08-1384-001CONDENSING UNIT
6" MIN.
FASTEN C.U. TO
ANCHORED 2 X 4
PRESSURE TREATED
WOOD SUPPORTS —
CONCRETE BASE W/
6X6 -10/10 WWF —
6" MIN.--j
CONDENSING DETAIL
N.T.S.
I
I
wl
5.65"
J1
H
WI
Q_I
Of I
0_
i
i
HR 33
.........................
ZONE 4
53.20
57.90 PSF
I
TANKLESS I
W/H
p
Q
-4 I
H R 1/2 32
(2) 1/8" STAINLESS STEEL
CABLE TIE —DOWN WIRE TO
WITHSTAND HURRICANE WINDS
(TYPICAL.) SECURE CABLE TO
CONCRETE PAD USING ANCHOR
BOLTS.
POWER do CONTROL
CONNECTIONS
6" MIN.
4" MIN.
- LIQUID LINE W/O INSULATION
SUCTION LINE W/ 1 -112"
ARMAFLEX INSULATION do VAPOR
BARRIER
6040HR
..............................:
ZONE 4
+51.40
56.00 PSF
11' -7"
5' -10" 5' -9"
4"0 26 GA I
LL
a
00
UNIT NUMBER
AHU -2
M 0
SUPPLY CF M/ / A CFM
353
SENSIBLE CAPACITY, BTU /HR.
—
SMOOTH SURFACE I
—
I
12,000
_.- _1.111 ................._.. W._.....— ...._....,....._,.
HEATER CAPACITY (K.W.)
3.9
HEATER CAPACITY (BTU /HR)
AIR TEMP. CONDENSER
95 F
...............................
DRYER EXHAUST
80/67
COND. M.C.A.
12
COND. MAX. FUSE
15
VOLTAGE, PHASE
23OV/10
CONDENSING UNIT MODEL
PUZ-- A24NHA
THRU WALL W /CAP
PCA —A24GA
MANUFACTURER
MITSUBISHI
UNIT TYPE
SPLIT, DX
SEER OR EER
13.4 SEER
REFRIGERANT TYPE
R -41 OA
.........................- ............................................................................................. ............ .................................-
AHU DIMENSIONS (HxWxD)
_...............................
12 "x31 "x9"
11 _._ _..11.........-_ .......... 1.11_____.. _...._ ................._
COND UNIT DIMENSIONS (HxWxD)
1111. _. _.___................_..._...
22 "x32 "x12"
.......... . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SUCTION LINE
. ........ . . . . . . . . . . . . . . . 11111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3/8"
............ LIQUID ........................... LINE ..................... ...............................
1 /4"
6'-
10' ---1
I
-
36" x 80"
S.C. DOOR
ZONE 5
+52.30
FISF.
—68.10
EXHAUST FAN BROAN 100
CFMJ
MODEL -688 0 120V/1 PH
W /BACKDRAFT DAMPER
W /4 "O X 25 GA. M TL.
DUCT THROUGH OVERHANG
W /BIRD SCREEN
FLOOR
PL
SCALE: 1/4" = l'- 0"
A/C SCHEDULE
LL
a
UNIT NUMBER
AHU -2
M 0
SUPPLY CF M/ / A CFM
353
SENSIBLE CAPACITY, BTU /HR.
—
LATENT CAPACITY, BTU /HR.
—
TOTAL CAPACITY, BTU /HR.
12,000
_.- _1.111 ................._.. W._.....— ...._....,....._,.
HEATER CAPACITY (K.W.)
3.9
HEATER CAPACITY (BTU /HR)
AIR TEMP. CONDENSER
95 F
...............................
..........................................................................................................................................................................
AIR TEMP. ENT. EVAP., DB /WB
80/67
COND. M.C.A.
12
COND. MAX. FUSE
15
VOLTAGE, PHASE
23OV/10
CONDENSING UNIT MODEL
PUZ-- A24NHA
A.H.U. MODEL
PCA —A24GA
MANUFACTURER
MITSUBISHI
UNIT TYPE
SPLIT, DX
SEER OR EER
13.4 SEER
REFRIGERANT TYPE
R -41 OA
.........................- ............................................................................................. ............ .................................-
AHU DIMENSIONS (HxWxD)
_...............................
12 "x31 "x9"
11 _._ _..11.........-_ .......... 1.11_____.. _...._ ................._
COND UNIT DIMENSIONS (HxWxD)
1111. _. _.___................_..._...
22 "x32 "x12"
.......... . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SUCTION LINE
. ........ . . . . . . . . . . . . . . . 11111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3/8"
............ LIQUID ........................... LINE ..................... ...............................
1 /4"
R4409.13.5 TERMITE PROTECTION
ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRECONSTRUCTION SOIL TREATMENT FO R PROTECTION AGAINST
SUBTERRANEAN TERMITES.
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS
THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY
THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
SOIL STATEMENT:
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND /OR ROCK).
PRIOR TO THE INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR
NEW BUILDINGS, STRUCTURES OR ADDITIONS THE BUILDING OFFICIAL
SHALL BE PROVIDED WITH A STATEMENT FROM AN ARCHITECT OR
ENGINEER TO CERTIFY THE PRESUMTIVE SOIL BEARING CAPACITY.
R4404.4.3.1 SOIL COMPACTION
FILL SUPPORTING CONCRETE SLAB SHALL BE COMPACTED UNDER THE
SUPERVISION OF SPECIAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF
MAXIMUM DRY DENSITY AS DETERMINED BY COMPACTION TEST FOR ALL
LAYERS & 98 PERCENT FOR FOOTING.
CHAPTER 9 B -53: RADON RESISTANCE
PROVIDE 6 MIL.VAPOR BARRIER AT CONCRETE SLAB TO COMPLY WITH
CHAPTER 9 B -53
Ull — EXHAUST DUCT TO
EXHAUST FAN (26GA.
SCREENED 24" GALV. SHEET METAL
VENT.
TOILET EXHAUST TO
OVERHANG SCREEN
N.T.S.
INTRUSION & BURGLARY SECURITY NOTE:
ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, LATCH BOLT
BY KNOB; LATCH BOLT DEAD - LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE
WITH
PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED.
CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION.
MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT
KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE
PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN. THRUST AND OF
HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WITH
HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2" PAIR OF HINGES WITH
NON - EXPOSED SCREWS AND NON - REMOVABLE PINS BY SET SCREW W BARREL. MAIN ENTRANCE
DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION
ANGLE OF OUTSIDE WHEN DOOR CLOSED.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS.
GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF
DOOR SHALL COMPLY WITH A.N.S.I.297.1.
INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH
BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING.
EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY
AMERICAN NATIONAL STANDARDS, INSTITUTE'S STANDARD 297. SLIDING GLASS DOOR CON-
STRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN -LOCK
POSITION. ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE -ENTRY RESISTANCE
AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS.
ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A
LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE
DIRECTION, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW
FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED
FROM THE OUTSIDE.
OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED
AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO
OPPOSITE POINTS A MIN. 54".
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES
AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS.
ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY
ARCHITECT BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY.
2. CONTRACTOR SHALL FURNISH AN6k'SiJLELf RESPOfVSISLE�OR
ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS
AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE
FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE
PROVIDED FOR RESPECTIVE TRADES.' HE SHALL-BE RESPONSIBLE FOR
LOCATION AND DETAILS.
4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL
REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL
COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL
REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS
5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED
GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY
FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL
FLOOD CRITERIA OR ANY OTHER GOVERNING BODY.
6. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING, BY
CERTIFIED MAIL UPON COMMENCEMENT PROJECT.
PLEASE NOTE - IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS.
ix
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MIAMI•DADE COUNTY HEALTH DEPARTMENT
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MIAMI•DADE COUNTY HEALTH DEPARTMENT
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