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Structural:Jeff Harless, P.E.MSKTD & Associates 260.432.9337 Mechanical & Plumbing:Chris Bien, P.E.MSKTD & Associates 260.432.9337Electrical:Mike Iott, P.E.MSKTD & Associates 260.432.9337 Owners Rep & Contact Garry Hewes Hewes Concrete 260.459.0900
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COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
12/24/2012 9:37:23 AM
T1.06019.0110.26.12Title Sheet
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2
Revisions:Date:By:
Civil
Details
C1.1
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
%WNXGTVÄ4KRTCR&GVCKN
5KNV(GPEG&GVCKN
JA
M
E
S
R
.
SCHMIDT
3
Retaining
Wall
Detail
Guardrail
Detail
4
20'20'%QPETGVG9CUJQWV&GVCKN
*
Please
see
accompanied
Aqua-Swirl
specification
notes.
*
See
Site
Plan
for
actual
system
orientation.
**
Orientation
may
vary
from
90°,
180°,
or
custom
angles
to
meet
site
conditions.
Backfill
shall
extend
at
least
18
inches
[457
mm]
outward
from
Swirl
Concentrator
and
for
the
full
height
of
the
Swirl
Concentrator
(including
riser)
extending
laterally
to
undisturbed
soils.
(See
MH
Detail
Below)
PipecouplingbyContractor.12"longStub-outbyManufacturer.
Phone
(888)
344-9044
www.aquashieldinc.com Vent
Arched
Baffle
Slide
riser
over
top
ring
and
bolt
in
4
places
Riser
68.0000"
104.0000"Swirl
Inlet
Swirl
Outlet
Bedding
Undisturbed
Soil
Backfill
6.0000"
18.0000"
Section
A-A
PlanView 72"72"Inlet12.0000"PCSMax 12.0000"PCSMax OutletAVentArchedBaffleOctagonalBasePlate A 60"ØPipecouplingbyContractor.12"longStub-outbyManufacturer.Grade
(Rim)
30.0000"
Rim
elevations
to
match
finished
grade.
PCS
risers
should
NOT
be
field
cut
by
Contractor.
ManholeFrame
and
CoverbyManufacturer.
(See
Details)
5.0000"
MH
Frame
Varies
Varies90°**3.6000CoverFrame1"[25mm]ThickExpansionJointMaterial30"[762mm]Riser #4[13mm]Rebar@6"[152mm]EachWay11.200.40003,000psi[20MPa](min)ConcreteManholeFrame&CoverDetailForTrafficLoadingAreasNTSIftrafficloading(H-20)isrequiredoranticipated,
a
4-foot
[1.22
m]
diameter,14-inch[356mm]thickreinforcedconcrete
pad
must
be
placedovertheStormwaterTreatmentSystemRiser
to
support
and
levelthemanholeframe,asshown.Thetopofriser
pipe
must
be
wrappedwithcompressibleexpansionjointmaterial
to
a
minimum
1-inch[25mm]thicknesstoallowtransferofwheel
loads
from
manholecovertoconcreteslab.Manholecovershall
bear
on
concrete
slabandnotonriserpipe.Theconcreteslabshall
have
a
minimum
strengthof3,000psi[20MPa]andbereinforcedwith
#4
[13
mm]
reinforcingsteelasshown.Minimumcoveroverreinforcing
steel
shall
be1-inch[25mm].Topofmanholecoverandconcrete
slab
shall
be
levelwithfinishgrade.Backfill(90%ProctorDensity)38.4000#SWCÄ5YKTN/QFGN#5Ä
Sterler Holdings LLC
(KDGT4QNN&GVCKN
NOTE:ALLGRATESMUSTBESTAMPED"NODUMPING,DRAINSTOWATERWAY"WITHAFISHLOGO&STATE:
Proposed
Building
F.F.E.
=
889.5'
SWPPPC1.2
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
JA
M
E
S
R
.
SCHMIDT
6GORQTCT[%QPUVTWEVKQP'PVTCPEG
4"
18"
(min.)
8"
18"
(MIN.)
12"
to
18"
36"
(MAX.)
&TQR+PNGV2TQVGEVKQP
Sterler Holdings LLC
SWPPP
2GTXKQWU2CXKPI2TQVGEVKQP
2
OZ
FILTER
FABRIC
#53
STONE
OVER
FILTER
FABRIC
PERVIOUS
PAVING
STONE
BASE
COURSE
OVER
FILTER
FABRIC,
SEE
12/C4.1
FILTER
FABRIC,
SEE
12/C4.1
REMOVE
4"
OF
#53'S
&
ITS
FILTER
FABRIC
BEFORE
PAVING
Proposed
Building
F.F.E.
=
889.5'
Grading
&
Utility
Site
PlanC2.1
Grading
&
Utility
Site
Plan
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
%NCUU(Ä2KRG$GFFKPI
%NCUU$Ä2KRG$GFFKPI
H = 12"
&QYPURQWV#FCRVGTU;CTF&TCKPWATERMAINEXISTING9CVGT6CR&GVCKN
4796 Northwestern Drive
Zionsville, IN 46077
Sterler Holdings LLC
6TGPEJ&TCKP&GVCKN
JA
M
E
S
R
.
SCHMIDT
Diversion
Structure
1
NOTE:ALLGRATESMUSTBESTAMPED"NODUMPING,DRAINSTOWATERWAY"WITHAFISHLOGO&STATE:
NOTE:
ALL
GRATES
MUST
BE
STAMPED
"NO
DUMPING,
DRAINS
TO
WATERWAY"
WITH
A
FISH
LOGO
&
STATE:
Sewer
Details
C2.2
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
JA
M
E
S
R
.
SCHMIDT
Sterler Holdings LLC
AND
BE
CONSTRUCTED
IN
ACCORDANCE
WITH
SMOOTH
AND
BRUSH
FINISHED.
STRUCTURES
ARE
TO
BE
GROUTED
FULLY,
TROWELED
GENERAL
CONSTRUCTION
REQUIREMENTS
SHALL
BE
A
MINIMUM
OF
12"
THE
BASE
SHALL
BE
PLACED
ON
COMPACTED
#2
STONE
6"
MINIMUM
ALL
CONCRETE
SHALL
BE
4000
PSI
NEENAH
FRAME
AND
GRATE
UNLESS
R-2502
TYPE
G
FOR
STORM
M.H.
UNLESS
NOTED
OTHER
THE
INSIDE
WALL
DISTANCE
BETWEEN
OPENINGS
Typ.
ALL
PIPES
SHALL
HAVE
A
SMOOTH
FINISH
ALL
MANHOLE
JOINTS
SHALL
BE
WATERTIGHT
AND
ASTM
SPEC.
C-443-(CURRENT).
OTHERWISE
NOTED
ON
PLANS:
NOTE:
2'-0"Ø
9"
TYP.
PRE-CAST
M.H.
SECTION
STEPS
4'Ø,
UNLESS
5'Ø
24" MAX.
MANHOLE
CAP
AND
OR
CONE
IN
ALIGNMENT
AND
FLUSH
WITH
MANHOLE
STACKS
AND
STEPS
STEPS
FULL
HEIGHT
STANDARD
M.H.
CASTING
12"
COMPRESSIBLE
SEALANT
RING
PREFORMED
HOLE
TO
MAX.
OF
PIPE
O.D.+6"
WITH
NON
-SHRINK
CEMENT
GROUT
CONC.
BASE
16"
3"
WINDOW
DRILLED
OR
PRE-CAST
#4
@
12"
O.C.
REINFORCING
STEEL
PER
ASTM
SPEC.
C-478
(CURRENT)
6"
CONC.
ADJUSTMENT
RINGS
A
MAX.
OF
12"
(IF
NEEDED)
2'-0"
DIA.
3"
MAX.
3"
MAX.
RUBBER
JOINT
ASTMC-923-(CURRENT)
ORAPPROVED
EQUAL.
Standard
Manhole
-
Type
I
NOTE:
ALL
GRATES
MUST
BE
STAMPED
WITH
A
FISH
LOGO
&STATE
"NO
DUMPING,
DRAINS
TO
WATERWAY"
SPECIFIED
FOR
STR.
NO.
2,
3
&
4
O-RING
GASKET
NON-
ASPHALTIC
MASTIC
OR
BUTYLRUBBER
SEAL
AT
JOINTS.
Proposed
Building
F.F.E.
=
889.5'
Developed
Site
PlanC4.1
Developed
Site
Plan
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
%WTDHCEG9CNM#URJCNV2CXKPI%QPETGVG5KFGYCNM%QPETGVG2CXKPI%QPVTCEVKQP,QKPV'ZRCPUKQP,QKPV
6TCPUHQTOGT2CF
2CXGOGPV/CTMKPIU
*CPFKECR5KIPCIG
$QNNCTF&GVCKN
8NOTUSED
2GTXKQWU#URJ2CXKPI
JA
M
E
S
R
.
SCHMIDT
Sterler Holdings LLC
10"2"1'-3"3"HMABITUMINOUSPERVIOUSASPHALTCOURSES,SEESPEC'S.#8STONEVARIES10"TO11"OFWASHED#2STONE(ASSHOWN)COMPACTEDSUBGRADE6"PERF.DUALWALLP.E.PIPE(HANCOREHI-Q)INWASHED#8STONEASSHOWN.1"2OZ.WEIGHTFILTERFABRIC.BOTTOM&SIDESOFPERVIOUSPAVINGSTONE
Proposed
Building
F.F.E.
=
889.5'
Landscape
Site
PlanC4.2
Landscape
Site
Plan
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
Plant
Schedule
6TGCVGF9QQF(GPEG&GVCKN
$QNNCTF&GVCKN
Total
Impervious
Area
:
28,987.71±
sq.ft.
(66.46%)
Total
of
0.83
Acres
Disturbed
Sterler Holdings LLC
Civil
Details
C4.3
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
JA
M
E
S
R
.
SCHMIDT
Sterler Holdings LLC
City
of
Carmel
Concrete
Curb
PolicyC4.4
6019
10-26-12
The
concepts,
ideas,
designs,
plans
and
details
as
shown
on
this
document
are
the
sole
property
of
MSTKD
&
Associates,
Inc.,
and
were
created,
developed
and
presented
for
use
on
this
specific
project.
None
of
the
concepts,
ideas,
designs,
plans
and
details
shall
be
used
by
any
person,
firm
or
corporation
for
any
purpose
whatsoever,
without
the
expressed
written
consent
of
MSKTD
&
Associates,
Inc.
The
Owner
shall
be
permitted
to
retain
copies
for
information
and
reference
in
connection
with
this
project.
ARCHITECTURE
ENGINEERING
INTERIOR
DESIGN
1715
MAGNAVOX
WAY
FORT
WAYNE,
IN
46804
voice
(260)
432-9337
fax
(260)
436-2402
930
NORTH
MERIDIAN
INDIANAPOLIS,
IN
46204
voice
(317)
917-1190
fax
(317)
822-6236
http://www.msktd.com
CERTIFICATION:MSKTD
&
Associates,
Inc.
REVISIONS:
DATE:
BY:
SHEET
TITLE:
COMMISSION
NUMBER:
DATE:
SHEET
NUMBER:
4796 Northwestern Drive
Zionsville, IN 46077
JA
M
E
S
R
.
SCHMIDT
Sterler Holdings LLC
1.GOVERNING BUILDING CODES:
2006 INTERNATIONAL BUILDING CODE, AS ADOPTED BY THE STATE OF INDIANA, 2008.
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ANSI/ASCE, LATEST EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318, LATEST EDITION
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC, LATEST EDITION
2.DESIGN LIVE LOADS:
MEZZANINE:125 PSF
ROOF:30 PSF (W/ ADDITIONAL ALLOWANCES FOR SNOW DRIFT LOADING)
NET UPLIFT = 10 PSF
WIND:BASIC WIND SPEED - 90 MPH (3-SECOND GUST)
WIND EXPOSURE - B
IMPORTANCE FACTOR - 1.0
SEISMIC:BUILDING USE GROUP - I
SITE CLASS - D
IMPORTANCE FACTOR - 1.0
GUARDRAIL SYSTEM:200 LB CONCENTRATED LOAD OR 50 PLF DISTRIBUTED LOAD APPLIED
IN ANY DIRECTION ALONG THE GUARDRAIL.
3.METAL BUILDING:
FOUNDATION DESIGN BASED ON BUILDING REACTIONS PROVIDED BY THE MANUFACTURER.
1.PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURE, THE SITE SHALL BE STRIPPED OF
ALL SURFACE VEGETATION, TOP SOIL, AND ORGANIC MATERIAL; ALL WET, SOFT, LOOSE, FROZEN,
OR OTHERWISE UNDESIRABLE SOIL SHALL BE REMOVED.
2.THE EXPOSED SUBGRADE SHALL THEN BE PROOF-ROLLED WITH A MEDIUM WEIGHT ROLLER OR
OTHER APPROVED EQUIPMENT TO DETERMINE IF ANY POCKETS OF SOFT, COMPRESSIBLE SOILS
EXIST BELOW THE EXPOSED SUBGRADE. WHEREVER SUCH MATERIAL IS ENCOUNTERED, THE
AREA SHALL BE UNDERCUT TO SUITABLE SOILS, AS DIRECTED BY A QUALIFIED SOILS ENGINEER.
3.ALL STRUCTURAL FILL EXTENDING FROM SUITABLE SUBGRADES TO BOTTOM OF FOUNDATIONS OR
FLOOR SLABS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
BY ASTM D1557.
4.IN UNDERCUT AND FILL AREAS, THE STRUCTURAL COMPACTED FILL SHALL EXTEND A MINIMUM OF
1'-0" BEYOND THE EDGE OF THE FOUNDATION AND DOWN TO SUITABLE SUBGRADE ON A
MINIMUM OF 2 VERTICAL TO 1 HORIZONTAL SLOPE. SEE SECTIONS 4 AND 5 ON SHEET S1.1.
5.NON-STRUCTURAL FILL ADJACENT TO THE STRUCTURAL FILL SHALL BE PLACED IN UNISON TO
PROVIDE LATERAL SUPPORT.
6.BACKFILL PLACED AGAINST BOTH FACES OF ANY WALL SHALL BE PLACED SIMULTANEOUSLY.
7.ALL FILL MATERIALS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT, QUALIFIED SOILS
ENGINEER PRIOR TO PLACEMENT.
8.FOOTINGS NOT SUPPORTED BY STRUCTURAL FILL SHALL BEAR ON FIRM, UNDISTURBED MATERIAL.
9.FOUNDATION DESIGN IS BASED ON THE FOLLOWING ASSUMED NET ALLOWABLE SOIL BEARING
PRESSURES:
ISOLATED COLUMN SQUARE FOOTINGS = 1,500 PSF
CONTINUOUS WALL STRIP FOOTINGS = 1,500 PSF
10.A QUALIFIED SOILS ENGINEER SHALL VERIFY THE NET ALLOWABLE PRESSURES STATED ABOVE
AT EACH ISOLATED SQUARE FOOTING LOCATION AND AT INTERVALS NOT TO EXCEED FIFTEEN
(15) FEET AT CONTINUOUS WALL FOOTINGS PRIOR TO THE PLACEMENT OF CONCRETE.
11.IF UNSUITABLE MATERIAL IS FOUND, THE PROPOSED FOOTING SUBGRADE ELEVATION SHALL BE
RE-ESTABLISHED BY LOCALIZED UNDERCUTTING AND USING A SUITABLE FILL OR LEAN
CONCRETE UP TO FOOTING DESIGN BEARING ELEVATION.
12.ALL FILL SHALL BE PLACED IN LAYERS WITH A MAXIMUM LOOSE THICKNESS OF 8" UNLESS
SPECIFICALLY APPROVED BY THE SOILS ENGINEER, TAKING INTO CONSIDERATION THE TYPE OF
MATERIALS AND COMPACTION EQUIPMENT BEING USED. UNDER NO CIRCUMSTANCES SHALL
BULLDOZERS OR SIMILAR TRACKED VEHICLES BE CONSIDERED AS COMPACTION EQUIPMENT.
13.SOIL EXPOSED AT THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHALL BE
PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM FREEZING, RAIN,
OR DISTURBANCE. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATION.
14.FOOTING CONCRETE SHALL BE PLACED THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS
IMPOSSIBLE, STEPS SHALL BE TAKEN TO ADEQUATELY PROTECT THE OPEN EXCAVATIONS.
15.ALL FLOOR SLABS ON GRADE SHALL BE SUPPORTED ON A 6" (MINIMUM THICKNESS)
COMPACTED GRANULAR BASE. ALL FOUNDATION AND UTILITY EXCAVATIONS SHALL BE
BACKFILLED WITH STRUCTURAL FILL, SELECTED, PLACED, AND COMPACTED AS PREVIOUSLY
DESCRIBED.
1.ALL CONCRETE WORK, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE DETAILED OR
SPECIFIED, SHALL BE IN STRICT CONFORMANCE WITH THE FOLLOWING CODES AND STANDARDS:
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, LATEST EDITION.
"RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION," ACI 302,
LATEST EDITION.
"BUILDING REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITION.
"MANUAL OF STANDARD PRACTICE," CONCRETE REINFORCING INSTITUTE, LATEST EDITION.
2.ALL CONCRETE EXPOSED TO WEATHER AND ALL INTERIOR AND EXTERIOR SLABS ON GRADE
SHALL HAVE:
F'c = 4000 PSI AT 28 DAYS, NORMAL WEIGHT CONCRETE, 520 LBS. OF CEMENT PER CU.
YD., MINIMUM.
ALL OTHER CONCRETE, INCLUDING WALLS AND FOOTINGS, SHALL HAVE:
F'c = 3000 PSI AT 28 DAYS, NORMAL WEIGHT CONCRETE, 470 LBS. OF CEMENT PER CU.
YD., MINIMUM.
3.READY MIX CONCRETE SHALL COMPLY WITH ASTM C94 SPECIFICATIONS.
4.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC
SHALL CONFORM TO ASTM A185.
5.NO CALCIUM CHLORIDE SHALL BE INCORPORATED IN THE CONCRETE MIX DESIGN OR USED AS AN
ADMIXTURE; NO CHLORIDES OF ANY TYPE SHALL BE USED AS AN ADMIXTURE FOR THIS PROJECT.
6.ALL REINFORCING STEEL DETAILS SHALL BE IN ACCORDANCE WITH THE ACI "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITION.
7.PROVIDE SHEAR KEYS IN THE TOPS OF WALL FOOTINGS SUPPORTING CONCRETE WALLS AND IN
THE TOPS OF COLUMN FOOTINGS AT CONCRETE WALLS.
8.REINFORCEMENT IN WALLS SHALL BE CONTINUOUS. HORIZONTAL BAR LAP SPLICES SHALL BE
STAGGERED.
9.PROVIDE CORNER BARS AT ALL CONCRETE WALL CORNERS TO BE LAPPED WITH THE HORIZONTAL
BARS. CORNER BARS ARE TO MATCH THE HORIZONTAL BARS IN SIZE, GRADE, AND SPACING.
10.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES,
ANCHOR BOLTS AND ALL OTHER BUILT-IN ITEMS AS REQUIRED BY ALL TRADES BEFORE
CONCRETE IS PLACED.
11.REFER TO THE ARCHITECTURAL DRAWINGS AND THE SPECIFICATIONS FOR THE LOCATION OF
ANCHORS, CHAMFERS, AND OTHER DETAILS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
12.MINIMUM LENGTH OF REINFORCING BAR LAP SPLICES SHALL BE 50 BAR DIAMETERS FOR #6 BARS
AND SMALLER AND 60 BAR DIAMETERS FOR #7 BARS AND LARGER, UNLESS NOTED OTHERWISE.
13.EARTH-CUT FORMS SHALL BE PERMITTED FOR FOUNDATIONS BEARING IN NATURAL SOILS.
14.PROVIDE SHOP/PLACING DRAWINGS FOR APPROVAL FOR ANCHOR BOLTS AND REINFORCING
STEEL; PROVIDE MANUFACTURER'S DATA FOR ADMIXTURES, JOINT MATERIALS, ETC.; PROVIDE
CONCRETE MIX DESIGNS FOR APPROVAL PRIOR TO PLACING ANY CONCRETE (REFER TO THE
SPECIFICATIONS FOR REQUIREMENTS).
15.FOOTINGS SHALL BE CENTERED ON COLUMN PIER CENTERLINES UNLESS SHOWN OTHERWISE.
16.PROVIDE A CONCRETE ENCASED GROUNDING ELECTRODE IN THE FOUNDATION PER THE 2005
INDIANA ELECTRICAL CODE (NEC) ARTICLES 250.50 AND 250.52 (A) (2).
17.CONTROL JOINTS SHALL BE INSTALLED AT 15' O.C., MAX SPACING EACH WAY FOR FLOOR
SLABS ON GRADE, UNLESS SHOWN OTHERWISE.
1.GENERAL: PROVIDE DIMENSIONAL LUMBER OF GRADE INDICATED ACCORDING TO THE ALSC
NATIONAL GRADING RULE (NGR) PROVISIONS OF THE INSPECTION AGENCY INDICATED.
2.INTERIOR/EXTERIOR NON-LOAD BRG. WALLS: PROVIDE FRAMING OF THE FOLLOWING GRADE AND
SPECIES:
A. GRADE: STANDARD, STUD, OR NO. 3
B. SPECIES: SPRUCE-PINE-FIR; NLGA
C. SPECIES: DOUGLAS FIR-LARCH; WCLIB OR WWPA
D. SPECIES: SOUTHERN PINE; SPIB
3.INTERIOR/EXTERIOR LOAD BRG. WALLS: PROVIDE FRAMING OF THE FOLLOWING GRADE AND
SPECIES:
A. GRADE: NO. 2
B. SPECIES: DOUGLAS FIR-LARCH; (NORTH); NLGA
C. SPECIES: DOUGLAS FIR-LARCH; WCLIB OR WWPA
D. SPECIES: SOUTHERN PINE; SPIB
E. SPECIES: SPRUCE-PINE-FIR; NLGA
4.LINTELS, JOISTS, BEAMS, COLUMNS, OR OTHER LOAD BEARING FRAMING: PROVIDE THE
FOLLOWING GRADE AND SPECIES:
A. GRADE: NO. 1
B. SPECIES: DOUGLAS FIR-LARCH; WCLIB OR WWPA
C. SPECIES: SOUTHERN PINE; SPIB
1'
-
0"
3"
PROJ.
HEAVY HEX NUT
TACK WELD
2'-0"
2'-0"
ELEV.= 100'-0"
TOP/FLOOR SLAB
ELEV.= 99'-4"
TOP/WALL
#4 DWLS. @ 1'-0" O.C.
2" RIGID INSULATION
COMPACTED DRAINAGE FILL
INTERIOR CONCRETE
FLOOR SLAB
FOUNDATION WALL
(SEE SECTIONS)
EXTERIOR
WALK
OR DRIVE
COMPACTED DRAINAGE
FILL
PROOF
ROLLED
SUBGRADE
CONCRETE FLOOR SLAB
VAPOR
BARRIER
W.W.F.
SAW CUT 1/4 SLAB DEPTH
.
4"
4"
1/8"
EXCAVATION
LIMIT
2
SUITABLE BEARING MATERIAL
COMPACTED ENGINEERED
FILL MATERIAL
1
CONCRETE FOUNDATION
CL
TYP.
1' - 0"
SEE SCHEDULE
BOTTOM OF FOOTING
FIELD
VERIFY
2000 PSI
SUITABLE BEARING MATERIAL
CONCRETE FOUNDATION
LEAN CONCRETE MIX
EXCAVATION
LIMIT
CL
FIELD
VERIFY
SEE SCHEDULE
BOTTOM/FOOTING
TYP.
1' - 0"
1'
-
4"
3"
PROJ.
HEAVY HEX NUT
TACK WELD
#5 @ 1'-0" O.C.
TOP & BOTTOM
2' - 5"1' - 2"2' - 5"
ELEV.=VARIES, SEE ARCH.
TOP OF WALL
6' - 0"
1'
-
0"
ELEV.=96'--0"
BOTTOM OF FOOTING
3"
CLR.
FINISH GRADE
#5 DOWEL @ 1'-0" O.C.
#5 HORIZ. @ 1'-0" O.C.
EACH FACE
#5 VERTICAL @ 1'-0" O.C.
EACH FACE
(6) #5 CONT.
3" CLR.
CLR.
1 1/2"
1.ALL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN STRICT CONFORMANCE
WITH THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION AS AMENDED.
2.ALL WELDING SHALL BE IN CONFORMANCE WITH THE AWS STRUCTURAL WELDING CODE AWS D1.1,
LATEST REVISION USING E70 ELECTRODES. ALL WELDING SHALL BE PERFORMED BY CERTIFIED
WELDERS.
3.ALL WIDE FLANGE (W) SHAPES SHALL CONFORM TO ASTM A992. ALL M, S,HP,C AND MC
SHAPES SHALL CONFORM TO ASTM A36 OR ASTM A572 GR.50. ANGLES AND PLATES SHALL
CONFORM TO ASTM A36 OR ASTM A572 GR.50.
4.ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B OR C.
5.ALL STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B.
6 ALL STRUCTURAL BEAM TO BEAM CONNECTIONS SHALL BE MADE WITH ASTM A325, TYPE N, HIGH
STRENGTH 3/4" DIA. BOLTS, MINIMUM, UNLESS REQUIRED OTHERWISE BY DRAWINGS.
7.ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE PRE-TENSIONED. TENSION-CONTROL BOLTS
OR DIRECT TENSION LOAD INDICATOR WASHERS MAY BE USED, INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. TURN-OF-NUT TIGHTENING AND CALIBRATED WRENCH
TIGHTENING MAY ALSO BE USED.
8.ALL FRAMING ANGLE CONNECTIONS SHALL BE AISC STANDARD CONNECTIONS AS DETAILED IN THE
AISC MANUAL, AND SHALL BE SELECTED TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD
CAPACITY OF THE CONNECTED MEMBER, UNLESS GREATER END REACTIONS ARE NOTED ON THE
DRAWINGS. BOLTS SHALL BE DESIGNED AS BEARING-TYPE CONNECTIONS WITH THREADS INCLUDED
IN SHEAR PLANE.
9.CONNECTIONS OF BEAMS OR JOISTS TO CONCRETE WALLS, COLUMNS OR PIERS USING EPOXY ADHESIVE
ANCHORS SHALL USE HIGH STRENGTH RODS, ASTM A193, GRADE B7, OR EQUAL.
INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS AND EPOXY ANCHORS SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL
CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL. WHEN DRILLING
HOLES IN CONCRETE, SPECIAL INSPECTIONS REQUIRED BY GOVERNING CODES SHALL BE PERFORMED
IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. MANUFACTURER'S MINIMUM
EDGE DISTANCE SHALL BE MAINTAINED DURING INSTALLATION. EPOXY ADHESIVE SHALL BE HILTI HIT
HY150 OR APPROVED EQUAL.
10.ALL STRUCTURAL STEEL ELEVATIONS SHOWN ON THE DRAWINGS ARE TO TOP OF STEEL MEMBER,
UNLESS NOTED OTHERWISE.
11.SIMILAR OR SAME CONNECTIONS SHALL BE MADE AS SHOWN ON THE DRAWINGS IN SIMILAR
SITUATIONS.
12.ANY CAMBER EXISTING IN BEAMS SHALL BE TURNED POSITIVE UPWARD.
13.A MINIMUM BEARING OF 6" SHALL BE PROVIDED FOR LOOSE ANGLE LINTELS AND MINIMUM BEARING OF
8" FOR CHANNELS AND BEAMS UNLESS NOTED OTHERWISE.
14.BURNING OF HOLES IN STRUCTURAL STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF
THE STRUCTURAL ENGINEER.
15.ALL STRUCTURAL STEEL SHALL BE PRIME PAINTED WITH FABRICATORS STANDARD PRIMER.
16.CONTRACTOR SHALL PROVIDE TEMPORARY SHORES, GUYS AND BRACING DURING ERECTION TO KEEP
STRUCTURAL STEEL STABLE, PLUMB AND IN ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS AND
DESIGN LOADS. TEMPORARY SUPPORTS AND BRACING SHALL REMAIN IN PLACE UNTIL PERMANENT BUILDING
BRACING SYSTEM IS FULLY INSTALLED.
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/19/2012
9:50:35
AM
S1.1
6019.0110.26.12
Structural Notes &
Typical Details
Sterler
Holdings
LLC
General Notes
Site Preparation
Concrete And Foundations
Dimensional Lumber
1 1/2" = 1'-0"
3/4"Ø Anchor Bolt Detail
3/4" = 1'-0"
Typ. Detail @ Entrances
1" = 1'-0"
Typ. Sawed Control Joint
3/8" = 1'-0"
Typ. Engineered Fill Undercut Section
3/8" = 1'-0"
Typ. Lean Concrete Undercut Section
FOOTING SCHEDULE
MARK SIZE BOTT./FTG. EL.REINF.REMARKS
F1 4'-6"X4'-6"X1'-6"95' - 6"(4) #5 EACH WAYPIER DOWELS TO MATCH PIER VERTICALS
F2 8'-0"X8'-0"X1'-6"95' - 6"(7) #5 EACH WAYPIER DOWELS TO MATCH PIER VERTICALS
F3 4'-6"X4'-6"X1'-6"91' - 6"(4) #5 EACH WAYPIER DOWELS TO MATCH PIER VERTICALS
F4 8'-0"X8'-0"X1'-6"91' - 6"(7) #5 EACH WAYPIER DOWELS TO MATCH PIER VERTICALS
F5 2'-6"X2'-6"X1'-6"96' - 0"(3) #5 EACH WAYPIER DOWELS TO MATCH PIER VERTICALS
PIER SCHEDULE
MARK SIZE T/PIER ELEV.REINF.TIES REMARKS
P1 24"X28"99'-4"(8) #8 #3 @ 12" O.C.SEE PIER P1 DETAIL
P2 16"X16"99'-4"(4) #5 #3 @ 12" O.C.
1 1/2" = 1'-0"
1"Ø Anchor Bolt Detail
3/4" = 1'-0"
Section1
Structural Steel
Revisions:Date:By:
ELEVATION=100'-0"
TOP OF FLOOR SLAB
6" CONCRETE FLOOR SLAB W/
6x6 W2.9xW2.9 W.W.F. OVER 6"
COMP. DRAINAGE FILL AND
VAPOR BARRIER
1
S2.1
1
S2.1
2
S2.1
2
S2.1
2
S2.1
P1
F2
2
S2.1
P1
F2
P1
F2
P1
F2
P1
F1
P1
F1
P1
F3
P1
F4
P1
F2
P1
F2
P1
F2 P1
F1
3
S2.1
3
S2.1
5
S2.1
B/FTG.
EL.=94'-0"
B/FTG.
EL.=94'-0"
B/FTG.
EL.=92'-0"
7
S2.1
7
S2.1
7
S2.1 7
S2.1
2
S2.1
1
S1.1
4' - 0"4' - 0"
4'
-
0"
3
S2.1
3
S2.1
1'
-
0"
1 2 3 4 5 6
AA
JJ
B
D
F
G
E
C
80'
-
0"
13'
-
0"
23'
-
0"
22'
-
0"
22'
-
0"
125' - 0"
25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"
80'
-
0"
20'
-
0"
20'
-
0"
20'
-
0"
20'
-
0"
P2
F5
P2
F5
4
S2.1
1
S1.1
(8) #8 VERTS.
2'
-
4"
10"
2' - 0"
#3 TIES @ 1'-0" O.C.
2" CLR.
2"
CLR.
ELEV.=100'-0"
TOP OF SLAB
ELEV.=96'-0"
BOTTOM OF FOOTING
#4 CONT.
(2) #5 CONT. TOP & BOTT.
1' - 8"
CONC. FLOOR SLAB
6" COMPACTED DRAINAGE FILL
2" RIGID INSULATION
(EXTEND 4'-0" HORIZ.)
#4 DOWEL @ 2'-0" O.C.
ELEV.=99'-4"
TOP OF WALL
8"
#4 VERT. @ 2'-0" O.C.
3"
CLR.
2' - 6"
1/2"Ø ANCHOR
BOLTS @ 4'-0"
ELEV.=100'-0"
TOP OF SLAB
ELEV.=96'-0"
BOTTOM OF FOOTING
#4 CONT.
(2) #5 CONT. TOP & BOTT.
10"
3"
CLR.
CONC. FLOOR SLAB
6" COMPACTED DRAINAGE FILL
2" RIGID INSULATION
(EXTEND 4'-0" HORIZ.)
#4 DOWEL @ 2'-0" O.C.
ELEV.=99'-4"
TOP OF WALL
8"
2' - 6"
SL
ELEV.=100'-0"
TOP OF SLAB
#4 CONT.
#5 @ 1'-0" O.C.
1' - 0"10"
1' - 0" @ 94'-0"
2' - 2"@ 92'-0"
CONC. FLOOR SLAB
6" COMPACTED DRAINAGE FILL
2" RIGID INSULATION
(EXTEND 4'-0" HORIZ.)
#4 DOWEL @ 2'-0" O.C.
ELEV.=99'-4"
TOP OF WALL
8"
2' - 10" @ 94'-0"
4' - 0" @ 92'-0"
1'
-
0"
ELEV.=VARIES (SEE PLAN)
BOTTOM OF FOOTING
4" PERF. DRAIN TILE
W/ FILTER SOCK
3"
CLR.
FINISH GRADE
VARIES
#5 DOWEL @ 1'-0" O.C.
#4 HORIZ. @ 1'-3" O.C.
EACH FACE
#5 VERTICAL @ 1'-0" O.C.
EACH FACE
(4) #5 CONT.
2'-6"
2'-6"
SL
PROJECTION OF
WALL FND. (CONT.
HORIZ. BARS THRU
PIER)
4" PERF. DRAIN
TILE W/ FILTER
SOCK
ELEV.=100'-0"
TOP OF FLOOR SLAB
SEE
SCHEDULE
ELEV.=SEE SCHEDULE
BOTTOM OF FOOTING
3"
CLR.
6" COMPACTED DRAINAGE FILL
2" RIGID INSULATION
(EXTEND 4'-0" HORIZ.)
SEE FTG. SCHEDULE
FOR SIZE AND REINF.
PIER DOWELS
SEE SCHEDULE
ELEV.=99'-4"
TOP OF PIER
8"
METAL BUILDING COLUMN
CONC. FLOOR SLAB
#4 DOWEL @ 1'-0" O.C.
@ PIER
2'-6"
2'-6"
PIER REINF.
SEE SCHEDULE
FINISH GRADE
ELEV.= 98'-0"
(FIELD VERIFY)
TOP OF PIT SLAB
ELEV.= 92'-0"
BOTTOM/FTG.
CONCRETE ANCHOR -
#3 BAR x 0'-5" @ 2'-0" O.C.
L-3x3x1/4
SEE BELOW
9"1' - 0"9"
8"
6"8"6"
1
1/2"
CLR.
6"
8"
1'
-
0"
(3) # 5
REINF. CONC.
SLAB
#4 VERT. @ 12" O.C.
#4 HORIZ. @ 12"
O.C.
#4 @ 12"
O.C.
BOTH
WAYS
2x4 KEYWAY
(TYPICAL)
VERIFY
1'
-
9"
ELEV.= 100'-0"
TOP OF FLOOR SLAB
#4 VERT. @ 12"
O.C. BOTH FACES
#4 DWLS. @ 1'-0"
O.C.
(2) #4 CONT. HORIZ.
BOTH FACES
FIELD VERIFY
SEE BELOW
2'-0"
2'-0"
#4 DWLS. @ 1'-0"
O.C.
(4'-0" LONG)
4" PERF. DRAIN TILE
W/ FILTER SOCK
2' - 0"3"
CLR.
(2) #5 CONT. HORIZ.
ELEV.=99'-0"
BOTTOM OF FTG.
ELEV.=100'-0"
TOP OF SLAB
COMPACTED DRAINAGE FILL
CONC. FLOOR SLAB
4"
8"
#5 @ 1'-0" O.C.
1/2"Ø ANCHOR
BOLTS @ 4'-0"
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/19/2012
9:50:42
AM
S2.1
6019.0110.26.12
Foundation Plan &
Details
Sterler
Holdings
LLC
1/8" = 1'-0"
Foundation Plan
3/4" = 1'-0"
Pier P1 Detail6 3/4" = 1'-0"
Section1
3/4" = 1'-0"
Section2 3/4" = 1'-0"
Section3
3/4" = 1'-0"
Section4
3/4" = 1'-0"
Section5
3/4" = 1'-0"
Section7
Revisions:Date:By:
2
S4.1
1
S4.1
1
S4.1
1
S4.1
1
S4.1
NOTE 3,
TYP.
11 7/8" I-JOIST @ 16" O.C.
MC10X8.4
MC10X8.4
M
C
1
0
X
8
.
4
MC10X8.4
MC10X8.4
MC10X8.4
MC10X8.4
MC10X8.4
MC6X6.5 TYP.
@ 4'-0" O.C.
FASTEN MC10 TO
TOP OF CONC. WALL
W/ 5/8"Ø EXP. ANCHORS
@ 1'-0" O.C.
FASTEN MC10 TO
TOP OF CONC. WALL
W/ 5/8"Ø EXP. ANCHORS
@ 1'-0" O.C.
FASTEN MC10X8.4 TO
FACE OF CONC. WALL
W/ (2) 5/8"Ø EXP. ANCHORS
@ 1'-0" O.C.
DOUBLE
I-JOISTS
AT CANT.
FASTEN MC10 TO
FACE OF CONC. WALL
W/ (2) 5/8"Ø EXP. ANCHORS
5 6
J
B
D
F
I-JOIST @ 16" O.C.
4" BRG. REQ'D.
APA RATED RIM BOARD
2X6 LOAD BRG. WALL W/ (2) 2X6
TOP PLATES CONT.
(2) LAYERS 3/4" SHEATING
ELEV.=110'-0"
TOP OF SHEATHING
I-JOIST @ 16" O.C.
INTERMEDIATE SUPPORT
WEB STIFFENER BY MFG.
2X6 LOAD BRG. WALL W/ (2) 2X6
TOP PLATES CONT.
ELEV.=110'-0"
TOP OF SHEATHING
(2) LAYERS
3/4" SHEATING
1.TOP OF FLOOR JOIST ELEV. = 109'-10 1/2".
2.FLOOR SHEATHING TO BE TWO LAYERS OF 3/4" THICK EXPOSURE 1
GRADE APA RATED SHEATHING. ALTERNATE LAYERS AND FASTEN
WITH "GLUE NAIL" AND 8d NAILS 6" O.C. EDGES AND 12" O.C. AT INTERIOR.
3.LINTELS OVER WINDOWS AND DOORS SHALL BE (3) 2X10 (BUILT-UP). BEAR
ON (3) 2X6 BEARING COLUMN. ATTACH BEARING COLUMN TO FULL HEIGHT
JAMB STUDS.
4.WOOD I-JOISTS ARE SPACED AT 1'-4" O.C. AND SHALL BE RATED FOR 125 PSF
LIVE LOAD AND 16 PSF DEAD LOAD. I-JOIST SUPPLIER SHALL SPECIFY AND
PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION TO INCLUDE
(BUT NOT LIMITED TO) STIFFENERS, LATERAL BRACING, RIM BOARDS, ETC.
5.FASTENING NOT INDICATED SHALL COMPLY WITH TABLE 2304.9.1 "FASTENING
SCHEDULE" IN ICC'S INTERNATIONAL BUILDING CODE.
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/19/2012
9:50:46
AM
S4.1
6019.0110.26.12
Mezzanine Framing
Plan & Details
Sterler
Holdings
LLC
1/8" = 1'-0"
Mezzanine Framing Plan
1" = 1'-0"
Section1
1" = 1'-0"
Section2
Plan Notes:
Revisions:Date:By:
UP REF.DW UP
DN
DN
UP
REF.DW
UP
1/ A4.1
2/
A
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.
1
4/ A4.1
3/
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12
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13
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-
0
"
12
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-
0
"
3'
-
0
"
3'
-
0
"
LOBBY 02 RECEPTION 03 CONFERENCE 04CORRIDOR05OFFICE06RESTROOM07ELEC/IT 08 KITCHEN 09 RESTROOM 10 SALES 11SALES1210"6' - 4"17' - 10"23' - 8"14' - 4"20' - 4"16' - 0"12' - 0"2' - 8"9' - 5"VESTIBULE 01 040302010608 1005
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42" X 10' RACKING
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MAX STORAGE HEIGHT 12'-0"
NOTE: ALL FABRICS ARE
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42" X 10' RACKING
AUDIO, SPEAKER, VIDEO, CAMERAS
SCREENS & CABLING
MAX STORAGE HEIGHT 12'-0"
42
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WORK AREA:TABLE TOOLSOPEN STAGING
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A2.13 F.E. = FIRE EXTINGUISHER, BY OWNER F.E.C. = FIRE EXTINGUISHER CABINET, BY OWNER not used "BY OWNER" ITEMS WILL BE COORDINATED BY THE OWNERS REP.ALL EXTERIOR DOORS, (EXCLUDING DOORS IN ALUMINUM STOREFRONT WALLS)AND INTERIOR WAREHOUSE DOORS ON THE METAL BUILDING WALL ARE BY THE METAL BUILDING MNFR.1 2 3 4 5
5
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COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
12/24/2012 9:30:43 AM
A2.16019.0110.26.12Floor Plans
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Specific Plan Notes 1FILL VOID BEHIND CONCRETE WALL WITH INSULATION AND PROVIDE EXPANSION JOINT COVER BETWEEN CONCRETE AND FACE BRICK TO ACCOMODATE UP TO 2" MOVEMENT.2ALUMINUM CLOSURE AT ENDS OF STOREFRONT BY STOREFRONT MNFR.3PROVIDE PAINTED STEEL GUARDRAIL WITH 4" SPACED VERTICAL PICKETS. TOP OF GUARDRAIL 42" MIN. ABOVE GRADE. ATTACH TO TOP OF CONCRETE RETAINING WALL. SEE CIVIL AND STRUCTURAL DWGS.
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COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
1/4/2013 7:26:19 AM
A4.16019.0110.26.12Exterior Elevations
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COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
12/24/2012 9:31:01 AM
A5.16019.0110.26.12Wall Sections &Details 1/2" = 1'-0"Wall Section1
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2 A5.2 SEE 2/A5.2 FOR MORE INFORMATION VESTIBULE 01
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COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
12/24/2012 9:31:07 AM
A5.26019.0110.26.12Wall Sections 1/2" = 1'-0"Vestibule Section1
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2
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Revisions:Date:By:
OS OS
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56 A
A
J
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1 A5.12A5.1 ALL FIRST FLOOR GYP. BD. CEILINGS ARE ATTACHED TO THE BOTTOM SIDE OF FLOOR FRAMING UNLESS NOTED OTHERWISE.7' - 6"7' - 6"7' - 6"7' - 6"3' - 6"3' - 6"1 A5.22A5.2
4
A5
.
1
BDF
G E C
5
6
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BDF
1.ALIGN ALL CEILING AND BULKHEAD REVEALS, CONTROL OR SEISMIC JOINTS WITH THE ADJACENT REVEAL, CONTROL OR SEISMIC JOINTS IN WALLS INDICATED ON ELEVATIONS.2.ALL CEILING AND BULKHEAD HEIGHTS INDICATED ARE TO FINISHED FACE OF GYPSUM BOARD OR TO THE BOTTOM FACE OF ACOUSTICAL CEILING TILE PAD,UNLESS NOTED OTHERWISE.3.CEILING CONTRACTOR TO PROVIDE ALL CEILING GRID TO SUPPORT HVAC SUPPLY DIFFUSERS AND RETURN GRILLS.4.DEVICES OTHER THAN LIGHTING AND DIFFUSERS ARE SHOW IN APPROXIMATE LOCATIONS, FINAL LOCATION TO BE COORDINATED WITH ALL TRADES AND ARCHITECT.5.AT LOCATIONS WHERE GYPSUM BOARD CEILINGS ARE INDICATED, THE CONTRACTOR HAS THE OPTION TO USE WIID FRAMING OR SUSPENDED GYPSUM BOARD GRID UNLESS OTHERWISE DETAILED. THE CONTRACTOR WILL COORDINATE ANY MODIFICATIONS WITH THE OTHER TRADES ON THE PROJECT.THE CEILING CONTRACTOR'S FINAL MEANS AND METHODS WILL NOT CONFLICT WITH THE WORK OF OTHERS OR THE INTENT OF THESE DOCUMENTS.6.ALL FIRST FLOOR OFFICE AREA CEILINGS ARE GYP BOARD.7.ALL SECOND FLOOR OFFICE AREA CEILINGS ARE 2X2 ACOUSTIC CEILING TILE,IF INDICATED, OR NO CEILING FOR FUTURE AREAS.8.THE DESIGNATION 'CJ' INDICATES GYPSUM BOARD CONTROL JOINTS. WHERE INDICATED PROVIDE USG #093 ZINC CONTROL TYPICAL. INSTALL JOINT THROUGH THE FULL EXTENTS OF ANY GYPSUM CEILING OR BULKHEAD. WHERE THE GYPSUM CEILING COMPONENT MEETS A GYPSUM WALL, EXTEND THE CONTROL JOINT DOWN TO THE FLOOR TYPICAL.9.THE GENERAL CONTRACTOR WILL PROVIDE AND INSTALL ALL SUPPLEMENTAL AND/OR MISCELLANEOUS FRAMING AS REQUIRED BY THEMSELVES OR BY THEIR SUBCONTRACTORS FOR THE INSTALLATION OF THE EQUIPMENT SCHEDULED AND SPECIFIED. NOT ALL OF THE REQUIRED SUPPORT MAY BE DETAILED OR CALLED OUT FOR IN THESE DOCUMENTS. COORDINATE ALL REQUIREMENTS WITH THE SPECIFICATIONS, EQUIPMENT SUPPLIERS AND SUBCONTRACTORS. THERE WILL BE NO CHANGE ORDERS TO THE PROJECT FOR SUPPLEMENTAL SUPPORT WHERE OMISSIONS MAY OCCUR IN THE BIDDING DOCUMENTS.THESE NOTES APPLY TO ALL CONSTRUCTION DRAWINGS AND TO ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING.COMMISSION NUMBERDATE SHEET NUMBERSHEET TITLECERTIFICATIONThe concepts, ideas, designs, plans, and details as shown on this document are the sole property of MSKTD & Associates, Inc., and were created,developed and presented for use on this specific project. None of the concepts, ideas, designs, plans,and details shall be used by any person, firm, or corporation for any purpose whatsoever, without the expressed written consent of MSKTD & Associates,Inc. The Owner shall be permitted to retain copies for information and reference in connection with this project.1715 MAGNAVOX WAY FORT WAYNE, IN 46804 voice 260.432.9337930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 voice 317.917.1190 http://www.msktd.comARCHITECTURE ENGINEERING INTERIOR DESIGN PRELIMINARYNOT FOR CONSTRUCTION 4796 Northwestern Drive Zionsville, IN 46077
12/24/2012 9:31:14 AM
A9.16019.0110.26.12Reflected Ceiling Plans
1
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A9.1 General Ceiling Plan Notes Revisions:Date:By:
UP
REF.
DW
UP
DN
DN
5 6
AA
JJ
B
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1
1
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1 1
1
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5
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13
12
OA UP
WH-1
AHU-1
8"x8"24"x10"
8"ø
CU-1
RG-1
200 CFM
SD-1
210 CFM
SD-1
150 CFM8"ø
8"x8"
8"x8"
16"x10"
14"x10"
12"x8"
RG-1
250 CFM
RG-1
250 CFM
8"ø
SD-1
300 CFM
SD-1
150 CFM
8"ø
EF-1
6"ø
SD-1
70 CFM8"ø
12"x6"
SD-1
50 CFM
8"ø
12"x6"ø8"
SD-1
200 CFM
6"ø
EF-2
T
10"ø
SALES
11
SALES
12
CONFERENCE
04
WAREHOUSE
14
CORRIDOR
05
RESTROOM
10
KITCHEN
09WAREHOUSE
14
LOBBY
02
RECEPTION
03
VESTIBULE
01
OFFICE
06
ELEC/IT
08
RESTROOM
07
RG-2
175 CFM
1 2 3 4 5 6
AA
JJ
B
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E
C
6" EA DN
6" EA UP
TO ROOF
8" SA DN
8" SA DN
8" SA DN
8" SA DN
8" SA DN
8" SA DN
8" SA DN
20x16
SA DN
WH-1
6" EA DN
6" EA UP
TO ROOF
42"x42"
LOUVER W/
MOTORIZED
DAMPER
42"x42"
LOUVER W/
MOTORIZED
DAMPER RG-1
180 CFM
AT FLOOR
RG-1
250 CFM
AT FLOOR
9
9
10
10
1111
8x8 RA DN
NEAR
FLOOR
8
8
4
714
OA DN
M
M 15
15
T
T
GUH-2 GUH-1
EF-3 EF-4
10"ø
3"ø 3"ø
8"ø
8"ø
20"x16"
SD-2
275 CFM
18"x12"
8"ø
14"x12"
14"x10"
10"x10"
8"ø8"ø
SD-3
160 CFM
SD-2
200 CFM
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/24/2012
9:31:26
AM
M2.1
6019.0110.26.12
First and Second
Floor HVAC
Sterler
Holdings
LLC
1/8" = 1'-0"
Partial First Floor HVAC
1/8" = 1'-0"
Second Floor and Warehouse HVAC
*8#%2NCP0QVGU
1 8" SUPPLY UP THROUGH FLOOR. COORDINATE EXACT LOCATION WITH 2ND FLOOR FRAMING. ROUTE DUCT BETWEEN FLOOR JOISTS TO DIFFUSER.
2 20x16 SUPPLY DUCT UP. SEE 2ND FLOOR PLAN FOR CONTINUATION.
3 24x10 RETURN DUCT INTO SOFFIT. BOTTOM ELEVATION OF DUCT TO BE APPROX. 7'-10" A.F.F. TO ALLOW FOR 7'-6" SOFFIT.
4 3" DIA FLUE EXHAUST AND COMBUSTION AIR FOR AIR HANDLING UNIT UP TO CONCENTRIC ROOF VENT. VERIFY SIZE W/ MANUFACTURER AND VENT LENGTHS.
5 8x8 RETURN DUCT UP THROUGH FLOOR. COORDINATE EXACT LOCATION WITH 2ND FLOOR FRAMING.
6 6" DIA EXHAUST DUCT UP THROUGH FLOOR. COORDINATE EXACT LOCATION WITH 2ND FLOOR FRAMING.
7 3" DIA FLUE EXHAUST AND COMBUSTION AIR FOR WATER HEATER TO CONCENTRIC WALL KIT. VERIFY SIZE W/ MANUFACTURER AND VENT LENGTHS. MOUNT VENTS AT APPROX. 17'-6" A.F.F.
8 SUPPLY DUCT SHALL BE MOUNTED AS HIGH AS POSSIBLE, NEAR/TIGHT TO THE UNDERSIDE OF THE ROOF DECK.
9 GAS UNIT HEATER SHALL BE MOUNTED APPROX. 16'-0" A.F.F. CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING AND SUPPORT OF UNIT. PROVIDE 4" COMBUSTION AIR AND 4" FLUE VENT
UP TO ROOF THROUGH CONCENTRIC ROOF KIT.
10 LOUVER TO BE SIMILAR TO RUSKIN ELF6375DX WITH APPROX. 6 SF OF FREE AREA. BOTTOM ELEVATION TO BE APPROX. 14'-3" A.F.F. LOUVER SHALL HAVE MOTORIZED DAMPER THAT OPENS
WHEN RESPECTIVE EXHAUST FAN IS ACTIVATED.
11 EXHAUST FAN SHALL BE MOUNTED APPROX. 16'-0" A.F.F. CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING AND SUPPORT OF EXHAUST FAN.
12 ROUTE REFRIGERANT LINES FROM CONDENSING UNIT TO AHU. SIZE PER MANUFACTURER'S RECOMMENDATIONS.
13 MOUNT RG HIGH ON WALL, APPROX. 8'-0" TO BOTTOM OF GRILLE.
14 10" DIA OUTSIDE AIR INTAKE DUCT TO BE MOUNTED AT APPROX. 17'-0" A.F.F. PROVIDE WALL CAP WITH INSECT SCREEN.
15
Revisions:Date:By:
ACCU AIR COOLED CONDENSING UNIT
A.F.F.ABOVE FINISHED FLOOR
AHU-AIR HANDLER UNIT
ATV AIR TUNING VANE
BDD BACK DRAFT DAMPER
CAL-COMBUSTION AIR LOUVER
CH-CABINET HEATER
EAL-EXHAUST AIR LOUVER
EAT ENTERING AIR TEMPERATURE
EAV-EXHAUST AIR VENTILATOR
EDB ENTERING DRY BULB
EF-EXHAUST FAN
EG-EXHAUST GRILLE
ESP EXTERNAL STATIC PRESSURE
EWB ENTERING WET BULB
FCU FAN COIL UNIT
FD FIRE DAMPER
FTR FINNED TUBE RADIATION
GPM GALLONS PER MINUTE
HP HEAT PUMP
HVAC-HTG, VENT, & AC UNIT
L-LOUVER
LAT LEAVING AIR TEMP
LDB LEAVING DRY BULB
LWB LEAVING WET BULB
MAT MIXED AIR TEMP
MD MANUAL DAMPER
MOD MOTOR OPERATED DAMPER
MUA MAKE-UP AIR UNIT
OAD OUTSIDE AIR DAMPER
OAI OUTSIDE AIR INTAKE
OAL OUTSIDE AIR LOUVER
RAD-RELIEF AIR DAMPER
RAL-RELIEF AIR LOUVER
RHP RADIANT HEATING PANEL
RTU-ROOFTOP UNIT
RV RELIEF VENT
SD SPLITTER DAMPER
SF SUPPLY FAN
SFD SMOKE FIRE DAMPER
TB-TERMINAL BOX
TG-TRANSFER GRILLE
TSP TOTAL STATIC PRESSURE
UH-UNIT HEATER
VAV-VARIABLE AIR VOLUME BOX
NOTE: SOME SYMBOLS MAY NOT BE USED
VAC
A
HWS
HWR
CHWS
CHWR
FP
LPS
LPR
MPSMPR
HPWS
HPWR
D
HG
RS
RL
CWS
CWR
VACUUM PIPING
AIR PIPING
HOT WATER SUPPLY
HOT WATER RETURN
CHILLED WATER SUPPLY
CHILLED WATER RETURN
FIRE PROTECTION PIPING
LOW PRESSURE STEAM SUPPLY
CONDENSATE STEAM RETURN
MED. PRESSURE STEAM SUPPLY
MED. PRESSURE STEAM RETURN
HEAT PUMP WATER SUPPLY
HEAT PUMP WATER RETURN
CONDENSATE DRAIN
REFRIGERANT HOT GAS
REFRIGERANT SUCTION
REFRIGERANT LIQUID
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
T
H
P
S
S
T-
SENSOR
SWITCH
THERMOMETER
THERMOMETER
CONNECT NEW TO EXISTING
HUMIDISTAT
THERMOSTAT
THERMOSTAT W/ GUARD
ASPIRATING THERMOSTAT
T
T
G
A
F SMOKE DETECTOR
VOLUME DAMPER
BACK WATER VALVE
FLEX DUCT
RECTANGULAR DIFFUSER
ROUND DIFFUSER
SLOT DIFFUSER
RETURN GRILLE/DIFFUSER
EXHAUST GRILLE/DIFFUSER
FLOW SETTER
TEMP WELL
METER
CAP LINE
PRESSURE SENSOR
3-WAY CONTROL VALVLE
2-WAY CONTROL VALVE
LINE STRAINER
HORIZONTAL FIRE DAMPER
VERTICAL FIRE DAMPER
CHECK VALVE
BUTTERFLY VALVE
BALL VALVE
GATE VALVE
DOUBLE BACKFLOW PREVENTER
GAS COCK
EQUIP/PIPING TO BE DEMOLISHED
EXISTING EQUIPMENT TO REMAIN
M
ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE, LOCAL, AND NATIONAL CODES.
ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF ZIONSVILLE BUILDING CODES. PROVIDE
TESTS AND ARRANGE INSPECTIONS AS REQUIRED. THE CODE SHALL BE FOLLOWED AT A MINIMUM.
PROVIDE HIGHER GRADES OF MATERIAL AND WORKMANSHIP WHERE REQUIRED.
THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY
THE AUTHORITIES HAVING JURISDICTION.
ALL MATERIALS AND OR EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE.
ANY PRODUCT MANUFACTURER NOT LISTED ON THE DRAWINGS BUT WISHING TO BID MUST BE
SUBMITTED TO ENGINEER FOR APPROVAL NOT LESS THAN 7 DAYS PRIOR TO BID DATE.
HVAC CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS WHICH MAY
HAVE AN EFFECT ON HIS WORK PRIOR TO SUBMISSION OF BID.
SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION PURCHASE AND/OR
INSTALLATION.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DIFFUSER LOCATIONS WITH ARCHITECT'S
REFLECTED CEILING PLANS. DIFFUSER LOCATIONS ON SHOP DRAWINGS ARE SUBJECT TO
APPROVAL BY THE ARCHITECT.
SUBMIT FOR APPROVAL PRODUCT DATA FOR ALL EQUIPMENT LISTED ON THE MECHANICAL
SCHEDULE SHEET, AND FOR DUCT AND PIPE INSULATION, VALVES, FIRE-STOPPING AND FIRE
DAMPERS. SUBMITTALS TO INCLUDE RATED CAPACITIES, FURNISHED SPECIALITIES, WIRING
DIAGRAMS, ACCESSORIES, CERTIFIED FAN-PERFORMANCE CURVES, CERTIFIED PUMP-
PERFORMANCE CURVES, AS PERTAINS TO THAT PIECE OF EQUIPMENT.
DRAWINGS (PLANS, SCHEMATICS, AND DIAGRAMS) INDICATE GENERAL LOCATION AND
ARRANGEMENT OF PIPING, DUCTWORK, AND EQUIPMENT. THE LOCATION AND ARRANGEMENT
TAKE INTO CONSIDERATION PIPE SIZING AND FRICTION LOSS, EXPANSION, AND OTHER DESIGN
PARAMETERS. CLEARANCES ABOVE CEILINGS IN CERTAIN AREAS ARE LIMITED AND MAY
NECESSITATE ALTERNATE DUCTWORK AND/OR PIPING ROUTINGS. WHERE POSSIBLE, PIPING,
DUCTWORK, AND EQUIPMENT SHALL BE INSTALLED AS INDICATED. CHANGES REQUIRED TO
MEET ARCHITECTURAL AND STRUCTURAL CONDITIONS ARE TO BE APPROVED BY THE ENGINEER.
THE DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED TO SHOW ALL DETAILS. THE
CONTRACTOR SHALL SECURE SATISFACTORY INFORMATION BEFORE SUBMITTING THEIR BID
PROPOSAL AND INCLUDE IN THE PROPOSAL A SUM SUFFICIENT TO COVER ALL ITEMS OF LABOR
AND MATERIAL REQUIRED FOR THE COMPLETE INSTALLATION OF THE DEVICES AND SYSTEM
DESCRIBED.
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES PRIOR TO
FABRICATION AND INSTALLATION.
ROOF PENETRATIONS REQUIRE COORDINATION WITH GENERAL CONTRACTOR. APPROVE
PENETRATION, FLASHING MATERIALS, AND CURBS WITH ROOFING CONTRACTOR RESPONSIBLE FOR
ROOF WARRANTY, PRIOR TO INSTALLATION OF PENETRATIONS. M.C. IS RESPONSIBLE FOR ALL
SUPPLEMENTAL STEEL REQUIRED TO SUPPORT EQUIPMENT CURBS.
ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED
IN LOCATIONS INDICATED. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND
RECOGNIZED INDUSTRY PRACTICES TO INSURE THAT PRODUCTS SERVE THEIR INTENDED
FUNCTION.
ALL SHEET METAL DUCTWORK SHALL BE G-60 COATED GALVANIZED STEEL CONFORMING TO
ASTM A653 AND A924 STANDARDS OF GAUGE AND REINFORCEMENT COMPLYING WITH CURRENT
ADDITIONS OF SMACNA STANDARDS. DUCTWORK SHALL BE AIRTIGHT (5% LEAKAGE). ALL
TRANSVERSE JOINTS AND LONGITUDINAL SEAMS SHALL BE SEALED. FABRICATE ELBOWS WITH
CENTERLINE RADIUS EQUAL TO 1.5 TIMES THE DUCT WIDTH IN THE PLANE OF THE TURN; AND
FABRICATE TO INCLUDE FACTORY MANUFACTURED TURNING VANES IN ELBOWS WHERE SHORTER
RADIUS IS NECESSARY. LIMIT ANGULAR TAPERS TO 30 DEGREES AND 20 DEGREES FOR
EXPANDING TAPERS.
MAXIMUM STRAIGHT LENGTH OF FLEX DUCT SHALL BE 4 FEET.
FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS.
TAKE-OFFS SHALL NOT BE PLACED CLOSER THAN 12" FROM THE END OF A TRUNK OR LESS
THAN 24" DOWNSTREAM FROM AN ELBOW.
PROVIDE AND INSTALL DUCT TRANSITIONS TO ALL TERMINAL DEVICES FOR CONNECTIONS TO
EITHER SIDE AS REQUIRED. SEE PLANS FOR DUCT SIZES AND REFER TO TERMINAL UNIT
SCHEDULE FOR RECOMMENDED INLET AND OUTLET SIZE.
MANUAL VOLUME DAMPERS ARE TO BE PROVIDED IN ALL DUCT RUN OUTS FOR SUPPLY
DIFFUSERS, RETURN AND EXHAUST GRILLES. PROVIDE SQUARE-TO-ROUND AND ROUND-TO-
ROUND DUCT TRANSITIONS AT SUPPLY DIFFUSERS AS REQUIRED FOR PROPER CONNECTION.
DUCT LAYOUT IS DIAGRAMATIC IN NATURE. ADJUST TO FIELD CONDITIONS. ADD OFFSETS WHERE
NEEDED. RELOCATE MINOR INTERFERENCES (I.E. SPRINKLER, ELECTRICAL, CONDUIT, SMALLER
HYDRONIC PIPING).
DUCT DIMENSIONS ARE "FREE AREA" AND SHALL NOT BE REDUCED. ALL SUPPLY AIR AND OUTSIDE
AIR DUCT SHALL BE WRAPPED EXTERNALLY WITH 1 1/2" THICK FLEXIBLE FIBERGLASS INSULATION.
EXHAUST DUCT NEED NOT BE INSULATED OR LINED. THIS INSULATION SHALL ACHIEVE A 25/50
FLAME-SPREAD AND SMOKE-DEVELOPED RATING IN ACCORDANCE WITH NFPA 255. THE SMOKE
DEVELOPMENT RATING FOR PIPE INSULATION SHALL NOT EXCEED 150.
INSTALL INSULATION PRODUCTS ON SPECIFIED DUCTWORK, PIPING, AND EQUIPMENT IN
ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH
RECOGNIZED INDUSTRY PRACTICES TO INSURE THAT THE INSULATION SERVES ITS INTENDED
PURPOSE.
MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF NOT
MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH
SECTION 102 (A), IMC (675 IAC 18-1). ANY PLASTIC PIPING, ROUTED IN SUCH LOCATION SHALL
BE COVERED WITH INSULATION AS REQUIRED TO COMPLY WITH ABOVE INDICATED FLAME-SPREAD
AND SMOKE-DEVELOPED RATING.
AIR SMOKE DETECTORS FOR AIR HANDLING UNIT SHUTDOWN AND FOR SMOKE DAMPER CONTROL
WILL BE PROVIDED AS PART OF THE FIRE ALARM SYSTEM. THIS CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING THE DETECTORS AND FOR PREPARING THE DUCTWORK FOR
MOUNTING THE DETECTORS.
ALL BACKDRAFT DAMPERS SHALL BE RUSKIN MODEL CBD4 OR PRE-APPROVED EQUAL.
THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPERATURE CONTROL WIRING,
THERMOSTATS, RELAYS, AND INTERLOCKS ETC. AS REQUIRED.
INSTALL PLASTIC PIPE MARKERS ON ALL PIPING, AND INCLUDE ARROWS TO SHOW NORMAL
DIRECTION OF FLOW.
PROVIDE A VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PIPING SYSTEM.
EXCLUDE CHECK VALVES, VALVES FROM FACTORY-FABRICATED EQUIPMENT UNITS, PLUMBING
FIXTURE FAUCETS, HOSE-BIBS, HVAC TERMINAL DEVICES, AND SIMILAR ROUGH-IN CONNECTIONS
OF END-USE FIXTURES AND UNITS.
ALL ABOVE GRADE CONDENSATE DRAIN PIPING SHALL BE COVERED WITH 1/2" PRE-FORMED
ELASTOMERIC FOAM INSULATION.
ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIAL SHALL BE MADE WITH "EPCO" FITTINGS
TO PREVENT GALVANIC ACTION.
INSTALL CHROME-PLATED PIPE ESCUTCHEONS ON EACH PIPE PENETRATION THROUGH FLOORS,
WALLS, PARTITIONS, AND CEILINGS WHERE PENETRATION IS EXPOSED TO VIEW.
INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS TO SUPPORT PIPING PROPERLY FROM
BUILDING STRUCTURE; COMPLY WITH MSS SP-69. ARRANGE FOR GROUPING OF PARALLEL RUNS
OF HORIZONTAL PIPING TO BE SUPPORTED TOGETHER ON TRAPEZE HANGERS WHERE POSSIBLE.
ALL PIPING HANGER AND SUPPORTS SHALL BE UL OR FM APPROVED.
UNIONS AND VALVES SHALL BE PROVIDED AT CONNECTIONS TO ALL EQUIPMENT.
INSTALL VALVES WHERE REQUIRED FOR PROPER OPERATION OF PIPING AND ISOLATION OF EACH
PIECE OF EQUIPMENT. IN ADDITION INSTALL SECTIONAL VALVES ON EACH BRANCH AND RISER,
CLOSE TO MAIN, AND WHERE BRANCH OR RISER SERVES TWO OR MORE PIECES OF MECHANICAL
EQUIPMENT OR FIXTURES. LOCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE
SUPPORT CAN BE PROVIDED WHEN NECESSARY. INSTALL VALVES WITH STEMS POINTED UP IN
VERTICAL POSITION WHERE POSSIBLE, BUT IN NO CASE WITH STEMS POINTED DOWNWARD FROM
HORIZONTAL PLANE. WHERE INSULATION IS INDICATED, INSTALL EXTENDED STEM VALVES,
ARRANGED IN PROPER MANNER TO RECEIVE INSULATION.
REFRIGERANT PIPING SHALL BE TYPE ACR DRAWN COPPER TUBING WITH WROUGHT COPPER
FITTINGS AND BRAZED JOINTS ABOVE GROUND WITHIN BUILDING. USE TYPE K, ANNEALED TEMPER
COPPER TUBING FOR 2 INCH AND SMALLER WITHOUT JOINTS BELOW GROUND AND WITHIN SLABS.
MECHANICAL FITTINGS (CRIMP OR FLAIR) ARE NOT PERMITTED.
REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 1/2 INCH ELASTOMERIC INSULATION. ANY
INSULATION LOCATED OUTSIDE SHALL BE COVERED WITH 2 COATS OF ULTRAVIOLET RESISTANT
PAINT. HANGING OF PIPING SHALL BE ON NOT MORE THAN 10'-0" CENTERS WITH 3/8" RODS.
ACCEPTABLE MANUFACTURERS FOR AIR GRILLES INCLUDE: CARNES; HART & COOLEY;
KRUEGER INDUSTRIES; PRICE; TITUS; TUTTLE & BAILEY.
ACCEPTABLE MANUFACTURERS FOR CEILING-MOUNTED FANS ARE: CARNES COMPANY HVAC;
COOK, LOREN CO.; GREENHECK FAN CORP.; JENNFAN; PENN VENTILATION CORP.
ACCEPTABLE MANUFACTURERS FOR IN-LINE CENTRIFUGAL FANS ARE: ACME ENGINEERING & MFG.
CORP.; CARNES COMPANY HVAC; COOK, LOREN CO.; GREENHECK FAN CORP.; JENNFAN; PENN
VENTILATION CORP.
ACCEPTABLE MANUFACTURERS FOR GAS-FURNACE, SPLIT-SYSTEM AC UNITS ARE: AMERICAN
STANDARD; BRYANT; CARRIER CORP.; LENNOX INDUSTRIES; RHEEM MFG. CO.; RUDD AIR;
TRANE COMPANY.; YORK INTERNATIONAL CORP.
VOLTAGE FOR ALL EQUIPMENT IS TO BE VERIFIED BY THE MECHANICAL CONTRACTOR. ALL FINAL
POWER (LINE VOLTAGE) WIRING OF ALL EQUIPMENT WILL BE EXECUTED BY THE ELECTRICAL
CONTRACTOR.
ALL THERMOSTATS SHALL BE MOUNTED NEAR DOORS OR CORNERS OF WALLS UNLESS SHOWN
OTHERWISE. ALL THERMOSTATS TO BE MOUNTED AT 48" A.F.F.
ALL HVAC EQUIPMENT SHALL BE SUSPENDED PER MANUFACTURER'S RECOMMENDATIONS.
COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF VIBRATION
CONTROL ON ALL MECHANICAL EQUIPMENT. ADJUST TO ENSURE THAT UNITS HAVE EQUAL
DEFLECTION, DO NOT BOTTOM OUT UNDER LOADING, AND ARE NOT SHORT-CIRCUITED BY OTHER
CONTACTS OR BEARING POINTS.
SPRING VIBRATION ISOLATION SHALL BE PROVIDED FOR ALL SUSPENDED UNITS.
A COMPLETE AIR TEST AND BALANCE SHALL BE PERFORMED IN COMPLETE ACCORDANCE WITH
NEBB OR AABC NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION.
MECHANICAL CONTRACTOR SHALL CHANGE BELTS AND SHEAVES ON AIR HANDLING EQUIPMENT
AS DIRECTED BY BALANCING CONTRACTOR, IF REQUIRED, TO ACHIEVE DESIGN PARAMETERS
WITH NO EXTRA COST TO THE OWNER.
THE CONTRACTOR SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT THE
OWNER IN THE OPERATION AND MAINTENANCE REQUIREMENTS OF THE INSTALLED EQUIPMENT.
THE CONTRACTOR SHALL ASSEMBLE AND SUBMIT THREE COPIES OF PRINTED INSTRUCTIONS,
INCLUDING EQUIPMENT CUTS AND WIRING DIAGRAMS FOR THE OPERATION AND MAINTENANCE OF
EACH ITEM OF INSTALLED EQUIPMENT.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR AFTER DATE OF
ACCEPTANCE AGAINST ALL DEFECTS OF MATERIALS, EQUIPMENT AND WORKMANSHIP.
INSTALL ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER ON OR NEAR EACH
MAJOR ITEM OF MECHANICAL EQUIPMENT.
ROUND TO ROUND
10" AND LARGER
ROUND TO ROUND
8" AND SMALLER
RECTANGULAR TO ROUND
10" AND LARGER
RECTANGULAR TO ROUND
8" AND LESS
RECTANGULAR TO RECTANGULAR
ROUND DUCT
RECTANGULAR DUCTRECTANGULAR DUCT
ROUND DUCT
RECTANGULAR DUCT
45° TAKEOFF
FLEXIBLE DUCT, TURN TO
BE SMOOTH WITH NO KNINKS.
IF SPACE ALLOWS, USE SHEET
METAL ELBOW ON DUCT TO
DROP DOWN, THEN CONTINUE
DOWN WITH FLEXIBLE DUCT.
MAX. LENGTH OF FLEX TO BE 4'-0"
MIN. 1.0 X NECK
DIAMETER
DIFFUSER
ACOUSTICAL CEILING
RIGID DUCT
ACOUSTICAL CEILING DIFFUSER
FLEXIBLE DUCT
RIGID DUCT
4'-0" MAX.
IF BRANCH DUCT IS LARGER
THAN INLET TO DIFFUSER,
PROVIDE TRANSITION AT
THIS POINT
IF BRANCH DUCT IS LARGER
THAN INLET TO DIFFUSER,
PROVIDE TRANSITION AT
THIS POINT
RIGID DUCT ELBOW CENTER
LINE RADIUS = 1.5 NECK DIA.
WALL
STRUCTURAL SUPPORT
AS NEEDED
LOUVER W/ INSECT
SCREEN BY S.M.
CONTRACTOR
1/2" RECESS ON
LOUVER FACE
CAULK W/ SILICONE
CAULKING BY S.M.
CONTRACTOR
WALL
LOW-LEAK TYPE BACKDRAFT
DAMPER INSIDE SHEET METAL
FRAMEWORK SLEEVE BY S.M.
CONTRACTOR
GALVANIZED WIRE FAN GUARD
BY SHEET METAL CONTRACTOR
GUARD SHALL ALLOW HINGED
ACCESS TO FAN MOTOR.
INLET
TRANSITION TO DIMENSION
OF CONNECTING DUCTWORK
EXHAUST FAN
SPRING ISOLATORS
FLEX CONNECTION
G
1"
BALL VALVE
FRESH AIR INTAKE DUCT
SUPPLY & RETURN DUCT UP.
PROVIDE TRANSITION AS SHOWN
FILTER RACK POSITION WITH
TOOL FREE FILTER ACCESS PANEL
ELECTRICAL SUPPLY
DRIP LEG
2 1/2x4" BRICK
VENT
FLEXIBLE CONNECTION
BALANCE DAMPER
FLEXIBLE CONNECTION
COMBUSTION AIR
3/4"
FRONT
D
TRANSITION TO SIZE MARKED
ON DRAWING
OPEN SITE DRAIN FOR CLG. COIL
AND COND. DRAIN FOR HX.
CONDENSATE TRAP
TURNING VANES
REFRIGERANT
SUCTION
REFRIGERANT
LIQUID
1/2" PVC
CASED COOLING
COIL SECTION
VENT
MAINTAIN 24" ABOVE ROOF
SUPPORT (FIELD SUPPLIED)
45 ° ELBOW (FIELD SUPPLIED)
COMBUSTION AIR
COMBUSTION AIR
ROOF BOOT/FLASHING
(FIELD SUPPLIED)
3" x 2" BUSHINGS OR
3" x 2 1/2" BUSHINGS
IF 3" VENT NOT USED
(FIELD SUPPLIED)
VENT
NOTE:
SUPPORT MUST BE FIELD INSTALLED TO SECURE TERMINATION KIT TO STRUCTURE
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/24/2012
9:31:28
AM
M5.1
6019.0110.26.12
Mechanical Notes,
Schedules, and
Details
Sterler
Holdings
LLC
Mechanical Engineering Symbols General Mechanical Specifications:
SPLIT SYSTEM FURNACE SCHEDULE
TAG MFG.MODEL
AIRFLOW
(CFM)
OA
(CFM)
ESP (IN.
W.C.)
SUPPLY
FAN
BHP
HEATING
INPUT
(MBH)AFUE ELEC MCA/MOP
DX COIL
MODEL
TOTAL
COOLING
(BTU/H)
SENS.
COOLING
(BTU/H)
EAT
(DB/WB)REFRIGERANT
COND. UNIT
TAG
COND. UNIT
MODEL
AMBIENT
TEMP (°F)SEER/EER
COND.
ELEC.
COND.
MCA/MOP Notes
AHU-1 YORK YP9C100C20MP12 1,765 240 0.5 1.0 100 97.7 120 / 1 12 / 20 FC64D 53,000 38,700 80 / 67 R-410A CU-1 CZH06011 95 15.5 / 12 208 / 1 34.8 / 60 1,2,3
EXHAUST FAN SCHEDULE
TAG MANUFACTURER MODEL CFM ESP IN. WC ELECTRICAL HP (w)
MOUNTING
STYLE DRIVE NOTES
EF-1 GREENHECK SP-B110 75 0.5 120 / 1 80 CEILING DIRECT 1,2,3,4
EF-2 GREENHECK SP-B110 75 0.5 120 / 1 80 CELING DIRECT 1,2,3,4
EF-2
EF-3 GREENHECK SBS-1L20-4 3,000 0.1 120 / 1 1/4 HP WALL BELT 1,3,4,5
EF-3
EF-4 GREENHECK SBS-1L20-4 3,000 0.1 120 / 1 1/4 HP WALL BELT 1,3,4,5
EF-4
EF-29
GAS UNIT HEATER SCHEDULE
TAG MANUFACTURER MODEL CFM INPUT MBH EFFICIENCY ELECTRICAL NOTES
GUH-1 REZNOR UDAP 961 CFM 75.0 83%115 / 1 1,2,3
GUH-2 REZNOR UDAP 961 CFM 75.0 83%115 / 1 1,2,3
DIFFUSER, GRILLE AND REGISTER SCHEDULE
TAG MANUFACTURERMODEL SIZE (IN)INLET (IN)MATERIAL COLOR PATTERN MOUNTING
RG-1 TITUS 350FL 8x8 8x8 STEEL WHITE DOUBLE
DEFLECTION
SURFACE
RG-2 TITUS 350FL 12x6 12x6 STEEL WHITE DOUBLE
DEFLECTION
SURFACE
SD-1 TITUS 300FL 8x8 8 STEEL WHITE DOUBLE
DEFLECTION
SURFACE
SD-2 TITUS 300FL 12x8 12x8 STEEL WHITE DOUBLE
DEFLECTION
DUCT
SD-3 TITUS TMS 24x24 8 STEEL WHITE LOUVERED LAY-IN
NOTES:
1. PROVIDE ELECTRICAL DISCONNECT.
2. PROVIDE WALL MOUNT THERMOSTAT WITH LOW VOLTAGE WIRING.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING/SUPPORT OF UNIT.
NOTES:
1. ALL DEVICES SHALL INTEGRAL BALANCING DAMPER.
NOTES:
1. PROVIDE ELECTRICAL DISCONNECT.
2. PROVIDE WALL MOUNT THERMOSTAT.
3. PROVIDE FULL SIZE CONDENSATE DRAIN TO ADJACENT FLOOR DRAIN.
NOTES:
1. PROVIDE ELECTRICAL DISCONNECT.
2. PROVIDE DECORATIVE GRILLE.
3. PROVIDE BACKDRAFT DAMPER.
4. FAN SHALL BE OPERABLE BY WALL SWITCH (PROVIDED BY ELECTRICAL).
5. CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING/SUPPORT OF FAN.
Typical Duct Take Off Detail
Diffuser/Duct Connection
Typ. Sidewall Exhaust Fan
Typ. Ceiling Exhaust Fan
Typ. High Efficiency Furnace
Combustion Air and Vent
Revisions:Date:By:
UP
REF.
DW
UP
UP
REF.
DW
UP
4 5 6
AA
JJ
B
D
F
3
P2.1
1" HW
1 1/2" CW
3/4" HWR
BFP-1
TMV-1
CONNECT 1 1/2"
CW TO INCOMING
FROM CIVIL.
SEE CIVIL
DRAWINGS FOR
ADDITIONAL INFO.
1" HW
3/4" HW (140 F)
1 1/2" CW
3/4" HWR
1" G
1" G
2
2
1
1
METER1/2" CW DN
TMV-2
3/4" HW (140 F)
TO TMV-2
3/4"ø
1/2"ø
WC-1H L-2H
FD-1
SH-1H
RESTROOM
07 OFFICE
06
ELEC/IT
08
KITCHEN
09
CORRIDOR
05
RECEPTION
03
LOBBY
02
VESTIBULE
01
CONFERENCE
04
RESTROOM
10
SALES
11
SALES
12
WAREHOUSE
14
PROVIDE SHUT-OFF
VALVES AT EACH
BRANCH TAKE-OFF
AND AT EACH FIXTURE.
1"HW
1"CW
3/4" HWR
1/2"HW UP3/4"CW UP
1
3
4
S-1
OB-1
3/4"CW
1/2"HW
WC-1H L-1H
CO-1
DF-1
ESW-1
FD-1
AHU-1
WH-1FD-1
1 1/4"G UP
GAS METER
GAS FROM
UTILITY
CO-2
5 6
AA
JJ
B
D
F
2" V UP
2" V UP
2" SAN
UP TO
LAV
4" SAN
UP TO
WC
4" SAN
DN IN
WALL
2" V UP
EXTEND 4" SANITARY
APPROX. 5' OUTSIDE
OF BUILDING.
COORDINATE WITH
CIVIL FOR TIE-IN. SEE
CIVIL DRAWINGS FOR
ADDITIONAL INFO.
4
2" V UP
FD-1 WH-1
CO-2CO-1
DF-1
FD-1
ESW-1
WC-1H
L-1H
2"V UP
S-1
OB-1
L-2HWC-1H
SH-1H
FD-1
OFFICE
06
RESTROOM
07
ELEC/IT
08
CORRIDOR
05
KITCHEN
09 RECEPTION
03
LOBBY
02
VESTIBULE
01
CONFERENCE
04
SALES
11
SALES
12
WAREHOUSE
14
RESTROOM
10
TMV-1
BFP-1 METER
SECTION IS SHOWN FOR REFERENCE AND CLARITY -
PLEASE REFER TO DETAILS FOR ADDITIONAL
REQUIREMENTS, VALVES, DRAINS, ETC.
HW (140 DEG F)
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/24/2012
9:31:30
AM
P2.1
6019.0110.26.12
Partial First Floor
Plumbing Plans
Sterler
Holdings
LLC
1/8" = 1'-0"
Partial First Floor Plumbing Plan
1/8" = 1'-0"
Partial First Floor Sanitary Plan
2CTVKCN(KTUV(NQQT2NWODKPI0QVGU
1 CW, HW, HW (140°F), HWR TO BE MOUNTED EXPOSED ALONG WALL IN WAREHOUSE/PRODUCTION AT APPROX. 9'-6" A.F.F.
2 GAS PIPING MOUNTED EXPOSED ALONG WALL IN WAREHOUSE/PRODUCTION AT APPROX. 9'-9" A.F.F. TO WATER HEATER AND
AIR HANDLING UNIT.
3 PROVIDE BALANCING VALVE, SET TO 0.5 GPM, AND 3/4" PIPE BETWEEN HW AND HWR NEAT THIS POINT TO CREATE LOOP.
4 ALL PIPING/PLUMBING ABOVE ELECTRICAL ROOM SHALL HAVE A SHEET METAL DRIP PAN INSTALLED UNDERNEATH IT TO
PROTECT THE ELECTRICAL ROOM.
Revisions:Date:By:
1/4" = 1'-0"
Plumbing Section3
DN
DN
1 2 3 4 5 6
AA
JJ
B
D
F
G
E
C
3/4" G
1 1/4" G
1
1
GUH-2 GUH-1
3/4"ø 2" VTR
2" DN &
2" VTR
2" V DN
2" DN &
2" VTR
2" DN &
2" VTR
1 1/4" G
1 1/4" G DN
1
3/4" CW DN
2
1
WC-1H
L-1H
1 1/4"ø
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/24/2012
9:31:32
AM
P2.2
6019.0110.26.12
Second Floor and
Warehouse
Plumbing Plans
Sterler
Holdings
LLC
1/8" = 1'-0"
Second Floor and Warehouse Plumbing Plan
5GEQPF(NQQTCPF9CTGJQWUG2NWODKPI2NCP0QVGU
1 ROUTE GAS PIPING THROUGH WAREHOUSE/PRODUCTION AT OR NEAR UNDERSIDE OF ROOF DECK. STAY TIGHT TO
STRUCTURE TO PROTECT PIPING.
2 SECOND FLOOR RESTROOM SHALL BE FUTURE ADDITION. FIXTURES ARE SHOWN FOR REFERENCE. PIPING SHALL BE
VALVED/CAPPED AT WALL/FLOOR.
Revisions:Date:By:
ALL WORK SHALL CONFORM TO STATE AND LOCAL PLUMBING AND BACKFLOW PREVENTION
CODES AND THE LOCAL WATER UTILITY.
THIS CONTRACTOR SHALL PAY FOR ALL CHARGES BY GAS AND WATER UTILITY COMPANY TO
PROVIDE COMPLETE SERVICES AS SHOWN ON DRAWINGS.
VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS.
ALL POTABLE WATER LINES SHALL BE TESTED TO 100 PSI AND DISINFECTED.
PER STATE CODE, BACKFLOW DEVICES ARE TO BE TESTED UPON INSTALLATION AND THEN
PERIODICALLY THEREAFTER. SUBMIT COPIES OF TESTS TO THE DEVELOPMENT SERVICES
DEPARTMENT.
VACUUM BREAKERS MUST BE INSTALLED ON ALL EXISTING OR PROPOSED HOSE BIBBS, MOP/
SERVICE SINKS, WALL/YARD HYDRANTS.
ALL EXPOSED PIPING BELOW FIXTURES (ABOVE FLOOR) SHALL BE CHROME PLATED.
CHROME PLATED ESCUTCHEONS SHALL BE PROVIDED FOR ALL PIPING PASSING THROUGH WALLS
AND FLOORS IN "FINISHED" SPACES.
PIPING JOINTS SHALL BE MADE WITH WROUGHT FITTINGS AND 95/5 LEAD-FREE SOLDER, UNLESS
OTHERWISE NOTED.
ALL POTABLE WATER LINES SHALL BE HARD TYPE "L" COPPER WITH WROUGHT FITTINGS WITH
"STAYSAFE" LEAD FREE SOLDER EXCEPT AS NOTED.
ALL CONNECTIONS BETWEEN DISSIMILAR METAL PIPING MATERIALS SHALL BE MADE WITH
DIELECTRIC FITTINGS TO PREVENT GALVANIC ACTION.
ALL INSULATED LINES SHALL HAVE SADDLES INSTALLED WITH UL OR FM APPROVED HANGING
DEVICES.
ALL POTABLE HOT AND COLD WATER LINES AND HOT WATER RECIRCULATION PIPING SHALL BE
COVERED WITH FLEXIBLE ELASTOMERIC CELLULAR OR GLASS FIBER INSULATION. USE 1/2"
THICKNESS FOR UP TO 1 1/4" LINE SIZE, 3/4" THICKNESS FOR 1 1/2" LINE SIZE OR ABOVE.
CARRIERS SHALL BE MANUFACTURED BY JOSAM, ZURN, WADE, OR SMITH AND AS APPLICABLE,
SHALL INCLUDE DRAINAGE FITTINGS OF REQUIRED PATTERN, RECTANGULAR UPRIGHTS,
CONCEALED ARMS, FEET, AND BEARING PLATES.
PLUMBING FIXTURES SHALL BE OF A QUALITY MANUFACTURED BY AMERICAN STANDARD OR
KOHLER.
ALL FIXTURES SHALL BE CAULKED WHERE MOUNTED AGAINST WALL WITH HIGH QUALITY MILDEW-
RESISTANT SEALANT.
CONTRACTOR SHALL VERIFY DIMENSIONAL COMPATIBILITY OF FIXTURE WITH
CASEWORK. IF A DIMENSIONAL CONFLICT EXISTS, THE M.C. SHALL SUBSTITUTE A DIMENSIONALLY
COMPATIBLE FIXTURE OF EQUAL STYLE AND QUALITY. CONFIRM WITH ARCHITECT/ENGINEER
PRIOR TO SUBSTITUTION.
ALL HORIZONTAL SANITARY DRAINS SHALL BE GIVEN A GRADE OF 1/4" PER FOOT WHERE
POSSIBLE AND NOT LESS THAN 1/8" PER FOOT.
INSTALL UNDERGROUND BUILDING DRAINAGE AND VENT PIPE AS INDICATED IN ACCORDANCE WITH
STATE AND LOCAL PLUMBING CODES, AND THE SPECIFICATIONS OF THE LOCAL MUNICIPALITY
WATER UTILITY.
STORM, SANITARY AND VENT DRAINAGE: USE NO-HUB CAST IRON ABOVE GRADE. USE CAST
IRON OR PVC BELOW GRADE. USE CAST IRON WHEN THERE ARE NOISE CONCERNS OR WHERE
EXPOSED TO POTENTIAL DAMAGE. USE PVC IN ALL OTHER LOCATIONS EXCEPT AIR PLENUMS.
WHERE PIPING RUNS THROUGH AIR PLENUMS, USE CAST IRON OR MINERAL FIBER INSULATED PVC.
MAINTAIN FLAME AND SMOKE RATINGS IN ACCORDANCE WITH IMC 675 IAC 18-1 SECTION 102A.
INSULATE ALL ABOVE GRADE STORM WATER PIPING, ROOF DRAIN BODIES, AND PLUMBING VENTS
WITHIN 6 LINEAL FEET OF ROOF OUTLET. USE 1/2" FLEXIBLE ELASTOMERIC CELLULAR, OR 1"
GLASS FIBER INSULATION. INSTALLED INSULATION SYSTEM TO INCLUDE FULL VAPOR RETARDATION
BARRIER.
ALL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE FITTINGS AND SHALL BE
GRADED TO DRAIN TO ACCESSIBLE CONDENSATE LEGS. PAINT ALL EXPOSED GAS PIPING GRAY.
THERE SHALL BE A GAS COCK AND DRIP LEG AT EACH PIECE OF EQUIPMENT USING GAS.
ACCEPTABLE MANUFACTURERS FOR WATER CLOSETS ARE:
AMERICAN STANDARD, INC.; BRIGGS INDUSTRIES, INC.; CRANE PLUMBING; KOHLER CO.;
US INDUSTRIES, ELJER PLUMBINGWARE DIV.
ACCEPTABLE MANUFACTURERS FOR VITREOUS-CHINA LAVATORIES ARE:
AMERICAN STANDARD, INC.; BRIGGS INDUSTRIES, INC.; CRANE PLUMBING; KOHLER CO.;
US INDUSTRIES, ELJER PLUMBINGWARE DIV.
ACCEPTABLE MANUFACTURERS FOR COUNTER-MOUNTED, STAINLESS STEEL SINKS ARE:
DAYTON PRODUCTS, INC.; ELKAY MANUFACTURING CO.; JUST MANUFACTURING CO.; KOHLER CO.;
MOEN, INC.; STERLING PLUMBING GROUP, INC.; US INDUSTRIES, ELJER PLUMBINGWARE DIV.
ACCEPTABLE MANUFACTURERS FOR FAUCETS ARE:
AMERICAN STANDARD, INC.; CHICAGO FAUCET.; DELTA FAUCET CO.; ELKAY MFG. CO.;
ELJER PLUMBINGWARE DIV.; ACORN ENGINEERING CO.; MOEN.
ACCEPTABLE MANUFACTURERS FOR FLUSH-TO-WALL, FLOOR-MOUNTED, STONE WITH RIM GUARD
MOP BASINS ARE: ACORN ENGINEERING CO.; CRANE PLUMBING; FLORESTONE PRODUCTS CO.;
PRECAST TERRAZZO ENTERPRISES, INC.; STERN-WILLIAMS CO., INC.
SUBMIT PRODUCT DATA FOR ALL EQUIPMENT LISTED ON THE PLUMBING SCHEDULE SHEET.
INCLUDE SELECTED FIXTURE AND TRIM, FITTINGS, ACCESSORIES, APPLIANCES, APPURTENANCES
EQUIPMENT, AND SUPPORTS. INDICATE MATERIALS AND FINISHES, DIMENSIONS, CONSTRUCTION
DETAILS, AND FLOW-CONTROL RATES FOR EACH TYPE OF FIXTURE INDICATED.
1.ALL WORK SHALL CONFORM TO STATE AND LOCAL PLUMBING AND BACKFLOW PREVENTION
CODES, AND THE REQUIREMENTS OF THE LOCAL WATER UTILITY.
2.VACUUM BREAKERS MUST BE INSTALLED ON ALL PROPOSED HOSE THREAD FITTINGS,
INCLUDING BUT NOT LIMITED TO HOSE BIBBS, WALL/YARD HYDRANTS, MOP/SERVICE SINKS.
3.A CROSS-CONNECTION CONTROL DEVICES INSPECTOR SHALL TEST ALL BACKFLOW DEVICES
AT THE TIME OF INSTALLATION AND SUBMIT REPORTS TO THE LOCAL WATER UTILITY AS
REQUIRED.
4.COORDINATE EXACT LOCATION OF ROOF DRAINS WITH ARCHITECTURAL AND STRUCTURAL
PLANS.
5.ALL MATERIALS INSTALLED WITH PLENUM SHALL HAVE FLAME SPREAD RATING OF NOT MORE
THAN 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50 IN ACCORDANCE WITH STATE
CODES.
6.THIS CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR FOR CORE
DRILLING AS REQUIRED FOR INSTALLATION OF PIPING PENETRATING BUILDING CONSTRUCTION.
7.ALL EQUIPMENT USING NATURAL GAS SHALL HAVE A GAS COCK AND DIRT LEG FOR EACH
PIECE OF EQUIPMENT.
8.REFERENCE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, TYPICAL.
9.ALL NATURAL GAS PIPING IS LOCATED ON ROOF.
10.CONNECT PLUMBING FIXTURES TO PIPING INDICATED PER THE PLUMBING FIXTURE/EQUIPMENT
CONNECTION SCHEDULE AND/OR AS NOTED. REFER TO PIPING ISOMETRICS FOR ADDITIONAL
PIPING REQUIREMENTS.
NOTE: PIPING TO INDIVIDUAL FIXTURES MAY NOT BE SHOWN FOR CLARITY.
11.COORDINATE MECHANICAL PENETRATIONS OF/WITH OTHER WORK TO AVOID INTERFERENCES,
SEAL PENETRATIONS AS NOTED AND/OR SPECIFIED.
12.EACH CONTRACTOR IS RESPONSIBLE FOR THE CUTTING, PATCHING AND FINISHING
ASSOCIATED WITH THE INSTALLATION OF HIS WORK. PROVIDE CUTTING, PATCHING AND
FINISHING IN A FIRST CLASS, WORKMANLIKE MANNER WITH METHODS AND MATERIALS TO
MATCH EXISTING WORK.
13.PIPING INVERTS AND/OR ELEVATIONS INDICATED ARE PRELIMINARY IN NATURE AND ARE FOR
COORDINATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AND
ESTABLISHING FINAL INVERTS AND/OR ELEVATIONS. INDICATE FINAL INSERTS AND/OR
ELEVATIONS ON RECORD DOCUMENTS.
14.REFER TO ARCHITECTURAL PLANS FOR WALL TYPES IN WHICH PLUMBING IS TO BE INSTALLED.
COORDINATE PLUMBING INSTALLATION WITH OTHER WORK.
GWH-
PV-
RD-
HB-
EWC-
L-
S-
SA
SH-
T-
MS-
DF-
FD-
EWH
VTR
MB-
MV-
**-*H
WC-
PRV-
P-
CO-
U-
SOFT SOFTENED WATER
G
WASTE PIPING
ELECTRIC WATER COOLER
HOSE BIB
STORM WATER
PRESSURE REDUCING VALVE
HOSE BIB
MOP BASIN
AUTOMATIC PLUMBING VENT
GAS WATER HEATER
THERMOMETER
INDICATES DIRECTION OF FLOW
ROOF DRAIN
SINK
SHOCK ABSORBER
URINAL
DRINKING FOUNTAIN
FLOOR DRAIN
FOLLOW ADA GUIDELINES
LAVATORY
ELECTRIC WATER HEATER
WASTE/STORM PIPING (UNDERGROUND)
WATER CLOSET
SHOWER
PUMP
VENT THROUGH ROOF
CLEAN OUT
MOP SINK
MIXING VALVE
COLD WATER
GATE VALVE
RISER UP (TEE)
RISER UP (ELBOW)
RISER DOWN (ELBOW)
RISER DOWN (TEE)
HOT WATER
DOUBLE BACK FLOW PREVENTER
UNDERGROUND UTILITY SERVICE
TEE
UNION
CHECK VALVE
BALL VALVE
RECIRCULATING HOT WATER
GAS COCK
BUTTERFLY VALVE
VENT PIPING
OXYGEN
DEIONIZED WATER
CONNECT NEW TO EXISTING
GAS PIPING
METER
THERMOMETER
PRESSURE GAUGE
ST
DE
M
SOME SYMBOLS MAY NOT BE USEDNOTE:
O
SAN
PLUMBING ROUGH-INS
FIXTURE COLDWASTEHOTVENT
3/4"3/4"SH-*2"
L-*
S-*
EWC-*
---
1/2"
1/2"
1/2"
1/2"
---
1/2"
---
1/2"
---
---
3"
3"
WC-*
U-*
3/4"
1"
3/4"
1 1/2"
1 1/2"
---
2"
1 1/2"
1 1/2"
1 1/2"---
MB-*
HB-*
FD-*
---
---
2"
4"
---
1/2"
1 1/2"
1 1/2"
---
UNLESS NOTED OTHERWISE.
BFP-1 REDUCED PRESSURE PRINCIPLE
WILKINS 975XL SERIES, 1 1/2", 15 PSI PRESSURE DROP @ 100 GPM.
CO-1 CLEANOUT - FLOOR
ZURN Z-1400-NL "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT. DURA-COATED CAST
IRON. SIZE PER LOCAL PLUMBING CODE. (JOSAM 58360 IS APPROVED EQUAL.)
CO-2 CLEANOUT - EXTERIOR
JOSAM 57000-Z SERIES ABS FLOOR ACCESS HOUSING WITH SPECIAL DUTY SCORIATED SECURED
ROUND CAST IRON TOP IN CONCRETE APRON OR SIDEWALK.
FD-1 FLOOR DRAIN
A. ZURN #Z-415B FLOOR DRAIN, DURA-COATED CAST IRON BODY WITH POLISHED BRONZE TOP
B. 7" DIAMETER, TYPE B ROUND STRAINER, NEO-LOC OUTLET
C. INSTALL WITH DEEP SEAL TRAP.
HB-1 HOSE BIBB - FREEZING AREAS
A. WOODFORD #B67 CONCEALED BOX TYPE, FREEZELESS WALL HYDRANT, AUTOMATIC
DRAINING WITH DOUBLE CHECK BACKFLOW PREVENTER. ASSE STANDARD 1052 APPROVED.
THIS CONTRACTOR SHALL VERIFY WALL THICKNESS FROM ARCHITECTURAL DRAWINGS FOR
CORRECT DEPTH OF HYDRANT.
B. FINISH TO BE SELECTED BY ARCHITECT.
L-1H LAVATORY - WALL MOUNTED, ADA
A. LAVATORY AND FAUCET BY OWNER.
B. GRID DRAIN, 1 1/4" POLISHED CHROME, CAST BRASS, ADJUSTABLE "P" TRAP, CLEANOUT PLUG,
TAPPED OUTLET FOR I.P.
C. 3/8" I.P.S. ANGLE SUPPLIES WITH LOOSE KEY STOPS AND ANNEALED VERTICAL TUBES.
D. JOSAM #17100 SERIES FLOOR MOUNTED SINGLE LAVATORY (#17105 SERIES - BACK-TO-BACK
MOUNTED) CARRIER WITH CONCEALED ARMS, LEVELING AND SECURING SCREWS, STRUCTURAL
UPRIGHTS AND BLOCK BASES. MOUNT AT 31" RIM TO FLOOR.
E. OFFSET DRAIN ASSEMBLY FOR WHEELCHAIRS.
F. TRUEBRO MODEL #103 HANDI LAV-GUARD INSULATION KIT.
L-2H LAVATORY - COUNTER TOP MOUNTED
A. LAVATORY AND FAUCET BY OWNER.
C. 1 1/4" POLISHED CHROME, CAST BRASS, ADJUSTABLE "P" TRAP, CLEANOUT PLUG, TAPPED
OUTLET FOR I.P.
D. 3/8" I.P.S. ANGLE SUPPLIES WITH LOOSE KEY STOPS AND ANNEALED VERTICAL TUBES.
E. OFFSET DRAIN ASSEMBLY FOR WHEELCHAIRS
F. TRUEBRO MODEL #103 HANDI LAV-GUARD INSULATION KIT.
OB-1 OUTLET BOX - ICE MAKER
A. GUY GRAY BIM875 MOUNTED AT 24" TO BOTTOM OF BOX.
S-1 SINK - MID-SIZE, SINGLE COMPARTMENT
A. ELKAY #LR-1919, BOWL: 16"x13 1/2"x7 5/8" DEEP, 18 GA. STAINLESS STEEL SELF-RIMMING
SINGLE COMPARTMENT SINK, 3 FAUCET HOLES @ 4" CENTERS
B. ELKAY #LK232SBH5 DUAL HANDLE GOOSENECK FAUCET, 3-4" CENTERS, WRISTBLADE HANDLES
C. ELKAY #LK-35 BASKET STRAINER WITH NEOPPRENE STOPPER AND TAILPIECE
D. P-TRAP, CHROME-PLATED CAST BODY WITH CLEANOUT, ESCHUCHEON.
E. SOLID BRASS ANGLES STOPS, CHROME PLATED, LOOSE KEY, CHROME-PLATED RISERS AND
EXTENSION TUBES.
F. FURNISH TEMPLATE TO COUNTER TOP SUPPLIER.
SH-1H SHOWER HEAD/WAND, ADA
A. AMERICAN STANDARD #1662.602 SHOWER SYSTEM KIT, 2.5 GPM, FIXED HAND SHOWER, HOSE, WALL
SUPPLY AND STANDARD SLIDE BAR.
B. AMERICAN STANDARD #T480.500 "SEVA" SHOWER VALVE. BRASS WALL ESCUTCHEON, METAL
SINGLE-LEVER HANDLE, PRESSURE BALANCE VALVE, POLISHED CHROME FINISH INTEGRAL
STOPS AND CHECKS.
TMV-1 THERMOSTATIC MIXING VALVE AND RECIRC STATION - DOMESTIC HOT WATER
A. BRADLEY MODEL NRS-8 HIGH LOW MANIFOLD SYSTEM
B. 2.0 GPM MIN. FLOW; 10 PSI PRESSURE DROP AT 36 GPM
C. 1" COLD/HOT WATER INLETS, 1" TEMPERED OUTLET, 3/4" HOT WATER RECIRC INLET
D. ADJUSTABLE LIMIT STOPS; INTEGRAL HOT AND COLD SUPPLY CHECKSTOPS
E. PRESSURE GAUGES AND COLOR CODED DIAL THERMOMETER
F. INLET PIPING MANIFOLD
G. FACTORY PRE-ASSEMBLED AND TESTED
H. PROVIDE WITH BELL AND GOSSETT SERIES #NBF-22, ALL BRONZE, 5 GPM @ 10 FT HD, FLANGE CONNECTION,
92 WATTS, 115/1/60
WC-1H WATER CLOSET - FLOOR MOUNTED, TANK TYPE, ADA
A. AMERICAN STANDARD #2002.012 "CHAMPION RIGHT HEIGHT" ELONGATED BOWL, 1.6 GPF,
NON-ADJUSTABLE FLAPPER-FREE FLUSH VALVE, ELONGATED SIPHON ACTION JETTED, 16 1/2"
TO RIM, LEFT HAND TRIP LEVER, STD. WHITE
B. ELONGATED OPEN FRONT SEAT WITH CHECK HINGE. (OLSONITE AND CHURCH ARE APPROVED.)
WH-1 WATER HEATER - NATURAL GAS, RESIDENTIAL, 50 GAL
A. A.O. SMITH #GPVR-50 "PROMAX POWER-VENT" 50 GAL, 40 MBH INPUT, 44 GPH @ 90°F.
B. POWER VENT BLOWER, 120V, 3.0 AMPS.
C. 2" THICK CFC-FREE FOAM INSULATION, WITH 0.67 ENERGY FACTOR (ENERGY STAR RATED).
D. FACTORY-INSTALLED TEMPERATURE AND PRESSURE (T&P) RELIEF VALVE.
E. 6-YEAR LIMITED TANK AND PARTS WARRANTY.
ESW-1 EMERGENCY SHOWER & EYE WASH STATION
A. STINGRAY, BARRIER-FREE COMBINATION DRENCH SHOWER/EYE WASH UNIT MODEL #DL-CE535.
B. 10" DIA ABS PLASTIC SHOWER HEAD WITH BARRIER FREE HANDLE LENGTH
C. 10x12 ABS PLASTIC EYE WASH BOWL.
D. 1-1/4" INLET, 20 GPM SHOWER, 3.0 GPM EYE/FACE WASH.
DF-1 DRINKING FOUNTAIN, SPLIT LEVEL, ADA
A. ELKAY MODEL EDFP217C WALL MOUNTED DRINKING FOUNTAIN.
B. STAINLESS STEEL FINISH.
C. MOUNT AT 34.5" TO LOWER BUBBLER OUTLET FOR ADA.
TMV-2 THERMOSTATIC MIXING VALVE (EMERGENCY SHOWER)
A. STINGRAY MODEL DL-CV120
B. 25 GPM AT 30 PSI.
C. COLD WATER BYPASS, DIAL THERMOMETER.
D. SURFACE MOUNTED CABINET.
E. SET DISCHARGE AT 65 DEG F.2" VTR
2" VTR
2" VTR
EXTEND 4" SANITARY APPROX. 5'
OUTSIDE OF BUILDING. COORDINATE
WITH CIVIL FOR TIE-IN. SEE CIVIL
DRAWINGS FOR ADDITIONAL INFO.
2" VTR
WC-1H L-1H
WC-1H
L-2H
FD-1
S-1
L-1H
WC-1HDF-1
WH-1
FD-1
CO-2
FD-1
CO-1
2"ø
3"ø 3"ø
4"ø4"ø
4"ø3"ø
2"ø
4"ø
4"ø
4"ø
2"ø
4"ø
2"ø
2"ø 2"ø
3"ø
4"ø
75 MBH
75 MBH
100 MBH
40 MBH
290 MBH
(7" W.C.
REQUIRED)
GAS PIPING
BY UTILITY
METER BY
UTILITY
GUH-2
GUH-1
AHU-1
WH-1
3/4"ø
1 1/4"ø
1 1/4"ø
1 1/4"ø
3/4"ø
1"ø
1 1/4"ø
SUPPLY
3'-6"
BALL VALVE
OR GAS COCK
TO EQUIPMENT
UNION
CAP
DIRT LEG
WATER METER
COORDINATE WITH UTILITY
COMPANY. PAY ANY
RELATED CHARGES.
REDUCED PRESSURE
BACKFLOW PREVENTER
BFP INSTALLED HEIGHT SHALL
BE 12"-60" A.F.F.
UNDERGROUND
C.W. SERVICE
ENTRANCE
TO FLOOR DRAIN
AIR GAP
DRAIN FUNNEL
C.W. SUPPLY
TO BLDG
DOMESTIC WATER
EXPANSION TANK
TYP., BALL VALVE
TYP., THERMOMETER
4" CONCRETE PAD
ROUTE TO
FLOOR DRAIN
TYP., T&P ASME
RELIEF VALVE
(KUNKLE MODEL 912)
DOMESTIC HOT WATER
RECIRCULATION PUMP
STRAINER
AQUASTAT PUMP
CONTROLLER
ON @ 100°F
OFF @ 110°F
TMV-1 SET FOR
110°F MAX SETTING
GAS
WATER
HEATER
"WH-1"
D
ET
140°F
110°F
CW
HWR
CW
TO LOW
TEMPERATURE
FIXTURES
MANUAL
BALANCE VALVE
TYP., CHECK VALVE
A
B
C
D
DIRT LEG 3" MIN.,
6" MAX
G
HEAT TRAP (27" DROP)
1/2"
HWR
140°F
TO TMV-2
(EMERGENCY
SHOWER/EYEWASH)
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/24/2012
9:31:34
AM
P5.1
6019.0110.26.12
Plumbing Notes,
Schedules, and
Details
Sterler
Holdings
LLC
Plumbing Specifications:General Plumbing Notes:Plumbing Engineering SymbolsPlumbing Fixture Schedule:
Not to Scale
Sanitary Isometric
Not to Scale
Gas Piping Isometric
Typ. Gas Fired Unit Piping Diagram Typ. Metered Service
Gas Water Heater w/ Recirc. Line
Revisions:Date:By:
UP
UP
J
M M M
M
T/P T/P
T/PT/P
M
M
T/P
T/P
DN
DN
M
1 2 3 4 5 6
AA
JJ
B
D
F
G
E
C
GFCI
WP
+44"
GFI
GFI
SALES
11
RESTROOM
10
CORRIDOR
05
LOBBY
02
ELEC/IT
08
RESTROOM
07
CONFERENCE
04
PRODUCTION
15
A
Lighting
Contactor C-1
1
2
+48"
3
5
6
A-17
4" PVC Conduit
To Padmount
4" PVC Conduit
To Telephone Service
7
8
1" C,3#4 AWG
GND
1" C,3#4 AWG
GND
4
Motorized
Damper
GFI
WPCU-1
A-39,41
AHU-1
SALES
12
+44"
GFI
7
EF-2
EF-1
GFI
A-40,42
A-9
A-10
A-7
A-8
A-12
A-30
A-13
A-14
EF-4EF-3
A-4
A-2
A-1
A-5
4 4 4
A-6
A-31
A-16
A-15
A-27
GUH-1
A-27
GUH-2
A-3
Motorized
Damper
5 6
JJ
B
D
F
A-18
FUTURE OFFICE
25
FUTURE SALES
22
FUTURE RR
21
LANDING
20
PANEL
'A'
UTILITY
TRANS.
3-2" C, 4#3/0AWG,
1#3GND IN EACH
CT
CABINET
BY
UTILITY
CO.
INST.
BY E.C.
3-2" C, 4#3/0AWG,
1#3GND IN EACH
400A.
M.B.
PAD BY E.C. PER UTILITY
COMPANY STANDARDS
BUILDING
STEEL
CONCRETE ENCASED
GROUNDING
ELECTRODE
IN FOUNDATION
WATER
MAIN
#3/0
#3/0
#3/0
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/20/2012
8:32:52
AM
E2.1
6019.0110.26.12
Electrical Power &
Communication
Plan
Sterler
Holdings
LLC
1/8" = 1'-0"
First Floor Power & Communications Plan
1/8" = 1'-0"
Second Floor Power & Comm. Plan
Panel Modifications:
Total Amps:106 A 148 A 141 A
Total Load:12774 VA 17193 VA 16395 VA
41------3619 4160 ------42
39CU-1 60 A 2 3619 4160 2 60 AForklift Battery Charger 40
37Spare 20 A 1 0 0 1 20 ASpare 38
35Spare 20 A 1 0 0 1 20 ASpare 36
33Spare 20 A 1 0 0 1 20 ASpare 34
31EF-4 & Damper 20 A 1 800 370 1 20 ASite Lighting 32
29EF-3 & Damper 20 A 1 800 1440 1 20 AAHU-1 30
27Gas Unit Heaters 20 A 1 792 862 1 20 ASite Lighting 28
25Lighting First Floor 20 A 1 1222 492 1 20 AExits, Emergency & Egress Ltg 26
23Warehouse Lighting 20 A 1 1700 583 1 20 ALobby & Upstairs Lighting 24
21Warehouse Lighting 20 A 1 1360 1360 1 20 AWarehouse Lighting 22
19Warehouse Lighting 20 A 1 1360 1360 1 20 AWarehouse Lighting 20
17Exterior Receptacle 20 A 1 180 673 1 20 AOther 18
15Dishwasher 20 A 1 1000 800 1 20 ARefrigerator 16
13Receptacles Sales 12 20 A 1 1080 720 1 20 AReceptacles Conference Room 14
11Receptacles Sales 11 20 A 1 900 900 1 20 AReceptacles Sales 11 12
9 Receptacle -IT 20 A 1 360 1260 1 20 AReceptacles - Lobby& Reception10
7 Receptacles Office 06 & RR 07 20 A 1 1355 816 1 20 AReceptacles Spaces 10,08,05 8
5 Receptacles Warehouse 20 A 1 720 720 1 20 AReceptacles Warehouse 6
3 Receptacles Warehouse 20 A 1 540 1080 1 20 AReceptacles Warehouse 4
1 Overhead Door Operators 20 A 1 1500 1699 1 20 ARecepts & Interior Ovhd Door 2
CKT Circuit Description TripPoles
A B C
PolesTrip Circuit Description CKT
Manufacturer:Square D Model:NQOD
Enclosure:Type 1 MCB Rating:400 A
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:Phases:3 Mains Type:Breaker
Location:ELEC/IT 08 Volts:120/208 Wye A.I.C. Rating:22,000 A.I.C.
Branch Panel:A
POWER PLAN NOTES
1Provide junction box 2" above floor for power to dishwasher. Coordinate exact location with owner.
2Provide switch and receptacle or junction box for power to disposer. Coordinate exact location with
owner.
3Provide 4' x 8' x 3/4" Fire retardant plywood and paint to match room for Telecomm equipment
mounting. Provide dedicated circuit quadplex receptacle. Coordinate exact location with owner.
4Provide power wiring to overhead door equipment, including wiring from control station(s) to door
operator. Control stations and door operator by owner. (Typical)
5Mount convenience receptacles in web of column or on face of metal panel on exterior walls as per
owner's request. Mount at 48" A.F.F. (Typical for receptacles in warehouse)
6Mount quadplex receptacle in reception desk casework. Coordinate exact location with owner.
7Connect exhaust fan to occupancy sensor in restroom.
8Confirm exact electrical configuration of forktruck charger with owner prior to beginning work.
Not to Scale
Riser Diagram
Revisions:Date:By:
OS
OS
OS D
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
1 2 3 4 5 6
AA
JJ
B
D
F
G
E
C
CONFERENCE
04
RESTROOM
07
OFFICE
06
ELEC/IT
08
LOBBY
02
SALES
12
SALES
11
RESTROOM
10
PRODUCTION
15
F05 F05
F05F05 F05
F05 F05
F05
F05F05F05F05
F05 F05 F05 F05
F05 F05 F05 F05
F05 F05 F05 F05
F05F05F05F05
F05 F05 F05 F05
F05F05F05F05
F05 F05 F05 F05
CORRIDOR
05
F03
F03
F06
F07
F04
F03a
F03a
F03a
F03a
F05 F05
F08
F08
F08
Mount At 8'-6"
Above Landing
F06
A-19
A-20
A-21
A-22
A-23
F03
F03
F03
F03
F03
L01
L01
L01 L01
L01
L01
a
1
2
F09
F08
F08
3
3
F09
EX-1 EX-1
EM EM
EX-2
EM
EM
EM
EM
EX-1
EMEX-1EX-1
K01
A-32
Thru C-1
+12'-0"
+9'-0"
+9'-0"
EM
+10'-0"
+10'-0"
+10'-0"
EM
+ 10'-0"
EM EM
+10'-0"+10'-0"
K01
a
a
a
WAREHOUSE
14
4 4
+10'-0"
+12'-0"
F06
A-24
A-25
A-25
F09
EM
+10'-0"
b
F093
5 6
JJ
B
D
F
F02
F02
F04
F04
b
a
c
c c
a a
FUTURE SALES
22
FUTURE RR
21
LANDING
20
FUTURE OFFICE
25
1
b
b
b
L01
L01
b
F04
F04
A-24
A-24
COMMISSION NUMBER DATE
SHEET NUMBER
SHEET TITLE
CERTIFICATION
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
1715 MAGNAVOX WAY
FORT WAYNE, IN 46804
voice 260.432.9337
930 NORTH MERIDIAN
INDIANAPOLIS, IN 46204
voice 317.917.1190
http://www.msktd.com
ARCHITECTURE ENGINEERING INTERIOR DESIGN
P R E L I M I N A R Y
N O T F O R
C O N S T R U C T I O N
4796
Northwestern
Drive
Zionsville,
IN
46077
12/20/2012
8:32:55
AM
E3.1
6019.0110.26.12
Lighting Plan
Sterler
Holdings
LLC
1/8" = 1'-0"
First Floor Lighting Plan
LUMINAIRE SCHEDULE
Type
Fixture Detail Lamp Detail Ballast Detail
Basis of Design Alternate 1 Alternate 2 Alternate 3 CountMountDescription
Min.
Eff. %Description Qty Wattage Qty Start Type BF
Max
THD %
Min.
Start
Temp. °F
Input
Wattage
EM Wall Thermoplastic emergency unit with adjustable
lamps and fixed cover;
self-diagnostic/self-test.
0 Included 2 0 0 N/A 0 0 68 12 VA McPhilbin CFX6 Series Dual-Lite SL1 Series Lithonia ELM Series Sure-Lites CU2 Series 13
EX-1 Wall Thermoplastic exit sign with RED letters. Self
powered; self test.
0 Lamp 1 1 1 Electronic 1 10 0 5 VA Sure-Lites LPX Series Dual-Lite LX Series Lithonia LQM Series McPhilbin CXX Series 5
EX-2 Surface White thermoplastic Exit with Red letters;
Universal voltage; 1 or 2 face as indicated on
drawings; Self Test.
0 LED (INCL)0 0 0 N/A 0 0 0 5 VA Lithonia LQM Series Dual-Lite LX Series McPhilbin CXX Series Sure-Lites LPX Series 1
F02 Recess General purpose specification grade lensed
troffer, 2' x 4'. Grid mount. Flush steel door.
#12 pattern acrylic lens, .125" thick.
83.8 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
2 32 1 Program Start 0.88 10 0 56 VA DayBrite SPG Series Columbia ST8 Series Lithonia SP8 Series Metalux GC8 Series 2
F03 Surface Low profile, brightness controlled wraparound.
Acrylic prismatic lens.
74.8 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
3 32 1 Program Start 0.88 10 0 84 VA Lithonia LB Series Columbia WCW Series Day-Brite CAW Series Metalux WB Series 7
F03a Surface Low profile, brightness controlled wide body
wraparound. Acrylic prismatic lens.
78.2 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
2 32 1 Program Start 0.88 10 0 56 VA Day-Brite CAW Series Columbia WCW Series Lithonia 2LB Series Metalux WB Series 4
F04 Chain 4' Specification Industrial w/10% Uplight &
Painted Polyester reflector.
89.6 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
2 32 1 Program Start 0.88 10 0 56 VA DayBrite IF Series Columbia KL4 Series Lithonia AF10 Series Metalux DIM Series 5
F05 Chain Full Side Body High-Bay Industrial Fluorescent
Luminaire; (2) 3-lamp Ballasts, Intregal
occupancy sensors
85 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
6 32 2 Program Start 0.88 10 0 170 VA Columbia LHA Series Day-Brite FGL Series Metalux HBI Series Lithonia FGB Series 42
F06 Wall Direct/indirect wall mount fixture. Brushed
aluminum housing. Upper and lower acrylic
diffusers.
50 T8; 24,000HR; 2950 Lumens
Initial; 3500°K; 85CRI.
2 32 1 Program Start 0.88 10 0 56 VA Metalux BAU Series Lithonia W Series 4
F07 Recess 6" Open Reflector Downlight; Vertical lamp;
Haze finish; White painted flange; Derated
wattage label - 32W.
58.5 CFL Triple Tube; 4 pin;
16,000HR; 2400 Lumens
Initial; GX24q Base; 3500°K;
82CRI.
1 32 1 Program Start.
(1) 1 Lamp
Advance
SmartMate
Series
0.98 10 0 36 VA Omega S6 Series Gotham AFV Series Portfolio C60W Series Prescolite CFT6/H55 Series 1
F08 Recess 4" Open Reflector Downlight; Vertical lamp;
Haze finish; White painted flange; Derated
wattage label - 26W.
41.4 CFL Triple Tube; 4 pin;
16,000HR; 1800 Lumens
Initial; GX24q Base; 3500°K;
82CRI.
1 26 1 Program Start.
Universal
Start.
(1) 1 Lamp
Advance
SmartMate
Series
1.1 10 0 29 VA Prescolite D432 Series Omega S4 Series Portfolio C40 Series 5
F09 Wall Die-cast aluminum quarter sphere fixture.
Medium throw distribution; multi-volt. Include
remote mount emergency ballast. Color to be
selected.
25.3 CFL Cluster; 4 pin; G24q
Base; 12,000HR; 1800
Lumens Initial; 3500°K; 82
CRI.
2 26 1 Program Start 1 10 0 52 VA Lithonia WSQ Series Devine BWD Series Gardco 106 Series McGraw Edison ISS Series 6
K01 Wall Medium Full Cutoff Wall Pack. Die cast
aluminum housing; tempered glass lens. Type
FT distribution. RoHS Compliant. Wet location.
67 PSMH; 20,000HR; 12,500
Lumens Initial; 4000°K;
68CRI.
1 150 1 CWA 1 10 -20 185 VA Lithonia TWP Series Hubbell WGM Series DayBrite WLM Series McGraw Edison IMT Series 2
L01 Recess 6" Open Reflector LED Downlight; Haze finish;
White painted flange; Dimmable.
80 Integral LED; 3500°K; 80CRI.1 25 1 N/A 1 10 -20 25 VA Portfolio LD615 Omega OM6LED Series Prescolite LF6LED Series 8
1/8" = 1'-0"
Second Floor Lighting Plan
LIGHTING PLAN NOTES
1Wire conference room with wall dimmer switch on load side of ceiling mounted
occupancy sensor such that lights are automatically turned off when unoccupied.
2Wire lobby such that the wall mounted occupancy sensor controls downlights over
reception desk and ceiling mounted occupancy sensor in high ceiling controls F06
fixture over stair landing and LED downlights.
3Wire all emergency lights, exit signs and F09 egress lights to circuit A-26 (Typical)
4Mount lights in this room at 17' A.F.F., unless otherwise noted. Adjust hanging
chain as necessary.Revisions:Date:By:
1 Building Flip To
South Side Of
Site
10-26-2012 MRI