DRAWINGS15-4"
MASONRY WALL
/EXIST.
AN EXIT
1/2" DRYWALL OVER 1X2 PT
FURRING OVER MAS. WALL
A COMPLIANT
.. AFF
BAY 8
"B" OCCUPANCY
EXIST
THRU 1
SINK
TANKLESS WH
m�
DETAIL OF UNDER SINK
MTD. TANKLESS WH
NO DOORS OR WINDOWS ARE BEING ELIMINATED,
OR RELOCATED AS PART OF TENANT IMPROVEMENT
AND TENANT SEPARATION WALLS WILL NOT BE
LOCATED WI , H N GLAZED D OPENINGS
00 NOT SUSPENO ANYTHING FROM ROOF DECK
I
EXISTIN3 1 HR RATED
I
4" STUD WALL
I I W/ 5/8" TYPE X DW EACH SIDE
I I` FROM FL OR TO ROOF DECK
I I i REF. # 4P 1070
OR WP 1 00 ( WITHOUT INSULATION)
COVERED WALKWAY
E-1
------------------------------------------------------
BAY-9
938 sf
SERVICE SINK
LAV
TANKLESS
'%,TYP. SHUT OFF
VALVE
N
IN
HOT WATER RISER
4" MTL. EXHAUST
1/2" DRYWALL
OVER 1X2 PT-
EXISTING
MASONRY WALL NrAN
- - - - - - -
V
FURRING OVER
MAS.
WALL
w�
V `V
WIRE SERVES
TRIP
01
03
05
O7.18°.368
09
11
13
15
17
19
EXISTING METAL
B f7f
72 4
1.4 ,18
.18
STUD
W `
N
I
1
I
40/2
10
WALLS W/ 1/2"
12
OW E.S.
LIGHTING
12 WINDOWOUTLET20/1
20/1
LIGHTING
12
20/1
LIGHTING
12
VENILLA
0211111
OCEAN PALM
20/1
SIGN
600 N. FEDERAL HWY
20/1
METER R
OM
METER ROOM
TTff
1
3—
3
I
JOEL SIDNEY SCHULTZ, ARCHITECT
LIC NO. AR0006707
DATE:
E
DRAWN BY:
'
,
,�
I
I
I
I I
i I
1 2.35
1
I
A-1
CE
X
3
`
I
GF
,
"►10
A-2
,
- -
❑
W
I I
I
PROVIDE A
C
NV.OUTL
MASONRY WALL
�`
=
I
UNIT
SIGN AT 6
I
��
I
,
I
1
� I
I
, I
I
I ,
I
I
,
I
H I
; I
I
,
I
I
I
I
I
I I rHr
�
I I
,
I
I
1 . 1
.r I
L
I
I
I
I
�
,y
,
'
I
,
I
I
1
I
1
I
\
,
,
I
'
2"
"°
3
0
6/ 8 I I
1
I
/
I
I
1
d
,
,
I
1
I
€
I
NEW PARTITION 1 I
/
I
,
'
I
,
I
,
I
I FINIISHED
j
,
I
I
I
I
1 I
I
I
I
1
,
,
,
I
1
1
1
I I
I
,
,
,
I
I I
3
1
1
I
%
'-
,
r - - - - - - - - -
I
,
1
I
I
6
I
I
I
,
,
,
I
I
I
EXISTING 1 HR
RATED
I
I
I
i
4" STUD WALL
,
A
W/ 5/8" TYPE X
DW EACH SIDE
I
I
-A
�
FROM FLOOR TO
ROOF DECK
�
i
,
c r- - - - - - - - - - - -�
1
,
REF. # WP 1070
OR WP 1200 (WITHOUT
INSULATION)
I
I
,
I
1 I
0
10
i
I
"B"B OCCUPANCY
w
L=
o
I
ij I
o
Z
I
,
C:)
i
1. 1
I
O
DIRECTION
ji ';;�7---�7OF EGRESS
I
1
3
a
C-0
r If 36" ACCESS
;
z
ISLE
I
H
Lu
Lu
,
,
LD
I
I I
i; ,
)
I
Lb
z
1 I''
Cn
X
Lu
,
I
I 1'
I
t ,
I
,
,
X
u.J
1/2" DRYWALL OVER 1X2 PT
FURRING OVER MAS. WALL
A COMPLIANT
.. AFF
BAY 8
"B" OCCUPANCY
EXIST
THRU 1
SINK
TANKLESS WH
m�
DETAIL OF UNDER SINK
MTD. TANKLESS WH
NO DOORS OR WINDOWS ARE BEING ELIMINATED,
OR RELOCATED AS PART OF TENANT IMPROVEMENT
AND TENANT SEPARATION WALLS WILL NOT BE
LOCATED WI , H N GLAZED D OPENINGS
00 NOT SUSPENO ANYTHING FROM ROOF DECK
I
EXISTIN3 1 HR RATED
I
4" STUD WALL
I I W/ 5/8" TYPE X DW EACH SIDE
I I` FROM FL OR TO ROOF DECK
I I i REF. # 4P 1070
OR WP 1 00 ( WITHOUT INSULATION)
COVERED WALKWAY
E-1
------------------------------------------------------
BAY-9
938 sf
SERVICE SINK
LAV
TANKLESS
'%,TYP. SHUT OFF
VALVE
N
IN
HOT WATER RISER
4" MTL. EXHAUST
4 WIRE
TALL
EXISTING
MASONRY WALL NrAN
IT
V `V
WIRE SERVES
TRIP
01
03
05
O7.18°.368
09
11
13
15
17
19
A QJ
.72 4
1,2
B f7f
72 4
1.4 ,18
.18
C Ql
,55
1.8
02
04
06
08
10
12
14
16
18
20
TRIP
1
12 OUTLETS 20/1
40/2
10
12 OUTLETS 20/1
12
20/1
LIGHTING
12 WINDOWOUTLET20/1
20/1
LIGHTING
12
20/1
LIGHTING
12
VENILLA
BOX
OCEAN PALM
20/1
SIGN
600 N. FEDERAL HWY
20/1
METER R
OM
20/1
TANKLESS WH GFI
I x
p
I
I
I
JOEL SIDNEY SCHULTZ, ARCHITECT
LIC NO. AR0006707
DATE:
E
DRAWN BY:
'
,
SCALE:
I
I
I
MASONRY WALL
1 2.35
TOTAL
A-1
CE
ANG HGT.8
S
3
I
I
I
GF
,
"►10
,
- -
I1
,
R\OF TO
C
NV.OUTL
RC\OF TOR
AX
UNIT
I
EXISTING
I
,
� I
I
, I
I
I ,
I
I
,
6 Ilk"
I
,
I
I
I
I
�
,
I
,
I
I
I
I
�
,y
,
'
I
,
I
I
1
I
1
I
\
,
,
I
'
2"
BAR JOISTS
I
1
/
I
I
1
d
,
,
I
1
I
€
I
/
,
'
I
,
I
,
I
j
,
I
I
I
I
I
1
,
,
,
I
1
1
1
,
,
,
I
1
I
%
I
,
1
I
I
6
I
,
,
,
I
I
/
I
I
I
i
,
A
8�
I
I
-A
�
�
i
I
I
,
SHOW WINDOW OUTLET OVER WINDOW
COVERED WALKWAY
PANEL A
120/208 VOLTS, 3 PHASE'.
4 WIRE
EXISTING
PANEL
WIRE SERVES
TRIP
01
03
05
O7.18°.368
09
11
13
15
17
19
A QJ
.72 4
1,2
B f7f
72 4
1.4 ,18
.18
C Ql
,55
1.8
02
04
06
08
10
12
14
16
18
20
TRIP
SERVES
12 OUTLETS 20/1
40/2
ACU
12 OUTLETS 20/1
12
20/1
LIGHTING
12 WINDOWOUTLET20/1
20/1
LIGHTING
12
20/1
LIGHTING
12
VENILLA
BOX
OCEAN PALM
20/1
SIGN
600 N. FEDERAL HWY
20/1
LAV OUTLET GFI
a.
x
20/1
TANKLESS WH GFI
I x
p
JOEL SIDNEY SCHULTZ, ARCHITECT
LIC NO. AR0006707
DATE:
03-28-15
DRAWN BY:
J.S.S
SCALE:
6.47
1 6.53
1 2.35
TOTAL
A-1
OTAL CONN. LOAD 15.35 KVAI 42.63 AMPS CONNECTED LOAD
ET
e
12
ILLUMINATED EXIT/EMERG. LIGHT ON BATTERY PACK'
WIRED TO LIGHTING CIRCUIT AHEAD OF SWITCHES
D ILLUMINATED EMERGENCY LIGHT ON BATTERY PACK
(1V WIRED TO LIGHTING CIRCUIT AHEAD OF SWITCHES
® E. F. EXHAUST FAN W/ 4" GALV. PIPE THRU SIDE WALL
STANDARD REFLECTOR SERIES SUSPENDED
2 TUBE (F32T8) FLUORESCENT FIXTURE
LAMP WATTAGE 28 W
FIXTURE WATTAGE 49 W 120 VOLT
46" LONG, 12" WIDE. 4" HIGH
SUSPEND FIXTURES 10' FROM FLOOR
FIXTURES SHALL BE SUSPENDED FROM BAR JOISTS
USING UNISTRUT METAL FRAMING BETWEEN JOISTS
c� MANUAL LIGHTING CONTROL SWITCH
IY OCCUPANCY SENSOR LIGHTING CONTROL SWITCH
$OS OR OPTIONAL TIMER CONTROLED LIGHT SWITCH
0 115 VOLT CONVENIENCE OUTLET
LIGHTING ALLOWANCE PER F.E.C.:
938 SF X 0.9 W/SF = 844 W FOR OFFICE
PROVIDED
15 FIXTURES AT 49 W EACH = 735 WATTS
LOAD CALCULATION
GENERAL LITES AT 3.5W/SF X 938 = 3283.5 W
LIGHTING ADDITIONAL 125% = 624.4W
AHU 8KW 8000W
EMERG & EXIT 36OW
HOT WATER 1800W
SIGN 120OW
TOTAL 15467.9/360 = 42.97 AMPS
,
EXIT AND EMERGENCY LIGHTS ON LIGHTIM0,, C
AHEAD OF SWITCHES lira.APLI
DESIGN CRITERIA
• BASED ON FLORIDA BUILDING CODE 2014 5TH EDITION,
TO INCLUDE ALL ACCOMPANYING 2014 5TH EDITION CODES
)I( FLORIDA EXISTING BUILDING CODE 2014 5TH EDITION
• NATIONAL ELECTRIC CODE 2011 EDITION
DIE ALTERATION LEVEL 2
• OCCUPANCY CLASSIFICATION "B"
ORDINARY HAZARD IN ACCORDANCE WITH NFPA 101 38.1.5
• CONSTRUCTION TYPE Vb
• NUMBER OF STORIES: 1
NOT FIRE SPRINKLED
FORMERLY B OR M OCCUPANCY
I Structural
EiM1J3r`fl
i
Fife ,._.
Poiice-
-
BUSINESS OCCUPANCY LOAD processl;dbr.
817 SF G 100SF/OCC = 8
MAXIMUM TRAVEL DISTANCE 20OLF q ti , n r
MAXIMUM COMMON TRAVEL DISTANCE 100 FT .ir,
vnlw
1 EXIT REQUIRED UNDER 49 OCC.�
ACTUAL MAX. TRAVEL DISTANCE 66'
EXIT DOOR WIDTH REQUIREMENTS
8 X .2 = 1.6 FT ACTUAL 3'
� �riill�■ �111111�_
a
ALL FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF C
REVISIONS
LL IDEAS DESIGNS ARRANGEMENTS AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING
RE OWNED AND COPYWRITED BY, AND THE
PROPERTY OF THIS OFFICE AND WERE CREATED,
VOLVED AND DEVELOPED FOR USE ON, AND
N. CONNECTION WITH, THE SPECIFIED PROJECT
NE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS
R PLANS SHALL BE USED BY OR DISCLOSED
D ANY PERSON, FIRM OR ENTITY FOR ANY
URPOSE WHATSOEVER WITHOUT WRITTEN
ERMISSION OF JOEL S. SCHULTZ ARCHITECT
ITTEN DIMENSIONS SHALL HAVE PRECEDENCE
ER SCALED DIMENSIONS. CONTRACTOR SHALL
ERIFY AND BE RESPONSIBLE FOR THE
ERIFICATION OF ACTUAL JOB CONDITIONS,
ND SHALL REPORT DISCREPANCIES TO
HE ARCHITECT PRIOR TO COMMENCEMENT
F CONSTRUCTION.
COPYRIGHT 2015
n e
iOchuE!
z
a r c h i 1 e c
-ARCHITECTURE-
13072 ISABELLA TERRACE
DELRAY BEACH FLORIDA
33446
PH 954-895-2034
VENILLA
BOX
OCEAN PALM
PLAZA
UNIT 9
600 N. FEDERAL HWY
BOYNTON BEACH
FLORIDA
a.
x
I x
p
JOEL SIDNEY SCHULTZ, ARCHITECT
LIC NO. AR0006707
DATE:
03-28-15
DRAWN BY:
J.S.S
SCALE:
AS NOTED
PROJECT NO.
SHEET NO.
TOTAL
A-1
Fire Rated Through Penetration Firestop for Single
Plastic Pipe through Gypsum Walls
using TREMstop IA.
F -Rating = 2 Hr.
T -Rating = 2 Hr.
Kq
UL/cUL System No. WL 2159
Pre -Rated Gypsum Wallboard/Stud Wall Assembly
Plastic Pipe - Nom 2" diem. (or smaller) Sch. 40 PVC pipe for use in closed or open
piping systems. The annular space range for 1-1/2" pipe is min. 1/4" to
max. 5/8", and for 2" pipe the annular space range is min. 11/16" to Max. 15/16".
TREMstop IA - Min. 1" thickness of sealant applied within opening. Additional sealant
to be installed such that a min. 3/8" crown is formed around the
penetrating item.
NEW 4" THICK CONC SLAB
ON 6 MIL POLY VAPOR BARRIER
W/ 6X6 W1.4 X W1.4 WWM
DWELS AT 24" C/C
5" INTO EXIST SLAB
S L A B REPAIR D E I A I L NOT TO SCAL
48" MAX HGT OF
DISPENSER OUTLE
36" REAR GRAB Bi
42" SIDE GRAB BC
Q
C
ELEVATION A
INSULATE ALL EXPOSED PLUMBING
FIRE CAULK
DRYWALL MEE
5/8" TYPE �
3-1/2" METt
OPTIONAL Bt
MIRROR
INSULATE EXPOSED PIPE
EXISTING 1 -HR RATED FIRE WALL
PATCH ALL HOLES AND BRAKES
IN FIRE RATED DRYWALL
IN ACCORDANCE WITH GA -225-08
1. SQUARE OFF DAMAGED AREA
2. INSERT BACKING DRYWALL AND MECHANICALLY
APPLY TYPE 5/8" X GYPSUM BOARD PATCH
3. TAPE AND SPACKLE REPAIRED AREA
DAMAGED AREAS THAT EXCEED 100 SI SHALL BE REMOVED
BACK TO FRAMING MATERIAL SO THAT NEW MATERIAL
CAN BE ATTACHED DIRECTLY TO THE FRAMING MATERIAL
ALL PATCH MATERIAL SHALL BE 5/8" TYPE X
ALL PENETRATION IN FIRE WALL SHALL BE SEALED
WITH APPROVED FIRE CAULKING AS REQUIRED BY UL AND
AND INSTALLED PER MANUFACTURES RECOMMENDATION
I X @
j C ,C, (0 E
E E E E
r N M
N
/
6" MAX TOE CLEARANCE
8" MIN KNEE CLEARANCE
17" MIN DEPTH
ALL SINK CLEARANCES
TOILET ROOM NOTES:
1 - ALL FIXTURES, CONTROLS, BARS, ETC.
SHALL COMPLY W/ FLORIDA ACCESSIBILITY
CODES SECTION 4.16 THRU 4.26.
2- ALL DISPENSING OUTLETS SHALL BE AT
MAX 48" ABOVE FIN. FLOOR
3 - ALL TOILET ROOM FLOORS TO BE NON SLIP
4 - FLUSH LEVER SHALL BE ON SINK SIDE
OF WATER CLOSET
5 - PROVIDE 3/4" PLYWOOD BACKING
FOR GRAB BARS AND ACCESSORIES
6 - FLOOR AND BASE TO BE IMPERVIOUS
SEE SINK CLEARANCE
DETAIL ABOVE
42" 12"
J
U
1-1/2" GRAB BAR
E
a 0
J E
L.I N 36" MAX
Y 0 F
(h H LL TP TP
N O 2
O 1-
t m M
�1
SECTION TOILET PAPER DISP.
TENANT SEPARA
SECTION X=X
GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING
AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
BEGINNING WORK. SHOULD ANY CONDITION ARISE WHERE THE
INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE IS
DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD
CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY
FOR CLARIFICATION.
2. THE STARTING OF ANY WORK SHALL BE CONSIDERED AS PRIMA
FACIA EVIDENCE THAT HE WAS INSPECTEO AND ACCEPTEO ALL
CONDITIONS INVOLVED IN HIS WORK AND FINDS THEM
SATISFACTORY.
3. DIMENSIONS TAKE PRECEDENCE. DIMENSIONS ARE TYPICALLY'
TO COLUMN CENTER LINES. 4" STUD W/ DRYWALL WIDTH
FACE OF CONCRETE OR MASONRY. OR AS NOTED
ON PLANS.
4. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONARY
MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES
FROM DAMAGE THROUGHOUT CONSTRUCTION.
5. THE GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A
CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION
PERIOD, REMOVING ALL TRASH FROM THE JOB SITE DAILY. ALL
CONSTRUCTION DEBRIS MUST BE CONTAINED WITHIN THE TENANTS
SPACE AND SHALL REMOVE SUCH DEBRIS AND CLEAN THE SPACE UPON
COMPLETION. TEMPORARY TRASH STORAGE AND REMOVAL SHALL BE AT
THE CONTRACTORS EXPENSE AND SHALL BE CONTAINED IN AN
APPROVED TRASH CONTAINER LOCATED WHERE REQUIRED BY THE
LANDLORD.
6. ALL DOORS SHALL BE OPENABLE IN THE DIRECTION OF EGRESS WITHOUT
THE USE OF A KEY. TOOL OR SPECIAL KNOWLEDGE.
7. NO FASTENING DEVICES TO UNDERSIDE OF DECK WILL BE
PERMITTED. ALL SUSPENSION FASTENING DEVICES SHALL BE
SUSPENDED FROM STRUCTURE (JOISTS) WITH PROPER ANCHORAGE.
8. SOLID WOOD BACKING SHALL BE PROVIDED FOR ALL WALL MOUNTED
SHELVING,DRINKING FOUNTAN AND BATHROOM GRAB BARS.
S. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED
ELECTRICAL CONTRACTOR.
10.INTERIOR FINISHES SHALL HAVE A MIN. FLAME SPREAD RATING OF CLASS "C"
11. THE CONTRACTOR SHALL PROVIDE DURING CONSTRUCTION. A
PORTABLE FIRE EXTINGUISHER AS REQUIRED BY LOCAL CODES.
12. CONTRACTOR SHALL REPAIR ALL DAMAGED DRYWALL CAUSED BY THIS REMODELING
13. ANY WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PROTECTED FROM
CONTACT WITH FELT PAPER OR BE PRESSURE TREATED.
1.5X6 1B GA MTL STUDS
AT 24" C/C
CLAD WITH MICA OR WOOD VENNER
2X6 TOP PL- DRAWER
DESK (0
M
TRACK TOP AND BOT N
ANCHOR LOWER TRAC
IN CONC. 3/4" PAF
AT 24" C/C
SECTION X—X THRU RECEPTION COUNTER
SCALE 1/2" 1'-0"
30" 24"
highest
reach
point
X
to P
E
P
i
SIDE REACH
MAXIMUM SIDE REACH OVER OBSTRUCTION
(2) 2X4 CONT. TOP PL
2X4 DRAFT STOP AT CLG.
2X4 DRAFT STOP EVERY 8'
2X4 WOOD STUDS P 24" C/C
W/ 1/2" DRYWALL ES
ANCHOR 2X4 PT SOLE PL TO
SLAB W/ 3" X 1/4" TAPCONS
AT 24" C/C
3. 7/16"
N
--I
N
BRUSHED ALUM.
FINISH
LEVER HANDLE PROFILA
1. DOOR TO BE 1-3/8" SOLID FLUSH MASONITE
2. ALL DOOR HARDWARE SHALL BE LEVER ACTION. SEE PROFILE
3. ALL DOORS SHALL BE OPENABLE FROM THE INSIDE OR IN
THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY
TOOLS OR SPECIAL KNOWLEDGE OR EFFORT.
4. ALL DOORS SHALL HAVE 32" MIN. CLEAR WIDTH WHEN OPEN
REVISIONS
I
L IDEAS DESIGNS ARRANGEMENTS AND PLANS
DICATED OR REPRESENTED BY THIS DRAWING
E OWNED AND COPYWRITED BY, AND THE
OPERTY OF THIS OFFICE AND WERE CREATED,
OLVED AND DEVELOPED FOR USE ON, AND
, CONNECTION WITH, THE SPECIFIED PROJECT
NE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS
PLANS SHALL BE USED BY OR DISCLOSED
ANY PERSON, FIRM OR ENTITY FOR ANY
RPOSE WHATSOEVER WITHOUT WRITTEN
RMISSION OF JOEL S. SCHULTZ ARCHITECT
ITTEN DIMENSIONS SHALL HAVE PRECEDENCE
ER SCALED DIMENSIONS. CONTRACTOR SHALL
RIFY AND BE RESPONSIBLE FOR THE
RIFICATION OF ACTUAL JOB CONDITIONS,
D SHALL REPORT DISCREPANCIES TO
E ARCHITECT PRIOR TO COMMENCEMENT
CONSTRUCTION.
OPYRIGHT 2015
id
na
.� rf z
architect
-ARCHITECTURE-
13072 ISABELLA TERRACE
DELRAY BEACH FLORIDA
33446
PH 954-895-2034
VENILLA
BOX
AT
OCEAN PALM
PLAZA
UNIT 9
600 N. FEDERAL HWY
BOYNTON BEACH
FLORIDA
P
i IA P
JOEL SIDNEY SCHULTZ, ARCHITECT
LIC NO. AR0006707
DATE:
03-28-16
DRAWN BY:
J.S.S
SCALE:
AS NOTED
PROJECT NO.
SHEET N0. TOTAL
A-2
1-1/2" 26 GA GALV STRAP
NAIL OR SCREW TO TRUSS
SUPPORT EVERY 5 FT (MAX)
TAPE TAB COLLAR TO DUCT BOARD
DUCT WITH FOIL TAPE. SECURE INNER
SLEEVE TO TAB COLLAR WITH "PANDUIT'
STRAP AND FOIL TAPE. TAPE OUTER
INSULATED SLEEVE TO DUCT BOARD
WITH FOIL TAPE AND MASTIC.
TAPE TAB COLLAR TO DUCT BOARD
DUCT WITH FOIL TAPE. SECURE INNER
SLEEVE TO TAB COLLAR WITH "PANDUIT'
STRAP AND FOIL TAPE. TAPE OUTER
INSULATED SLEEVE TO DUCT BOARD
WITH FOIL TAPE AND MASTIC.
BETWEEN DUCT
& STRAP
CEILING
PLENUM OR
SUPPY AIR DUCT
TYPICAL FLEX DUCT SUPPORT DETAILS
SCALE: NTS
NOTE
HANG DUCT PER SMACNA STANDARDS
TYPICAL CHANNEL AND WIRE
HANGER DETAIL
TYPICAL DUCT SUPPORT DETAILS
SCALE: NTS
AIR CONDITIONING SYMBOLS
YES
NO
--®--
i
SUPPLY DIFFUSER
�I
vi
RETURN DIFFUSER
TOTAL BTUH:
SMOKE DAMPERS
EXHAUST FAN
26,000
®
PROG. THERMOSTAT
HEAT:
6-
MANUAL VOLUME DAMPER
1,200
(((
TURNING VANES
SMOKE CONTROL
REFRIGERANT LINE
BATH EXHAUST
------------
CONDENSATE LINE
CALCULATIONS:
HVAC DESIGN REQUIRES:
YES
NO
DUCT SMOKE DETECTOR
RTU MODEL:
�I
FIRE DAMPERS
10.0
TOTAL BTUH:
SMOKE DAMPERS
SENSIBLE BTUH:
26,000
FIRE RATED ENCLOSURE
10,000
HEAT:
FIRE RATED ROOF/FLOOR
CEILING ASSEMBLY
CFM:
1,200
FIlZE STOPPING
84 CFM
SMOKE CONTROL
EXISTING A/C EQUIPMENT
EXISTING MAKE & TYPE:
NO TAG - RTU
EXISTING UNIT#:
UNIT #9
RTU MODEL:
3.0 -TON (CONTRACTOR TO VERIFY)
SEER:
10.0
TOTAL BTUH:
36,000
SENSIBLE BTUH:
26,000
LATENT BTUH:
10,000
HEAT:
5 kW
CFM:
1,200
DUCT SIZING AND DESIGN ARE IN ACCORDANCE
TO FMC 603.2 UTILIZING THE TRANE AIR DUCT CALULATOR AT 0.1
SP FOR S/A AND APPROX. 0.05 SP FOR R/A.
SCOPE OF WORK:
1. EXISTING ROOFTOP PACKAGE UNIT TO REMAIN (A/C
CONTRACTOR TO VERIFY SIZE)
2. ENSURE CONDENSATE DRAIN LINE TERMINATES TO
PERMEABLE SOIL 12" FROM STRUCTURE
3. INSTALL PROGRAMMABLE THERMOSTAT
4. INSTALL SUPPLY DUCT AND GRILLES AS SHOWN. RETURN AIR
IS AN OPEN RETURN
5. INSTALL NEW EXHAUST DUCT THRU BACK WALL
MECHANICAL NOTES:
DUCTING, PIPING, GRILLES & OTHER HVAC ITEMS SUCH AS
EXHAUST FANS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN
THE FIELD TO ACCOMMODATE FIELD CONDITIONS
DUCTWORK SHALL HAVE MINIMUM OF R-6 INSULATION
(PRESCRIPTIVE R-8) EXCEPTION: DUCTS OR PORTIONS THEREOF
LOCATED COMPLETELY INSIDE THE BUILDING THERMAL
ENVELOPE (SUCH AS, BETWEEN FLOORS OF CONDITIONED
SPACES) MAY BE R-4.2 (FEC R403.2.1, EXCEPTION)
DUCT SYSTEMS SERVING HEATING, COOLING AND VENTILATION
EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROVISIONS OF THIS SECTION AND ACCA MANUAL D OR OTHER
APPROVED METHODS (2014-FBCR M1601.1 DUCT DESIGN)
DUCT SUPPORTS (2014-FBCR M1601.4.3) NONMETALLIC DUCTS
SHALL BE SUPPORTED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTION
ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS
HVAC SYSTEMS WILL UTILIZE THERMOSTATIC SET BACK
CONTROLS USING A TIME CLOCK OR PROGRAMMABLE CONTROL
SYSTEM TO AUTOMATICALLY SHUT DOWN COOLING & HEATING
_.SYSTEMS (FEC C403.2.4.3)
ALL HORIZONTAL PRIMARY CONDENSATE DRAINS WITHIN
UNCONDITIONED AREAS SHALL BE INSULATED (FMC 307.2.5)
FOR PVC DRAIN LINES ON ROOF TOP: MOUNT PVC CONDENSATE
DRAIN TO BRICKS (OR PAVERS) WITH GALV METAL STRAP. PIPE
STANDS MAY BE USED INSTEAD. SECURE TO ROOF DECK WITH
ROOF ADHESIVE OR OTHER APPROVED METHOD. SPACE
SUPPORTS EVERY 4 FEET MAXIMUM
ROOFTOP PACKAGE UNITS MUST BE 10 FEET MINIMUM FROM
ROOF EDGE OR SAFETY GUARDS MUST BE PROVIDED (SEE FBC-M
304.11 GUARDS)
AC UNIT OUTSIDE AIR CALCULATIONS
ROOFTOP PACKAGE UNIT
FRESH AIR REQUIREMENTS FOR OFFICE SPACE
TOTAL OFFICE SPACE: 942 SF
TOTAL OCCUPIABLE FLOOR SPACE: 894 SF
NUMBER OF PEOPLE: 5 PEOPLE / 1,000 SF = 894 / 1,000 x 5 = 4
FRESH AIR CALCULATION: 4 PEOPLE x 5 CFM / PERSON + 942 SF
x 0.06 CFM / SF = 54 CFM
FRESH AIR REQUIRED: 77 CFM
OPEN O.A. DAMPER 7%
FRESH AIR SUPPLIED: 84 CFM
FRESH AIR DAMPERS THAT AUTOMATICALLY SHUT WHEN
THE SPACES SERVED ARE NOT IN USE ARE REQUIRED AS PER
FBC 503.2.5.3
AIR BALANCE SCHEDULE
EQUIPMENT
INTAKE O.D. AIR
EXHAUST AIR
RTU
84 CFM
BATH EXHAUST
50 CFM
CALCULATIONS:
TOTAL OUTSIDE AIR (INTAKE): 72 CFM
TOTAL EXAUST AIR: 50 CFM
+84 CFM - 50 CFM = 34 CFM
BUILDING PRESSURE: POSITIVE
EXIST 4"
THRU W)
REVISIONS
Q2/9/16 AS BUILT
IDEAS DESIGNS ARRANGEMENTS AND PLANS
:CATED OR REPRESENTED BY THIS DRAWING
OWNED AND COPYWRITED BY, AND THE
PERTY OF THIS OFFICE AND WERE CREATED,
(LVED AND DEVELOPED FOR USE ON, AND
CONNECTION WITH, THE SPECIFIED PROJECT.
E OF SUCH IDEAS, DESIGNS, ARRANGEMENTS
PLANS SHALL BE USED BY OR DISCLOSED
ANY PERSON, FIRM OR ENTITY FOR ANY
POSE WHATSOEVER WITHOUT WRITTEN
MISSION OF JOEL S. SCHULTZ ARCHITECT
TTEN DIMENSIONS SHALL HAVE PRECEDENCE
:R SCALED DIMENSIONS. CONTRACTOR SHALL
tIFY AND BE RESPONSIBLE FOR THE
OFICATION OF ACTUAL JOB CONDITIONS,
SHALL REPORT DISCREPANCIES TO
ARCHITECT PRIOR TO COMMENCEMENT
CONSTRUCTION.
2015
Ad
e�
ne
c h u, t
architect
-ARCHITECTURE-
13072 ISABELLA TERRACE
DELRAY B334 6 FLORIDA
PH 954-895-2034
VANILLA
BOX
AT
OCEAN PALM
PLAZA
UNIT 9
1600 N. FEDERAL HWY,
BOYNTON BEACH
FLORIDA
e,
A
JOEL SI`ENCAROOD�70HITECT
ICO 7
DATES
DRAWN BY,
J.S.S
SCALE:
AS NOTED
PROJECT NO.
SHEET NO. TOTAL
M-1