING UNITS. NOT TO SCALE
�{4IFS:
1. PAINT ALL EXPOSED STEEL WITH TO (2) COATS OF RUST INHIBITING PAINT.
R.M. ENTERPRISES
"RDCA-80 STAND"
COND.
Provide 4.22 ge.1 X1 wide hurricane
UNIT,
straps per a/c unit
RAIL 1 MI"
1.) 2.%* x Y4" long A307 steel galy. bolts
_t
and nuts fastened to web of Aluminum Stand Roll
2) 3-10.18 x Y' HWH 43 self drilling HIM Kwtk-Flex
to web of Aluminum Stand Rall.
b t
n
2"x2"x3/4" RUBBER NEOPRENE
(TYP) PAD BY A/C CONTRACTOR
EXAMPLES: RUBBER VIBRATION PAD
ALUMINIUM RAIL
(SEE SECTION)
4"x4"x1/4" GALV. STEEL
PLATE ANCHORED TO ROOF
STRUCTURAL WITH 2.3/18" 0
GALVANIZED STEEL BOLTS
THRU DECK WITH WASHERS
P. FILLET
AND NUTS. (TYP)
1/4 WELD
1-314 "x 1. 314" x 3/32"
114" x 3/4" GALVANIZED STEEL
THUMBSCREW TIGHTEN WITH TORQUE WRENCH
1.5116" GALVANIZED STEEL
BOLT 6 NUT.
1.I t2" x 1.12" x 3/3T'
1.12 "x 1- 1/2, x 118" WALL SEE TABLE BELOW
ROOFTOP EQUIPMENT HEIGHT REQUIREMENTS
WIDTH OF EQUIPMENT HEIGHT OF LEGS
UP TO 24* 14"
25" TO 38" IV,
37" TO 48" 24"
49" TO 80" 30"
61" AND WIDER 48"
CONDENSING UNIT ROOF DETAIL
NOTES:
NOT TO SCALE
1. ALL CONSTRUCTION TO MEET ALUMINIUM ASSOCIACUITION SPECIFICATIONS.
2. MUST MEET 140 MPH HURRICANE FORCE WINDS
3. VIBRATOR INSULATOR PADS SHALL BE PROVIDED BY THE
A/C CONTRACTOR SO AS NOT TO CAUSE VIBRATION
TO EXISTING SUBSTRUCTURE
4. DRAWINGS ARE THE MAXIMUN THE STAND CAN BE BUILT.
5. STANDARD HEIGHT OF LEGS 18" 6
WIDTH OF 27" CENTER TO CENTER ON I -BEAM
BASE PLATE 4" EDGE DISTANCE
I
F
4 EACH W HILTi *KW
BOLTS W/2 A' MINIMUN
EMBEDMENT CONCRETE BEAM
(TYPICAL EACH BASE PLATE)
TYPICAL CONNECTION TO CONCRETE
NOT TO SCALE
SHEETMETAL SAFING ALL
AROUND (MIN. 22 GA) TO METAL STUD
MATCH SLEEVE
MATERIAL RECTANGULAR
DUCTWORK
EXTERNAL INSULATION "71
SECURE SLEEVE I
TO SAFING
SHEETMETAL SLEEVE
INSULATION (MIN. 22 GA) ALL AROUND
TIGHT TO SLEEVE
DRYWALL PARTITION
DUCT PENETRATION DETAIL - NON -FIRE RATED WALLS
NOT TO SCALE
HANGER EXTE1(s0 IS DEFINED
AS THE SUY OF THE DISTANCES
1)
��
THE HAOLS (BOTH
MA)aVW HANGER SPACING
BY DUCT SIZE, IA,
MAXSPAHA
CI
22
DUCT SIZE, INCHES iGANGER
45" (Mde or greater 4 FT
Leas than 48' ldde and 6 FT
lose than 41i deep
> 28'448` 6 Fr
E"""
and grants Ohm 15deepLeanth
n 28' *Ids and 6 FT
16` depth s leasCH
CHANNEL SELECTION
(SEE TABLE
P TOTAL MIi1r11uM MI I M
FQQRR VITAL GAUGE A
EXTE11gON IS ONAiEEL CHANNEL
NOT GREATER THAip GAUGE PROFILE
DgAEN90N5
16' 22 Yx26"
3e 18 3 x2
sGN �. gMENS�oN�s (SEE 7
GAUGE k
T E
FIBERGLASS DUCT HANGERS DETAIL
NOT TO SCALE
C.U. MOUNTING
SEE DETAIL.
—PIPE SUPPORT
—ROOF CAP
SEE DETAIL.
TYPICAL REFRIGERANT PIPING CHASE - FUTURE
NOT TO SCALE
CONDENSING UNIT
SECURED TO WITHSTAND
BOLT UNIT SECURELY
HURRICANE FORCE WINDS
�
TO EXISTING SUPPORT STRUCTURE
REFER TO DETAIL
�=
THIS SHEET
-
ISOMODE PAD AT EACH
CORNER OF UNIT. SIZE AS
PER MANUFACTURER
RECOMMENDATION
EXIT. SUPPORT
EXIST. SUPPORT
CHANNEL.
SUPPORT COLUMN
CEXIST. ROOFING
INSULATION
ROOF SLAB—`
TYPICAL CONDENSING UNIT SUPPORT DETAIL
NOT TO SCALE
WIDTH OF EQUIPMENT (SHORTEST DIMENSION)HEIGHT OF LEGS
UP TO 24' 14"
25" TO 38' 18'
37• TO 48' 24"
47 TO W 3T
61` AND WIDER 48'
NOTES:
1. PAINT ALL EXPOSED STEEL WITH TWO (2) COATS OF RUST INHIBITING PAINT.
ARE REQUIRED.
2. MUST MEET 140 MPH HURRICANE FORCE WINDS
COND, UNIT
MINIMUN 18 GA, x 1" WiDE
GALV STEEL STRAP (GW) OR
EQUIVALENT (TYP 1 EACH CORNER).
FASTEN WITH (6)'12 SELF DRILLING
SCREW OR 11 Y x 2 WOOD LAG SCREW
MIN 1000 HR COATING EACH LEG
ISOLATOR PAD
4 PER UNIT----- IMETAL MOUNTING SURFACE
'� -- (STAND DETAILS DETERMINED
BY A MECHANICAL CONTRACTOR
TIE DOWN METHOD DETAIL
NOT TO SCALE
PERFORATED CAP --
18' MIN
TOYIARD ORAIn-7
CLEAN OUT --�
CLEAN OUT
DRAIN PAN
�L—gE
-SEE MECWWICAL COOKS
N aUNE A E N1 DN TWEE
PAN
1/2' + TOTAL AHU PLU�IEId1C VECFW(ICAL
TOTAL STATIC PRESSURE.
TYPICAL CONDENSATE DRAIN TRAP
NOT TO SCALE
R04 VABLE TOP WEATHER CAP
REFRIGERANT
1IGHT.T WATER T
SHEET METAL
POPES -----\
FLASHING
8" MIN. SUPPORT %
COUNTER FLASHING
VEEP IN HOLE
FMF CURB
-RMrM
LL. z
LL•
STEEL ANGLE ALL
ROT STRUCTURE
AROUND AND BOLT
SECURELY TO ROOF
AND CURB.
TYPICAL REFRIGERANT PIPING ROOF
PENETRATION DETAIL
NOT TO SCALE
DUCTWORK
MITERED ELBOW WITH
DOUBLEWVALL TURNING
VANES da FRAME
MITTERED ELBOW
NOT TO SCALE
OPPOSED BLADE W1
DUCT �/ LOCKO DAMPER
QUAD ON EXTERIOR
r -- SLEEVE OF DUCT
OPPOSED BLADE DAMPER
DETAIL NOT TO SCALE
MAi4 DUCT
BRANCH DUCT TAKE -OFF DETAIL
NOT TO SCALE
SECURE WITH PLASi1C
STRAP TO INSULATION
ADJUST THIS
DIMENSION IN FIELD
AS REQUIRED STRAP
REFRIGERANT LIQUR LINE
---REFRIGEMr SUCTION LINE1NSULATwN
END VIEW
ADJUST THIS
DIMENSION IN HELD
AS REQUIRED Ir
RMIGERANT UQUR LINE
REMOERAT SUCTION LINE
INsU1,AnoN SADDLE
SUPPORT
SIDE MEW SADDLE
11- NOTEStOVIDE ISOLATION BETWEEN DISSIMILAR METALS.
2- PROVIDE SADDLE PROTECTION AT EACH SUPPORT
TYPICAL REFRIGERANT PIPING HANGER DETAIL
NOT TO SCALE
sr�mpi
IRUCt1eaC
REFRIGERANT LINE SUPPORT DETAIL
NOT TO SCALE
SURFACE MOUNTED
CHANNEL ANCHORED
THROUGH THE BACK
OF THE CHANNEL
UNISTRUT CHANNEL
ON EACH FLOOR.
O \--PIPE CLAMP
16 GA. SHEET METAL
SADDLE F05 INSULATED
PIPES; 1/4 THICK
�•" NEOPRENE SLEEVE FOR
UNINSULATED PIPES.
REFRIGERANT PIPE RISER SUPPORT DETAIL
NOT TO SCALE
'!k-"'-R--EM0
AaG.IF, J4- DRO REMOS R.A.
rC_jtCtS
Alejandro Ramos R.A. 0011702
-18501 Pines Blvd., Suite 107
PwIiUroke Pines Ft- 33029
'el: (954) 44£ 7122:
Fax:(9F4) 44-7190'
e-malt: remosbiag@aol.com
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
State of Florida CA No. 8188
J. Eduardo Gor¢81ez P.E.
-717 Ponce de Le6n Blvd., Suite 335
Coral Gables FL 33134
Tel: (305) 445 5100
Fax: (305) 446 W"
e-mail: eddygonlgbellsouth net
M.E.P. ENG.:
INGEMEL SA LLC.
ENGINEERING COMPANY
STATE OF FLORIDA CA No. 9113
Pedro Arles P.E. 63813
PaVicis Morales P.E. 8381E
-20871 Johnson Street, Suite 115
Pembroke Pines FL 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 7216
e-mail: pedroa(Wngemel.000m
pmorWespingemel.com
CIVIL ENG.:
Consulting Engineering
& Science, Inc.
Nelson H. Ortlz P.E. 57856
-10700 North Kendall Drive Sulte 400
Miaml FL 33178
Tel: (305) 378 5555
Fax(305) 279 45W
e-ma4: noNz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
Sena McClurs RLA 6686895
-%0 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax:(954) 467188E
e-mail: mlagroupinc(g�yahoo.com
SEAL:
4 if
P. E. 63818
REVISIONS:
Copyright
Sheet Title
MECHANICAL
PLAN so DETAILS
Sheet NumberM=6
SOMERSET SOUTH MiAMI
Project No:
USCB-1
Modei File:
Drawn b
A.R.
Approved by:
P.M.M
Date:
09/08/08
Scale:
As Shown