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S O U T H E A S T C O R N E R O F 1 1 6 T H S T R E E T A N D S P R I N G M I LL
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Issue: Date:
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
Carmel, INSouthEast corner of 116th Street and Spring Mill Road
VICINITY PLAN
N.T.S.
KEY PLAN
N.T.S.
North
North
The BRIDGES - Phase II
Building 2 - Cold Dark Shell & Hardscape/Landscape Plaza - BID/PERMIT ISSUE
I N D E X T O D R A W I N G S
CS COVER SHEET
DRAWING ISSUANCES
A2.101 BUILDING 2 OVERALL FLOOR PLAN
ARCHITECTURAL
STRUCTURAL
MECHANICAL
ELECTRICAL
A2.201 BUILDING 2 EXTERIOR ELEVATIONS
A2.401 BUILDING 2 PLAN DETAILS
A0.001 ARCHITECTURAL SITE PLAN
S2.001 GENERAL NOTES
S2.002 GENERAL NOTES
S2.101 BUILDING 2 PARTIAL FOUNDATION PLAN
S2.201 BUILDING 2 FOUNDATION SECTIONS & DETAILS
S2.301 BUILDING 2 PARTIAL ROOF FRAMING PLAN
S2.401 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
M0.100 MECHANICAL SCHEDULE & DETAILS
E2.201 BUILDING 2 ELECTRICAL DETAILS
S2.402 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.403 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
INSULATION DESIGN VALUES:
ABOVE ROOF DECK = R-24 (min.)
EXTERIOR WALLS = R-19 (min.)
A0.151 ROOF DETAILS
A0.200 EXTERIOR MATERIAL FINISH LEGEND
A0.500 DOOR SCHEDULE & DETAILS
A2.131 BUILDING 2 REFLECTED CEILING PLAN
A2.151 BUILDING 2 OVERALL ROOF PLAN
A2.202 BUILDING 2 EXTERIOR ELEVATIONS
A2.203 BUILDING 2 EXTERIOR ELEVATIONS
A2.402 BUILDING 2 PLAN DETAILS
A2.403 BUILDING 2 PLAN DETAILS
A2.404 BUILDING 2 PLAN DETAILS
S2.102 BUILDING 2 PARTIAL FOUNDATION PLAN
S2.302 BUILDING 2 PARTIAL ROOF FRAMING PLAN
M0.200 MECHANICAL SPECIFICATIONS
M2.101 BUILDING 2 MECHANICAL PLAN
E0.100 ELECTRICAL NOTES, LEGENDS, & SCHEDULES
E2.101 BUILDING 2 ELECTRICAL PLAN
E0.101 ELECTRICAL DETAILS
A0.502 STOREFRONT ELEVATIONS
E0.200 ELECTRICAL SPECIFICATIONS
E0.201 ELECTRICAL SPECIFICATIONS
A2.001 BUILDING 2 PARTIAL SITE PLAN
A2.301 BUILDING 2 WALL SECTIONS
S2.202 BUILDING 2 FOUNDATION SECTIONS & DETAILS
S2.404 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.405 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.406 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.407 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.408 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
S2.409 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
A2.102 BUILDING 2 PARTIAL FLOOR PLAN
A2.103 BUILDING 2 PARTIAL FLOOR PLAN
A2.132 BUILDING 2 REFLECTED CEILING PLAN
A2.152 BUILDING 2 PARTIAL ROOF PLAN
A2.153 BUILDING 2 PARTIAL ROOF PLAN
A2.201a BUILDING 2 FINISH MATERIAL ELEVATIONS
A2.201b BUILDING 2 FINISH MATERIAL ELEVATIONS
A2.202a BUILDING 2 FINISH MATERIAL ELEVATIONS
A2.203a BUILDING 2 FINISH MATERIAL ELEVATIONS
A2.301a BUILDING 2 WALL SECTIONS
A2.302 BUILDING 2 WALL SECTIONS
A2.303 BUILDING 2 WALL SECTIONS
A2.304 BUILDING 2 WALL SECTIONS
A2.305 BUILDING 2 WALL SECTIONS
A2.306 BUILDING 2 WALL SECTIONS
A2.307 BUILDING 2 WALL SECTIONS
A2.307a BUILDING 2 WALL SECTIONS
A2.308 BUILDING 2 WALL SECTIONS
A2.309 BUILDING 2 WALL SECTIONS
A2.310 BUILDING 2 WALL SECTIONS
A2.311 BUILDING 2 WALL SECTIONS
A2.312 BUILDING 2 WALL SECTIONS
A2.313 BUILDING 2 WALL SECTIONS
A2.314 BUILDING 2 WALL SECTIONS
A2.315 BUILDING 2 WALL SECTIONS
S2.303 BUILDING 2 PARTIAL ROOF FRAMING PLAN
S2.410 BUILDING 2 ROOF FRAMING SECTIONS & DETAILS
A2.002 BUILDING 2 PARTIAL SITE PLAN
Owner:
Bridges II, LLC
c/o Gershman Partners
600 East 96th Street, Suite 150
Indianapolis, IN 46240
Ph: (317) 574-7333
Architect:
Dorsky+Yue International LLC
23240 Chagrin Boulevard, Suite 325
Cleveland, Ohio 44122
Phone: 216.468.1850
Structural Engineer:
GPD Group, Inc.
520 South Main Street Suite 2531
Akron, Ohio 44311
Ph.: (440) 572-2100
MEP Engineer:
Thorson Baker & Associates, Inc.
3030 West Streetsboro Rd.
Richfield, Ohio 44286
Ph.: (330) 659-6688
Civil/Landscape (Under Separate Owner Contract):
American Structurepoint, Inc.
7260 Shadeland Station
Indianapolis, IN 46256-3957
Ph.: (317) 547-5580
1
A4.001
1
A1.001
FUTURE
BUILDING #3
REFER TO CIVIL DRAWINGS FOR
EXTENTS OF CONSTRUCTION
ENTRANCE AND STAGING AREAS
S P R I NG
M I LL
R O AD
1
A2.001
1
A2.002
BUILDING #1
BUILDING #2
BUILDING #4
PROPOSED RESTAURANT
TENANT B
52'-6" x 61'-4"
±3,097 S.F.
PROPOSED RESTAURANT
TENANT A
34'-2" x 61'-4"
±2,096 S.F.
TS4X3X3/16
TS4X3X3/16
8" DIA DBL. EXTRA
STRONG PIPE
1/4" END PLATE
(TYPICAL)
1/4 TYP.
1/4
1/4 TYP.
1"
1/4
TS4X3X1/4 OFFSET SECTION
CUT TO MATCH RADIUS
OF HINGE
1/4 TYP.
1/4
6" DIA STD PIPE
FILLED W/ CONCRETE
1/4
1/4
1/4
THIS SECTION OF PIPE
NOT TO BE WELDED
TO VERTICAL POST
1/4
STOP BAR
STOP BAR
STOP BAR BLOCKWELDED TO
STATIONARY PIPE
105 DEGREES
(TYP.)
ZERK GREASE FITTING
1/8" DRILLED HOLE (TYP.)
POSITION STOP BAR AND
ASSOCIATED BLOCKS TO
ALLOW GATE TO SWING OUT
J-CHANNEL BORDER & HEAVYGAUGE METAL SIDING
9"
4 '-0"
9"
2 " M I N.
4 '-0"
CEMENT WASH DOME, SLOPED
FOR DRAINAGE AS REQ'D.
6" DIA. GALV. ST'L PIPE
BOLLARD, FILLED SOLID W/
GROUT & PAINTED YELLOW,
TYP.
SLOPED TOP OF CONC. AWAY
FROM BOLLARD
PAVEMENT, CONCRETE, OR
GRADE AS PER LOCATION.
18" DIA. CONC. FOUNDATION
14" LONG, #6 REBARS EA.
WAY THRU BOLLARD
4" CMU
GROUTED SOLID
11 1/4"
EQEQ 4 3 /4"
1"
6"
4" FACE BRICK
PRE-FAB PRE-CAST STONE CAP
ANCHORED TO WALL. SLOPED
FOR DRAINAGE
CAP DOWELED TO MASONRY
BELOW. (MIN.) 2 PER STONE, OR
AS REQ'D BY MANUFACTURER
BRICK ANCHORS SECURED TO
CMU (SEE STRUCTURAL)
GROUT AIR SPACE SOLID
REFER TO STRUCT. DWGS.
MEMBRANE FLASHING OVER TOP
OF MASONRY. SEALED @ DOWELS
SOLDIER COURSE
CONC. FOOTING
(SEE STRUCTURAL)
T.O. FOOTING
(SEE STRUCTURAL)
CONC. SIDEWALK, OR
GRADE (REFER TO CIVIL)
T.O. CMU
+2'-8" A.F.F.
TRASH ENCLOSURE SLAB
REFER TO CIVIL & STRUCT. DWGS.
4" CMU
GROUT AIR SPACE SOLID
REFER TO STRUCT. DWGS.
4" FACE BRICK
STL. REINFORCEMENT
REFER TO STRUCT. DWGS.
10"
9 1/4"
3/4"
(S EE
PL
A N)
F R O ST
S L A B D E P TH
2 '-8"
2'-0"
3 '-0"
1 '-6"
1 '-6"
2'-0"2'-0"2'-0"2'-0"
EXPANSION JOINT
LAYOUT (SEE PLAN FOR SPACING)
2'-0"
V A R I ES
3 '-0"
3 '-0"
3 '-0"
CONC. FOOTING
(SEE STRUCTURAL)
T.O. FOOTING
(SEE STRUCTURAL)
CONC. SIDEWALK, OR
GRADE (REFER TO CIVIL)
T.O. CMU
+2'-8" A.F.F.
TRASH ENCLOSURE SLAB
REFER TO CIVIL & STRUCT. DWGS.
4" CMU
GROUT AIR SPACE SOLID
REFER TO STRUCT. DWGS.
3/4"
4" FACE BRICK
STL. REINFORCEMENT
REFER TO STRUCT. DWGS.
ALIGN CMU COURSING AS
REQUIRED FOR REINFORCING
9 1/4"
A0.001
A r c h i t e c t u r a l S i t e Pl
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S O U T H E A S T C O R N E R O F 1 1 6 T H S T R E E T A N D S P R I N G M I LL
R O AD
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2
6
Da
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1
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Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 08/21/2015
Bid / Permit 08/28/2015
Structural Revs &
QA/QC Review
09/16/2015
For Construction 10/22/2015
Bulletin - Rev. 2 xx/xx/2015
NORTH
SCALE 1/32" = 1'-0"
SITE PLANARCHITECTURAL
1
SCALE 3/8" = 1'-0"
GATE HINGE DETAILTRASH ENCLOSURE
2
NOTE:
1.REFER TO CIVIL DOCUMENTS FROM AMERICAN STRUCTUREPOINT FOR ALL CIVIL CONSTRUCTION
OUTSIDE OF BUILDING CONSTRUCTION SCOPE.
2.AREA OF WORK SHOWN SHADED.
SCALE 1/2" = 1'-0"
BOLLARD DETAIL3
SCALE 3/4" = 1'-0"
DETAILTRASH ENCLOSURE
7a
SCALE 3/4" = 1'-0"
DETAILTRASH ENCLOSURE
8
SCALE 1/2" = 1'-0"
PATTERN DETAILSIDEWALK JOINT
3
SCALE 3/4" = 1'-0"
DETAILTRASH ENCLOSURE
7b
3 4 '-2 5 /8"
3 4 '-2 5 /8"
1 '-5 3 /8"
2 '-5 3 /8"
5'-0"
LANDSCAPE BED (TYP.)
(REFER TO LANDSCAPING)
E
.
J
.
1
2
'
-
0
"
(
6
)
E
Q
S
P
A
C
E
S
1
4
'
-
8
1
/
4
"
4 '-0"
3
A2.002
BENCH
TYPICAL
OF (4)
4
4
'
-
0
1
/
8
"
2 4 '-8 3 /4"
2
1
'
-
3
3
/
8
"
46°
5
4
°
44'-8 5/8"
4
4
°
36°
9
0
°
90°
9
0
°
9
0
°
10'-0"
10'-0"
7'-0"
90°
CENTER LINE OF
WALKWAY
WORK
POINT
FENCING: AMERISTAR,
ECHELON PLUS
MAJESTIC SERIES BY
LL, 42" HIGH w/ BLACK
FINISH. (3) SIDES OF
OUTDOOR SEATING
AREA @ 4" FROM
EDGE OF PLANTING
BED & SIDEWALK
LIGHT POLE
REFER TO
ELECTRICAL
WORK POINT
RUBBERIZED
PLAYGROUND
SURFACE
"GREY BLEND"DECOMPOSED
GRANITE
MULCH
FENCING: AMERISTAR, ECHELON
PLUS MAJESTIC SERIES BY LL,
42" HIGH w/ BLACK FINISH. (3)
SIDES OF OUTDOOR SEATING
AREA @ 4" FROM EDGE OF
PLANTING BED & SIDEWALK
ADA ACCESSIBLE
RAMPS & SIGNAGE
(REFER TO CIVIL)
1'-6"
LANDSCAPE BED (TYP.)
(REFER TO
LANDSCAPING)
R 24 '-0"
R 3 3 '-6"
R 1 8 '-0"
R 4 2 '-6"
36°
4'-0"
3'-5 1/2"
2'-0 1/2"7'-11 7/8"
12'-0"
(6) EQ SPACES
BUILDING #2
TRANSFORMER
REFER TO
ELECTRICAL
1
5
'
-
0
"
2 '-6"
5
'
-
4
3
/
4
"
SCORED
CONCRETE
18"X18"
SCORED
CONCRETE
18"X18"
SCORED
CONCRETE
18"X18"
1
2
'
-
0
"
(
6
)
E
Q
S
P
A
C
E
S
ES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0 1/8"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
TRELLIS
ABOVE
E
.
J
.
E
.
J
.
E.J.E.J.E.J.E.J.E.J.
E.J.
E.J.E.J.
E.J.
D1
D2
PLAY GROUND
EQUIPMENT
SELECTED BY
OWNER
INSTALLED BY
OTHERS
FALL ZONE -
CONFIRM DIMS
W/ EQUIP MAN
& OWNER
COMPACT SUBGRADE
COMPACTED #53 STONE OR
FOUNDATION BACKFILL
PLANTING BED
GEOTEXTILE SEPARATION
FABRIC
DECOMPOSED GRANITE
STONE MULCH
METAL EDGING FLUSH WITH
ADJACENT CONDITIONS4"
2"
4"
18" STAKES 36" O.C. TWO
STAKES MIN./EDGE SECTION
UNDISTURBED EXISTING
SOILCOMPACTED SUBGRADE
COMPACTED #53 STONE OR
FOUNDATION BACKFILL
GEOTEXTILE SEPARATION
FABRIC
DECOMPOSED GRANITE
STONE MULCH
METAL EDGING FLUSH WITH
ADJACENT CONDITIONSIMPAC
T CO
U R SE
T O T A L D E P T H V A R I ES
W / FA
LL
H T . R E Q M 'TS
5 5 /8"
18" STAKES 36" O.C. TWO
STAKES MIN./EDGE SECTION
SLOPE 14" PER 1'-0"
38" WEAR COURSE
RUBBERIZED PLAY SURFACE
TRANSITION ZONEFALL ZONE SLOPE PER ADA / MANUF SPEC
A2.001
B u il
d i ng
2
A r c h i t e c t u r a l S i t e P l an
NORTH
SCALE 1/8" = 1'-0"
HARDSCAPE & SITE PLANBUILDING 2 & PLAZA
1
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R O AD
J ob
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2
6
Da
te
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A ug
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
BUILDING #1
REFER TO A1.001
M A T C H L
I NE
M A T C H L
I NE
SCALE 1-1/2" = 1'-0"
SECTION DETAILDECOMPOSED GRANITE : LANDSCAPE
D1
SCALE 1-1/2" = 1'-0"
SECTION DETAILPLAY SURFACE: DECOMPOSED GRANITE
D2
2
A2.002
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
3'-8 5/8"
BUILDING #2
2
0
'
-
0
"
(
4
)
E
Q
.
S
P
A
C
E
S
2
5
'
-
0
"
(
5
)
E
Q
U
A
L
S
P
A
C
E
S
2
5
'
-
0
"
(
5
)
E
Q
U
A
L
S
P
A
C
E
S
1
0
'
-
0
"
(
2
)
E
Q
S
P
C
S
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0"
(6) EQ SPACES
12'-0
(6) EQ SP
E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J.
LANDSCAPE BED (TYP.)
(REFER TO LANDSCAPING)
ELECTRICAL EQUIPMENT
REFER TO ELECTRICAL
ADA ACCESSIBLE
RAMPS & SIGNAGE
(REFER TO CIVIL)
FENCING: AMERISTAR, ECHELON
PLUS MAJESTIC SERIES BY LL, 42"
HIGH w/ BLACK FINISH. (3) SIDES
OF OUTDOOR SEATING AREA @ 4"
FROM EDGE OF PLANTING BED &
SIDEWALK
OUTDOOR SEATING
FOR SUITE 700
E.J.
E.J.
E.J.
E.J.
8'-0"
TYPICAL
4"8 '-0"
G A T ES
1'-4 3/4"
1 5 0°
8 '-0"
G A T ES
11 '-0"
10 '-1 0 7 /8"
1 '-0"
9 1 /4"
9 '-2 3 /4"
8"
1 '-0"
9 '-2 3 /4"
4"
4"
4"
HOLD WALL 1" FROM
FACE OF EXTERIOR
BUILDING FACADE
5
A2.002
SIM.
WS23
A2.312
TYP.
6
A2.002
SIM.
6
'-
1
1
1
/
4
"
1'-0"3'-9"4 3/4"
2 1 0°
5
A2.002
SIM.
S
L
O
P
E
C
O
N
C
.
@
1
/
8
"
P
E
R
F
T
.
M
I
N
.
E Q.
E Q.
4 '-4"
1 '-2"
4 '-4"
E Q.
E Q.
1 '-3"
1
'-
6
7
/
8
"
NOTE: ALL ST'L. IS TO BE HOT DIPPED GALV.,
PRIMED AND PAINTED. COLOR TO MATCH
GATE DOOR FINISH.
2
A0.001
TYP
J-CHANNEL BORDER
RECEPTOR FOR SIDING
@ EACH GATE.
STL.TUBE FRAME
GATE
STL.8'-0" X 6" DIA.
STL. PIPE GATE POST,
FILLED SOLID W/ CONC.
CENTERLINE OF
POSTS, TYP.
3" HORIZ. HEAVY GAUGE METAL
SIDING/SLATS PRIMED & PAINTED
w/ J-CHANNEL BORDER FRAME.
CANE BOLT - STANLEY #1009
STL 12" ONE PER GATE WELD
TO STL ON GATE
HEAVY DUTY CASTER, ONE
PER GATE DOOR
CONC. FOOTING
REFER TO
STRUCT. DWGS.
7 '-4"
8"
4 '-3"
8"
5"
1 '-8"
SKEWED
4"
SKEWED
7 '-4"
8"
4 '-3"
8"
5"
1 '-8"
4"
4
A2.002
6
A2.002
7'-3 3/8"
HOLD WALL 1" FROM
FACE OF EXTERIOR
BUILDING FACADE
9 '-5"
9'-8 1/2"
2 1 0°
1 5 0°
9 1 /4"
1"
9 '-6"
9 1 /4"
7 '-6"
A2.002
B u il
d i ng
2
A r c h i t e c t u r a l S i t e P l an
SCALE 1/8" = 1'-0"
HARDSCAPE & SITE PLANBUILDING 2
1
SCALE 1/4" = 1'-0"
PLAN DETAILTRASH ENCLOSURE
2
SCALE 1/4" = 1'-0"
SIDE ELEVATIONTRASH ENCLOSURE
4
SCALE 1/4" = 1'-0"
FRONT ELEVATIONTRASH ENCLOSURE
5
SCALE 1/4" = 1'-0"
SIDE ELEVATIONTRASH ENCLOSURE
6
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R O AD
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2 0 10
2
6
Da
te
:
A ug
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20
1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
NORTH
M A T C H L
I NE
M A T C H L
I NE
SCALE 1/4" = 1'-0"
PLAN DETAILTRASH ENCLOSURE
3
A0.151
R o o f D e t a il
s
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S O U T H E A S T C O R N E R O F 1 1 6 T H S T R E E T A N D S P R I N G M I LL
R O AD
J ob
N o .:
DY
2 0 10
2
6
Da
te
:
A ug
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s t 2 1 ,
20
1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 08/21/2015
Bid / Permit 08/28/2015
Structural Revs &
QA/QC Review
09/16/2015
For Construction 10/22/2015
Bulletin - Rev. 2 xx/xx/2015
SCALE 1-1/2" = 1'-0"
ROOF DRAIN DETAIL2
SCALE 3/4" = 1'-0"
ROOF HATCH DETAIL1
SCALE 1-1/2" = 1'-0"
ROOF / OVERFLOW DRAIN DETAIL3
SCALE 1-1/2" = 1'-0"
ROOF / OVERFLOW DRAIN DETAILALTERNATIVE
4
SCALE 1-1/2" = 1'-0"
SIDEWALL SCUPPER DETAILALTERNATIVE
5
A0.200
E x t e r i o r M a t e r i a l F i n i s h L e g e nd
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R O AD
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6
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Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 08/21/2015
Bid / Permit 08/28/2015
Structural Revs &
QA/QC Review
09/16/2015
For Construction 10/22/2015
Bulletin - Rev. 2 xx/xx/2015
SCALE 1-1/2" = 1'-0"
CONTROL JOINT DETAILTYP. C.M.U.
1
SCALE 1-1/2" = 1'-0"
CONTROL JOINT DETAILTYP. C.M.U. VENEER
2
SCALE 1-1/2" = 1'-0"
EXPANSION JOINT DETAILTYP. BRICK
3
SCALE 6" = 1'-0"
"V" GROOVE EIFS DETAILHORIZONTAL & VERTICAL
4
SCALE 1-1/2" = 1'-0"
PLAN DETAILDEMISING WALL @ COLUMN
5
SCALE 1-1/2" = 1'-0"
PLAN DETAILDEMISING WALL @ GLAZING
6
SCALE 1/2" = 1'-0"
AWNING DETAILTYPE 'A'
7
SCALE 1/2" = 1'-0"
AWNING DETAILTYPE 'B'
8
SCALE 1/2" = 1'-0"
AWNING DETAILTYPE 'C'
9
SCALE 1/2" = 1'-0"
AWNING DETAIL10
SCALE 3" = 1'-0"
AWNING BLOCKING DETAIL11
SCALE 1/2" = 1'-0"
AWNING DETAILTYPE 'D'
12
A0.500
D o o r S c h e d u le
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R O AD
J ob
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2 0 10
2
6
Da
te
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 08/21/2015
Bid / Permit 08/28/2015
Structural Revs &
QA/QC Review
09/16/2015
For Construction 10/22/2015
Bulletin - Rev. 2 xx/xx/2015
SCALE 1/4" = 1'-0"
DOOR FRAME TYPESEXTERIOR/INTERIOR
2
SCALE 1/4" = 1'-0"
DOOR TYPESINTERIOR / EXTERIOR
1
SCALE 1 1/2" = 1'-0"
SILL DETAILSERVICE DOOR
D3a
SCALE 1 1/2" = 1'-0"
HEAD/TRANSOM DETAILFRONT ENTRY DOOR
D4b
SCALE 1 1/2" = 1'-0"
SILL DETAILFRONT ENTRY DOOR
D4a
SCALE 1 1/2" = 1'-0"
HEAD/TRANSOM DETAILFRONT ENTRY DOOR
D5b
SCALE 1 1/2" = 1'-0"
HEAD DETAILSERVICE DOOR
D6b
SCALE 1 1/2" = 1'-0"
JAMB DETAILSERVICE DOOR
D6c
SCALE 1 1/2" = 1'-0"
HEAD DETAILSERVICE DOOR
D7b
SCALE 1 1/2" = 1'-0"
JAMB DETAILSERVICE DOOR
D7c
SCALE 1 1/2" = 1'-0"
HEAD DETAILSERVICE DOOR
D8b
DETAIL ADDED DETAIL ADDED
DETAIL ADDEDDETAIL ADDED
DETAIL ADDED
SCALE 1/4" = 1'-0"
STOREFRONT ELEVATIONSBUILDING 2
1 A0.502
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S t o r e f r o n t El
e v a t i on
s
STOREFRONT NOTES:
1.STOREFRONT FRAMING IS BASED ON SYSTEM AS MANUFACTURED BY KAWNEER (REFER TO SPECIFICATIONS).
SYSTEM LAYOUT SHOWN UTILIZES VERTICAL MULLIONS @ EVERY 5'-0" o.c. FOR STANDARDIZATION AT
TENANTS AND EASE OF DOOR/SIDELITE INSTALLATION FOR FUTURE MODIFICATIONS NECESSARY, BUT WITH
10'-0" o.c. STRUCTURAL VERTICAL MULLION BAY SPACING. TENANT PAIR DOOR LOCATIONS ARE CENTERED
ON VERTICAL MULLIONS. STOREFRONT FRAMING & GLAZING SHALL BE REMOVED/MODIFIED AS REQUIRED
FOR DOOR INSTALLATION.
2.FINAL LOCATION OF STOREFRONT DOORS TO BE COORDINATED WITH OWNER & TENANT PRIOR TO
INSTALLATION. QUANTITIES AND SIZES MAY VARY. (TYP.)
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Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
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R O AD
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/16" = 1'-0"
OVERALL FLOOR PLANBUILDING 2
1
1.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO START OF CONSTRUCTION. ADVISE ARCHITECT
OF ANY DISCREPANCIES PRIOR TO STARTING
WORK.
2.ALL DIMENSIONS GIVEN ARE TO FACE OF FINISH
WORK UNLESS OTHERWISE NOTED. DIMENSIONS
AT DEMISING WALLS ARE TO CENTER LINE OF
STUD.
3.SEE WALL SECTION SERIES A#.300's & PLAN
DETAIL SERIES A#.400's SHEETS FOR ADDITIONAL
WALL CONSTRUCTION INFO.
4.REFER TO DOOR/STOREFRONT SERIES SHEETS
A0.500, A0.501 FOR SCHEDULES, TYPES, FRAMES,
AND HARDWARE REFERENCED ON PLAN &
ELEVATIONS.
5.REFER TO OWNER CONTRACTED CIVIL
CONSULTANT'S DOCUMENTS FOR SITE INFO
RELATED TO CURB CONSTRUCTION AND ALL SCOPE
OUTSIDE OF BUILDING BOUNDARY INCLUDING
BUT NOT LIMITED TO DEMOLITION, GRADING,
UTILITY, DRAINAGE, EROSION CONTROL, SWPPP,
AND SITE DETAILS, ETC.
6.REFER TO OWNER CONTRACTED LANDSCAPE
CONSULTANT'S DOCUMENTS FOR INFORMATION
RELATING TO LANDSCAPE INCLUDING BUT NOT
LIMITED TO BEDS, PLANTINGS, IN-GROUND
PLANTERS, PLANTING DETAILS, ETC.
7.FLOOR SLABS WITHIN THE PREMISES (WHERE
APPLICABLE BASED ON LEASE) SHALL BE TURNED
OVER TO THE TENANT UNIFORM IN COLOR, FREE
OF STAINS, SPILLS, MARRING, OR VISIBLE
DEFECTS, WITHOUT NEED FOR TOPPING AND/OR
GRINDING.
9.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVES & DOCUMENTS FINAL
LOCATIONS FOR ALL UNDERGROUND UTILITIES
WHICH REQUIRE REVIEW OF CONSTRUCTION
PRIOR TO INSTALLATION OF ANY CONCRETE SLAB
OR COVER.
10.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVE & DOCUMENTS TIMING OF
UTILITY WORK WITHIN EACH SPACE PRIOR TO ANY
IN WALL ELECTRICAL WORK PRIOR TO CLOSING IN
WITH GYPSUM BOARD FINISH.
11.COORDINATE SHELL CONSTRUCTION w/ FUTURE
TENANT FIT-OUT CONSTRUCTION ONCE AVAILABLE
AND MAKE ARCHITECT AWARE OF ANY
CONSTRUCTION DISCREPANCIES.
12. COORDINATE FINAL DOOR AND AWNING
LOCATIONS W/ TENANT AND LL, TYP.
PLAN GENERAL NOTES:
NORTH
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R O AD
J ob
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2 0 10
2
6
Da
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:
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2
1
1.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO START OF CONSTRUCTION. ADVISE ARCHITECT
OF ANY DISCREPANCIES PRIOR TO STARTING
WORK.
2.ALL DIMENSIONS GIVEN ARE TO FACE OF FINISH
WORK UNLESS OTHERWISE NOTED. DIMENSIONS
AT DEMISING WALLS ARE TO CENTER LINE OF
STUD.
3.SEE WALL SECTION SERIES A#.300's & PLAN
DETAIL SERIES A#.400's SHEETS FOR ADDITIONAL
WALL CONSTRUCTION INFO.
4.REFER TO DOOR/STOREFRONT SERIES SHEETS
A0.500, A0.501 FOR SCHEDULES, TYPES, FRAMES,
AND HARDWARE REFERENCED ON PLAN &
ELEVATIONS.
5.REFER TO OWNER CONTRACTED CIVIL
CONSULTANT'S DOCUMENTS FOR SITE INFO
RELATED TO CURB CONSTRUCTION AND ALL SCOPE
OUTSIDE OF BUILDING BOUNDARY INCLUDING
BUT NOT LIMITED TO DEMOLITION, GRADING,
UTILITY, DRAINAGE, EROSION CONTROL, SWPPP,
AND SITE DETAILS, ETC.
6.REFER TO OWNER CONTRACTED LANDSCAPE
CONSULTANT'S DOCUMENTS FOR INFORMATION
RELATING TO LANDSCAPE INCLUDING BUT NOT
LIMITED TO BEDS, PLANTINGS, IN-GROUND
PLANTERS, PLANTING DETAILS, ETC.
7.FLOOR SLABS WITHIN THE PREMISES (WHERE
APPLICABLE BASED ON LEASE) SHALL BE TURNED
OVER TO THE TENANT UNIFORM IN COLOR, FREE
OF STAINS, SPILLS, MARRING, OR VISIBLE
DEFECTS, WITHOUT NEED FOR TOPPING AND/OR
GRINDING.
9.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVES & DOCUMENTS FINAL
LOCATIONS FOR ALL UNDERGROUND UTILITIES
WHICH REQUIRE REVIEW OF CONSTRUCTION
PRIOR TO INSTALLATION OF ANY CONCRETE SLAB
OR COVER.
10.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVE & DOCUMENTS TIMING OF
UTILITY WORK WITHIN EACH SPACE PRIOR TO ANY
IN WALL ELECTRICAL WORK PRIOR TO CLOSING IN
WITH GYPSUM BOARD FINISH.
11.COORDINATE SHELL CONSTRUCTION w/ FUTURE
TENANT FIT-OUT CONSTRUCTION ONCE AVAILABLE
AND MAKE ARCHITECT AWARE OF ANY
CONSTRUCTION DISCREPANCIES.
12. COORDINATE FINAL DOOR AND AWNING
LOCATIONS W/ TENANT AND LL, TYP.
PLAN GENERAL NOTES:
M A T C H L
I NE
M A T C H L
I NE
NORTH
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R O AD
J ob
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2 0 10
2
6
Da
te
:
A ug
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s t 2 1 ,
20
1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2
1
1.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO START OF CONSTRUCTION. ADVISE ARCHITECT
OF ANY DISCREPANCIES PRIOR TO STARTING
WORK.
2.ALL DIMENSIONS GIVEN ARE TO FACE OF FINISH
WORK UNLESS OTHERWISE NOTED. DIMENSIONS
AT DEMISING WALLS ARE TO CENTER LINE OF
STUD.
3.SEE WALL SECTION SERIES A#.300's & PLAN
DETAIL SERIES A#.400's SHEETS FOR ADDITIONAL
WALL CONSTRUCTION INFO.
4.REFER TO DOOR/STOREFRONT SERIES SHEETS
A0.500, A0.501 FOR SCHEDULES, TYPES, FRAMES,
AND HARDWARE REFERENCED ON PLAN &
ELEVATIONS.
5.REFER TO OWNER CONTRACTED CIVIL
CONSULTANT'S DOCUMENTS FOR SITE INFO
RELATED TO CURB CONSTRUCTION AND ALL SCOPE
OUTSIDE OF BUILDING BOUNDARY INCLUDING
BUT NOT LIMITED TO DEMOLITION, GRADING,
UTILITY, DRAINAGE, EROSION CONTROL, SWPPP,
AND SITE DETAILS, ETC.
6.REFER TO OWNER CONTRACTED LANDSCAPE
CONSULTANT'S DOCUMENTS FOR INFORMATION
RELATING TO LANDSCAPE INCLUDING BUT NOT
LIMITED TO BEDS, PLANTINGS, IN-GROUND
PLANTERS, PLANTING DETAILS, ETC.
7.FLOOR SLABS WITHIN THE PREMISES (WHERE
APPLICABLE BASED ON LEASE) SHALL BE TURNED
OVER TO THE TENANT UNIFORM IN COLOR, FREE
OF STAINS, SPILLS, MARRING, OR VISIBLE
DEFECTS, WITHOUT NEED FOR TOPPING AND/OR
GRINDING.
9.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVES & DOCUMENTS FINAL
LOCATIONS FOR ALL UNDERGROUND UTILITIES
WHICH REQUIRE REVIEW OF CONSTRUCTION
PRIOR TO INSTALLATION OF ANY CONCRETE SLAB
OR COVER.
10.COORDINATE WITH LANDLORD'S AND TENANT'S
REPRESENTATIVE & DOCUMENTS TIMING OF
UTILITY WORK WITHIN EACH SPACE PRIOR TO ANY
IN WALL ELECTRICAL WORK PRIOR TO CLOSING IN
WITH GYPSUM BOARD FINISH.
11.COORDINATE SHELL CONSTRUCTION w/ FUTURE
TENANT FIT-OUT CONSTRUCTION ONCE AVAILABLE
AND MAKE ARCHITECT AWARE OF ANY
CONSTRUCTION DISCREPANCIES.
12. COORDINATE FINAL DOOR AND AWNING
LOCATIONS W/ TENANT AND LL, TYP.
PLAN GENERAL NOTES:
M A T C H L
I NE
M A T C H L
I NE
NORTH
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R O AD
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2
6
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Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/16" = 1'-0"
REFLECTED CEILING PLANBUILDING 2
1
GENERAL NOTES:
1.AWNINGS / CANOPIES TO BE CENTERED OVER
DOORS / OPENINGS.
2.REFER TO DETAIL 7-11 / A0.200 FOR AWNING
INFORMATION. REFER TO RCP's FOR SPECIFIC
LOCATION AND MOUNTING HEIGHTS.
3.REFER TO ELEVATIONS AND ELECTRICAL
DRAWINGS FOR EXTERIOR LIGHTING LOCATIONS.
4.REFER TO STRUCTURAL DRAWINGS FOR WOOD
HEADER FRAMING REQUIRED @ PERIMETER
STOREFRONT, DOOR, AND MISC. OPENINGS.
REFLECTED CEILING PLAN
NORTH
SCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - NE TOWER
2 NORTH
SCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - EAST TOWER
3 NORTHSCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - SE TOWER
4 NORTH
SCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - SW TOWER
5 NORTH
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R O AD
J ob
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2 0 10
2
6
Da
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/16" = 1'-0"
REFLECTED CEILING PLANBUILDING 2
1
GENERAL NOTES:
1.AWNINGS / CANOPIES TO BE CENTERED OVER
DOORS / OPENINGS.
2.REFER TO DETAIL 7-11 / A0.200 FOR AWNING
INFORMATION. REFER TO RCP's FOR SPECIFIC
LOCATION AND MOUNTING HEIGHTS.
3.REFER TO ELEVATIONS AND ELECTRICAL
DRAWINGS FOR EXTERIOR LIGHTING LOCATIONS.
4.REFER TO STRUCTURAL DRAWINGS FOR WOOD
HEADER FRAMING REQUIRED @ PERIMETER
STOREFRONT, DOOR, AND MISC. OPENINGS.
REFLECTED CEILING PLAN
SCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - TRELLIS (BID ALT #1)
2
SCALE 1/8" = 1'-0"
PARTIAL CEILING PLANBUILDING 2 - EAST CANOPY
3 NORTHNORTH
NORTH
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R O AD
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2 0 10
2
6
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1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/16" = 1'-0"
OVERALL ROOF PLANBUILDING 2
1
ROOF PLAN GENERAL NOTES:
1.HVAC UNITS & COORDINATION NOT PART OF L.L.
SHELL SCOPE. COORDINATE ROOF TOP
EQUIPMENT LOCATIONS WITH FUTURE TENANT FIT
OUT DRAWINGS AND L.L. REPRESENTATIVE PRIOR
TO PROCUREMENT OR INSTALLATION OF ANY
ROOF TOP EQUIPMENT.
2.REFER TO ROOFTOP HVAC ZONES FOR REQUIRED
UNIT LOCATIONS TO MEET VISUAL SCREENING
REQUIREMENTS. ALSO REFER TO STRUCTURAL
FOR FUTURE RTU PLACEMENT TO DISTRIBUTE
LOADS AS REQUIRED OVER WOOD TRUSS
FRAMING.
3.PROVIDE ROOF PATCHING AT ALL PENETRATIONS
AS REQUIRED.
4.PROVIDE VENTILATION FOR ALL ROOF
OVERBUILDS, TYP., 1 SQ SF NET FREE AREA PER
300 SF. EQUALLY DISTRIBUTED BETWEEN INTAKE
& EXHAUST VENTS. SEE SECTIONS AND DETAILS
FOR GENERAL INFORMATION & LOCATIONS.
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2 - EAST TOWER
3
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2 - NE TOWER
2
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2 - SW TOWER
5
NORTHNORTH
NORTH
SCALE 1/8" = 1'-0"
PARTIAL FLOOR PLANBUILDING 2 - SE TOWER
4 NORTH
5.ALL ROOF DRAIN LINES AND OVERFLOW LINES TO
RUN AS CLOSE AS POSSIBLE TO UNDERSIDE OF
ROOF DECK, WITHIN TRUSS FRAMING. DO NOT
RUN LATERALS BELOW BOTTOM CHORDS OF
TRUSS UNTIL AFTER COLLECTION & OUT TO REAR
WALL.
6.PROVIDE 30" X 30" WALKWAY PADS ON ALL
WORKING (MAINTENANCE AND REPAIR ACCESS)
SIDES OF FUTURE RTU'S.
7.ALL ROOFING AT OVERHANGS TO SLOPE BACK TO
MAIN ROOF FOR DRAINAGE.
8.PROVIDE TAPERED INSULATION AND CRICKETS
REQUIRED FOR PROPER DRAINAGE TO ROOF
DRAINS AS NOTED.
9.DIAGONAL ROOF CANTS REQUIRED FOR UNBRACED
PARAPET WALL HEIGHTS IN MANY LOCATIONS.
REFER TO WALL SECTIONS & STRUCTURAL FOR
MORE INFORMATION.
NORTH
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R O AD
J ob
N o .:
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2 0 10
2
6
Da
te
:
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20
1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
ROOF PLAN GENERAL NOTES:
1.HVAC UNITS & COORDINATION NOT PART OF L.L.
SHELL SCOPE. COORDINATE ROOF TOP
EQUIPMENT LOCATIONS WITH FUTURE TENANT FIT
OUT DRAWINGS AND L.L. REPRESENTATIVE PRIOR
TO PROCUREMENT OR INSTALLATION OF ANY
ROOF TOP EQUIPMENT.
2.REFER TO ROOFTOP HVAC ZONES FOR REQUIRED
UNIT LOCATIONS TO MEET VISUAL SCREENING
REQUIREMENTS. ALSO REFER TO STRUCTURAL
FOR FUTURE RTU PLACEMENT TO DISTRIBUTE
LOADS AS REQUIRED OVER WOOD TRUSS
FRAMING.
3.PROVIDE ROOF PATCHING AT ALL PENETRATIONS
AS REQUIRED.
4.PROVIDE VENTILATION FOR ALL ROOF
OVERBUILDS, TYP., 1 SQ SF NET FREE AREA PER
300 SF. EQUALLY DISTRIBUTED BETWEEN INTAKE
& EXHAUST VENTS. SEE SECTIONS AND DETAILS
FOR GENERAL INFORMATION & LOCATIONS.
5.ALL ROOF DRAIN LINES AND OVERFLOW LINES TO
RUN AS CLOSE AS POSSIBLE TO UNDERSIDE OF
ROOF DECK, WITHIN TRUSS FRAMING. DO NOT
RUN LATERALS BELOW BOTTOM CHORDS OF
TRUSS UNTIL AFTER COLLECTION & OUT TO REAR
WALL.
6.PROVIDE 30" X 30" WALKWAY PADS ON ALL
WORKING (MAINTENANCE AND REPAIR ACCESS)
SIDES OF FUTURE RTU'S.
7.ALL ROOFING AT OVERHANGS TO SLOPE BACK TO
MAIN ROOF FOR DRAINAGE.
8.PROVIDE TAPERED INSULATION AND CRICKETS
REQUIRED FOR PROPER DRAINAGE TO ROOF
DRAINS AS NOTED.
M A T C H L
I NE
M A T C H L
I NE
SCALE 1/8" = 1'-0"
PARTIAL ROOF PLANBUILDING 2
1 NORTH
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R O AD
J ob
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2
6
Da
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:
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20
1
5
Issue: Date:
D r aw
n :
K Z , A S , C JR
C he
c k ed
: TB
,
K
Z
Owner Review 10/16/2015
Bid/Permit 11/09/2015
ROOF PLAN GENERAL NOTES:
1.HVAC UNITS & COORDINATION NOT PART OF L.L.
SHELL SCOPE. COORDINATE ROOF TOP
EQUIPMENT LOCATIONS WITH FUTURE TENANT FIT
OUT DRAWINGS AND L.L. REPRESENTATIVE PRIOR
TO PROCUREMENT OR INSTALLATION OF ANY
ROOF TOP EQUIPMENT.
2.REFER TO ROOFTOP HVAC ZONES FOR REQUIRED
UNIT LOCATIONS TO MEET VISUAL SCREENING
REQUIREMENTS. ALSO REFER TO STRUCTURAL
FOR FUTURE RTU PLACEMENT TO DISTRIBUTE
LOADS AS REQUIRED OVER WOOD TRUSS
FRAMING.
3.PROVIDE ROOF PATCHING AT ALL PENETRATIONS
AS REQUIRED.
4.PROVIDE VENTILATION FOR ALL ROOF
OVERBUILDS, TYP., 1 SQ SF NET FREE AREA PER
300 SF. EQUALLY DISTRIBUTED BETWEEN INTAKE
& EXHAUST VENTS. SEE SECTIONS AND DETAILS
FOR GENERAL INFORMATION & LOCATIONS.
5.ALL ROOF DRAIN LINES AND OVERFLOW LINES TO
RUN AS CLOSE AS POSSIBLE TO UNDERSIDE OF
ROOF DECK, WITHIN TRUSS FRAMING. DO NOT
RUN LATERALS BELOW BOTTOM CHORDS OF
TRUSS UNTIL AFTER COLLECTION & OUT TO REAR
WALL.
6.PROVIDE 30" X 30" WALKWAY PADS ON ALL
WORKING (MAINTENANCE AND REPAIR ACCESS)
SIDES OF FUTURE RTU'S.
7.ALL ROOFING AT OVERHANGS TO SLOPE BACK TO
MAIN ROOF FOR DRAINAGE.
8.PROVIDE TAPERED INSULATION AND CRICKETS
REQUIRED FOR PROPER DRAINAGE TO ROOF
DRAINS AS NOTED.
M A T C H L
I NE
M A T C H L
I NE
SCALE 1/8" = 1'-0"
PARTIAL ROOF PLANBUILDING 2
1 NORTH
A2.201
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/8" = 1'-0"
EAST ELEVATIONPARTIAL
E1
M A T C H L
I NE
M A T C H L
I NE
NOT TO SCALE
EAST ELEVATIONOVERALL
SCALE 1/8" = 1'-0"
EAST ELEVATIONPARTIAL
E1MATCH L
I NE
M A T C H L
I NE
SCALE 1/8" = 1'-0"
NORTH ELEVATIONSE CORNER TOWER (HIDDEN)
E5
SCALE 1/8" = 1'-0"
SOUTH ELEVATIONNE CORNER TOWER (HIDDEN)
E7
SCALE 1/8" = 1'-0"
NORTH ELEVATIONSE CENTER ELEMENT (HIDDEN)
E6
A2.201a
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E1b
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E1a
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANELS - SOUTH/EAST
D1
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANELS - EAST
D2
A2.201b
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E1d
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANELS - EAST
D4
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E1c
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANELS - EAST
D3
A2.202
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/8" = 1'-0"
NORTH ELEVATIONOVERALL
E2
SCALE 1/8" = 1'-0"
SOUTH ELEVATIONOVERALL
E4
SCALE 1/8" = 1'-0"
WEST ELEVATIONSE CORNER TOWER (HIDDEN)
E9
SCALE 1/8" = 1'-0"
EAST ELEVATIONSW CORNER TOWER (HIDDEN)
E8
A2.202a
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E2a
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E2b
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E4a
A2.203
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/8" = 1'-0"
WEST ELEVATIONPARTIAL
E3
NOT TO SCALE
WEST ELEVATIONOVERALL
SCALE 1/8" = 1'-0"
WEST ELEVATIONPARTIAL
E3
M A T C H L
I NE
M A T C H L
I NE
M A T C H L
I NE
M A T C H L
I NE
SCALE 1/8" = 1'-0"
SOUTH ELEVATIONTRASH ENCLOSURE (HIDDEN)
E6
SCALE 1/8" = 1'-0"
WEST ELEVATIONTRASH ENCLOSURE (HIDDEN)
E10
A2.203a
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E3a
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANELS - WEST
D5
SCALE 1/2" = 1'-0"
ELEVATION DETAILFINISH MATERIALS
E3b
SCALE 1/2" = 1'-0"
ELEVATION DETAILEIFS PANEL - WEST
D6
A2.301
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS1
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS2
A2.301a
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1-1/2" = 1'-0"
SECTION DETAILD1a
SCALE 1-1/2" = 1'-0"
SECTION DETAILD2b
SCALE 1-1/2" = 1'-0"
SECTION DETAILD1b
SCALE 1-1/2" = 1'-0"
SECTION DETAILD2a
A2.302
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS3
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS4
SCALE 1-1/2" = 1'-0"
SECTION DETAILD3a
SCALE 1-1/2" = 1'-0"
SECTION DETAILD4a
SCALE 1-1/2" = 1'-0"
SECTION DETAILD4b
A2.303
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS5
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS6
SCALE 1-1/2" = 1'-0"
SECTION DETAILD5a
SCALE 1-1/2" = 1'-0"
SECTION DETAILD5c
SCALE 1-1/2" = 1'-0"
SECTION DETAILD5b
A2.304
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS7
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS8
A2.305
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS9
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
A2.306
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS10
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS11
A2.307
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS12
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS13
A2.307a
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1-1/2" = 1'-0"
SECTION DETAILD12c
SCALE 1-1/2" = 1'-0"
SECTION DETAILD13b
SCALE 1-1/2" = 1'-0"
SECTION DETAILD13a
BID ALTERNATE #1
BID ALTERNATE #1
A2.308
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS14
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS15
SCALE 1-1/2" = 1'-0"
SECTION DETAILD15a
A2.309
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS16
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS17
SCALE 1-1/2" = 1'-0"
SECTION DETAILD17a
A2.310
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS18
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS19
SCALE 1-1/2" = 1'-0"
SECTION DETAILD18a
A2.311
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Owner Review 10/16/2015
Bid/Permit 11/09/2015
SCALE 1/2" = 1'-0"
WALL SECTIONWS20
SCALE 1/2" = 1'-0"
ENLARGED ELEVATION-
SCALE 1/2" = 1'-0"
WALL SECTIONWS21
SCALE 1 1/2" = 1'-0"
SECTION DETAILD21a
SCALE 1 1/2" = 1'-0"
SECTION DETAILD20a
A2.312
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R O AD
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EAST ELEVATIONDETAIL TAGS
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PLAN DETAILD2.1
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PLAN DETAILD1.2
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PLAN DETAILD1.3
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PLAN DETAILD2.2
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PLAN DETAILD2.3
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PLAN DETAILD1.4
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PLAN DETAILD2.4
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PLAN DETAILD1.5
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PLAN DETAILD1.6
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NORTH ELEVATIONDETAIL TAGS
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PLAN DETAILD8.1
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PLAN DETAILD9.1
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PLAN DETAILD10.1
SCALE 1/2" = 1'-0"
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PLAN DETAILD8.3
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PLAN DETAILD9.2
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PLAN DETAILD9.3
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PLAN DETAILD9.4
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PLAN DETAILD10.2
SCALE 1/2" = 1'-0"
PLAN DETAILD10.3
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PLAN DETAILD10.4 SCALE 3/32" = 1'-0"
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WEST ELEVATIONDETAIL TAGS
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SCALE 1/2" = 1'-0"
PLAN DETAILD12.1
SCALE 1/2" = 1'-0"
PLAN DETAILD13.1
SCALE 1/2" = 1'-0"
PLAN DETAILD13.2
SCALE 1/2" = 1'-0"
PLAN DETAILD13.3
SCALE 1/2" = 1'-0"
PLAN DETAILD13.4
SCALE 1/2" = 1'-0"
PLAN DETAILD11.1
SCALE 1/2" = 1'-0"
PLAN DETAILD11.2
SCALE 1/2" = 1'-0"
PLAN DETAILD11.3
SCALE 1/2" = 1'-0"
PLAN DETAILD11.4
SCALE 1/2" = 1'-0"
PLAN DETAILD12.2
SCALE 1/2" = 1'-0"
PLAN DETAILD12.3
SCALE 1/2" = 1'-0"
PLAN DETAILD12.4
SCALE 1/2" = 1'-0"
PLAN DETAILD14.1
SCALE 1/2" = 1'-0"
PLAN DETAILD14.2
SCALE 1/2" = 1'-0"
PLAN DETAILD14.3
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¤2015
3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
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Section 15010 - General Requirements
A. General
1. Specifications are applicable to all contractors and/or subcontractors for mechanical systems.
2. Check other plans and specifications and fully coordinate with other trades, owner and architect
requirements.
3. Conform to all general and special conditions of contract as specified by architect and/or owner.
4. Visit site, check facilities and conditions and make all necessary observations and measurements.
Note conditions under which work is to be performed and take all items into consideration in bid.
5. Systems are to be complete and workable in all respects, placed in operation and properly
adjusted.
6. Each contractor shall provide for his own clean-up, removal and legal disposal of all rubbish daily.
7. Contractor shall protect his work, his existing and adjacent property against weather.
8. Contractor to protect his work, materials, apparatus and fixtures from damage. Any work damaged
by failure to provide protection required, shall be removed and replaced with new material at the
contractor's expense.
9. Contractor must confirm all utility company requirements and connection points in field, prior to
starting work.
10. Arrange for and obtain owner's and insurance representative's permission for any service
shutdowns.
11. The contractor shall be solely responsible for construction means, methods, sequences of
construction and the safety of workmen.
12. No piping, ductwork, wiring, etc., shall be installed or routed above electrical panels and equipment
or through elevator equipment rooms.
13. The mechanical contractor shall coordinate with the electrical contractor and obtain a written
approval identifying the electrical characteristics of all mechanical equipment prior to ordering of
equipment. No additional payment will be made for lack of contractor coordination of electrical
characteristics.
14. During construction the contractor may uncover an existing condition that will have to be modified.
Any such work which comes under the jurisdiction of this contractor shall be done by this contractor
without extra cost to the owner, as though fully detailed on plans and/or described in the
specifications.
15. Work related to the existing building shall be coordinated to minimize interference or interruption of
normal building use by owner. Refer to architectural plans for phasing requirements.
B. Codes, permits, standards and regulations
1. Conform to all applicable codes (local, state, national codes, NFPA, OSHA, etc.), government
regulations, utility company requirements, and applicable standards.
2. Obtain permits and pay all fees. Arrange for all required inspections and approvals.
C. Related work specified elsewhere
1. Openings and chases, when shown on architectural drawings.
2. Temporary water service, sanitary facilities, fire protection and heating during construction.
3. Poured-in-place concrete.
4. Finished painting.
5. Electric power wiring.
D. Drawings
1. The systems as shown on mechanical drawings are diagrammatic. Confirm all dimensions by field
measurement.
2. The exact locations for fixtures, equipment and piping which is not covered by drawings, shall be
obtained from the architect or his representative in the field and the work shall be laid out
accordingly.
3. Drawings and specifications are intended to supplement one another. Any materials or labor called
for in one but not the other shall be furnished as if both were mentioned in the specifications and
shown on the drawings.
E. Base equipment, materials and substitutions
1. All equipment and materials shall be new, free of defects and UL labeled.
2. Base bid manufacturers are included in the specification or listed in schedules on the drawings. All
other manufacturers are considered substitution.
3. The name or make of any article, device, material, form of construction, fixture, etc., stated in this
specification, whether or not the words "or approved equal" are used, shall be known as a
"standard".
4. All proposals shall be based on "standards" specified.
5. The equipment schedules on the drawings indicate manufacturers equipment model numbers that
this design has been based on. The use of other manufacturer's equipment that is listed as
acceptable alternates that entails general trades, structural, mechanical, electrical, etc., revisions is
this contractor's responsibility. Any additional cost of such changes shall be paid by the contractor
submitting the acceptable alternates which necessitates changes in installing such submitted
alternate equipment, even though such costs may be part of another division of work.
6. Substitutions are subject to the approval of the owner. If a substitution is submitted, it is the
contractor's responsibility to evaluate it and certify that the substitution is equivalent in all respects
to the base specifications.
7. If substitutions are approved, notify all other contractors, subcontractors, etc., affected by the
substitution and fully coordinate with them. Any costs resulting from substitution, whether by this
contractor or others, shall be the responsibility of and paid for by the substituting contractor.
Approved shop drawings do not absolve this contractor from this responsibility.
8. All equipment shall be installed in full accordance with the manufacturer's data and installation
instructions. It is this contractor's responsibility to check and conform these requirements prior to
starting work.
F. Warranty
1. Fully warrant all materials, equipment and workmanship for one (1) year from date of acceptance.
2. Extend all manufacturer's warranties to owner, including five (5) year compressor and ten (10) year
heat exchanger extended warranty on HVAC equipment.
3. Repair or replace without charge to the owner all items found defective during the warranty period.
In the case of replacement or repair due to failure within the warranty period, the warranty on that
portion of the work shall be extended for a minimum period of one (1) year from the date of such
replacement or repair.
G. Shop drawing submittals
1. Submit shop drawings for mechanical, plumbing and fire protection systems, including but not
limited to sheetmetal, plumbing fixtures and equipment with adequate details and scales to clearly
show construction. Indicate the operating characteristics for each required item. Clearly identify
each item on the submittal as to mark, location and use, using the same identification as provided
on the construction documents.
2. Sheetmetal and fire protection drawings shall be fully dimensioned and coordinated based on field
verified building clearances and architectural ceiling layouts. Indicate structural, lighting, ductwork
and piping at all critical locations.
3. Contractor shall review and indicate his approval of each shop drawing prior to submittal for review.
Shop drawings will not be reviewed by the engineer unless the contractor's approval is noted. Do
not start work or fabrication until shop drawings have been reviewed by the engineer and returned
to the contractor.
4. Submittals will be reviewed only for general compliance with the contract documents and not for
dimensions or quantities. The submittal review shall not relieve the contractor of responsibility for
purchase of any item in full compliance with the contract documents or its complete and proper
installation.
5. Where submittals vary from the contract requirements, the contractor shall clearly indicate on
submittal or accompanying documents the nature and reason for the variations.
6. Each manufacturer or his representative must check the application of his equipment and certify at
time of shop drawing submittal that the equipment specified has been properly applied and can be
installed, serviced and maintained where indicated on the drawings. Advise engineer in writing with
submittal drawings of any potential problems. The manufacturer shall be responsible for any
changes that might be necessary because of physical characteristics of equipment that have not
been called to the engineer's attention at the time of submittal.
H. Record Drawings
1. Each contractor or subcontractor shall keep one (1) complete set of the contract drawings on the
job site on which he shall regularly record any deviations or changes from such contract drawings
made during construction.
2. These drawings shall record the installed location of all concealed equipment, piping, electric
service, sewers, wastes, vents, ducts, conduit, etc., by measure dimensions to each such item from
column centerlines or readily identifiable and accessible walls or corners of the building. Plans also
shall show invert elevation of sewers and top elevation of all other below-grade lines.
3. Record drawings shall be kept clean and undamaged and shall not be used for any purpose other
than recording deviations from working drawings and exact locations of concealed work.
4. After the project is completed, these drawings shall be delivered to the architect in good condition,
as a permanent record of the installation as actually constructed.
Section 15050 - Basic Materials and Methods
Section 15050 - Basic Materials and Methods
A. General
1. Provide all materials, labor, equipment, and accessories required to furnish and install the
mechanical items identified in this section.
2. This section includes basic mechanical materials and methods to complement other division 15
sections in this specification and requirements indicated on the mechanical drawings.
B. Excavation and Backfill
1. Perform all excavation and backfill required for installation of below-grade piping.
2. Excavate as required to install piping at required depth and pitch. Pipe to be laid on sand bedding
to give uniform bearing along length of pipe (sand inside building and interlocking aggregate
outside building).
3. Backfill with bedding material to a minimum of twelve (12) inches above top of pipe and compact.
Balance of backfill in indoor grass areas shall be clean earth up to six (6) inches above surrounding
grades. Backfill below finished floors shall be sand, and outdoors under paving shall be
interlocking aggregate and backfill shall be compacted in maximum twelve (12) inch layers.
4. All other excavations shall be backfilled with clean earth, excluding rubbish and boulders. Backfill
shall be thoroughly tamped and puddled.
5. Patch floor to match existing adjacent surfaces.
C. Supports and Hangers
1. Hangers and supports are to be provided to properly support, secure and align piping and to meet
field conditions and as manufactured by Grinnell or Michigan.
2. Spacing to comply with ASHRAE standards and local code requirements.
D. Escutcheons
1. Fit all pipe passing through walls, floors or ceilings in finished rooms with steel or brass
escutcheons. Where surface is to receive a paint finish make escutcheons prime painted;
otherwise make escutcheons nickel or chrome plated. Where piping is insulated, fit escutcheons
outside insulation.
E. Pipe Identification
1. Identify each pipe, valve in equipment rooms, above accessible ceilings and in accessible shafts.
2. Color code identification bands or marker backgrounds to identify contents of pipe and direction of
flow located near each valve and fitting, on both sides of pipe passing through walls and on long
runs at not over 20 foot intervals.
F. Access Panels
1. Contractor shall be responsible for providing all required access panels necessary for his work.
This includes any access panels required for HVAC, plumbing and fire protection. Contractor shall
also provide access panels for any existing conditions as required.
2. Refer to architectural drawings and specifications for type of access panel and coordinate locations
prior to any work.
I. Firestopping
1. All openings through fire rated walls, floors, and/or roofs for ductwork, piping, etc., shall be fire
sealed with calcium salicate, silicone "RTV" foam, "3M" fire rated sealants, Hilti Firetop Systems, or
approved equal to maintain the intended fire rating and associated UL ratings.
J. Cutting, Patching and Drilling
1. All cutting and patching of the building construction required for this work shall be by this contractor
unless shown on architectural drawings and confirmed as to size and location prior to new
construction. Cutting shall be in a neat and workmanlike manner.
2. Neatly saw cut all rectangular openings, set sleeve through opening, and finish patch or provide
trim flange around opening.
3. Neatly saw cut floors and patch floor to match existing, including floor covering.
4. Contractor shall field verify slab-on-grade or supported floor construction type prior to cutting.
Under no circumstances shall this contractor cut a structural floor slab, whether on grade or
supported, without prior written approval from the architect. If floor slab indicated to be cut on
mechanical plans is found to be structural in nature, do not cut. Contact architect immediately for
further directions.
5. Core drill and sleeve all round openings.
6. Do not cut any structural components without architect's written approval, including, but not limited
to roof joists, columns, floor joists, beams, girders, structural floor slabs, etc.
7. Patch and finish to match adjacent areas that have been cut, damaged or modified as a result of
the installation of the mechanical systems. Fire stop all penetrations of fire rated construction in a
code approved manner.
8. All contractors shall confirm with owner, prior to bid, times available for noise producing work such
as cutting and core drilling of floors, walls, etc., as well as times for work which requires access into
adjoining tenant spaces. Include any premium time in bid.
9. Exact location of roof top air conditioning units shall be approved by the structural engineer.
Mechanical contractor shall furnish and install all supplemental support steel for equipment and
roof penetrations after approval of structural engineer.
10. The mechanical contractor shall coordinate with the general contractor prior to construction. The
mechanical contractor shall provide information regarding openings in walls, floors, etc., concrete
equipment pads and foundations to the general contractor. IF the mechanical contractor fails to
comply with this request, or if incorrect information is given, the necessary cutting and patching will
be performed by the general contractor, at the mechanical contractor's expense.
11. Contractor shall field verify slab on grade floor construction type prior to cutting. Under no
circumstances shall the contractor cut a structural floor slab thicker than four (4") inches without
prior written approval from Engineer of Record. Notify Engineer of Record of any slab thickness
greater than four (4") inches prior to proceeding with any saw cutting.
Section 15100 - Insulation
A. General
1. Furnish all material, labor and equipment as required to install complete plumbing and HVAC
insulation as indicated on mechanical drawings and in these specifications.
2. Install in full accordance with manufacturer's recommendations.
B. Plumbing Insulation (as manufactured by Owens Corning, Knauf or Schuller)
1. Insulate all above grade hot and cold water piping with molded fiberglass having an all service
jacket.
B.a. Insulation thickness schedule:
1.1.Less than (<) 1-1/2" diameter pipe: 3/4" thick.
1.2.1-1/2"-8" diameter pipe: 1" thick.
2. Insulate all above-grade, horizontal rain conductors and roof drain sumps with one (1") inch thick
molded fiberglass having type ASJ jacket and manufactured by Owens-Corning Fiberglass
Company.
3. Include insulation of fittings and valves. Keep vapor barriers intact. Apply to manufacturer's
recommendations.
4. Handicapped lavatory insulation - insulate all exposed waste and water supply piping under
lavatory with safety covers per ADA requirements as manufactured by Plumberex Specialty
Products, McGuire or Truebro.
5. Repair sections of existing piping insulation damaged or damaged during this construction period.
Use insulation of same thickness as existing insulation, install new jacket lapping and sealed over
existing.
Section 15200 - Piping and Valves
A. General
1. Furnish all material, labor, equipment, and accessories as required to install complete plumbing
and HVAC piping systems as indicated on mechanical drawings and in these specifications.
2. Install in full accordance with local code requirements, other specification section requirements and
manufacturer's recommendations.
B. Connections to equipment furnished by others
1. Provide valved water and/or gas connection for equipment furnished by other contractors or owner.
2. Include accessories required by code, drawing or manufacturer's instructions.
3. Fully coordinate with kitchen equipment and laundry suppliers and confirm all rough-in
requirements prior to starting work.
C. Sanitary and Storm Sewers
1. Install sanitary and storm sewers, stacks, vents, drains, etc., as indicated on the drawings.
2. Sewers to be pitched a minimum of 1/4" per foot for 3" sizes and under and 1/8" per foot for 4"
sizes and larger or to grades indicated on drawings.
3. Changes in direction and branch connections shall be made with approved drainage fittings
compatible with the piping system material in which it is installed.
4. Install cleanouts at base of each vertical waste and rainwater stack, each change in a direction of
piping greater than 45 degrees, and within five (5) feet of main sewer after exiting the building.
5. All fixtures and sanitary drains shall be vented as indicated on drawings and in accordance with
code.
6.Vents are to be extended through roof as indicated on drawings and flashed with 4 lb. lead with
6.Vents are to be extended through roof as indicated on drawings and flashed with 4 lb. lead with
vent flashing top turned down two (2) inches minimum inside pipe.
7. Roof drains shall be provided with a flashing ring and a 30" X 30" X 4 lb. lead flashing properly
fastened to the flashing ring.
8. PVC piping shall not be installed unless permitted by code and shall not be installed in return air
plenums.
9. Sanitary/storm sewer and vent material shall be as follows:
C.a. Below grade storm and sanitary inside building
9.1.Service weight - cast iron pipe ASTM A-74-82 with ASTM C-564-80
neoprene compression joints or no-hub with clamps.
9.2.PVC-DWV plastic ASTM D-1785 with ASTM D-2665 DWV solvent weld
socket fittings.
C.b. Above grade sanitary/storm sewer and vent material shall be as follows:
9.1.No-hub cast iron pipe CISPI 1-301-78.
9.2.PVC-DWV plastic ASTM D-1785 with ASTM D-2665 DWV solvent weld
socket fittings.
9.3.SCH. 40 galvanized steel pipe ASTM A-120-83 with cast iron screwed
fittings ANSI B-16.22 1983.
C.c. Site storm and sanitary sewers
9.1.Up to 15" - PVC plastic ASTM D-3034 SDR 35 with ASTM D3212 gasket
joints.
9.2.18" and over - reinforced concrete pipe (RCP) ASTM C 76-83 with ASTM
C 443-79 rubber gasket joints.
D. Domestic Water Piping
1. Install domestic water piping as indicated on drawings. Include all fittings, valves, hangers, and
other accessories including water meter and backflow preventer. Extend domestic water piping to
all fixtures and equipment required for complete installation.
2. Include unions, or other disconnect means, stops or valves for isolation of fixtures and equipment.
Valves to be fully compatible with piping for service intended as manufactured by Nibco, Crane or
Milwaukee. Include hose or drain valves at low points where fixtures cannot be used for drainage.
3. Install shock absorbers at each quick closing fixture and where required to prevent water hammer
as manufactured by J.R. Smith, Sioux Chief or Zurn.
4. Hangers on insulated pipe to be outside of insulation, sized accordingly with a sufficient saddle to
protect insulation as manufactured by Grinnell or Michigan.
5. Domestic water piping shall be as follows:
D.a. Above grade - type "L" hard copper ASTM B 88-832 with wrought copper fittings
ASTM B 16.22 1980 and non-lead or antimony solder joints.
D.b. Below grade - type "K" soft copper without joints.
6. Flush, vent and sanitize all water piping with chlorine as required per AWWA, local building
department and health department codes.
7. Domestic hot and cold water piping under concrete floor to be covered with sand so that piping will
not become embedded in the floor slab.
8. All piping under concrete floor shall be type "K" soft copper, continuous. No splices or fittings will
be allowed.
9. Extreme caution must be taken so that no copper piping and insulation under concrete floors
becomes crushed, cut, split or deformed during the pouring of the floor slab.
E. Gas Piping
1. Install gas piping.
2. Include meter and regulator as indicated on drawings and connect to all gas using equipment.
3. Equipment connections at each unit shall include gas cock, union and dirt leg.
4. Construct concrete base to below frost line for meter installation.
5. All gas piping shall conform to recommended practice and regulation of the NFPA, Dominion East
Ohio Gas Company and the state of Ohio code. Local gas co. and the state of _____ code.
6. Gas piping shall be as follows:
E.a. Above-grade inside or outside building, low pressure.
6.1.Schedule 40 seamless black steel pipe, beveled ends.
E.a.a.2" and smaller - screwed fittings, wrought iron.
E.a.b.2 1/2" and larger - welded fittings, black steel.
E.b. Inside building, medium pressure
6.1.Schedule 40 black steel with welded black steel fittings.
E.c. Below grade outside building, low and medium pressure gas service
6.1.Polyethylene plastic ASTM D-2513 with stab couplings or fusion weld
joints.
E.d. Below grade, high pressure service 60 PSI and over
6.1.Schedule 40 black steel coated and wrapped with welded black steel
fittings. Install cathodic protection anode on service line.
E.e. Valves shall not be located above accessible ceiling spaces, whether or not such
spaces are used as a plenum.
E.f. Exterior exposed bare steel pipe shall be painted with two (2) coats or rust inhibitive
paint.
E.g. All welding shall be performed by state certified welders.
N. Fire Protection Piping
1. See Section 15300, Fire Protection Systems.
O. Firestopping
1. See Section 15050, Basic Materials and Methods.
Section 15300 - Fire Protection Systems
A. General
1. Furnish all labor, materials and equipment as required to install a complete fire protection system
for project.
B. Design Basis
1. Design basis for system shall be per NFPA 13 (latest edition) and local code requirements.
2. System shall be hydraulically calculated as required by code.
3. Pipe sizes indicated on drawing are approximate and shall be verified per the contractor's hydraulic
calculations.
C. Drawings and Calculations
1. Contractor shall prepare submittal drawings and hydraulic calculations for space in accordance with
owner's insurance company building department, and local fire authority requirements.
2. Contractor shall perform a flow test data on city water main and submit data with calculations.
3. Provide wet standpipe system for project in accordance with NFPA 14 requirements.
4. Contractor and designer shall be state certified.
D. Piping
1. All piping shall be installed in accordance with NFPA 13, 14 (latest edition) and local code
requirements.
2. Fire protection piping shall be as follows:
D.a. Below-grade outside building - ductile iron, cement lined. Class of pipe as directed by
local water purveyor with mechanical or push-on type joints.
D.b. Inside building - pipe and tubing shall be steel or copper in accordance with NFPA
requirements.
D.c. Piping shall match existing building standards.
D.d. Contractor shall arrange with owner and insurance underwriter prior to shut down of
existing systems.
D.e. Flush all piping upon completion of project and test per NFPA requirements.
D.f. No piping shall be installed at locations subject to freezing.
3. Excavation and backfill - see Section 15050, Basic Materials and Methods.
E. Sprinkler Heads
1. Sprinkler heads shall be UL listed, match existing building standards and be manufactured by
Central, Star or Viking.
2. Sprinkler heads shall be as follows:
E.a. Areas with exposed structure
2.1. Upright - rough brass.
E.b. Areas with ceilings
2.2. Recessed Pendent - chrome plated with matching two (2) piece, flush
escutcheon.
2.3. Concealed - brass finish with off-white ceiling cover plate.
2.4. Sidewall - chrome plated with off-white, two (2) piece, semi-recessed escutcheon.
3. Install concealed heads with white flush mounted cover plate in sales area.
4. Install higher temperature sprinkler heads where required by code or application.
5. Submit samples of sprinkler heads to architect prior to fabrication of any piping.
6. Install inspector's test connection with valve and terminate drain through exterior wall with text
fitting and splash block.
F.Valves
F. Valves
1. Install all valves as required by NFPA 13, UL or FM listed and as manufactured by Grinnell,
Hammond or Milwaukee.
2. All shut-off valves shall be fitted with tamper switches by fire protection contractor and wired by
electrical contractor. Tamper switches shall be as manufactured by Notifier, Potter or Viking.
3. Install flow switch in riser as manufactured by Notifier, Potter or Viking and wired by electrical
contractor.
4. Install UL listed alarm check valve with all required trim, including water motor alarm bell and drains
as manufactured by Central Star or Viking.
5. Install wall mounted indicator valve as manufactured by Potter Roemer, Croker or Elkhart and
approved by local authorities.
6. Install double check detector assembly backflow preventer, as required by local water purveyor and
as manufactured by Watts, Zurn or Conbraco.
7. Install chrome plated wall Siamese (Storz) fire department connection including nameplate, caps
and chains and check valve with 3/4" automatic ball drip piped to floor drain as manufactured by
Potter Roemer, Croker or Elkhart.
G. Firestopping
1. See Section 15050, Basic Materials and Methods.
Section 15400 - Plumbing Fixtures and Equipment
A. General
1. Furnish all fixtures and equipment indicated and scheduled on drawings, complete with all
accessories, controls, etc., as required.
2. Install in full accordance with manufacturer's recommendations and place in satisfactory operation.
J. Wall Hydrants (as manufactured by J.R. Smith, Josam or Zurn)
1.WH-1: Concealed J.R. Smith Series 5509QT, non-freeze type with vacuum breaker, removable
key, 3/4" hose thread, 3/4" inlet stainless steel box with nickel bronze face and adjustable wall
clamp.
K. Roof Drains (as manufactured by J.R. Smith, Josam, Mifab or Zurn)
1.RD: J.R. Smith Series no. 1015 with deck clamp, sump receiver and cast iron dome.
2.OD: (overflow) J.R. Smith Series 1070 with standpipe, deck clamp, sump receiver and cast iron
dome.
L. Floor Drains (as manufactured by J.R. Smith, Josam, Mifab or Zurn)
1.FD: (general service) J.R. Smith Series 2005 (6" diameter for poured floors, 6" square for floors
with a straight line pattern), flat strainer with nickel bronze finish, flashing clamp and 1/2" trap
primer connection.
M. Cleanouts (as manufactured by J.R. Smith, Josam, Mifab or Zurn)
1.CO: Floor mounted J.R. Smith Series 4020 (poured floors or series 4040 finished floor with a
straight line pattern) with satin finish bronze top.
2.GCO: Exterior at grade J.R. Smith Series 4250 set in 16" X 16" X 10" deep concrete collar for
non-surfaced areas.
N. Secondary Storm Drain Outlet (as manufactured by J.R. Smith, Josam or Zurn)
1.DO-1: J.R. Smith no. 1770-BS with Duco cast iron body, and flange, bird screen.
O. Trap Primer Valves (as manufactured by Precision Plumbing Products, Sioux Chief or Zurn)
1.TPV-1: Precision Plumbing Products Oregon No. 1. Provide distribution unit for multiple drain
connections.
Section 15200 (cont.)Section 15300 (cont.)MECHANICAL SPECIFICATIONS
T h e
B R I D G E S
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C A R M E L ,
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R O A D
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N o .:
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A u g u s t
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2 0 1 5
Issue: Date:
D r a w n :
T B A
C h e c k e d :
T B A
Owner Review 10/16/2015
¤2015
3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
M0.200
M E C H A N I C A L
S P E C I
F I C A T I O N S
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MECHANICAL PLAN - BUILDING 2
3/32" = 1'-0"
T h e
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C h e c k e d :
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Owner Review 10/16/2015
¤2015
3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
M2.101
M E C H A N I C A L
P L A N
B U I L D I N G
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GENERAL NOTESELECTRICAL SYMBOL LEGEND
DESCRIPTIONSYMBOL
s
N.T.S.
LIGHTING FIXTURE SCHEDULE
LIGHTING FIXTURE SCHEDULE NOTES:
POLE BASE DETAIL - TYPE "SJ"
N.T.S.
T h e
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C A R M E L ,
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Issue: Date:
D r a w n :
T B A
C h e c k e d :
T B A
Owner Review 10/16/2015
¤2015
3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
E0.100
E L E C T R I C A L
N O T E S ,
L E G E N D S
A N D
S C H E D U L E S
T B A
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N.T.S.
GROUNDING DETAIL
N.T.S.
TYPICAL SUPERVISORY ALARM DEVICE WIRING DIAGRAM
NTS
SUPERVISORY ALARM SYSTEM NOTES:
ELECTRIC SERVICES NAMEPLATE DETAIL
BUILDING 2 (GROUPED DISCONNECTS)
N.T.S.
PEDESTAL MOUNTED RECEPTACLE DETAIL
N.T.S.
T h e
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Issue: Date:
D r a w n :
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C h e c k e d :
T B A
Owner Review 10/16/2015
¤2015
3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
E0.101
E L E C T R I C A L
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Section 13851 - Alarm System
A. Supervisor Alarm System
1. This contractor shall submit fire alarm system drawings and specifications to the local fire
department for their approval before installation of any fire alarm components or wiring.
2. Equipment: all devices, combinations of devices, appliances and equipment shall be listed for the
purpose for which they are used and shall be installed in compliance with applicable codes and
standards.
3. Provide a complete, supervised, power-limited, supervisory alarm system. All equipment herein
specified is that of Simplex Time Recorder Company. Equipment supplied by listed acceptable
alternate manufacturers shall meet or exceed the quality of the Simplex Equipment specified.
4. The supervisor alarm system shall be an electrically supervised system, which shall monitor the
integrity of circuit conductors and power supplies.
5. The installation organization shall be a company specializing in the installation or supervisory
systems. This organization shall have a minimum of five years experience with installation of such
systems.
6. The contractor shall provide and maintain on the site an up-to-date record set of approved shop
drawings.
7. Record drawings shall include location of end-of-line device locations.
8. Upon completion of the work, and final acceptance by the local authority, the contractor shall
submit record drawings to the owner.
9. A remote monitoring facility output circuit, selectable for interface to remote station reverse polarity,
local energy master box, shunt master box, digital alarm communicator, or radio transmitter
monitoring systems, shall be provided. The equipment supplier must contact the local authorities
prior to bidding and supply all required equipment in base bid.
10. Control panel shall be Simplex 4004-9101. The power supply shall be adequate to serve control
panel modules, relays and alarm indicating appliances. Include a secondary emergency power
supply with capacity for operating system in stand-by mode for 24 hours followed by alarm mode
for ten minutes.
11. Duct-mounted smoke detectors shall have a base with auxiliary relay (Simplex Type 2098-9201),
and sampling tubes (length as required).
12. Duct detector remote key reset/test station with alarm LED shall be Simplex Type 2098-9806.
13. Semi-flush audio/visual unit shall be Simplex Type 4903 Series with A.D.A. complying 15/75
Candela strobe and horn.
14. Waterflow and tamper switches shall be furnished and installed by the sprinkler contractor. The
electrical contractor shall connect each device to the fire alarm system.
15. Provide and install wiring per manufacturers' specifications. All wiring shall be in conduit (3/4"
minimum).
16. All junction boxes shall be painted red. Wiring color code shall be maintained throughout the
installation.
17. The completed supervisory alarm system shall be fully tested in accordance with NFPA-72H, and
local fire department requirements, by the installer, in the presence of the owner's representative
and the local fire marshall. Upon completion of a successful test, the installer shall so certify, in
writing, to the owner and general contractor.
18. Include on-site services of a certified technician to provide technical installation support for panel
start-up, program editing, troubleshooting of the supervisory alarm system control panel, and
assistance to the installer for one complete final system checkout in accordance with the field
quality control section of these specifications.
19. Acceptable manufacturers/suppliers shall be Simplex or Notifier (as supplied by a certified Nesco
affiliate).
Section 16010 - General Provisions
A. General
1. Requirements specified in Division 1, instructions to bidders, supplemental general conditions,
special conditions, addenda, alternates, contract and proposal, along with Division 16 and all its
sections, comprise the contract documents for the electrical contract, along with these
specifications as though they were one, and anything implied by the specifications shall be
interpreted as also implied by the drawings and vice versa. Provide necessary items for a
complete installation of all electrically operated equipment listed in the specifications or shown on
the contract drawings.
2. The architectural, structural, mechanical, plumbing and equipment drawings and specifications are
incorporated into, and become a part of this division. This contractor shall examine all such
drawings and specifications and become thoroughly familiar with the provisions contained therein.
The submission of his bid shall indicate such knowledge.
3. Electrical drawings are diagrammatic. They are intended to show the approximate locations of
equipment and conduit. Dimensions given on the plans, in figures, shall take precedence over
scaled dimensions and shall be verified in the field. The electrical contractor shall layout all
equipment rooms to make sure the equipment, as purchased, fits in the room or space shown.
Exact location of all equipment shall be verified in the field and routing of conduits shall suit field
conditions.
4. Until the time of installation, the architect reserves the right to make minor changes in the location
of conduit and equipment without additional cost to the contract.
5. The electrical drawings and specifications are intended to supplement each other. Material and
labor necessary to the project shall be furnished and installed even though not specifically
mentioned in both. Labor and/or materials neither shown nor specified, but obviously necessary
for the completion and proper functioning of the system, shall be furnished and installed by the
electrical contractor.
6. Arrange all equipment substantially as shown on the drawings. Make deviations only where
necessary to avoid interference. Check all equipment sizes against available space prior to
shipment to avoid interference.
7. Examine the work of other trades insofar as their work comes in contact with or is covered by this
work in no case attach to, or finish against any defective work or install work in a manner which will
prevent proper installation of the work of other trades.
8. Electrical contractor shall verify with other trades all electrical characteristics of equipment requiring
electrical connections, contractor shall verify voltage, phase and horsepower and shall notify
engineer of any discrepancies prior to start of work. Electrical contractor shall provide
disconnecting means and overload protection for all equipment, unless furnished integral with
equipment package.
9. It is the intent of these drawings that this be a complete electrical job, any errors or omissions shall
be brought to the attention of the engineer prior to bidding the job.
B. Visit to the Site
1. This contractor shall visit the site of the work and familiarize himself with all conditions affecting his
work. The submission of his proposal shall indicate such knowledge. No additional payment shall
be made on claims that arise from a lack of knowledge of the existing conditions
C. Code and Permits
1. Installation shall be in full accordance with all codes, rules and regulations of municipal, city,
county, state and public utilities and all other authorities having jurisdiction over the premises.
2. Comply with any specification requirements that are in excess but not in conflict with code
requirements.
3. The contractor shall secure and pay for all permits, plan reviews and certificates of inspection in
connection with his work, required by the foregoing authorities. Before final payment of the
contract is allowed, all certificates shall be delivered to the architect in duplicate.
4. Electrical material and equipment shall bear the UL label except where UL does not label such
types of material and equipment.
D. Shop Drawings Submittals
1. The electrical contractor shall submit five (5) sets of shop drawings, the shop drawings of the
following equipment using the indicated numbering system and titles, shall be submitted through
the architect to the engineer and then resubmitted for final approval if necessary. Shop drawings
shall be submitted for the following items:
D.a. Wiring devices
D.b. Panelboards, transformers and safety switches including fault current study based on
equipment being supplied.
D.c. Contactors, time switches and photocell
D.d. Lighting fixtures
D.e. Supervisory alarm system
2. All submitted shop drawings (manufacturers' equipment descriptive sheets or vendors' prepared
drawings) shall have the general contractor's or subcontractor's "stamp of approval" indicating that
the item submitted is as called for on the plans and specifications, is approved by the general
contractor or subcontractor, the date of approval and initialed by the person approving the submittal
and the name of the company submitting said equipment for approval.
3. Submit bound brochures complete with a table of contents. Loose or stapled together sheets are
not acceptable. Any submittals not in brochure form or not as specified shall be returned at the
contractor's expense for resubmittal.
4. All descriptive literature shall be submitted in a three (3) hole brochure with a cover identifying the
following:
D.a. Name of the job
D.b. Location of the job, address, city and state.
D.c. Name and address of the company submitting the brochures.
D.d. Date of the submittal.
5. Every effort shall be made, in checking the shop drawings, to detect and correct all errors,
omissions and inaccuracies. Failure to do this will not relieve the electrical contractor of the
responsibility for the proper and complete installation in accordance with the contract documents.
E. As-built Drawings
1. Submit to the architect one set of reproducible (mylars) electrical drawings showing the as-built
conditions.
F. Standards and Substitutions
1. Wherever the words "approved by", "approved equal", "as directed" or similar phrases are used in
the following specifications, they shall be understood to refer to the owner as the approving agency.
The name or make of any equipment or materials named in this specifications (whether or not the
words "or approved equal" are used) shall be known as the "standard".
2. These specifications establish quality standard of materials and equipment to be provided. Specific
items are identified by manufacturer, trade name or catalog designation. This contractor shall
submit his base bid price based upon standard specified equipment described herein and as
detailed on drawings and associated contract documents. These specifications are not to be
considered proprietary. The contractor may submit information on materials and manufacturers
(other than those listed) for review by the architect and engineer no later than ten (10) days before
bids are submitted. Manufacturers of products accepted by the architect and engineer will be listed
in an addendum to the specifications as an acceptable substitution equipment accepted as detailed
below and shall be shown as a separate add or deduct price to be factored into the base bid price
by the architect and owner if accepted.
3.Should the contractor propose to furnish materials and equipment other than those specified or
approved by addendum, submit a written request for substitutions to the architect at the bid
opening. The request shall be an alternate to the original bid; be accompanied with complete
descriptive (manufacturer, brand name, catalog number, etc.) and technical data for all items.
Failure by this contractor to submit the requisite documentation detailed above shall be understood
by the architect and engineer to indicate that substitute equipment will not be presented by the
contractor for consideration. Such substitutions will not be considered after the bid opening date
and delay of project will not be permitted for further inspection and evaluation after this date.
4. Where such substitutions alter the design or space requirements indicated on the drawings, include
all items of cost for the revised design and construction including cost of all allied trades involved.
5. Acceptance or rejection of the proposed substitutions shall be subject to approval of the architect
and engineer. If requested, the contractor shall submit (at his cost) inspection samples of both the
specified and proposed substitute items.
6. In all cases where substitutions are permitted, the contractor shall bear any extra cost of evaluating
the quality of the material and equipment to be provided.
G. Testing and Placing in Service
1. Any material or equipment failing a test shall be repaired or replace at the contractor's expense.
2. Tests shall include the following:
G.a. Measure the load on each phase of the main service and each phase of every feeder
under full load conditions.
G.b. Measure the no-load and full-load voltages (phase to phase, phase to neutral and
phase to ground for each phase of each service, of each separately derived system,
and at each panelboard or transformer).
G.c. Measure the ground resistance of the main service grounding electrode and the
ground resistance of each separately derived system's grounding electrode.
G.d. Make insulation resistance tests on all dry type transformers and motors.
H. Interferences
1. Before the installation of any item begins, the electrical contractor shall carefully ascertain that it
does not interfere with clearances for the erection of finish beams, columns, pilasters, walls or
other structural or architectural members as shown on the architectural drawings. If any work is
installed and the architectural design cannot be followed, this contractor shall, at his own expense,
make changes in his work as directed by the architect to permit the completion of the architectural
work in accordance with drawings and specifications.
2. It shall be the duty of this contractor to report any interferences between his work and that of any of
the other contractors as soon as they are discovered. The architect shall determine which
equipment will be relocated, regardless of which was installed first. His decision will be final.
I. Quality Assurance
1. All products shall be new and of the type and quality specified. Where materials, equipment,
apparatus or other products are specified by manufacturer, brand name, type of catalog number,
such designation shall establish the standards of the desired quality and style. It is the intent of
these specifications to establish a standard of quality of materials and equipment installed.
Section 16050 - Basic Electrical Materials and Methods
A. Nameplates
1. General: furnish and mount on each panelboard, switchboard (including branch switches), large
junction box, safety switch, starter, remote control, push button station, and all similar controls, a
nameplate descriptive of the equipment or equipment controlled
2. Provide black and white nameplates constructed from laminated phenolic with a white center core.
Letters shall be engraved in the phenolic to form white letters 3/8" high. Fasten the nameplates with
an adhesive type fastener.
B. Mounting Accessories
1. This contractor shall furnish and install all angle iron, channel iron, rods, supports, hangers,
concrete or plywood required to install, mount and support any electrical equipment or device
called for on the plans.
2. Supporting material shall be complete with hangers, connectors, bolts, clamps and necessary
accessories to make a complete installation. Supporting material shall be galvanized, painted or
otherwise suitably finished. Products by Binkley, Steel City, or Raco will be acceptable.
3. All surface-mounted equipment on block walls shall be mounted on 3/4" plywood backboard. All
floor-mounted equipment shall be installed on a 4" high concrete housekeeping pad.
C. Execution
1. The electrical work for construction proposed shall conform to all federal (OSHA), state, all specific
safety requirements and the requirements of the current edition of the NEC.
2. Check the HVAC and plumbing specifications for electrical requirements and include the same in
the contract cost.
3. Equipment connections, starters, disconnect switches, control transformers and pushbutton
stations for the equipment furnished by the owner or under a separate contract shall be installed
and connected under this division, as indicated on the contract drawings.
4. All cutting, patching, excavating, backfilling and concrete work related to this contract will be the
responsibility of the electrical contractor. This contractor shall assume the responsibility of
providing the sleeves, chases and openings necessary for the electrical installation and for their
repair in an acceptable manner, as determined by the architect. All holes shall be core-drilled.
Provide fire stop in all openings created through fire-rated walls, floors or ceilings.
5. This contractor shall be responsible for providing all required access panels necessary for his work,
coordinate with architect prior to installation.
D. Materials and Workmanship
1. All work shall be installed in a practical and workmanlike manner, by mechanics skilled in the
several trades necessary.
2. All materials shall be new and free from defects and shall be the best of their several kinds unless
specified or indicated on the drawings to the contrary.
3. During each phase and at the completion of the construction, this contractor shall remove all debris
and excess materials caused by his work. He shall leave the area of operation broom clean.
4. All electrical equipment shall bear the underwriters laboratories label or ETL label.
5. This contractor shall guarantee his workmanship and material (lamps excepted) for a period of one
year from the date of building opening and leave his work in perfect order at the completion.
Should defects develop within the guarantee period, the contractor shall, upon notice of the same,
remedy the defects and have all damages to other work or furnishings caused by the repairs
corrected at his expense to the condition before such damage.
E. Scope of Work
1. The electrical contractor shall provide all labor, material, storage, unpacking and placement; to
include but not be limited to, the following items:
E.a. Complete power and lighting distribution system including all panels and feeders.
E.b. Complete branch circuit wiring system.
E.c. Complete power wiring for all air conditioning equipment, plumbing system, heating
equipment, ventilating and exhaust equipment.
E.d. Complete lighting fixture installation, including all lamps.
E.e. Complete telephone and communication conduit and wiring system including boxes,
plates, jacks, etc., as specified, shown on the drawings and required by the local
telephone company and/or owner.
E.f. Temporary electrical power and lighting as required for construction.
E.g. Testing of all cables and circuit wiring after installation.
E.h. Wiring devices and floor boxes.
E.i. Lighting controls.
E.j. Grounding of the electrical system.
E.k. Outdoor lighting and controls.
E.l. Supervisory alarm system.
E.m. Telephone and electric services.
F. Temporary Service
1. The electrical contractor shall furnish, install and remove as required all temporary power and
temporary lighting in all areas and individual rooms when needed by the individual trades in the
performance of their work. This contractor shall provide a minimum of twenty (20) footcandles of
illumination for temporary lighting. Any additional lighting required by individual trades shall be
provided by the individual trades including power for the lighting. The electrical work for
construction purposes shall conform to all federal (OSHA), state, specific safety requirements, as
well as the requirements of the national electric code and national electrical safety code. The
electrical contractor shall obtain and pay for all required applications, permits and inspections
pertaining to this work. This cost shall be included in the contractor's price.
2. New light fixtures shall not be used for temporary lighting.
G. Electric Service
1. Provide trenching and backfill to the power company specifications.
2. Provide conduit for primary service where required by the power company.
3. Concrete encase conduits where required by the power company and where indicated on the
plans.
4. Provide metering to power company specifications.
5. Make provisions for the pad-mount transformer as required by the power company including the
transformer pad and grounding.
6. Pay the cost of all power company charges connected with permanent electric service to the
building.
7. Coordinate all work with the power company and perform any work necessary to assure a
complete, working installation. The entire service installation shall be in complete conformance
with the power company's requirements.
8. Verify the exact routing of the primary and secondary services, and all service requirements, with
the power company prior to bidding.
Section 16060 - Grounding and Bonding
A. Ground all equipment per N.E.C.
B. Ground each outside lighting pole separately with one ground rod and a #6 ground wire.
C. Ground all dry type transformers as per drawings and NEC #450-10.
D. All conduits shall contain a code-sized ground wire size per N.E.C. in addition to the conductors shown on
the plans. Where circuit conductors are increased in size for voltage drop, the ground wire size shall be
increased proportionately.
E. Where an isolated, insulated ground is required a separate isolated green ground shall be run from the
panel isolated ground bus to the isolated ground connection of the device served. In no case shall the
system ground (green wire and associated outlet boxes, conduit and building steel) be allowed to contact
the isolate ground (green wire with white stripe).
Section 16120 - Wiring and Cable
A. Color code conductors (except control and instrumentation conductors) as follows:
208/120
System
Phase A Black
Phase B Red
Phase C Blue
Neutral White
Ground Green
1. #12 and #10 conductors shall have continuous insulation color, as listed above.
2. Color code conductors larger than above, which do not have continuous insulation color by
application of at least two laps of colored tape on each conductor at all points of access including
junction boxes. Color tape shall be the equal of 3M products Scotch #35.
3. Conductors shall be soft annealed copper insulated for 600 volts unless specifically indicated
otherwise. Aluminum conductors are permitted for feeders 100A and larger.
B. Insulation type shall be type THWN for wire sizes #8 AWG and larger and THHN or THWN for #10 AWG
and smaller. THHN shall not be used in wet or damp locations.
C. Flexible cord shall be heavy duty type so with an equipment ground conductor in addition to the current
carrying conductors.
D. Provide #12 conductors, unless otherwise indicated.
1. Control conductors shall be #14 minimum for NEC class I and #16 for NEC class II.
E. Conductors #8 AWG and larger shall be stranded.
F. Conductors #10 AWG and smaller shall be solid.
G. Install wiring in conduit.
H. Connect #10 and smaller wires with constant pressure expandable spring type connectors, "Scotchlok" by
3M or B-Cap by Buchanan.
I. Connect #8 and larger wires with compression connectors or splices as manufactured by Burndy or T&B.
J. Insulate splicing connectors to at least 200% of the wire insulation. Use pre-stretched tubing connector
insulators, 3M PST for #2 and larger conductors.
K. Pull conductors using recognized methods and equipment leaving at least 6" wire at all junction boxes for
connections.
1. Clean out each conduit system before pulling wire.
L. Form and tie all wiring in panelboards.
M. There shall be no wirenut joints or splices made inside switchboards/panelboards.
N. Branch circuit wire sizes (and conduits) shall be increased from those indicated on the plans to prevent
excessive voltage drop. Branch circuits shall be installed with wires of sufficient size so that voltage drop
between the panel and the loads does not exceed limit of 3%.
O. Regardless of the temperature rating of the conductor insulation, all conductor ampacity rating for this
project shall be determined from the 75°C conductor temperature ratings indicated in the NEC tables.
Where equipment or devices are provided with terminals/lugs rated for 60°C, the ampacity rating of the
75°C conductor shall be limited to its associated 60°C rating as indicated in the NEC tables. The electrical
contractor shall be responsible to increase the conductors and conduit size as required.
P. Circuits may be multi-plexed in conduit provided wire is properly derated and conduit sized per code.
Under no circumstances shall more than six (6) current carrying conductors be run in a single conduit.
Section 16130 - Raceways and Boxes
A. Raceways
1. All wire shall be run in accordance with code in corrosion resistant, rigid, threaded, metal conduit or
electrical metallic tubing (E.M.T.) unless otherwise specifically stated herein.
A.a. Conduit in exterior walls, below floor slab, or underground shall be rigid, threaded,
galvanized, heavy wall type.
A.b. Carlon PVC type 40 heavy wall conduit with ground wire may be used below floor slab
or underground in lieu of rigid, threaded, galvanized conduit. PVC 40 conduit shall not
be run in or above floor slab. PVC conduit shall terminate below floor slab with rigid,
threaded metal conduit adapter. Conduit above slab shall be metal.
A.c. Conduit run exposed to the weather shall be heavy wall, metal threaded type.
2. Conduit size shall be 3/4" minimum.
3. Conduit shall be securely fastened in place.
4. All conduit shall be concealed in walls, floor and ceilings wherever possible. Exposed conduit in
finished areas will not be permitted. Exposed conduit will be permitted in the unfinished areas with
the specific approval of the architect.
5. Use flexible conduit for the connection to recessed or semi-recessed lighting fixtures (6' length
maximum). Use liquid tight metal conduit for all connections to motors and other equipment
subject to vibration and in areas subject to moisture.
6. Use watertight joints with buried and concrete encased conduit. All buried conduits outside of
buildings shall have a minimum of 24" of cover. Metal conduits buried in earth shall be painted (two
coats) with heavy asphaltum paint.
7. Support runs of conduit as detailed in the appropriate table of the national electrical code (NEC).
8.Installed exposed runs of conduit and conduit above lay-in ceilings parallel or perpendicular to the
7.Support runs of conduit as detailed in the appropriate table of the national electrical code (NEC).
8. Installed exposed runs of conduit and conduit above lay-in ceilings parallel or perpendicular to the
walls, structural members of intersections of vertical planes and ceilings. Provide right angle turns
using fittings or symmetrical bends. Support conduits within 1" of all changes in direction.
9. If a conduit is suspended, it shall be supported on trapeze hangers which use "all-thread" rods from
the structural steel. The use of ceiling support wire or similar material will not be accepted.
10. Install empty conduit for future use as indicated on the drawings. Conduit shall be complete with
jetline or pull rope, junction/outlet boxes, tile rings and appropriate cover plates.
11. Provide pitchpockets where conduits penetrate the roof.
12. Thread lubrication/sealant is required on outdoor and underground threaded metal joints.
13. Install fire seal fittings where conduits penetrate concrete floor slabs or masonry walls required to
be fire rated.
14. Horizontal portion of conduit exposed on the roof and feeding equipment shall not be more than
5'-0" unless the written approval from architect or engineer is obtained.
B. Pull and Junction Boxes
1. Install pull and junction boxes where shown on the drawings, and where required for changes in
direction, at junction points, and to facilitate wire pulling. Furnish box sizes in accordance with NEC
unless larger boxes are indicated.
2. Provide steel boxes and removable covers of code gauge, hot rolled sheet steel, hot dipped
galvanized inside and outside, for above ground work. Furnish weatherproof boxes when installed
above ground outside.
3. Provide cast iron boxes, hot dipped galvanized inside and outside where shown on the drawings.
Furnish removable covers with gaskets and stainless steel, brass or bronze screws.
4. Provide concrete boxes for underground work unless otherwise indicated on the drawings. Furnish
steel frames and covers with the cover attached to the frame with hexagon head, brass or bronze
cap screws, 3/8" in diameter. Provide a rubber gasket for sealing between the cover and the
frame. Paint the cover with two coats of heavy asphaltum.
C. Outlet Boxes
1. Use sheet steel boxes, zinc coated or cadmium plated, for concealed interior work.
2. Use cast boxes, zinc-cadmium finish malleable iron, for exposed interior work, and for exposed or
concealed work in wet, damp or exterior locations. Cast boxes shall be series FD by Crouse Hinds
or Appleton.
3. Wall box sizes (minimum) shall be 4" square X 2-1/2" deep where wall construction permits.
Where wall construction dictates, the depth may be reduced to 2-1/8" or 1-1/2" under special
conditions.
4. Fixture outlets in ceilings (minimum) shall be 4" octagonal X 1-1/2" deep (4-11/16" octagonal X
2-1/2" deep where required to accommodate larger conduit or larger number of wires).
5. Ganged boxes shall be one piece (minimum), 2-1/8" deep.
6. Provide cast iron, concrete-tite floor boxes with adjustable covers set flush and level with the
finished floor, with outlets as indicated on the drawings. Provide Hubbell #B-2400, 4200, or 4300
series boxes with leveling screws. Flush type covers and openings to serve outlets used. Furnish
flush caps for closing off box when not in use.
7. Flush mount boxes in all finished walls, install the plaster rings in drywalled plastered walls and
raised covers as required in walls with other finishes so that the cover plates fit tightly against
boxes or rings, 3/16" maximum gaps are allowed for noncombustible walls.
8. Adjust location of outlets in masonry or tile construction to occur in the nearest joint to the height
specified. Heights shall meet A.D.A. requirements.
9. Support all boxes to maintain proper alignment and rigidity.
10. Clean boxes of all foreign matter prior to the installation or wiring of devices.
11. Mounting heights on the drawings are to the centerline of the box unless otherwise noted.
Section 16140 - Wiring Devices
A. Wiring device color shall be selected by architect, unless otherwise indicated.
B. Provide totally enclosed, 20 ampere, 120/277 volt, quiet A/C general use snap switches.
C. Switches shall be specification grade as manufactured by Hubbel, P&S, or Leviton.
D. Provide NEMA configuration 5-20R Duplex 125 volt grounding type receptacles rated for 20 amperes
unless otherwise indicated on the drawings.
E. Receptacles shall be specification grade as manufactured by Hubbell, P&S or Leviton.
F. Receptacles requiring amperages, voltages or configurations different from the duplex convenience
receptacles above shall be as indicated on the drawings.
G. Provide other receptacles of a quality, material and workmanship equal to that specified for duplex
convenience receptacles.
H. Provide cover or device plates for outlet boxes as follows unless otherwise noted:
1. Finished areas: thermoplastic - color to match device.
2. Unfinished areas: zinc coated sheet metal, aluminum, or cast metal as appropriate for the type of
box.
3. Exterior areas: copper free aluminum with gray, powder epoxy finish, gasket, weatherproof,
Crouse-Hinds "WLRD" for duplex receptacles and WLRS for single receptacles or equal.
4. Telephone, communication, and signal outlet plates, shall match those used for receptacles and
switches. All outlet and/or junction boxes shall be complete with a cover plate by this contractor.
5. Where devices are ganged, they shall be installed under a common coverplate.
I. Locate the switches approximately 4'-0" above the finished floor elevation or nearest block course (within
A.D.A. requirements), unless otherwise indicated. The long dimension of the switches shall be vertical.
J. Locate receptacles approximately 1'-6" above the finished floor elevation or nearest block course (within
A.D.A. requirements), unless noted otherwise. The long dimension of receptacles shall be vertical.
Section 16420 - Motor Starters
A. Provide motor starters (magnetic or fused combination) and control equipment where shown. Starters shall
be provided with 120 volt coils, 3 overloads, control transformer with fused 120 volt secondary control
circuit, (2) N.O. and (2) N.C. auxiliary contacts, hand-off-auto selector switch and running pilot light, unless
otherwise noted. Wire thru control devices furnished by other trades. Since motor driven equipment is
furnished by other trades, the control indicated on the drawings shall be considered as for bidding purposes
only. Wire to conform to the actual equipment supplied and installed by the other trades. All fuses shall be
dual element type. Provide "blownfuse" indicator lamps in cover.
B. Starters shall be Square D, G.E., Cutler-Hammer, or Siemens.
C. The exact number of normally open and normally close auxiliary contacts in each starter shall be
determined by the temperature control contractor.
D. Coordinate all equipment indicated on the electrical drawings with mechanical equipment schedules and
specifications and provide motor starters for all equipment indicated as being interlocked or started from a
remote location.
E. Starters supplied as an integral part of equipment shall be furnished under the division providing the
equipment. Wiring and disconnect shall be by this contractor. All other starters and auxiliary control
equipment shall be supplied and wired by this contractor unless otherwise noted.
Section 16410 - Safety Switches
A. Safety switches shall be the enclosed heavy-duty type (type HD) with quick-make, quick-break mechanism
and external pad lockable operating handle.
B. Safety switches shall be rated for 240 or 600 volts as applicable. They shall be horsepower rated when
used in motor circuits.
C. Safety switches shall be fusible or non-fusible 2, 3, or 4 pole as indicated on the drawings.
D. Safety switches shall be single throw unless otherwise indicated on the drawings.
E. Enclosures shall be NEMA 1 indoors and NEMA 3R outdoors unless otherwise indicated on the drawings.
F. Manufacturer shall be Square D, Siemens, G.E., or Cutler-Hammer. All safety switches shall be by one
manufacturer.
G. Mount the safety switches securely between 3' X 6' levels above the floor unless otherwise indicated on the
drawings.
H. Switches on block walls shall be mounted on a 3/4" plywood backboard, where located indoors.
Section 16010 (cont.)Section 16050 (cont.)16130 (cont.)ELECTRICAL SPECIFICATIONS
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C O N S U L T I N G E N G I N E E R S
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Section 16442 - Distribution and Panelboards
A. Panelboards
1. Panelboards shall be enclosed dead front safety type with features and ratings as scheduled on the
drawings.
2. Panels known as "load centers" are unacceptable.
3. Molded case circuit breakers shall be as scheduled on the drawings and specified in this division.
4. All bus bar shall be rectangular solid copper.
5. Space, where shown in panel schedules, designates space for future protective devices and shall
include bus and support.
6. Install cabinets so that center of the top breaker does not exceed 6'-6" above the finished floor.
7. Entries on directory cards shall be typed, complete and accurate.
8. All bolted connections shall be torqued in accordance with manufacturer's standards.
9. Electrical contractor shall arrange circuits as near as possible to circuit numbers on the drawings.
At completion of job, electrical contractor shall take current reading checks of respective phases. A
minimum of circuit connections shall be rearranged to balance, as closely as possible, the load in
the panel.
10. All breakers shall be bolt-on type.
11. Provide (3) spare 1" conduits into accessible ceiling space where panels are flush-mounted.
12. Manufacturer shall be Square D, Siemens, G.E., or Cutler-Hammer.
Section 16491 - Fuses
A. The contractor shall furnish a complete set of fuses for all switches, plus fusible equipment furnished by
other trades. Unless indicated otherwise on plans, the fuses shall be of the following types:
1. Fuses 601 to 6000 amps shall be UL class. Trade type shall be KRP-C as manufactured by
Bussmann Company.
2. Fuses 1/10 to 600 amps shall be UL class RK1. Trade type shall be low peak LPS-RK (600V) and
LPN-RK (250V) as manufactured by Bussmann Company.
3. All other fuses shall be dual-element current-limiting type with 200,000 amperes symmetrical
interrupting capacity.
B. Fuses shall be manufactured by Bussman, Gould-Shawmutt, or Reliance.
C. Spare fuses amounting to a duplicate set of each size installed shall be turned over to the owner upon
completion of the project. Provide and place in a spare fuse cabinet similar to Bussman # SFC.
D. This contractor shall replace all fuses blown during construction.
Section 16511 - Lighting Fixtures
A. Linear fluorescent lamps for new light fixtures shall be T8, 3500K of the following manufacturers:
1. General Electric "Starcoat" SP35 Series
2. Osram/Sylvania "Octron" 735 Series
3. Phillips TL735 Series
B. Compact fluorescent lamps for new light fixtures shall be 3500K of the following manufacturers:
1. General Electric "Biax" SPX35 Series (4 pin base)
2. Osram/Sylvania "Dulux" 835 Series (4 pin base)
3. Phillips "PL" or "PL-T" 3500K Series (4 pin base)
C. All lighting fixtures shall be furnished and installed by electrical contractor as indicated on the lighting fixture
schedule, including lamps. Lamps shall be of the same manufacturer for all types.
D. All fixtures shall bear the underwriter's laboratories label and shall be installed according to manufacturer's
instructions.
E. Ballasts for linear fluorescent lamps shall be electronic, parallel, instant-start, normal output type, less than
10% THD, CBM and ETL certified, as manufactured by Magnetek, Motorola or Advance.
F. Ballasts for "T5" compact fluorescent lamps shall be electronic, parallel, instant-start, normal output type,
less than 10% THD, CBM and ETL certified, as manufactured by Magnetek, Motorola or Advance.
G. Ballasts for "T4" compact fluorescent lamps shall be electronic, parallel, rapid-start, normal output type, less
than 10% THD, CBM and ETL certified, as manufactured by Magnetek, Advance, Energy Savings, Inc. or
Robertson.
H. Existing fluorescent fixtures noted to be reused shall be cleaned and relamped as indicated on the fixture
schedule.
I. High intensity discharge ballasts shall be constant wattage type.
J. This contractor shall provide and install all necessary support media for all lighting fixtures including
structural steel, angle, rods, etc. in general, fluorescent and high intensity discharge fixtures shall be
supported in a manner acceptable to the local inspection authorities. All fixtures shall be firmly supported
from beams or joists.
1. Provide all necessary backing, blocking and supports for wall mounted fixtures.
2. Fixtures shall not be supported from roof deck.
K. All fixtures shall be UL listed and approved for the purpose intended.
L. If required by code, light fixtures shall be Chicago Plenum rated.
M. Recessed fixtures in fire rated ceiling or supply air plenums shall be approved for the fire rating of the
ceiling. Provide air-tight gaskets to seal around openings.
N. All adjustable fixtures shall be aimed and adjusted during evening hours to the satisfaction of the architect.
Section 16800 - Fault Current Study
A. The fault current study shall be performed by the distribution equipment manufacturer. The study shall be
submitted to the engineer prior to receiving final approval of the distribution equipment shop drawings
and/or prior to release of equipment for manufacture. If formal completion of the study may cause delay in
equipment manufacture, approval from the engineer may be obtained for a preliminary submittal of
sufficient study data to ensure that the selection of device ratings and characteristics will be satisfactory.
B. The fault current study shall be performed with the aid of a "Windows 95" based computer program.
C. The input data shall include the power company's fault current contribution, resistance and reactance
components of the branch impedances, the X/R ratios, base quantities selected and other source
impedances.
D. Short circuit momentary duty values and interrupting duty values shall be calculated on the basis of three
phase bolted short circuits at each switchgear bus, switchboard, distribution panel, branch circuit panel, and
other significant locations through the system. The short circuit tabulations shall include symmetrical fault
currents and X/R ratios. For each fault location, the total duty on the bus, as well as the individual
contribution from each connected branch, shall be listed with its respective X/R ratio.
ELECTRICAL SPECIFICATIONS (cont.)
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Owner Review 10/16/2015
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3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
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ELECTRICAL PLAN - BUILDING 2
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3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
Bid/Permit 11/09/2015
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SLP2PANELBOARD DESIGNATIONLLP2PANELBOARD DESIGNATION ONE-LINE DIAGRAM NOTES
UTILITY CONTACTS
CONTACTOR SCHEDULE
ONE-LINE DIAGRAM - BUILDING 2
N.T.S.
PANELBOARD NOTES FEEDER NOTES
MULTI-METER CENTER
MULTI-METER CENTER
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3030 West Streetsboro Road
Richfield, Ohio 44286
(330) 659-6688 Ph.
(330) 659-6675 Fax
Thorson Baker + Associates
C O N S U L T I N G E N G I N E E R S
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