HomeMy WebLinkAboutREVISIONS 3 - 21-00694 - 240 E Moody - Wendy's - New Building79
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8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
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2
N
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
12
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2
2
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2
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1
7
4
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PHOTOMETRIC PLAN
E1.2
KH
MJ
1
CT CABINET
AND METER
#CODED NOTES:
1
2POWER PLAN (ENLARGED PUW)
1/2" = 1'-0"
RECEPTACLE AND COVER PLATE LEGEND
AREA RECEPTACLE
COVER RECEPTACLE USB PORTS SPECIAL NOTES
KITCHEN &
GENERAL AREA STAINLESS STEEL WHITE NO GFI AS NOTED
DEDICATED IT
CIRCUITS STAINLESS STEEL ORANGE (IG)NO CIRCUIT MARKED AS SPG OR IG
DINING ROOM BLACK BLACK YES TAMPER RESISITANT
DINING ROOM-
CUSTOMER VIEW WHITE WHITE YES TAMPER RESISITANT
JUNCTION BOX
* = A-H AS COOKLINE JUNCTION BOXES
REFER TO DETAIL #3 ON SHEET E4.2
20 AMP 120V-1PH SIMPLEX RECEPTACLE
+16" AFF OR AS NOTED
20 AMP 120V-1PH DUPLEX RECEPTACLE
+16" AFF OR AS NOTED
120V-1PH QUADRUPLEX RECEPTACLE
SPECIAL RECEPTACLE, SEE KITCHEN
EQUIPMENT SCHEDULE
20 AMP QUADRUPLEX 120V-1PH
HUBBELL # USB20X2W (QTY 2)
DISCONNECT SWITCH BY ELECTRICAL
CONTRACTOR
DATA CONNECTION
REMOTE PIEZO ALERT FROM RTU-1 &
RTU-2 SMOKE DETECTORS (96" A.F.F.)
EMERGENCY POWER KILL SWITCH (48" AFF)
120 VOLT MOMENTARY CONTACT NORMALLY
OPEN EMERGENCY OFF SWITCH, EATON
10250T WITH SHROUD. REFER SHUNT TRIP
CIRCUIT DETAIL, SHEET E3.1
REMOTE FIRE SUPPRESSION PULL STATION (48")
VOLUME CONTROL
ELECTRIC MOTOR
TELEPHONE CONNECTION
TELEPHONE/DATA CONNECTION
REMOTE TEST STATION (54")20 AMP 120V-1PH HUBBELL
#USB20X2BK RECEPTACLE PARTIAL CIRCUIT
20 AMP 120V-1PH HUBBELL #IG5362
ISOLATED GROUND RECEPTACLE
20 AMP QUAD HUBBELL #IG5362 (QTY 2)
ISOLATED GROUND RECEPTACLE
F
RT
W
VC
RT
J
THERMOSTAT, TEMPERATURE
SENSOR AND HUMIDISTAT
BY MECHANICAL CONTRACTOR
ST
S/T
ELECTRICAL LEGEND
GFI
WP
20 AMP 120V-1PH GROUND FAULT
INTERRUPTING RECEPTACLE
20 AMP 120V-1PH WEATHERPROOF
RECEPTACLE
3 15 HOME RUN TO PANEL. CIRCUIT NUMBERS,
PHASE, NEUTRAL & GROUND CONDUCTORS
INDICATED ALONG WITH ISOLATED GROUND
CONDUCTOR IF APPLICABLE.
DISCONNECT SWITCH SUPPLIED WITH
EQUIPMENT
*
R 20 AMP 120V-1PH RECESSED
RECEPTACLE
1.IN AREAS WITHOUT CEILINGS OR WHERE ANY CONDUITS, CONDUCTORS, FEEDERS.
OR LOW-VOLTAGE CABLING IS VISIBLE, ALL WRITING SHALL BE IN RIGID
GALVANIZED STEEL (RGSC) OR THIN WALL EMT CONDUIT. BX, AC, AND MC CABLE
ARE NOT PERMITTED. CONDUITS ARE TO BE RUN TIGHT TO DECK EITHER PARALLEL
OR PERPENDICULAR TO BUILDING LINES AND ONLY DROP AT POINT OF
CONNECTION. WHERE EXPOSED TO VIEW, ALL MATERIALS (CONDUITS. JUNCTION
BOXES, ETC.) SHALL BE INSTALLED IN AN ORDERLY FASHION AND SHALL BE CLEAN
AND FREE FROM ALL VISIBLE MARKING. JUNCTION BOXES SHALL HAVE CIRCUIT
NUMBERS WRITTEN ON THE INSIDE OF THE JUNCTION BOX COVER.
2.ELECTRICAL CONTRACTOR TO COORDINATE WORK WITH MECHANICAL,
REFRIGERATION AND EQUIPMENT CONTRACTORS, INCLUDING COOLER/FREEZER
WORK AND ICE MACHINE CONDENSING UNIT.
3.ELECTRICAL CONTRACTOR TO VERIFY ALL ROUGH-IN DIMENSIONS AND POWER
REQUIREMENTS WITH KITCHEN EQUIPMENT DISTRIBUTOR PRIOR TO ROUGH-IN.
4.ELECTRICAL CONTRACTOR TO HOOK UP FIELD CONNECTIONS WITHIN FRONT
COUNTER, COOKCENTER PANEL CIRCUITS, REMOTE REFRIGERATION (ON ROOF)
AND ICE MACHINE REMOTE UNIT (ON ROOF) AT TIME OF INSTALLATION.
5.GENERAL CONTRACTOR IS TO VERIFY SIZE OF FAULT CURRENT COMING OFF
PRIMARY SERVICE AND IS TO INSURE ITS COMPATIBILITY w/WENDY'S DISTRIBUTION
PANEL.
6.GENERAL CONTRACTOR IS TO INSURE ADEQUATE CONDUIT SIZE FOR ELECTRICAL
AND PHONE WIRING ON SITE AND INTO BUILDING.
7.HEIGHTS INDICATED FOR RECEPTACLES AND JUNCTION BOXES ARE MEASURED
FROM FINISH FLOOR TO THE CENTER OF THE BOX.
8.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL TELEPHONE
LINES AND TERMINATIONS. VERIFY QUANTITY AND LOCATIONS WITH OWNER PRIOR
TO BIDDING.
9.ALL CIRCUITS MAY BE CORRECTED TO THE LEAST AMOUNT OF CONDUIT RUN
UNLESS NOTED OTHERWISE.
10.ALL COVER PLATES TO BE SATIN FINISH STAINLESS STEEL IN BACK OF HOUSE
AREA. DINING AREA COVER PLATES SHALL BE WHITE UNLESS OTHERWISE NOTED.
11.ALL 120V RECEPTACLES IN KITCHEN AND RESTROOMS TO HAVE GROUND-FAULT
CIRCUIT INTERRUPTER PROTECTION PROVIDED IN ELECTRICAL PANELS.
12.COOKCENTER IS ASSEMBLED AND PREWIRED AT THE FACTORY. A LENGTH OF
CONDUIT W/WIRES IS PROVIDED FOR THE REMOTE CONDENSING ROOFTOP UNIT.
13.POWER DISCONNECT, UNPOWERED SERVICE OUTLET AND SMOKE DETECTOR ARE
PART OF ROOFTOP UNIT IF SUPPLIED BY AN APPROVED HVAC SUPPLIER.
ELECTRICIAN MUST PROVIDE WITH ALL OTHER MODELS (TYPICAL AT ALL RTU'S
UNITS).
14.THERMOSTATS, TEMPERATURE SENSORS, CARBON DIOXIDE SENSORS AND
HUMIDISTATS: UNLESS NOTED OTHERWISE, PROVIDE WALL BOX WITH 1/2"
CONDUIT STUBBED OUT TO ABOVE ACCESSIBLE CEILING WITH NYLON BUSHINGS
AND PULLSTRING.
15.MECHANICAL CONTRACTOR TO FURNISH REMOTE TEST STATION/ALARM.
ELECTRICAL CONTRACTOR TO WIRE ROOF TOP UNIT CONTROL CIRCUIT THRU
AUXILIARY CONTACTS IN SMOKE DETECTOR AND MAKE ALL FINAL CONNECTIONS.
(TYPICAL OF ALL ROOF TOP UNITS)
16.REFER TO SHEET E5.1 ELECTRICAL ELEVATIONS FOR RECEPTACLE AND COVER
PLATE LEGEND TO ENSURE PROPER RECEPTACLE TYPE, COLOR, AND COVER
PLATE.
17.ALL ROOF PENETRATIONS NEED TO BE SEALED ACCORDING TO ROOFING
MANUFACTURER'S INSTRUCTIONS.
18.COORDINATE WORK ABOVE THE CEILING WITH OTHER TRADES TO PROVIDE THE
GREATEST POSSIBLE CLEARANCE.CONDUITS SHALL BE ROUTED IN THE DIRECTION
OF THE TRUSSES.
19.ONLY EMT CONDUITS ARE ALLOWED IN RECEIVING/DRY STORAGE.
20.PROVIDE WALL BOX WITH 1/2" CONDUIT STUBBED OUT TO ABOVE ACCESSIBLE
CEILING WITH NYLON BUSHINGS AND PULLSTRING FOR ALL LOW VOLTAGE
DEVICES.
21.REFER TO SHEET E2.2 FOR DATA AND POS SYSTEM REQUIREMENTS.
GENERAL NOTES
2 E5.1 5
1
A-3
A0105
10
B-1
E5.1
A-31
N0508
16"
40"
4
16"
100"
100"
A-1
A-37
OFFICE
108
RT 15
RT
A-15
5
40"
A-35
A-21
+38"
CREW
114
B-39
14
S
+16"
+16"
13
+86"R
B-15
A-23
GFI
+60"
17
B-33
WH-1
RTU-1
WP
B-38
+16"
FAMILY
102
FAMILY
103
HALLWAY
109
UTILITY
116
+38"
A-21
+78"
C-24,26
A0801
+48"
B-23
QP0909
KITCHEN
106
J
2
B-30
V0105
19
+40"
J
A-32
A-1
A-35
WPB-38
+16"
PAY
WINDOW
113
V0105
V0105
B-13
B-17
J
21
FREEZER
110
16
WPB-22
J
21
COOLER
111
RECEIVING
112
WPB-38
+16"
J
10
J
10
B-22
B-41
+72"
+38"
+38"
4
B-32
V0105
19
+40"
J
J
A-24
A-30
B-3
+36"
A-19
33"
33"
T
T
T
B-5
11
A-9
DINING
101
ENTRY
100
A-29
C-28,30
UH-1
20
J
D0201
A-3
B-24
B-21
V0105
Q0605
9
D0101
J
18
DRIVE-THRU
105
2
E2.1
D3002
K1401
C-7,9
C-1,3,5
J
C-21
J
3 L0502
L0307
5
E5.1
1
8'-9" CENTER OF GRILL RECEPTACLES.
A B E F G
LKJ
6
6
CC-25,27,29
CC-26,28,30
+65"
A-1
+65"K0821 K0824
EP1537
D0101
C-2,4
+18"
22
J
C-6
WH-2
UTILITY
116
3
C-8,10
A0608
C-20
A1301
A-1
Q0606
B-29
A-1
B-7,9,11 Q0807
A-3
D1701
D1703
D1702
12
4
4
U0510 7
A-7
J
PAY WINDOW
A-7
J
B-31
A-3
V1503
D0101
V2201
V1801
C-39C-34
Q0608
V2201
V0702
C-36
C-37
1.MODULAR PANEL SYSTEM. SEE DETAIL #1 ON SHEET E3.1 FOR MORE INFORMATION.
2.JUNCTION BOX ABOVE CEILING FOR FOR USED COOKING OIL TANK ALARM. PROVIDE 1"
CONDUIT WITH PULL STRING FOR SUPPLIER FOR INSTALLATION OF ALARM. COORDINATE
REQUIREMENTS WITH SUPPLIER.
3.120 VOLT NORMALLY OPEN MOMENTARY CONTACT MICROSWITCH MOUNTED IN HOOD
EXTINGUISHING SYSTEM SUCH THAT OPERATION OF EXTINGUISHING SYSTEM SHALL CAUSE
MICROSWITCH TO CLOSE (TYPICAL OF 2) REFER TO SHEET M1.1. REFER TO DETAIL 2, SHEET
E3.1.
4.RECEPTACLES PREWIRED IN MODULAR COUNTER. RUN CIRCUIT WIRING TO THE WALL AND
RUN ABOVE CEILING. COORDINATE WITH COUNTER SHOP DRAWINGS. PROVIDE 1" CONDUIT
WITH PULLSTRING FOR POS DATA BOXES.
5.PROVIDE RECEPTACLE FOR IRRIGATION SYSTEM CONTROLLER. COORDINATE REQUIREMENT
AND LOCATION WITH ARCHITECT.
6.REFER TO GRILL LINE ELEVATION DETAIL, SHEET E5.1 FOR CIRCUIT CONNECTIONS TO
PREWIRED JUNCTION BOXES IN KITCHEN EQUIPMENT SUPPLIED CHASE. REFER TO KITCHEN
EQUIPMENT CONNECTION SCHEDULE, SHEET E3.2 FOR ADDITIONAL INFORMATION.
7.PROVIDE POWER CONNECTION TO JUNCTION BOX ABOVE CEILING IN THIS AREA FOR STATIC
MENU BOARD. CONNECTION TO LED SPINNER MENU TRANSFORMER. MAKE CONNECTIONS
FROM TRANSFORMER TO (7) MENU PANELS. NO OTHER ELECTRICAL OR DATA DEVICES ARE
NEEDED FOR MENU BOARDS..
8.NOT USED.
9.ONE (1) POWER AND ONE (1) DATA 1" CONDUITS WITH PULL STRING UNDER SLAB.
COORDINATE EXACT PLACEMENT & LOCATE CONDUITS ACCORDINGLY PRIOR TO ROUGH-IN.
REFER TO ARCHITECTURAL PLANS. REFER TO DETAIL #10 ON SHEET E5.1.
10.PROVIDE POWER CONNECTION TO DOOR HEATER & EMERGENCY DOOR ALARM. REFER TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
11.PROVIDE RECEPTACLE FOR ICE MACHINE AND FREESTYLE MACHINE IN KITCHEN EQUIPMENT
SUPPLIED CHASE G1402. WIRE THROUGH JUNCTION BOXES SUPPLIED IN CHASE. COORDINATE
MOUNTING LOCATION WITH KITCHEN EQUIPMENT SUPPLIER.
12.MOUNT RECEPTACLE FOR BEVERAGE SCREEN IN CEILING BULKHEAD. REFER TO SERVICE
AREA ELEVATION, SHEET E5.1.
13.RECESSED RECEPTACLE FOR FLY LIGHT. COORDINATE FINAL LOCATION WITH ARCHITECT
PRIOR TO ROUGH-IN.
14.PROVIDE RECEPTACLE AT 18" AFF FOR CARBON DIOXIDE METER. PROVIDE CAT 5 CABLE BACK
TO MANAGERS OFFICE FOR REMOTE DISPLAY UNIT. COORDINATE FINAL LOCATIONS WITH
ARCHITECT. COORDINATE ALL REQUIREMENTS WITH VENDOR.
15.PROVIDE BOX AND CONDUIT RUN ABOVE CEILING FOR RTU REMOTE TEST SWITCH.
16.PROVIDE HEAT TRACE AND REQUIRED RECEPTACLE FOR CONDENSATION LINE, COORDINATE
WITH PLUMBING CONTRACTOR THE EXACT LOCATION PRIOR TO ROUGH-IN.
17.PROVIDE OUTLET FOR RE-CIRC PUMP. COORDINATE EXACT LOCATION AND REQUIREMENT
WITH PLUMBING CONTRACTOR. PLACE ON KITCHEN LIGHT CONTROL ZONE..
18.PROVIDE FLEXIBLE CONDUIT FROM FURNITURE MOUNTED POWER AND DATA OUTLET TO
JUNCTION BOX ON THE WALL FOR CUSTOMER SELF ORDER STATION, UPS AND POS.
COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN..
19.MOUNT RECEPTACLE HORIZONTAL TO ENSURE CLEARANCE WITH COUNTER TOP AND BACK
SPLASH.
20.PROVIDE POWER CONNECTION TO UNIT HEATER. COORDINATE REQUIREMENTS WITH
MECHANICAL CONTRACTOR.
21.PROVIDE CONNECTION TO EVAPORATOR POWERED BY ROOF MOUNTED CONDENSER UNIT.
22.PROVIDE 60A 2-POLE 208V NON-FUSED DISCONNECT SWITCH FOR DISHWASHER WATER
HEATER. MOUNT 96" ABOVE FINISH FLOOR IN ACCESSIBLE LOCATION. COORDINATE WORK
WITH PLUMBING AND KITCHEN EQUIPMENT SUPPLIER.
23.PANIC HARDWARE SHALL BE INSTALLED AS PER IBC SECTION 1010.10.
A- 7
8
J
DRIVE THRU
WINDOW
WF
E5.1
7
N0501
D0201
+38"
C-33
B-27
Q0406
B-35 B-37
11
D0200
E1417
Q0606
B-19
4
C-41
+84"
CC-19,21,23
K0821
EP1529
J
B-35
79
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3
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11/26/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
2 11/26/2021 City Comments
POWER PLAN
E2.1
KH
MJ
A
B
1
1IT PLAN
1/4" = 1'-0"
1. VOLUME CONTROL AT 48" A.F.F. PROVIDE 3/4" CONDUIT TO JUNCTION BOX AT MUSIC SYSTEM.
2. 2'x4'x3/4" FIRE RESISTANT PLYWOOD BACKBOARD FOR INCOMING TELEPHONE SERVICE.
3. PROVIDE (2) 1" DATA CONDUIT WITH PULL STRING TO NETWORK HUB. PROVIDE CONNECTION
TO FURNITURE MOUNTED DATA OUTLET. COORDINATE REQUIREMENT PRIOR TO ROUGH-IN.
4. ONE (1) 1" CONDUIT WITH PULL STRING IN SLAB FOR DRIVE-THRU WINDOW. COORDINATE
EXACT LOCATION PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL PLANS. REFER TO
CONDUIT IN SLAB DETAIL, SHEET E5.1.
5. ONE (1) DATA 1" CONDUITS WITH PULL STRING UNDER SLAB. COORDINATE EXACT PLACEMENT
& LOCATE CONDUITS ACCORDINGLY PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL PLANS.
REFER TO DETAIL #10 ON SHEET E5.1.
6. SOUND SPEAKER, REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND
ORIENTATION. SPEAKERS CAN BE DAISY-CHAINED SPEAKER TO SPEAKER AND WIRED BACK
TO JUNCTION BOX IN MANAGER'S OFFICE.
7. RUN (1) 3/4"CONDUIT FROM SOUND SYSTEM JUNCTION BOX IN WALL IN MANAGER'S OFFICE
ABOVE CEILING TO DINING AREA (AND PATIO) FOR SPEAKERS WITH PULL STRING.
8. PROVIDE WIRING FROM TELEPHONE BOX TO DEMARCATION POINT.
9. PROVIDE CAT 5 CABLE BACK TO MANAGERS OFFICE FOR CARBON DIOXIDE METER REMOTE
DISPLAY UNIT. COORDINATE FINAL LOCATIONS WITH ARCHITECT. COORDINATE ALL
REQUIREMENTS WITH VENDOR.
10. FRONT COUNTER REGISTER DATA OUTLETS PREWIRED IN MODULAR COUNTER. PROVIDE 1"
CONDUIT WITH PULL STRING FOR POS DATA BOXES.
11. PROVIDE JUNCTION BOX WITH 1' CONDUIT WITH PULL STRING THROUGH CURB TO 2" BELOW
PAVEMENT LINE FOR CAR SENSOR DETECTOR LOOP. COORDINATE WITH CIVIL PLANS AND
COORDINATE INSTALLATION IN FIELD WITH SUPPLIER.
12. (1) 1" CONDUIT FOR DATA & (1) 1" CONDUIT FOR AUDIO AND TIMER SIGNAL UNDERGROUND TO
ORDER CONFIRMATION DISPLAY.
13. ENSURE CONDUIT STUBS ARE WITHIN THE 5"X5" OPEN AREA IN THE BOTTOM OF EACH
CANOPY SUPPORT.
14. 1" CONDUIT WITH 1-120V CIRCUIT TO PRE-SELL BOARD.
15. PROVIDE (3) 3/4" CONDUITS FOR POWER FROM ELECTRICAL PANEL (UNDERGROUND) TO MENU
BOARD WITH THREE (3) 120V CIRCUIT FOR MENUBOARD AND PRE-SELL MENUBOARD.
PROVIDE (1) 2" CONDUIT FOR DATA FROM BUILDING ABOVE CEILING TO MENUBOARD.
16. PROVIDE 1' CONDUIT WITH PULL STRING THROUGH CURB TO 2" BELOW PAVEMENT LINE FOR
DETECTOR LOOP.
17. PROVIDE 1" CONDUIT FROM ELECTRICAL PANEL A (UNDERGROUND) TO ORDER CANOPY WITH
TWO (2) 120V POWER FOR CANOPY LIGHTING AND LCD AND ONE (1) FOR OPTIONAL CANOPY
HEAT TAPE.
#CODED NOTES:
A. THE CONDUITS, JUNCTION BOXES AND OUTLETS SHOWN ARE INSTALLED BY ELECTRICAL
CONTRACTOR AND ARE IN ADDITION TO THOSE INDICATED ON SHEET E2.1. ALL ITEMS SHOWN
ARE TO CLARIFY AND EMPHASIZE THE IMPORTANCE OF PROPER PLACEMENT.
B. ALL CONDUITS SHOULD BE STEEL STUBBED OUT ABOVE THE CEILING LINE AND TERMINATED
INTO A J-BOX AS NOTED AND CAPABLE OF ACCEPTING A FACEPLATE COVER.
C. ALL J-BOXES SHOULD BE INSTALLED IN SUCH A WAY THAT THEY ARE NOT BLOCKED BY OTHER
EQUIPMENT OR STRUCTURAL COMPONENTS.
D. ALL CABLE ACCESS OPENINGS THRU S/S MUST HAVE RUBBER OR PLASTIC GROMMETS
INSTALLED.
E. TELEPHONE, DATA AND CATV CABLING SHALL BE PROVIDED BY OTHERS.
F. PROVIDED NYLON BUSHINGS ON ALL CONDUITS.
G. REFER TO SHEET E1.1 FOR GENERAL ELECTRICAL NOTES.
H. MOUNT DEVICES INSTALLED ON EQUIPMENT ON NON-REMOVABLE PANEL. COORDINATE
LOCATION PRIOR TO COMMENCING ROUGH-IN WORK.
I. HEIGHTS INDICATED FOR RECEPTACLES AND JUNCTION BOXES ARE MEASURED FROM FINISH
FLOOR TO THE CENTER OF THE BOX.
LOW VOLTAGE/IT GENERAL NOTES
6
6
ENTRY
100
J
3
+65"
CHASE #3
BY KED
KITCHEN
106
DRIVE-THRU
105
E5.1
DRIVE THRU
105
J
J
11
CHASE #4
BY KED
PAY
WINDOW
113
J
+16"
11
1
N0508
E5.1 4
VC VC
40"
100"
2
8
9
+16"
100"
+16"
+16"
+16"
J
OFFICE
108
CREW
114
66
FAMILY
102
FAMILY
103
HALLWAY
109
UTILITY
116
7
10
COOLER
111
FREEZER
110
RECEIVING
112
12
14
15
16
REFER TO CIVIL
SITE SHEETS FOR
MORE INFORMATION
A-34
MENU BOARD
J
J
J
A-18
A-40
93"
D1702
D1703
D1701
D0200
D0101
+65"
+65"
5
1
3
D0201
DRIVE THRU
WINDOW
J
4
+65"
D0101
2 E5.1
5
6 E5.1
14
PRE-SELL MENU BOARD
MENU BOARD
J
J
A-14
A-42
79
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3
8
0
0
8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
LOW VOLTAGE / IT PLAN
E2.2
KH
MJ
1ROOF POWER PLAN
1/4" = 1'-0"
PHOTO CONTROLS,
MOUNT ON ROOF TO
PARAPET WALL. SEE
DETAIL 02 ON THIS
SHEET
KITCHEN ICE
MACHINE
CONDENSING
UNIT
FREESTYLE ICE
MACHINE
CONDENSING UNIT
WALK - IN COOLER
CONDENSING UNIT B-34,36
EF-3
A-26
CC-12
B-26,28
EF-2
EF-1
1
SANDWICH LINE
CONDENSING UNIT
A. REFER TO SHEET E1.1 FOR GENERAL ELECTRICAL NOTES AND SHEET E2.1 FOR ELECTRICAL
LEGEND.
B. VERIFY EXACT LOCATIONS OF HVAC AND PLUMBING EQUIPMENT, CONDUIT STUB-UPS AND
POWER CONNECTIONS PRIOR TO ROUGH-IN.
C. WIRE ROOF TOP UNIT CONTROL CIRCUIT THROUGH AUXILIARY CONTACTS IN SMOKE
DETECTOR AND MAKE ALL FINAL CONNECTIONS. (TYPICAL OF ALL ROOF TOP UNITS)
D. PROVIDE NEMA 3R DISCONNECT SWITCH IF EQUIPMENT MANUFACTURER DOES NOT PROVIDE
ONE WITH EQUIPMENT. VERIFY DISCONNECT REQUIREMENTS WITH MANUFACTURER.
E. DISCONNECTS ARE SHOWN FOR REFERENCE ONLY. ACTUAL LOCATION OF DISCONNECTS
SHALL BE COORDINATED AND VERIFIED WITH EQUIPMENT MANUFACTURER AND FINAL
ORIENTATION OF EQUIPMENT ONCE PLACED ON ROOF.
1. PROVIDE CONNECTION TO ASSOCIATED HOOD ON SWITCH. COORDINATE ALL REQUIREMENTS
WITH MECHANICAL DRAWING AND HOOD WIRING DIAGRAM PRIOR TO ROUGH-IN.
2. PROVIDE 30A 208V 3P DISCONNECT SWITCH FUSED AT 15A IN NEMA 3R ENCLOSURE. PROVIDE
(2)#10 AND (1)#10 GROUND IN 3/4" CONDUIT FROM EQUIPMENT TO REMOTE UNIT. VERIFY ALL
OTHER REQUIRED WIRING. COORDINATE EXACT REQUIREMENTS WITH MANUFACTURER AND
MAKE ALL FINAL CONNECTIONS REQUIRED FOR PROPER OPERATION.
3. WEATHERPROOF RECEPTACLE PROVIDED WITH ROOF UNIT. PROVIDE POWER AS INDICATED.
4. PROVIDE 30A 208V 2P DISCONNECT SWITCH IN NEMA 3R ENCLOSURE FOR ICE MACHINE
CONDENSING UNITS. MAKE ALL CONNECTIONS TO ASSOCIATED UNIT PER MANUFACTURER'S
INSTRUCTIONS.
ROOF
4"
3/4" CONDUIT TO
CONTROL SECTION
OF FCLC.
SINGLE-GANG WEATHERPROOF
JUNCTION BOX MOUNTED
HORIZONTALLY WITH ROOF
SURFACE (TYPICAL).
PHOTO SENSOR PROVIDED BY FAN
CONTROL/LIGHTING CONTROL
PANEL SUPPLIER. INSTALL ON SIDE
OF PARAPET WALL FACING NORTH,
4" DOWN FROM THE TOP. INSTALL
PER MANUFACTURER'S
INSTRUCTIONS. ENSURE THAT NO
SHADOWS CAST DIRECTLY ON
PHOTOCELL.
TOP OF
PARAPET WALL
ROOF PLAN GENERAL NOTES #CODED NOTES:*HVAC MOTORS & EQUIPMENT CONNECTIONS
MARK SERVING MOCP V/P
UNIT
LOCATION
FEEDER
CO
N
D
U
C
T
O
R
S
(G
R
O
U
N
D
N
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IN
C
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U
D
E
D
)
WI
R
E
S
I
Z
E
GR
O
U
N
D
S
I
Z
E
EF-1 GRILL EXHAUST 20 208/1 ROOF 2 10 10
EF-2 FRYER EXHAUST 20 208/1 ROOF 2 10 10
EF-3 RESTROOM EXHAUST 20 120/1 ROOF
21212
DISCONNECT STARTER CONTROL
FA
C
T
O
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Y
I
N
S
T
A
L
L
E
D
DI
S
C
O
N
N
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C
T
WP
.
D
I
S
C
O
N
N
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C
T
SW
I
T
C
H
ST
A
R
T
E
R
-
IN
T
E
G
R
A
L
WI
T
H
E
Q
U
I
P
M
E
N
T
LOCATION
SW
I
T
C
H
O
R
BR
E
A
K
E
R
IN
T
E
R
L
O
C
K
W/
T
H
E
R
M
O
S
T
A
T
WI
R
I
N
G
B
Y
NE
A
R
U
N
I
T
EQ
U
I
P
M
E
N
T
PA
N
E
L
RO
O
M
N
U
M
B
E
R
XEC
XEC
EC
X
X
X
CO
N
D
U
I
T
3/4"
3/4"
3/4"
X
X
X
108
108
108 X
2 PHOTOCELL CONTROL MOUNTING DETAIL
NOT TO SCALE
C-17,19 4B-14,16
4
WALK - IN FREEZER
CONDENSING UNIT
B-2,4,6
2
C- 31
RTU-1
MDP-3
RTU-2
MDP-4
WP
3
3
WP
B-8,10,12
2
TRANE - NATURAL GAS
TRANE - NATURAL GAS
80 208/3 ROOF 3 3
8
80 208/3 ROOF 3 3
8
RTU-1
RTU-2
XXX XEC
XXX XEC
1-1/4"X
X
108
1081-1/4"
WP
C- 31
3
79
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0
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6
3
6
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3
4
9
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1
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3
8
0
0
8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
ROOF POWER PLAN
E2.3
KH
MJ
NEUTRAL
SHUNT
TRIP
BREAKERS
IN 'MDP'
RED
BLACK
CIRCUIT
A-5
MICRO SWITCH
IN HOOD
POWER KILL
SWITCHES
NOT TO SCALE
SHUNT TRIP CIRCUIT DETAIL 2
SERIES RATED NOTES
MAIN BREAKERS IN MDP TO BE "FULLY" RATED TO WITHSTAND THE AVAILABLE
FAULT CURRENT AT M.D.P. OF 65,000 AMPS R.M.S.
2.THE DISTRIBUTION SYSTEM IS TO BE A "SERIES" RATED, TWO-TIER, 65/10 SYSTEM.
3.MOTOR LOAD CONTRIBUTION TO THESE PANELBOARDS SHALL NOT EXCEED 1.0%
OF THE PANELBOARD A.I.C. RATING.
4.WHERE "SERIES" RATING IS USED, PANELBOARDS AND DISTRIBUTION PANELS ARE
TO BE LEGIBLY MARKED TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A
"SERIES" COMBINATION RATING. LABELS CAN BE FACTORY INSTALLED OR
ENGRAVED PLASTIC-LAMINATE CARD. MARKING SHALL COMPLY WITH ARTICLE
110-22 OF N.E.C.
CONTROL ZONES
ZONE 1 KITCHEN LIGHTS & WORK LIGHTS
ZONE 2 DINING ROOM - GENERAL LIGHTS
ZONE 3 HOODS
ZONE 4 PARKING LOT LIGHTS
ZONE 5 EXTERIOR BUILDING LIGHTS/ BUILDING SIGNS/ MENU BOARDS
ZONE 6 NOT USED
ZONE 7 NOT USED
*SEE SHEET W1.1 FOR LIGHT ZONE CONTROL INFORMATION.
ARC FLASH LABELING
A.SWITCHBOARDS, PANELBOARDS AND BUSWAY SHALL HAVE A COMMERCIALLY
PRODUCED PERMANENT LABEL APPLIED, SIMILAR TO IMAGE BELOW, TO WARN OF
POTENTIAL ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16 AND NFPA 70E
B.LABELING MAY BE COMPLETED BY THE CONTRACTOR. THE CONTRACTOR SHALL
VERIFY THAT SWITCHBOARDS AND PANELBOARDS ARE PROPERLY LABELED IN THE
FIELD.
C.PROVIDE AND INSTALL A LABEL SIMILAR TO BELOW TO COMPLY WITH NEC 110.16
AND NFPA 70E. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY TO
QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING OR
MAINTENANCE OF THE EQUIPMENT. LABEL SHALL NOT BE LOCATED ON A HINGED
DOOR, OR A MOVABLE SERVICE.
PANEL
'C'
PANEL
'A'
PANEL
'B'
'COOK-
CENTER'
PANEL
PANEL
'MDP'
EXTERIOR WALL
POWER COMPANY
METER
WP C/T EQUIPMENT
CABINET
REFER TO SHEET W1.2
FOR MORE INFORMATION
ON 'FC/LC'
'LC'
LIGHTING
CONTROL
'FC'
FAN
CONTROL
CONTACT SUPPLIER FOR
SEISMIC BRACING.
SEE ARCHITECTURAL
SHEETS FOR CURB AT
SWITCHGEAR
NOTE: CONTRACTOR TO
ORDER ELECTRICAL PANEL
SYSTEM AT THE START OF
CONSTRUCTION GIVEN THE
6 WEEK LEAD TIME FOR THE
MODULAR PANEL SYSTEM.
CONTRACTOR TO PROVIDE
MECHANICAL AND
ELECTRICAL PLANS WHEN
PLACING ORDER.
SURGE PROTECTION
DEVICE
SPD
NOTE:
CONTRACTOR TO DOWNLOAD AND EXECUTE
MODULAR PANEL SYSTEM'S START UP AND
SYSTEM CHECK LIST REQUIREMENTS FROM
WENDY'S.
PANEL B RTU #2 *
208V
3PH, 3W
*SHUNT-TRIP BREAKER CONTROLLED
BY ANSUL SYSTEM. SHUTDOWN OF
POWER ON LOAD SIDE OF BREAKER
SHALL OCCUR ON ACTIVATION OF FIRE
SUPPRESSION SYSTEM OR UPON
MOMENTARY CONTACT OF
ELECTRICAL SHUT DOWN SWITCH "W"
SUB FEEDERS TO PANELS "A", "B", "C"
AND "COOKCENTER" ARE PREWIRED
AND PREINSTALLED INSIDE THE
MODULAR PANEL SYSTEM.
GND. 2/0
AWG, CU.
1
200/3
6
200/3*
SHUNT
TRIP
3
80/3*
SHUNT
TRIP
5
225/3*
SHUNT
TRIP
2/0 AWG, CU.
PANEL A
MDP
208/120V, 3 PHASE,
4 WIRE 65K AIC
PANEL
COOKCENTER*
MAIN WATER
SERVICE PIPE
REFER TO HVAC
CONNECTION
SCHEDULE IN
SHEET E3.2
C.T.
METER
800A. BUS
2
200/3
E.C. TO PROVIDE NEW WEATHERPROOF
C/T CABINET WITH 8OOA C/T IN
ACCORDANCE WITH UTILITY COMPANY
REQUIREMENTS.
80/3*
SHUNT
TRIP
PANEL C *
EC TO PROVIDE NEW 120/208V,
800A METER SOCKET IN
LANDLORD PROVIDED METER
BASE IN ACCORDANCE WITH
UTILITY COMPANY
REQUIREMENTS.
NEUT.
ISOLATED GROUND
2/0 AWG, CU.
BUILDING STEEL
2/0 AWG, CU.
#6 AWG, CU.
10'-0" COPPER
CLAD GND. ROD
G.C. AND UTILITY TO VERIFY CAPACITY OF EXISTING TRANSFORMER.
IF EXISTING TRANSFORMER ISN'T LARGE ENOUGH FOR UPGRADED
SERVICE SIZE, UTILITY TO UPGRADE TRANSFORMER.
E.C. TO PROVIDE TWO PARALLEL SETS OF
FOUR 600MCM EACH IN 4"CONDUIT
4
RTU #1 *
208V
3PH, 3W
ELECTRICAL DISTRIBUTION GENERAL NOTES
1.PANELS "A", "B" , "C" AND "COOKCENTER" SHALL BE CIRCUITED AS SHOWN.
2.THERMOSTATS TO BE PROVIDED WITH "FC/LC" FAN CONTROL/LIGHTING CONTROL PANEL ALONG WITH REMOTE SENSORS.
3.SYSTEM IS DESIGNED TO FORCE EXHAUST FANS ON WHEN ANSUL SYSTEM ACTIVATES TO MEET CODE REQUIREMENTS.
NEW PRE-PACKAGED,
PRE-WIRED
SWITCHGEAR MODULAR
PANEL SYSTEM
800/3P
MAIN CIRCUIT
BREAKER
NOT TO SCALE
ELECTRICAL ONE-LINE DIAGRAM 1NOT TO SCALE
ELECTRICAL DISTRIBUTION ELEVATION (CPI)3
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFIGFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
EC IS RESPONSIBLE FOR FIELD VERIFICATION OF SITE CONDITIONS AND REPORTING ANY DIFFERENCES
OR DISCREPANCIES TO ELECTRICAL ENGINEER PRIOR TO BID. NO EXTRAS OR CHANGE ORDERS SHALL BE
GIVEN FOR CONTRACTOR'S FAILURE TO VERIFY SITE CONDITIONS PRIOR TO BIDDING. UNLESS
SPECIFICALLY DETERMINED IN THE LEASE, IT IS THE RESPONSIBILITY OF THE TENANT TO INSTALL A
UTILITY OR SUB METER PER LANDLORD SPECIFICATIONS. ALL SUB METERS MUST BE FUNCTIONING
PROPERLY BEFORE TENANT OPENS FOR BUSINESS. THE TOTAL TENANT CONNECTED LOAD CANNOT
EXCEED THE LANDLORD SUPPLIED UTILITY.
ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT VOLTAGE AND
AMPERAGE REQUIREMENTS PRIOR TO FINAL CONNECTION AND REPORT ANY
DIFFERENCES TO ENGINEER. DO NOT MAKE ANY FINAL CONNECTIONS IF
VOLTAGES SHOWN ON PLANS DO NOT MATCH EQUIPMENT DELIVERED.
·ALL KITCHEN 120V, SINGLE PHASE, 15A AND 20A RECEPTACLES SHALL BE GFI TYPE PER
NEC SECTION 210.8 (B).
·ALL GFCI RECEPTACLES SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION OR A
GFCI CIRCUIT BREAKER SHALL BE USED TO FEED THE CIRCUIT NOTED.
·ALL 125V, 15A AND 20A CIRCUITS TO KITCHEN EQUIPMENT SHALL BE FED WITH A
DEDICATED NEUTRAL WIRE.
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
E.C. TO PROVIDE TWO PARALLEL SETS OF
FOUR 600MCM EACH IN 4"CONDUIT
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
79
6
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C
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.
L
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s
,
M
O
6
3
0
2
6
T
6
3
6
.
3
4
9
.
1
6
0
0
F
6
3
6
.
3
4
9
.
1
7
3
0
CE
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
T
Y
N
O
.
3
8
0
0
11/26/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
2 11/26/2021 City Comments
ELECTRIC DISTRIBUTION
(GAS HEAT/GAS COOKING)
E3.1
KH
MJ
GENERAL NOTES
FIXTURE & EQUIPMENT CONNECTION SCHEDULE
SYMBOL QUANTI
TY GENERAL FIXTURE DESCRIPTION
CONNECTIONS FEEDER
REMARKS
KILOWATT
S
VOLTAGE/PHA
SE TYPE
PLUG
CORD
FURNIS
HED *
CONDU
CTORS*
*
WIRE
SIZE
GROUN
D SIZE
CONDUI
T SIZE
FRONT COUNTER - HOCKEY STICK
Q0606 1 REFRIGERATOR - FRONT COUNTER .888 120V/1PH DUPLEX RECEPTACLE ES 2 #12 #12 12"
E1417 1 FRONT COUNTER (PRE-WIRED)120V/1PH PRE-WIRED DUPLEX RECEPTACLE
BEVERAGE LINE - FREESTYLE
A0105 1 BEVERAGE SYSTEM, PUW - FREESTYLE .800 120V-1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
A0608 1 COFFEE BREWER 2.680 120/208V-1PH L14-20R RECEPTACLE EC 3 #12 #12 12"
A1302 1 BEVERAGE DISPENSER (BUBBLER).396 120V/1PH DUPLEXRECEPTACLE EC 2 #12 #12 12"
Q0807 1 FROSTY MACHINE - DUAL HEAD 5.8A 208V/3PH L 15-30R RECEPTACLE EC 3 #8 #10 1-1/4"(1)
SINGLE LINE COOK CENTER EP1528
E1528 1 SANDWICH STATION REFRIGERATOR .690 120V/1PH JUNCTION BOX 'A' IN CHASE #EP1528 ES 2 #12 #12 12"
E1528 1 SANDWICH STATION CONDENSING UNIT .172 120V/1PH JUNCTION BOX 'A' IN CHASE #EP1528 ES 2 #12 #12 12"
2 HMP6 WARMER .756 120V/1PH JUNCTION BOX 'B' IN CHASE #EP1528 ES 2 #12 #12 12"
V0608 1 BUN WARMER .600 120V/1PH JUNCTION BOX 'E' IN CHASE #EP1528 ES 2 #12 #12 12"
V1903 1 MPC-22 - WARMER .399 120V/1PH JUNCTION BOX 'E' IN CHASE #EP1528 ES 2 #12 #12 12"
V1902 1 MPC-1L - WARMER .110 120V/1PH JUNCTION BOX 'E' IN CHASE #EP1528 ES 2 #12 #12 12"
V0608 1 BUN WARMER .600 120V/1PH JUNCTION BOX 'E' IN CHASE #EP1528 ES 2 #12 #12 12"
D0201 1 POS TERMINAL .1 120V/1PH JUNCTION BOX 'F' IN CHASE #EP1528 ES 2 #12 #12 12"(2)
V0304 1 TOASTER 2.8 208V/1PH JUNCTION BOX 'G' IN CHASE #EP1528 ES 2 #12 #12 12"
V1902 1 MPC-1L - WARMER .110 120V/1PH JUNCTION BOX 'G' IN CHASE #EP1528 ES 2 #12 #12 12"
V1903 1 MPC-22 - WARMER .399 120V/1PH JUNCTION BOX 'G' IN CHASE #EP1528 ES 2 #12 #12 12"
V1903 1 MPC-22 - WARMER .399 120V/1PH JUNCTION BOX 'G' IN CHASE #EP1528 ES 2 #12 #12 12"
E1527 1 SALAD STATION 1.726 120V/1PH JUNCTION BOX 'H' IN CHASE #EP1528 ES 2 #12 #12 12"
K0502 1 MICROWAVE 1.726 208V/1PH JUNCTION BOX 'J' IN CHASE #EP1528 ES 2 #12 #12 12"
E1529 1 MEATWELL REFRIGERATION 1.726 120V/1PH JUNCTION BOX 'K' IN CHASE #EP1528 ES 2 #12 #12 12"
V1902 1 MPC-1L - WARMER .110 120V/1PH JUNCTION BOX 'L' IN CHASE #EP1528 ES 2 #12 #12 12"
K0824 1 ELECTRIC STAGING GRILL 7.2 208V/3PH SPECIAL RECEPTACLE NEMA 15-30 EC 3 #10 #10 3/4"
K0821 1 GRILL - LEFT SIDE 17.0 208V/3PH SPECIAL RECEPTACLE NEMA 15-60 EC 3 #6 #10 1"
K0821 1 GRILL - RIGHT SIDE 8.5 208V/3PH SPECIAL RECEPTACLE NEMA 15-30 EC 3 #10 #10 3/4"
KITCHEN EQUIPMENT - FRYLINE
L0502 1 EXHAUST HOOD FRYLINE 1.0 120V/1PH JUNCTION BOX MOUNTED IN THE HOOD EC 2 #12 #12 12"
J1004 1 OPEN FRYER - 4 WELL 1.0 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
K1401 1 COMBI OVEN 6.8 208V/3PH SPECIAL RECEPTACLE NEMA 15-30 EC 3 #10 #10 3 4"
K1402 1 OVEN, HIGH SPEED 5.7 208V/1PH SPECIAL RECEPTACLE NEMA 6-30 EC 2 #10 #10 3 4"
Q0406 1 FREEZER, UPRIGHT - 1 DOOR 1.08 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
Q0605 1 REFRIGERATOR, UNDERCOUNTER - 1
DOOR .480 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
V0105 4 COOKER/WARMER 1.4 120V/1PH SIMPLEX RECEPTACLE EC 2 #12 #12 12"
V2201 1 FRY HOLDING MOLDULE 1.0 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
D2201 1 FRY LINE TIMER 0.2 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
V0702 1 FOOD WARMER, 3-LANE 0.5 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
V1503 1 NUGGET WARMER HOLDING CABINET 1.2 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
V1801 1 FRY STAGING WARMER 0.350 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
Q0608 1 FREEZER, UNDERCOUNTER - 2 DOOR 0.572 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
KITCHEN EQUIPMENT - PREP AREA / WAREWASH
A0801 1 TEA BREWER 2.704 120/208V/1PH SPECIAL RECEPTACLE L14-20P EC 3 #12 #12 12"
T2061 1 WAREWASH MACHINE 1.4 120V/1PH DUPLEX RECEPTACLE NEMA 5-20 EC 2 #12 #12 12"
WH-2 1 WATER HEATER (FOR T2061)6.0 208V/1PH WP DISCONNECT AT UNIT EC 2 #8 #10 3 4"
T2062 1 WAREWASH MACHINE W/BOOSTER 5.0 208V/1PH HARDWIRED EC 2 #10 #10 3 4"
KITCHEN EQUIPMENT - DRINK EQUIPMENT
QP0909 1 ICE MAKER WITH BIN - KITCHEN 0.4 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 3 4"
Q01##1 ICE MAKER REMOTE 1.260 208V/1PH WP DISCONNECT AT UNIT EC 3 #12 #12 3 4"
OFFICE/EMPLOYEE AND SAFETY
N0508 1 BACK OFFICE SAFE .18 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"
DINING ROOM - DRINK STAND
A0202 2 FREESTYLE BEVERAGE SYSTEM
(SELF-SERVE - DINING ROOM).800 120V/1PH DUPLEX RECEPTACLE ES 2 #12 #12 12"
QP0222 2 ICE MAKER - DINING ROOM 0.4 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 3 4"
Q01##1 ICE MAKER REMOTE 1.260 208V/1PH WP DISCONNECT AT UNIT EC 3 #12 #12 3 4"
POS SYSTEM AND KIOSK
D0101 5 POS MONITOR .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
D0201 4 POS MONITOR .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
D1701 1 CUSROMER ORDER PICK UP SCREEN .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
D1702 1 ORDER RUNNER SCREEN .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
D1703 1 BEVERAGE SCREEN .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
U0510 1 STATIC MENUBOARD .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
D1701 1 SELF ORDER STATION KIOSK .1 120V/1PH DUPLEX RECEPTACLE EC 2 #12 #12 12"(2)
A.EC - EQUIPMENT FURNISHED BY ELECTRICAL CONTRACTOR. ES - EQUIPMENT SHALL BE PREWIRED BY EQUIPMENT SUPPLIER, SUPPLIER, FIELD CONNECTIONS BY ELECTRICIAN.
B.ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO KITCHEN EQUIPMENT.
C.ALL HARDWIRED CONNECTIONS TO BE MADE WITH SEAL-TIGHT FLEXIBLE METAL CONDUIT WITH INSULATED GROUND WIRE INSTALLED WITH PHASE AND NEUTRAL CONDUCTORS.
GROUND WIRE TO BE BONDED AT BOTH ENDS.
D.ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT REQUIREMENTS (INCLUDING THOSE SCHEDULED) WITH SUPPLIER PRIOR TO ROUGH-IN.
E.ALL 15A AND 20A, 120V RECEPTACLES IN KITCHEN SHALL BE GFCI PROTECTED
F.PROVIDE (2)#10 AND (1)#10 GROUND IN 3/4" CONDUIT FROM EQUIPMENT TO REMOTE UNIT. COORDINATE EXACT REQUIREMENTS WITH MANUFACTURER AND MAKE ALL FINAL
CONNECTIONS REQUIRED FOR PROPER OPERATION.
*VERIFY QUANTITIES WITH ARCHITECTURAL EQUIPMENT PLAN AND SCHEDULE.*
REMARKS (#)
1.CORD WITH NEMA 15-30 PLUG PROVIDED BY KED.
2.DEDICATED CIRCUIT WITH ISOLATED GROUND.
3.REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS.
4.MOUNTING HEIGHT AS DIRECTED BY EQUIPMENT SUPPLIER.
Kitchen Equipment Schedule
E3.2
KH
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79
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11/26/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
2 11/26/2021 City Comments
A
B
1
'TIMELOCK' SAFE
DECAL - PART OF
MARKETING
DECALS. SUPPLIED
AND INSTALLED BY
OTHERS.
DROP BOX
N0202
SECURITY
MONITOR
'TIMELOCK'
SAFE DECAL -
PART OF
MARKETING
DECALS.
SUPPLIED AND
INSTALLED BY
OTHERS.
'TIMELOCK' SAFE DECAL -
PART OF MARKETING DECALS.
SUPPLIED AND INSTALLED BY
OTHERS.
DROP BOX
N0202
E4.1
4
'DO NOT
OPEN'
DOOR
STICKER
48" A.F.F.
(INSIDE)
E4.1
E4.1
5
2
18"
E4.1
E4.1
6
3
INSTALL NON-CONDUCTIVE 1/2"
CONDUIT WITH PULL LINE FROM
UTILITY ROOM TO J-BOX. REFER TO
DETAILS #3 & #6.
"TIMELOCK"
SAFE
DECAL
48" A.F.F.
(OUTSIDE)
SMART SAFE LOCATION
N0501
DROP BOX
N0202
OFFICE SAFE
N0508
AIM TO
VIEW
ORDERING
AREA
1SECURITY PLAN
1/4" = 1'-0"
DC
DC
DC
MD
KP
CP
AS
DB
DB
DB
OS
C1
C7
C2
C6
C5
C4
C8
WP
C11
C3
C9 C10
18"WP
MD
DR
48
"
TIME CLOCK
SECURITY
KEYPAD
48" A.F.F.
5 SECURITY KEYPAD LOCATION
NOT TO SCALE
18
"
INTERIOR ELEVATION OF COOLER/FREEZER
J-BOX WITH PULL
LINE
INTERIOR
WALL OF
WIC/WIF BOX
DOOR FROM
COOLER/FREEZER
1/2" PVC CONDUIT
NOT TO SCALE
WALK-IN PANIC BUTTON 6
INTERIOR ELEVATION
"TIMELOCK" SAFE DECAL - PART OF
MARKETING DECALS. SUPPLIED AND
INSTALLED BY OTHERS.
OF PICK-UP WINDOW
NOT TO SCALE
PUW DECALS 4
1"
COOLER CEILING
WIRING BY OTHERS
TERMINATE
CONDUIT IN J-BOX
12" CONDUIT WITH
PULL STRING
SEAL
PENETRATIONS
OF CONDUIT
WIRING BY
OTHERS
FINISHED
CEILING
GC NEED TO SEAL
INTERIOR AND EXTERIOR
CONDUIT ONCE LOW
VOLTAGE WIRING IS RUN.
NOT TO SCALE
SECURITY WIRING DETAIL 3
STOP
ALTO!
STOP
ALTO!
NO ABRIR SIN ESTAR UN GERENTE
PRESENTE Y NUNCA DESPUES
DE ANOCHECER.
DO NOT OPEN
WITHOUT MANAGER BEING
PRESENT AND NEVER AFTER DARK
5'
-
0
"
H
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WI
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S
O
R
D
O
O
R
S
C
O
P
E
S
RED
(BACKGROUND)
WHITE (LETTERS)
DOOR CONTACTS
BACK DOOR
VIEWER
MOUNT STICKER BELOW
WINDOW OR SCOPE ON
INSIDE FACE OF REAR
DOOR EXITING STORE
NOT TO SCALE
SECURITY SIGN LOCATION 2
A. THE SAFE IS PROVIDED WITH A 3/4" DIAMETER ANCHOR HOLE IN THE BOTTOM.
ALONG WITH A LEAD SHIELD ANCHOR ASSEMBLY FOR FIELD INSTALLATION.
B. SAFE ANCHORING TO BE DONE BY LOCKSMITH.
C. THE SAFE IS TO BE ANCHORED TO THE FLOOR TO MAXIMIZE SECURITY.
D. FOR PROPER INSTALLATION FOLLOW STEPS BELOW:(ANCHOR ASSEMBLY 1/2-13
THREAD)
1. MARK THE AREA DESIRED FOR ANCHORING
2. DRILL INTO FLOOR WITH A 1" DIAMETER MASONRY BIT 1" DEEP
3. DIS-ASSEMBLE THE ANCHORING BOLT/WASHER FROM THE LEAD SHIELD
ASSEMBLY
4. TAP THE LEAD SHIELD ANCHOR IN THE FLOOR FLUSH WITH THE SURFACE
5. LOCATE AND ALIGN THE HOLE IN THE BOTTOM OF THE SAFE WITH THE LEAD
SHIELD ANCHOR IN THE FLOOR.
6. INSTALL THE FLAT WASHER/BOLT THROUGH THE BOTTOM OF THE SAFE AND
TIGHTEN SECURELY. BY DOING SO, THE SLEEVE ON THE ANCHOR ASSEMBLY
WILL SWELL, WEDGING THE ANCHOR TO THE FLOOR.
SAFE NOTES
DINING ROOM #1
FRONT COUNTER
PICK-UP WINDOW
PAY WINDOW
BACK DOOR/OFFICE
RESTROOM HALLWAY
LEVEL RECOMMENDED
LEVEL 1 THRU 3
LEVEL 2 THRU 3
LEVEL 2 & 3
LEVEL 3
LEVEL 3
CAMERAL LOCATION
C7 PATIO (IF EXISTING)
C8 EXTERIOR MENUBOARD
C9 DRIVE THRU #1
C10 DRIVE THRU #2
C11 MAIN ENTRANCE DOOR
LEVEL RECOMMENDED
LEVEL 1 THRU 3
LEVEL 1 THRU 3
LEVEL 1 THRU 3
LEVEL 1 THRU 3
LEVEL 1 THRU 3
LEVEL 1 THRU 3
CAMERAL LOCATION
C1
C2
C3
C4
C5
C6
SECURITY CAMERA LOCATION
MOUNTING NOTES
IN FRAME HEAD ON LATCH SIDE OF OPENING
CEILING MOUNT
WALL MOUNT 12" TO 18" A.F.F.
WALL MOUNT 65" A.F.F.
WALL MOUNT ABOVE DOOR
SIREN JUST ABOVE CEILING STROBE SURFACE MOUNTED ON
CEILING
SEE SAFE INSTRUCTION
BOLTED DOWN UNDER REGISTER
WALL MOUNT 8" BELOW CEILING -OR- CEILING MOUNT
POST MOUNTED TIGHT TO UNDERSIDE OF STRUCTURE
ADDITIONAL 120 VAC POWER REQUIRED
MOUNTED INSIDE UPPER CABINET IN MANAGERS
OFFICE. ADDIATIONAL 120 VAC AC POWER REQUIRED
ITEM
DOOR CONTACT
MOTION DETECTOR (360
DEGREE CEILING MOUNTED)
WALK-IN PANIC BUTTON
KEYPAD
CONTROL PANEL
SIREN / STROBE
OFFICE SAFE
DROPBOX
CAMERA
SECURITY MONITOR
DVR
MARK
BOLTED DOWN UNDER REGISTER(S)SMART SAFE
SECURITY LEGEND
DC
KP
CP
SS
OS
DB
CX
AS
MD
WP
DR
ENTRY
100
SERVICE
DINING
101
PREP. AREA
107
DRIVE THRU
105
KITCHEN
106
SERVICE
104
UTILITY
116
FAMILY
103FAMILY
102
OFFICE
108
RECEIVING
112
COOLER
111
FREEZER
110
PAY WINDOW
113
CREW
114
79
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3
8
0
0
8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
SECURITY PLAN
E4.1
KH
MJ
E FG
AB
LJK
4'
-
6
"
D0101
E1537
V1902
V1902
E1529
V1903
V1903
V0105
EP1537
NOTE:
THE COOKCENTER IS UL LISTED.
STANDARD RECEPTACLE IN COOKCENTER WITH GFI BREAKERS.
CHASES ARE PRE-WIRED. PULL WIRES TO CONNECT PANEL CIRCUITS TO
CORRESPONDING EQUIPMENT IN THE CHASE J-BOXES. REFER TO
SEPARATE FEEDS JUNCTION BOX SCHEDULE AND KITCHEN EQUIPMENT
SCHEDULE.
VERIFY CONFIGURATIONS WITH SHOP DRAWINGS.
L0307
K0821
V0608
V0403
V0601
5'
-
5
"
6"1'-4"3"3"
8'-8"
V1903
V1902
V1902
V1902
SEPARATE FEED JUNCTIONS BOX SCHEDULE
SINGLE LINE COOK CENTER
EQ. NO.DESCRIPTION CONNECTED THROUGH CIRCUIT NO.
E1528 SANDWICH STATION REFRIGERATOR JUNCTION BOX 'A' CC-8
E1528 SANDWICH STATION CONDENSING UNIT (ROOF)JUNCTION BOX 'A' CC-12
HMP6 BUILT IN WARMER JUNCTION BOX 'B' CC-6
HMP6 BUILT IN WARMER JUNCTION BOX 'B' CC-17
V0608 BUN WARMER JUNCTION BOX 'E' CC-4
V1903 MPC-22 - WARMER JUNCTION BOX 'E' CC-10
V1902 MPC-1L - WARMER JUNCTION BOX 'E' CC-11
D0201 KITCHEN VIDEO SCREEN JUNCTION BOX 'F' A-1
V0403 TOASTER JUNCTION BOX 'G'
CC-1,3
V1902 MPC-1L - WARMER JUNCTION BOX 'G' CC-16
V1903 MPC-22 - WARMER JUNCTION BOX 'G' CC-18
K0502 MICROWAVE JUNCTION BOX 'J'
CC-13,15
E1529 MEATWELL REFRIGERATION JUNCTION BOX 'K' CC-2
V1902 MPC-1L - WARMER JUNCTION BOX 'L' CC-20
K0821 GRILL - LEFT SIDE SPECIAL RECEPTACLE NEMA 15-60
CC-25,27,29
K0821 GRILL - RIGHT SIDE SPECIAL RECEPTACLE NEMA 15-30
CC-26,28,30
K0824 ELECTRIC STAGING GRILL SPECIAL RECEPTACLE NEMA 15-30
CC-5,7,9
DRY STORAGE ONLY
6"
D0101
INSTALL WITH
GROUND PIN UP
15-60R 15-30R 15-30R
6"
K0824
J1004
D0101
K1401
Q0406
K1402
N0501
4'
-
0
"
2'
-
6
"
1'
-
4
"
CAR DETECTOR
LOOP JUNCTION BOX
DRIVE THROUGH
POWER
6'
-
1
0
"
2'
-
3
"
A1301
A0513
A0105
Q0807
D0201
L0502D1701
CAR DETECTOR
LOOP JUNCTION BOX
DRIVE THROUGH
POWER
1'
-
4
"
8"8"8"8"
2'-10"6"11 1/4"
4"
8"
V1801
V0702
V1503
Q0608
D2201
V2201
J1004
1'-4"
1'-2"
1'-4"1'-4"
Q0606
Q0807
D0201
D1701 D0101D1703
D1702
E1417
2'-10"
1'
-
4
"
3'
-
4
"
6'
-
1
0
"
3"
TIMER POWER
TIMER DATA
POS POWER
POS DATA
PRINTER CABLE
BOX PROVIDE 1 12"
CONDUIT TO
ABOVE CEILING.POS
DATA
A0105
A1301
A0608
2'-8"
7'-11"
7'
-
9
"
OPEN TO
BEYOND
3'-2"1'-0"1'-9"
9'
-
3
"
7"
11"
3'-2"
4"
9'
-
0
"
3'-7"4"
OUTLET PROVIDED IN THE
MODULAR COUNTER
1'-6"3'-2"
1" CONDUIT WITH PULL
STRING FOR DATA, AND
1" CONDUIT FOR POWER
Q0606
1'
-
4
"
5'
-
5
"
11"
1'-3"
1'-7"
2'-3"
1'-11"
3'-3"
FINISH FLOOR
COORDINATOR SCREEN
POWER
COORDINATOR
SCREEN DATA
PRINTER DATA
POS POWER
POS DATA
PRINTER CABLE BOX
PROVIDE 1 12" CONDUIT
TO ABOVE CEILING.
V0105
Q0605
3'
-
6
"
PRINTER POWERD0101
2DRIVE THRU BACK COUNTER
1/2" = 1'-0"
1'
-
4
"
11"
1'-6"
2'-7"
3'-2"
4'-0"
4'-8"
3'
-
4
"
8'
-
4
"
3'-6"
11"
1'-7"
FINISH FLOOR
NETWORK HUB
DATA
SOUND SYSTEM
POWER
SOUND SYSTEM DATA
OFFICE DATA
OFFICE POWER
OFFICE DATA
OFFICE POWER
QUAD RECEPTACLE
NETWORK HUB
TELEPHONE J-BOX.
GC TO PULL TELEPHONE
WIRE FROM D-MARC TO
J-BOX.
N0508
1/2" = 1'-0"
OFFICE WALL DETAIL 4
OPEN TO
BEYOND
1'
-
4
"
8'
-
4
"
3'
-
2
"
V0105
ANSUL PULL
STATION
EMERGENCY
SHUT-FF SWITCH
USED COOKING
OIL ALARM
D0201
D0600
N0501
N0202
HEADSET HOLDER
2'-0"3'-5"1'-2"
2'-2"
1'-6"
NOT TO SCALE
PAY WINDOW COUNTER ELEVATION 6
4'
-
0
"
2'-3"
SWITCH 'E'
DIMMER SWITCH 'F'
SWITCH 'D'
UNDER HOOD
POWER KILL
BUTTON
SWITCH 'B'
SWITCH 'A'
SWITCH 'C'
SWITCH
NOTES
x ENGRAVE COVERPLATE PER
CONTROL ZONE
x DIMMER SHALL HAVE INDIVIDUAL
NEUTRAL CONDUCTOR
x DIMMER SWITCHES SHALL BE
INSTALLED PER MANUFACTURE
REQUIREMENTS
CONTROL ZONE
A SERVICE/HALLWAY
B DISPLAY LIGHTS
C TRACK LIGHTS
D MONOPOINT LIGHTS
E DINING LIGHTS
F KITCHEN LIGHTS
HOOD SYSTEM
ANSUL PULL
A0801
QP0909
3'
-
1
"
3'
-
1
"
1'
-
4
"
3'-0"2'-7"2'-1"2'-6"4'-7"
1/2" = 1'-0"
SWITCH AND HOOD FIRE SUPPRESSION ELEVATION 7
1FRYER LINE ELEVATION
NOT TO SCALE
1/4" = 1'-0"
SERVICE AREA ELEVATION 3
NOT TO SCALE
GRILL LINE ELEVATION 5
12
/
2
2
/
2
0
1
7
4
:
1
0
:
5
6
P
M
ELECTRICAL ELEVATIONS
E5.1
KH
MJ
79
6
M
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L
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3
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3
4
9
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1
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3
6
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3
4
9
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1
7
3
0
CE
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A
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F
A
U
T
H
O
R
I
T
Y
N
O
.
3
8
0
0
8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
EXTEND CONDUIT 6"
BEYOND FLOOR
FLOOR
SEALANT APPLIED WITHIN
ANNULUS FLUSH WITH TOP
SURFACE OF FLOOR(TYP)
1CONDUIT FLOOR PENETRATION
NOT TO SCALE
EXTEND
CONDUIT 6"
BEYOND FLOOR
FLOOR NEW CONCRETE
PATCH
NOT TO SCALE
CONDUIT IN SLAB 2
GALVANIZED
RIGID
CONDUIT
EXTEND CONDUIT
6" BEYOND WALL
CAULK AROUND BOTH END OF
SLEEVE WITH WEATHER
PROOF CAULK (TYP)
1/2" (TYP)
WALL
SEAL BOTH ENDS
OF CONDUIT ONCE
WIRE HAS BEEN
INSTALLED
3CONDUIT WALL PENETRATION
NOT TO SCALE
MOUNT LED DRIVER IN
ACCESSIBLE LOCATION AND AS
INCONSPICUOUS AS POSSIBLE
CEILING JOIST
ROOF
EXTERIOR WALL
NOT TO SCALE
LED DRIVER MOUNTING DETAIL 4
12
/
2
2
/
2
0
1
7
4
:
1
0
:
5
6
P
M
ELECTRICAL ELEVATIONS
E5.2
KH
MJ
79
6
M
e
r
u
s
C
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t
St
.
L
o
u
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M
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6
3
0
2
6
T
6
3
6
.
3
4
9
.
1
6
0
0
F
6
3
6
.
3
4
9
.
1
7
3
0
CE
R
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I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
T
Y
N
O
.
3
8
0
0
8/18/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
260500 - COMMON WORK RESULTS FOR ELECTRICAL
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL NEW
COMPLETE ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS, AS REQUIRED BY CODE AND AS
SPECIFIED HEREIN, IN SECTIONS 260500 THROUGH 270511.
1.TEMPORARY SERVICE AS REQUIRED.
2.PRIMARY DISTRIBUTION BY ELECTRIC COMPANY.
3.SECONDARY SERVICE AND METERING INSTALLATION BY CONTRACTOR.
4.EMERGENCY AND EXIT LIGHTING SYSTEMS.
5.TELEPHONE SYSTEM CONDUIT AND CABLES AS SHOWN ON THE DRAWINGS.
6.LIGHTING, HEATING AND POWER PANELS AND BRANCH CIRCUIT WIRING.
7.WIRING DEVICES AND PLATES.
8.INTERIOR AND EXTERIOR LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING.
9.LIGHTING CONTROLS.
10.CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS.
B.WORK WHICH SHALL BE PERFORMED BY OTHERS INCLUDES THE FOLLOWING:
1.FINAL CONNECTIONS OF MISCELLANEOUS EQUIPMENT BY ELECTRICAL CONTRACTOR.
2.CONTROL WIRING THAT IS FURNISHED BY OTHERS PRE-WIRED IN UNITS.
3.TELEPHONES AND FINAL CONNECTION OF WIRING THERETO.
4.INTERNAL WIRING OF EQUIPMENT FURNISHED AND PRE-WIRED BY OTHERS.
5.SECURITY SYSTEM FURNISHED AND INSTALLED BY SECURITY CONTRACTOR.
C.THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO
INSTALL ALL OF THE 208/120 VOLT ELECTRICAL SERVICE FROM THE UTILITY COMPANY
TRANSFORMER TO THE SERVICE ENTRANCE EQUIPMENT, INCLUDING CABLES, CONDUIT, PULL
WIRE, AND GROUND ROD AND SLEEVE. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE
MAIN ELECTRICAL DISCONNECT WITH THIS WORK.
D.ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES OR BY THIS CONTRACTOR AND SPECIFIED
IN OR SHOWN ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED BY THIS
CONTRACTOR, EXCEPT AS OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO
ELECTRICALLY OPERATED EQUIPMENT FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON
THE CONTRACT DOCUMENTS. TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE
FURNISHED AND INSTALLED BY THIS CONTRACTOR WHO SHALL BE ENTIRELY RESPONSIBLE FOR
THE SAFE AND SATISFACTORY OPERATION OF SAID TEMPORARY WIRING. COMPLY WITH LATEST
REQUIREMENTS OF OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). PROVIDE PERSONNEL
GROUND FAULT PROTECTION ON ALL TEMPORARY POWER AND LIGHTING CIRCUITS 30 AMPERES
OR LESS. GROUND FAULT CIRCUIT INTERRUPTERS ON CONSTRUCTION CIRCUITS ARE NOT
REQUIRED WHERE CIRCUIT IS A PERMANENT CIRCUIT TO BE A PART OF THE COMPLETED
BUILDING. HOWEVER, CONTRACTOR SHALL PROVIDE APPROVED CORD SETS INCORPORATING
GFCI PROTECTION FOR PERSONNEL. REFER TO THE NEC.
E.ALL FINISH PAINTING IS TO BE PERFORMED BY GENERAL CONTRACTOR EXCEPT THAT THIS
CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED BY THIS
CONTRACTOR AFTER ORIGINAL PAINTING.
F.ALL WORK SHALL BE DONE IN ACCORDANCE WITH:
1.2017 NATIONAL ELECTRICAL CODE.
2.CODES: STATE, CITY AND COUNTY BUILDING CODES AND ORDINANCES.
3.NATIONAL BOARD OF FIRE UNDERWRITERS.
4.CERTAIN CODES AND STANDARDS AS SET UP BY VARIOUS TECHNICAL SOCIETIES SUCH AS
UL, NEMA, NECA, IEEE, ASTM, IES, IPCEA, AND ANSI.
5.THIS WORK SHALL BE GOVERNED ALSO BY LOCAL INSPECTOR'S REQUIREMENTS.
6.FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS.
7.AMERICANS WITH DISABILITIES ACT.
G.ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION
SHALL BE OBTAINED AT PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR.
H.ALL ELECTRICAL WORK SHALL BE INSPECTED BY THE GOVERNMENTAL AGENCY HAVING
JURISDICTION, INCLUDING LOCAL INSPECTION AUTHORITIES.
I.UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL FURNISH TO THE ARCHITECT A
CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL
PAYMENT ON CONTRACT WILL BE ALLOWED.
J.TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDING BEFORE ANY EQUIPMENT
IS CONNECTED. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER
TEST OF INSULATION RESISTANCE OF ANY CONDUCTORS AND REPLACE ALL CONDUCTORS WHICH
FAIL SAID TESTS UNTIL ALL CONDUCTORS ARE FREE FROM INSULATION FAULTS.
K.ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY EXACT LOCATION
OF EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS AND AID IN
COORDINATION WITH WORK OF OTHER CONTRACTORS.
L.ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SWITCHES,
RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF
PROJECT. EXACT LOCATIONS AND ROUGH-IN DIMENSIONS FOR ALL WORK AND EQUIPMENT SHALL
BE OBTAINED FROM ARCHITECT OR OWNER AS WORK PROGRESSES. SHOULD THE ELECTRICAL
CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR DIMENSIONS, THE CONTRACTOR
SHALL REVISED THE LOCATIONS AT THE CONTRACTOR'S EXPENSE WHEN REQUESTED BY
ARCHITECT OR OWNER. ARCHITECT AND OWNER RESERVE THE RIGHT TO MAKE MINOR CHANGES
IN LOCATION OF ELECTRICAL WORK OR EQUIPMENT PRIOR TO ROUGHING IN WITH NO ADDITIONAL
COST.
M.OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM WHICH DO
NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED
THAT SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY METHODS USUAL IN
SUCH WORK. ADDITIONALLY, OWNER WILL DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM
WHICH DOES NOT COMPLY WITH CONTRACT DRAWINGS OR SPECIFICATIONS. SUCH REMOVALS OR
REPLACEMENTS SHALL BE AT THE SOLE DISCRETION OF THE OWNER AND SHALL BE DONE BY
CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, WHEN SO DIRECTED IN WRITING BY THE OWNER.
N.THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF
THE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL
REVIEWED BY THE OWNER.
O.MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING
FIXTURES AND OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT
SPECIFICATIONS. CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, COLOR,
RATING, ETC., OF THE ITEM TO BE FURNISHED.
P.PROVIDE INSTRUCTION TO OWNER'S OPERATING PERSONNEL AS NECESSARY, SHOWING
LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM
COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS
A GUIDE.
Q.COMPILE TWO (2) WRITTEN MANUALS OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP
DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8-1/2" X 11" HARD BACKED
INDEXED BINDER. MATERIAL SHALL BE AS FOLLOWS:
1.TITLE PAGE: TITLE OF JOB, TENANT, ADDRESS, DATE OF SUBMISSION, CONTRACTOR, AND
ENGINEER.
2.INDEX.
3.LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE
ORDER NUMBERS AND SUPPLIERS' NAMES AND ADDRESSES.
4.ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT, I.E., LIGHTING
FIXTURES, PANELBOARDS, ETC.
5.SECTION FOR EACH SYSTEM, INCLUDING:
a.BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS.
b.LIST OF ITEMS IN SYSTEM REQUIRING PERIODIC SERVICE. REQUIRES SEPARATE SECTION
FOR EACH OF: ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE ENTRANCE TO
EACH LIGHTING AND POWER PANEL AND OTHER SYSTEMS (I.E. CONTROL SYSTEMS AND
ANY OTHER ELECTRICAL CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS.)
R.ELECTRICAL CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL FOR A PERIOD
OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION AND LEAVE HIS WORK IN PERFECT
ORDER AT COMPLETION.
S.SHOULD DEFECTS DEVELOP WITHIN GUARANTEE PERIOD, THIS CONTRACTOR SHALL, UPON
NOTICE OF SAME, REMEDY DEFECTS AND HAVE DAMAGES TO OTHER WORK OR FURNISHINGS
CAUSED BY DEFECTS OR WORK OR CORRECTING SAME REPAIRED AND/OR REPLACED AT HIS
EXPENSE TO CONDITION BEFORE SUCH DAMAGE.
T.WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL
INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE
AS A MINIMUM THE LOCATION AND RATING OF EACH PIECE OF EQUIPMENT, GENERAL
CONFIGURATION OF WIRE AND CONDUITS INCLUDING SIZES AND ROUTING, ETC.
260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
A.CONDUCTORS SHALL BE COPPER. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE MINIMUM
COPPER WIRE SIZES FOR WET AND DRY AREAS AS DEFINED BY THE NEC.
B.CONDUCTORS USED FOR EMERGENCY LIGHTING CIRCUITS SHALL BE #10 AWG, MINIMUM, AND
SHALL BE RUN IN SEPARATE CONDUIT USED FOR NO OTHER PURPOSE.
C.THE FOLLOWING COLOR CODE SHALL BE USED:
208/120 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
ISOLATED GROUND GREEN/YELLOW TRACER
260526 - GROUNDING AND BONDING
A.FURNISH AND INSTALL A COMPLETE GROUNDING SYSTEM IN COMPLIANCE WITH ALL
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE.
B.BOND ALL STRUCTURAL STEEL TO EARTH, GROUND RODS OR PLATES, OR WATER SYSTEM AND
ISOLATED GROUND FOR IT.
C.BOND ALL ROOF MOUNTED EQUIPMENT TO NEC ACCEPTABLE GROUNDS ONLY.
D.A SEPARATE EQUIPMENT GROUNDING CONDUCTOR, MINIMUM SIZE PER NEC TABLE 250.122, SHALL
BE INSTALLED IN ALL FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. CONDUCTOR
INSULATION SHALL BE GREEN.
E.CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL ENCLOSURES AND NON-CURRENT
CARRYING METALS TO BE GROUNDED. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR
PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING
METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED
CLAMPS.
F.ALL RECEPTACLES SHALL BE BONDED TO A GROUND CONDUCTOR USING A #12 AWG MINIMUM
BONDING JUMPER BETWEEN RECEPTACLE TERMINAL AND GROUND CONDUCTOR.
METAL-TO-METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT
ACCEPTABLE FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES.
G.LIGHTING FIXTURES SHALL BE GROUNDED BY THE USE OF A PIGTAIL FASTENED ON BARE METAL
THAT IS FREE OF PAINT.
260533 - RACEWAY AND BOXES
A.ELECTRICAL CONDUCTORS SHALL BE ENCLOSED IN CONTINUOUS GROUNDED EMT CONDUIT
RACEWAY SYSTEM EXCEPT AS OTHERWISE NOTED.
B.RACEWAY AND ENCLOSURE SIZES SHALL BE AS SHOWN ON DRAWINGS OR, IF NOT SHOWN, SHALL
BE SIZED TO COMPLY WITH NEC FILL REQUIREMENTS FOR CONDUCTORS ENCLOSED.
C.PULL OR JUNCTION BOXES SHALL BE PROVIDED IN ALL RACEWAY SYSTEMS AT MAXIMUM OF 100
FOOT INTERVALS AND WHERE REQUIRED TO AVOID EXCESSIVE NUMBER OF BENDS, TO FACILITATE
WIRE PULLING OR TO PROVIDE ACCESS TO RACEWAY SYSTEM.
D.RACEWAYS AND ENCLOSURES SHALL BE ADEQUATELY SUPPORTED FROM BUILDING STRUCTURE
WITH APPROVED SUPPORT RODS AND/OR CLAMPS.
E.ALL CONDUIT SHALL BE RIGID HEAVYWALL GALVANIZED STEEL OR THIN WALL EMT WHERE
PERMITTED BY CODE OR AS HEREINAFTER SPECIFIED. PVC SCHEDULE 80 CONDUIT WITH RIGID
GALVANIZED STEEL ELBOWS MAY BE USED UNDER FLOOR SLAB. MINIMUM CONDUIT SIZE SHALL BE
3/4".
F.ALL CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL. CONNECTORS AND
COUPLINGS SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT
BODIES SHALL BE MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET
SCREW TYPE FOR EMT, WITH CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS.
SYNTHETIC RUBBER GASKETS SHALL BE USED UNDER BODY COVERS EXPOSED TO WEATHER. EMT
CONNECTORS SHALL BE INSULATED THROAT TYPE.
G.EMT THIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS, AND ABOVE SUSPENDED
CEILINGS AND EXPOSED ABOVE 8'-0" ABOVE FINISHED FLOOR OR ABOVE PANELBOARDS. EMT
CONDUIT MAY NOT BE USED BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE FLOOR OR IN
POURED CONCRETE CONSTRUCTION. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE
RIGID GALVANIZED STEEL ELLS AND METALLIC CONDUIT ABOVE FLOOR SLAB.
H.CONDUIT SHALL GENERALLY BE CONCEALED WHERE POSSIBLE. NO CONDUIT SHALL BE RUN IN
SLAB, EXCEPT AS REQUIRED FOR FLOOR-MOUNTED DEVICES.
I.EXPOSED CONDUIT WILL BE PERMITTED IN ELECTRIC ROOMS, AND SIMILAR UNFINISHED SPACES,
OVERHEAD IN AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE OWNER.
J.DURING ROUGHING-IN, CAP ALL CONDUITS WHICH MAY BECOME FOULED WITH FOREIGN MATERIAL.
1.FLEXIBLE CONDUIT SHALL BE USED FOR "MAKEUP" CONNECTIONS TO VIBRATING
EQUIPMENT, MOTORS, AND AS OTHERWISE NECESSARY OR PERMITTED BY CODE. LIGHTING
FIXTURES MAY BE SUPPLIED WITH SHORT LENGTHS (MAX. 6'-0") OF FLEXIBLE CONDUIT.
GROUNDING SHALL BE GREEN GROUNDING CONDUCTOR AS SPECIFIED IN "GROUNDING".
2.FLEXIBLE CONDUIT SHALL BE UL APPROVED 1/2" MINIMUM TRADE SIZE.
3.LIQUID-TIGHT FLEXIBLE CONDUIT AND LIQUID-TIGHT FITTINGS SHALL BE USED IN AREAS
EXPOSED TO THE WEATHER OR EXCESSIVE MOISTURE.
K.NO MORE THAN FOUR (4) 90-DEGREE BENDS WILL BE ALLOWED IN ANY ONE CONDUIT RUN. WHERE
MORE BENDS ARE NECESSARY IN ANY SINGLE RUN, A PULL BOX SHALL BE INSTALLED. PULL BOXES
SHALL ALSO BE INSTALLED IN LONG RUNS AT A MAXIMUM SEPARATION OF 100'-0". ALL CONDUIT
EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO THE
LINES OF THE BUILDING, AND NO OUT-OF-PLUMB OR DIAGONAL LINES WILL BE ACCEPTED.
L.OUTLETS SHALL BE PROVIDED FOR DEVICES, LIGHTING FIXTURES, MOTORS AND
EQUIPMENT CONNECTIONS, SYSTEMS EQUIPMENT CONNECTIONS, SPECIAL OUTLETS, AND
AS OTHERWISE REQUIRED.
260553 - IDENTIFICATION
A.PROVIDE NAMEPLATES ON THE FOLLOWING EQUIPMENT:
B.NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED
PHENOLIC WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" THICK MATERIAL FOR PLATES UP
TO 2" X 4". FOR LARGER SIZES, USE 1/8" THICK MATERIAL.
C.LETTERING SHALL BE CONDENSED GOTHIC. THE SPACE BETWEEN LINES SHALL BE EQUAL TO THE
WIDTH OF THE LETTERS. USE 1/4" MINIMUM HEIGHT LETTERS WHICH OCCUPY FOUR TO THE INCH.
INCREASE LETTER SIZE TO 3/4" ON LARGER PLATES.
D.FASTEN NAMEPLATES TO EQUIPMENT USING ADHESIVE MATERIAL THAT IS INTENDED FOR USE ON
ENAMELED SURFACES. ADHESIVE SHALL BE NON_AGING FOR AN APPLICATION AND USAGE
TEMPERATURE RANGE OF 0 TO 50 DEGREES CELSIUS.
262416 - PANELBOARDS
A.INSTALL MODULAR SWITCHGEAR WHICH INCLUDES PANELBOARDS WITH ALL CIRCUIT BREAKERS,
PLUS CONTROL SYSTEMS FOR HOODS, HVAC AND LIGHTING AS SHOWN ON THE DRAWINGS.
SUBSTITUTIONS OF LOOSE PANELS INSTEAD OF MODULAR SWITCHGEAR IS NOT ALLOWED.
MODULAR SWITCHGEAR SHALL BE LISTED/LABLED BY A RECOGNIZED TESTING LABORATORY.
B.MODULAR SWITCHGEAR SHALL BE PURCHASED FROM ONE OF THE 'SUPPLIER LIST' COMPANIES
(REFER TO ARCHITECTURAL DRAWINGS). NO SUBSTITUTIONS ARE ALLOWED. THIS CONTRACTOR
MUST VERIFY ALL REQUIREMENTS OF MODULAR SWITCHGEAR WITH SUPPLIER PRIOR TO
ORDERING. AT MINIMUM, THIS CONTRACTOR SHALL VERIFY THE FOLLOWING:
1.ANY BREAKER MODIFICATIONS (AMPACITY, NUMBER OF POLES, CONTROL, RATINGS, GFCI,
HACR, SWITCHING DUTY, SHUNT TRIP, ETC.).
2.RELOCATION OF ANY CIRCUITS.
3.AIC RATING REQUIRED, AFTER COORDINATING THIS WITH THE LOCAL UTILITY COMPANY.
4.HVAC (RTU AND HOOD FANS) CONTROL PACKAGE INCLUDED.
5.ANY OTHER SITE SPECIFIC MODIFICATIONS.
C.CIRCUIT BREAKERS SHALL BE QUICK MAKE, QUICK BREAK, BOLT ON, THERMAL MAGNETIC TRIP
(ENCLOSURE COMPENSATED), MOLDED CASE TYPE, UL LISTED. 15 AND 20 AMP SINGLE POLE
BREAKERS SHALL CARRY THE UL "SWD" MARKING.
D.REFER TO PANEL SCHEDULES ON PLANS FOR ADDITIONAL INFORMATION.
E.THIS CONTRACTOR SHALL PROVIDE A TYPED CIRCUIT DIRECTORY CARD MOUNTED IN A FRAME
WITH A CLEAR PLASTIC PROTECTIVE COVER ON INSIDE OF PANEL DOORS.
262713 - ELECTRICAL SERVICE AND METERING
A.METERING EQUIPMENT SHALL BE FURNISHED BY ELECTRICAL UTILITY COMPANY, AND INSTALLED
BY THIS CONTRACTOR. COORDINATE WITH ELECTRIC COMPANY. EQUIPMENT SHALL BE INSTALLED
AS INDICATED IN ONE-LINE DIAGRAM ON THE DRAWINGS.
262726 - WIRING DEVICES
A.FURNISH AND INSTALL WIRING DEVICES, INCLUDING SWITCHES, RECEPTACLES AND POWER
RECEPTACLES, TELEPHONE OUTLET BOXES, COVERPLATES AND BLANK OUTLET PLATES AS
SHOWN OR DESCRIBED ON DRAWINGS. WIRING DEVICES SHALL BE HUBBELL OR EQUIVALENT
PREMIUM SPECIFICATION GRADE AS MANUFACTURED BY BRYANT, EAGLE, SLATER, PASS &
SEYMOUR, OR LEVITON. COLOR SHALL BE AS DIRECTED BY ARCHITECT OR OWNER.
B.RECESSED OUTLET BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE DEVICE INSTALLED.
C.SURFACE MOUNTED OUTLET BOXES SHALL BE CAST IRON SUITABLE FOR THE DEVICE INSTALLED.
D.DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING.
E.COVERPLATES SHALL BE PLASTIC UNLESS OTHERWISE NOTED. COLOR SHALL BE AS DIRECTED BY
ARCHITECT OR OWNER.
F.COVERPLATES FOR SURFACE MOUNTED BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE
PARTICULAR BOX AND DEVICE CONFIGURATION.
G.WIRING DEVICES UNLESS OTHERWISE PROPERLY AUTHORIZED, SHALL BE SAME MANUFACTURERS
ONLY; NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED UNLESS SPECIFICALLY
AUTHORIZED BY THE OWNER.
H.LOW VOLTAGE CONTROL DEVICES SHALL BE AS NOTED ON DRAWINGS OR AS REQUIRED.
I.THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL MOTOR CONTROLS, INCLUDING STARTERS,
SAFETY DEVICES AND REMOTE CONTROL STATIONS, UNLESS FURNISHED BY EQUIPMENT
MANUFACTURER IN PRE-WIRED ASSEMBLIES.
J.FURNISH AND INSTALL CONTACTORS, CONTROL RELAYS, PUSHBUTTON STATIONS, SELECTOR
SWITCHES, PILOT LIGHTS, FUSES AND SIMILAR CONTROL AUXILIARIES AS SHOWN ON DRAWINGS
AND/OR REQUIRED TO PROVIDE PROPER CONTROL AND ISOLATION BETWEEN VARIOUS
AUTOMATIC CONTROLLERS AND EQUIPMENT SHOWN ON THE DRAWINGS.
K.ALL CIRCUIT BREAKERS FEEDING MOTOR LOADS SHALL BE HACR TYPE.
L.EQUIPMENT SHALL BE SAME MAKE AS MOTOR STARTERS. PUSHBUTTON STATIONS, SELECTOR
SWITCHES, PILOT LIGHTS: HEAVY DUTY, OIL TIGHT, STANDARD SIZE, WITH TRANSFORMER TYPE
PILOT LIGHTS, FLUSH MOUNTED WHERE PRACTICAL.
M.ANY ACCESS PANELS REQUIRED BUT NOT SPECIFIED OR SHOWN ON DRAWINGS SHALL BE
FURNISHED BY THIS CONTRACTOR WITH DESIGN TO BE APPROVED BY ARCHITECT BEFORE
INSTALLATION.
N.ALL WIRING MUST MEET 2017 NEC STANDARDS.
262813 - FUSES
A.ALL FUSES SHALL BE BUSSMANN, SIZES AS NOTED ON DRAWINGS.
B.ALL FUSES SHALL BE UL LISTED, CURRENT-LIMITING TYPE, MINIMUM 200,000 AMPS INTERRUPTING
CAPACITY.
C.FUSES 1 AMP AND ABOVE SHALL BE BUSSMANN "LOW PEAK" RK-1. 250 VOLT FUSES SHALL BE USED
ON 208/120 VOLT SYSTEMS.
D.CONTROL FUSES FOR MOTOR STARTERS, CONTACTORS, AND CONTROL PANEL TRANSFORMERS
SHALL BE BUSSMANN FNQ-R SIZED AT 500% RATED CURRENT.
E.FURNISH SPARE FUSES TO THE OWNER IN THE FOLLOWING QUANTITIES: 10% OF TOTAL PROJECT
QUANTITY (BUT NOT LESS THAN THREE (3) FOR EACH TYPE AND RATING OF FUSES).
F.TYPED LIST OF ALL SPARES SHALL ALSO BE INCLUDED.
262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS
A.DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE, UL LISTED.
B.ALL SWITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE "OFF" POSITION
WHEN THE SWITCH DOOR IS OPEN. SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS
WHERE NECESSARY TO PERMIT EASY ACCESS TO LINE SIDE LUGS. LUGS SHALL BE FRONT
REMOVABLE AND UL LISTED FOR 75 DEGREES C., ALUMINUM OR COPPER WIRES.
C.SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK. THE OPERATING HANDLE SHALL BE AN INTEGRAL
PART OF THE BOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN THE "OFF"
POSITION WITH AT LEAST THREE LOCKS SHALL BE PROVIDED. SWITCHES SHALL HAVE A DUAL
COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE
HANDLE IS IN THE "ON" POSITION, AND TO PREVENT CLOSING OF THE SWITCH MECHANISM WITH
THE DOOR OPEN. THE HANDLE POSITION SHALL INDICATE WHETHER THE SWITCH IS "ON" OR "OFF".
D.SWITCHES SHALL BE FURNISHED IN NEMA 1 GENERAL PURPOSE ENCLOSURE EXCEPT ALL
SWITCHES LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF (WP). NEMA 3R ENCLOSURE
SHALL BE MANUFACTURED FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A GRAY BAKED
ENAMEL FINISH, ELECTRODEPOSITED, ON CLEANED, PHOSPHATIZED STEEL.
E.SWITCHES SHALL BE RATED FOR AC. FUSIBLE SWITCHES MUST ACCEPT CLASS R FUSES AND HAVE
PROVISIONS TO REJECT ALL FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT RATING OF
THE SWITCHES SHALL BE 200,000 RMS SYMMETRICAL AMPERES WHEN CLASS R FUSES ARE USED.
265100 - INTERIOR LIGHTING
A.INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS.
B.ALL FIXTURES SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND ENERGY
STAR AND/OR DLC LISTING.
C.FIXTURES ARE TO BE PROVIDED COMPLETE WITH END AND TRIM PLATES AND ALL MOUNTING
ACCESSORIES REQUIRED FOR A COMPLETE FIXTURE INSTALLATION.
D.USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED
FIXTURES AT EACH CORNER. (FOUR-CORNER SUSPENDED). FIXTURES TO FIT TIGHT AGAINST
CONSTRUCTION TO ELIMINATE LIGHT LEAKS.
E.WALL-MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND
INSTALLED WITH LIGHTING CONTROL PROPER BOX AND COVER HARDWARE.
F.SURFACE-MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE. USE A CANOPY THAT IS NO
LONGER THAN THE LENGTH AND WIDTH OF THE FIXTURE AND AT A HEIGHT THAT IS NO HIGHER
THAN REQUIRED TO MOUNT FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH SHALL MATCH
FIXTURE FINISH.
G.STEM-MOUNTED FIXTURES SHALL BE MOUNTED SO AS TO BE ABSOLUTELY VERTICAL AND
HORIZONTAL. INSTALL AND SUPPORT AS SHOWN ON DRAWINGS.
270510 - TELEPHONE CONDUIT SYSTEM
A.CONDUIT FOR TELEPHONE WALL OUTLETS SHALL BE A MINIMUM OF 3/4" UNLESS NOTED
OTHERWISE.
B.TELEPHONE OUTLET BOXES SHALL BE SINGLE GANG. PLATES SHALL BE FURNISHED AND
INSTALLED BY THIS CONTRACTOR.
C.FURNISH AND INSTALL A 3/4" THICK TELEPHONE BACKBOARD AT LOCATION SHOWN ON THE
DRAWINGS. THE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED TO THE BUILDING WALLS
TO SUPPORT RELAY PANELS, TERMINAL BLOCKS AND OTHER HARDWARE WEIGHING
APPROXIMATELY 10 POUNDS PER SQUARE FOOT. PRIME AND PAINT THE BACKBOARD SIDES AND
EDGES WITH TWO COATS OF GRAY FLAMEPROOF PAINT.
D.CONDUIT SYSTEM SHALL BE CONTINUOUS FROM OUTLETS TO TELEPHONE BACKBOARD. INSTALL
PULL STRING IN EMPTY CONDUITS.
E.INSTALL #6 GROUND WIRE FROM TELEPHONE BACKBOARD TO SERVICE ENTRANCE GROUND PER
TELEPHONE COMPANY'S REQUIREMENTS.
270511 - IT INSTALLATION
A.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND UNDERSTANDING WENDY'S
REQUIREMENTS AND FORMS TO ENSURE A TIMELY INSTALLATION OF IT EQUIPMENT. THE
CONTRACTOR SHALL COMPLETE, SIGN, AND RETURN THE IT READINESS FORM AS REQUIRED.
B.THE FOLLOWING ARE THE SITE READINESS MINIMUM REQUIREMENTS.
1.THE INSTALLATION OF ALL KITCHEN EQUIPMENT IS COMPLETE.
2.THE BUILDING HAS PERMANENT POWER.
3.ALL ISOLATED GROUND (IG RECEPTACLES) ARE INSTALLED AND ENERGIZED.
4.THE FRONT COUNTERS ARE COMPLETE AND ENERGIZED.
6.INTERIOR WALLS ARE COMPLETED FOR KIOSKS. ELECTRICAL EQUIP IS INSTALLED &
OPERATIONAL.
7.ELECTRICAL IS INSTALLED AND ENERGIZED & WALLS ARE COMPLETED & READY FOR
QUEUING BOARDS.
8.DRIVE THRU LOOPS ARE INSTALLED TO HME'S SPECIFICATIONS.
9.BUN WARMERS ARE INSTALLED.
10.MWS CART IS ONSITE.
11.HME LOOPS (DRIVE THRU LOOPS) ARE VISIBLE.
C.THE CONTRACTOR SHALL COORDINATE WITH WENDY'S CONSTRUCTION MANAGER, WENDY'S IT
MANAGER, AND WENDY'S IT INSTALLATION CONTRACTOR TO SCHEDULE THE INSTALLATION IN A
TIMELY MANNER.
ELECTRICAL SPECIFICATIONS
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11/26/2021
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: 08/17/2021
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
1 10/20/2021 City Comments
2 11/26/2021 City Comments
ELECTRICAL
SPECIFICATIONS
E6.1
KH
MJ
1
DIVISION 1 - GENERAL SPECIFICATIONS
(OMITTED)
DIVISION 3 - CONCRETE
FOOTINGS
SLABS AND FOOTINGS
SIDEWALKS AND RAMPS
PAVING
CONCRETE PADS
CONCRETE PAD - WALK IN BOX - COOLER / FREEZER / DRY STORAGE
DIVISION 4 - MASONRY
GENERAL
CMU
MORTAR FOR FACE BRICK
FACE BRICK
DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES
ROUGH CARPENTRY
STRUCTURAL LUMBER
FINISH CARPENTRY
SOLID SURFACING MATERIAL
BUILDING WEATHER BARRIER
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
BUILDING INSULATION
ROOFING INSULATION
GENERAL ROOFING
ROOFING HANDLING
ROOFING STORAGE
ROOFING OVERNIGHT COVER
ROOFING AND SHEET METAL
ROOFING SURFACE PREPARATION
ROOFING WOOD DECKS
ROOFING MEMBRANE
FLASHING
ROOFING PERIMETER LAPS
ROOFING PROJECT / SITE CLEAN-UP
ROOFING INSPECTIONS
ROOFING CONTRACTOR QUALIFICATION ASSURANCE
ROOF METAL TRIMS
SEALANT
SEALANT MATERIALS
KNOTWOOD
DIVISION 8 - OPENINGS
ALUMINUM ENTRANCE DOORS AND STOREFRONT & CURTAINWALL
GLAZING
STEEL SERVICE DOORS AND FRAMES
PREFINISHED DOORS
PICK-UP WINDOW
ACCESS DOOR
WALL LOUVER
DIVISION 9 - FINISHES
FLOOR AND WALL TILE INSTALLATION
GYPSUM DRYWALL
SUSPENDED CEILING SYSTEM
NON-TILE FIBERGLASS REINFORCED POLYESTER (FRP) PANELS
PAINTING
PAINT SCHEDULE
PATIO CONCRETE SLAB
DIVISION 10 - SPECIALTIES
EXTERIOR TRASH ENCLOSURE
GENERAL SIGNAGE
ROOM IDENTIFICATION SIGN
RESTROOM IDENTIFICATION SIGN
PUBLIC RESTROOM ACCESSORIES
WALL DECOR
HEIGHT WARNING DEVICE
ORDER STATION CANOPY
SMOKELESS SNUFFER
STAINLESS STEEL CORNERS
KITCHEN EQUIPMENT
HOOD FIRE SUPPRESSION SYSTEM AND PORTABLE FIRE EXTINGUISHERS
FIRE EXTINGUISHER CABINETS
WALK-IN COOLER/FREEZER/DRY STORAGE (PRE-FABRICATED)
WALK-IN COOLER/FREEZER/DRY STORAGE (FIELD ERECTED)
COMMUNICATION SYSTEM
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DIVISION 3 - CONCRETE
NOTE: FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE
CONCRETE WORK INCLUDING EXCAVATION, TRENCHING, FORM WORK, REINFORCING,
CEMENT FINISH AND PRECAST CONCRETE.
FOOTINGS
REFER TO DRAWINGS FOR SIZES, DEPTHS, AND REINFORCEMENT. EARTH TRENCH
WILL BE PERMITTED FOR FOOTINGS IF CONDITIONS ARE FAVORABLE. SIDES OF
TRENCHES SHALL BE CLEAN, EVEN, VERTICAL AND TRUE, AND BOTTOMS SHALL BE
LEVEL, CLEAN AND WITHOUT FILL.
BREINFORCING SHALL BE UNPAINTED AND UNCOATED, FREE FROM RUST OR
SCALE, AND SHALL BE CLEANED AND STRAIGHTENED BEFORE BEING SHAPED AND
PLACED IN POSITION, ACCURATELY POSITION REINFORCEMENT AND SECURED
AGAINST DISPLACEMENT, WHERE THERE IS DELAY IN POURING, RE-INSPECT
REINFORCEMENT AND CLEAN OFF ANY DRIED CEMENT, MORTAR OR RUST.
REINFORCEMENT SHALL BE OF SIZE AND SPACING AS NOTED ON THE DRAWINGS
OR AS PER LOCAL CODES.
SLABS AND FOOTINGS
REFER TO DRAWINGS FOR CONCRETE STRENGTH, THICKNESS AND REINFORCING.
1. ALTERNATE: "FIBERMESH" OR EQUAL, A 100% HOMOPOLYMER VIRGIN
POLYPROPYLENE FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN
MATERIALS AND ARE SPECIFICALLY ENGINEERED AND MANUFACTURED TO AN
OPTIMUM GRADUATION FOR USE AS FIBROUS REINFORCEMENT FOR
CONCRETE.
PROVIDE CONTINUOUS 6 MIL 'VISQUEEN' VAPOR BARRIER ON LEVEL 4" GRAVEL
BASE UNDER BUILDING SLABS. LAP EDGES 6" AND SEAL (TURN UP AT WALLS).
POUR CONCRETE FLOORS LEVEL, EXCEPT WHERE FLOOR DRAINS OCCUR, IN
WHICH CASE THEY SHALL HAVE A 36" TO 48" RADIUS SLOPED TO DRAIN. TOTAL
SLOPE IS NOT TO EXCEED 3/4" BELOW FLOOR LEVEL.
SECURE AND BUILD INTO CONCRETE WORK THE FOLLOWING MATERIALS:
PLUMBING AND SYRUP LINES, ELECTRIC CONDUIT, CONCRETE INSERTS,
HANGERS, ANCHORS, FLOOR CLIPS, SLEEVES FOR PIPING, ETC., AND WHEN
REQUIRED FOR ANCHOR BOLTS, PLATES, ETC., FOR EQUIPMENT.
SIDEWALKS AND RAMPS
3,000 PSI AIR ENTRAINED CONCRETE, 4" THICK, BROOM FINISH SCORE WITH 3/4"
DEEP CONTRACTION JOINTS INTO APPROXIMATELY 4'-0" SQUARES AS SHOWN ON
DETAIL ON THE FOUNDATION PLAN.
SIDEWALKS AND RAMPS TO MEET LOCAL CODES ALONG WITH REQUIRED SLOPES
AND CROSS SLOPES IN THE AMERICANS WITH DISABILITIES ACT FOR ACCESSIBLE
DESIGN.
PAVING
SPECIFICATIONS FOR CONCRETE PAVING REQUIRED TO BE VERIFIED BY OWNER'S
CONSTRUCTION ENGINEER.
CONCRETE PADS
CONCRETE PADS AT PICK-UP WINDOW, ORDER STATION AND TRASH ENCLOSURE
(REFER TO SITE PLAN): COLOR TREATED AS NOTED IN EXTERIOR FINISHES
SCHEDULE ON DRAWINGS. A TRIAL SLAB SHALL BE MADE, USING THE SAME
MATERIALS THAT ARE TO BE USED ON THE JOB TO ASSURE OWNER ACCEPTANCE.
CONCRETE PAD - WALK IN BOX - COOLER / FREEZER / DRY STORAGE
A. A LEVEL CONCRETE PAD IS REQUIRED FOR THE WALK IN BOX. THE PAD CAN NOT
DEVIATE MORE THAN 1/4" OVER 10' IN ANY DRIECTION.
B. A SQUARE CONCRETE PAD IS REQUIRED FOR THE WALK IN BOX. THE PAD CAN NOT
DEVIATE MORE THAN 1/2" ON DIAGONAL MEASUREMENTS.
C. A MINIMUM OF 6" OF CONCRETE IS REQUIRED AROUND THE PERIMETER OF THE
WALK IN BOX. NO CONTROL JOINTS ARE ALLOWED IN THE SLAB FOR THE WALK IN
BOX.
DIVISION 4 - MASONRY
NOTE: FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE
MASONRY WORK INCLUDING STRUCTURAL STEEL, WALL TIES, MASONRY
REINFORCING , ETC.
GENERAL
WORK TO BE LAID TRUE TO DIMENSIONS, PLUMB, SQUARE, AND IN BOND AND
PROPERLY ANCHORED. COURSES SHALL BE LEVEL WITH JOINTS OF UNIFORM
WIDTH, NO JOINTS SHALL EXCEED SPECIFIED SIZE, AND IF NECESSARY, CLIPPED
COURSES SHALL BE PROVIDED TO LEVEL OFF.
PERFORM MASONRY WORK IN ACCORDANCE WITH ESTABLISHED TRADE
PRACTICES. BRACE "GREEN" WALLS AND PROTECT MORTAR FROM "WASHING-OUT"
AT END OF DAYS WORK USING PLANKS, WEIGHTED CANVAS, OR SIMILAR MEANS TO
COVER WALL. COOPERATE WITH OTHER TRADES IN JOINTLY EXECUTED WORK AND
BUILT-IN ITEMS. PATCH OPENINGS AS REQUIRED FOR PASSAGE OF MECHANICAL
AND ELECTRICAL WORK. "UNCORED" UNITS MUST BE USED AT ALL EXPOSED AND
OR SEMI-EXPOSED CONDITIONS OF BRICK ROWLOCK CAPS, SILLS, ETC. SIZE AND
LOCATION SHOWN ON CONSTRUCTION DOCUMENTS.
LINTELS SHALL BE OF SIZE AND SHAPE AS SHOWN OR NOTED ON THE DRAWINGS
AND SHALL BE STRUCTURALLY SOUND FOR THE SPANS AND LOADS INVOLVED.
COORDINATE INSTALLATION OF OTHERS WORK ITEMS, SUCH AS ANGLES, ANCHOR
BOLTS, FLASHING, STEEL LINTELS AND FRAMING, VENTS, SLEEVES, DOOR FRAMES,
MISCELLANEOUS STEEL WORK WITH ANCHORS, ETC.
CMU TO BE LAID IN A RUNNING BOND.
CMU TO BE LAID WITH FULL MORTAR IN THE BED AND HEAD JOINTS.
1. CONCAVE TOOLED JOINT USING A TOOL OF LARGER THAN 1/2" DIAMETER..
FLASHING TO BE PLASTIC COATED ALUMINUM BY HOHMANN & BARNARD, OR THIN
COATED COPPER BY YORK FLASHING. THE FLASHING SHOULD PENETRATE THE
BRICKWORK AND BE TRIMMED AT THE COMPLETION OF THE MASONRY WORK.
CLEAN AND POINT CONCRETE BLOCK WORK AT END OF EACH WORKING DAY. AT
THE COMPLETION OF WORK AS AN ENTIRETY.
CMU: ASTM C90, MEDIMUM WEIGHT.
REFER TO STRUCTURAL DWGS. FOR MORE INFORMATION.
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ROOFING INSULATION
WHERE NOTED ON PLAN, INSULATION SHALL BE INSTALLED IN THE FOLLOWING
MANNER:
1. MECHANICALLY FASTENED - THE ROOF INSULATION BOARDS SHALL BE
INSTALLED WITH FACTORY APPROVED FASTENERS AND STRESS DISTRIBUTION
PLATES. LENGTH WILL VARY TO MEET THE JOB CONDITIONS. MINIMUM
FASTENER PENETRATION THROUGH THE ROOF DECK PER MANUFACTURER'S
RECOMMENDATIONS. CUT SCREWS AND PAINT TO MATCH SURROUNDING
CONDITIONS.
2. GLUE DOWN -THE ROOF INSULATION BOARDS SHALL BE INSTALLED WITH
FACTORY APPROVED ADHESIVES. COVERAGE RATES PER MANUFACTURER'S
RECOMMENDATIONS.
GENERAL ROOFING
COMPONENTS OF THE MANUFACTURERS ROOFING SYSTEM SHALL BE PRODUCTS
OF THAT MANUFACTURER. SUBSTITUTES OF THEIR RELATED MATERIALS MUST
HAVE PRIOR ACCEPTANCE BY THE MANUFACTURER.
DEVIATION FROM MANUFACTURERS SPECIFICATIONS AND INSTALLATION
INSTRUCTIONS SHALL VOID WARRANTY ISSUANCE UNLESS THE DEVIATION IS
APPROVED BY A DULY AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER IN
WRITING.
SHOP DRAWINGS ARE REQUIRED FOR ORDERING, MANUFACTURING, AND FINAL
INSPECTION OF THE ROOFING SYSTEM. SHOP DRAWINGS SHALL INCLUDE ROOF
OUTLINE, SIZE, ROOF PENETRATIONS, INSULATION TYPE AND THICKNESS, PIECE
LAYOUT AND PARAPET LOCATION. ORDERS AND SHOP DRAWINGS SHALL BE
APPROVED BY ROOFING MANUFACTURER AND ASSIGNED A MANUFACTURER
NUMBER.
WARRANTY: MANUFACTURERS STANDARD 15 YEAR, NO DOLLAR LIMIT WARRANTY.
ROOFING DELIVERY
ROOFING AND RELATED MATERIALS SHALL BE DELIVERED TO JOB SITE IN ORIGINAL
PACKAGING WITH SHIPPING LABELS INTACT. IF SHORTAGES OR DAMAGES ARE
DISCOVERED UPON DELIVERY, DO NOT ACCEPT THEM UNTIL THE FREIGHT AGENT
MAKES A DAMAGED OR SHORT NOTATION ON YOUR FREIGHT BILL. IN CASE OF
CONCEALED LOSS OR DAMAGE, IT IS NECESSARY TO NOTIFY YOUR FREIGHT
AGENT AT ONCE.
ROOFING HANDLING
THERE SHALL BE ADEQUATE PERSONNEL AND EQUIPMENT TO LIFT ROOFING
MATERIAL FOR PLACEMENT ON THE ROOF TO PREVENT DAMAGE TO MATERIAL.
THE MATERIAL SHALL BE DEPOSITED ON THE ROOF NEAR THE ENDS OF JOISTS OR
OTHER ROOF LOAD BEARING MEMBERS OF THE BUILDING FRAME AND
CONVENIENTLY LOCATED FOR FINAL PLACEMENT.
ROOFING STORAGE
ROOFING MATERIAL SHALL BE STORED IN ORIGINAL PACKAGING TO PROTECT
MEMBRANE FROM GETTING WET OR BEING DAMAGED AND SOILED. ADHESIVES
AND SEALANTS SHALL BE PROPERLY STORED AND PROTECTED AS RECOMMENDED
BY THEIR MANUFACTURERS.
ROOFING OVERNIGHT COVER
A TEMPORARY WATER SEAL SHALL BE PERFORMED EACH NIGHT TO AVOID WATER
PENETRATING UNDERNEATH THE INSTALLED MEMBRANE AND CAUSING DAMAGE
TO THE BUILDING AND THE INSULATION BEING USED.
1. INSTALLATION: WITH THE MEMBRANE EXTENDED OVER EXPOSED INSULATION
(IF USED), SET INTO A WATER RESISTANT, NON-BITUMINOUS SEALANT,
GENEROUSLY APPLIED OVER A DUST, GREASE, AND MOISTURE FREE
SUBSTRATE. FASTEN 12" ON CENTER USING TERMINATION BAR.
ROOFING AND SHEET METAL
FURNISH AND COMPLETELY INSTALL THE ROOFING SYSTEM PER OWNER'S
APPROVED SUPPLIER SPECIFICATIONS AND DIAGRAMS AS OUTLINED AND
FURNISHED BY THE SUPPLIER. THE ROOFING SYSTEM SHALL BE INSTALLED
EXCLUSIVELY BY A OWNER'S APPROVED MANUFACTURER INSTALLER. FINAL
INSPECTION PRIOR TO WARRANTY ISSUANCE SHALL BE PERFORMED BY AN
AUTHORIZED QUALITY CONTROL FIELD INSPECTOR AS PER CURRENT
SPECIFICATIONS, INSTALLATION AND INSPECTION POLICIES.
ROOFING SURFACE PREPARATION
THE ROOF SHALL HAVE AN ADEQUATELY PREPARED SURFACE TO RECEIVE THE
INSULATION, ROOFING AND FLASHING. PRIOR TO ONSET OF WORK, THE
APPLICATOR SHALL INSPECT THE ENTIRE AREA TO BE ROOFED, AND DEFECTS AND
IMPROPER CONDITIONS AFFECTING THE ROOF INSTALLATION SHALL BE
CORRECTED BEFORE APPLICATION OF THE INSULATION.
NSTALL 1/2" DENS-DECK PRIME ROOF BOARD OVER RIGID INSULATION PRIOR TO
MEMBRANE INSTALLATION.
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FLASHING
FLASHING ON PARAPET WALLS SHALL BE FASTENED 12" ON CENTER ALONG
BOTTOM ON MAIN DECK WITH A MINIMUM 6" LAP WELDABLE TO DECK MEMBRANE,
COVERING APPROVED FASTENERS. PARAPET WALLS SHALL BE COVERED
MINIMUM OF 12" HIGH.
PROVIDE AND INSTALL FLASHING FOR PARAPET WALLS AND WALK IN BOX. (FINISH
AS NOTED ON EXTERIOR ELEVATIONS AND SCHEDULES.)
FLASH AND COUNTER-FLASH ITEMS THAT PASS THROUGH THE ROOF PROVIDE
"PITCH POCKETS" AS REQUIRED TO FORM A COMPLETE JOB.
PROVIDE NECESSARY MOUNTING CLIPS, CLOSURES, FASTENINGS, ETC., REQUIRED
TO COMPLETE THE COUNTER-FLASHING, GRAVEL STOPS, CAPS AND COPINGS,
INDICATED ON THE DRAWINGS.
ROOFING PERIMETER LAPS
ANY TIME A ROOF EDGE DOES NOT HAVE A PARAPET WALL OR ROOF TIE-IN, (I.E.
DRIP EDGE, WATER/GRAVEL STOP, TERMINATION BAR ON EDGE, GUTTER, ETC.)
THEN THE ROOF SECTION MUST HAVE A LAP 27" IN FROM THE EDGE AND
REVERSED. THIS HELPS REDUCE WIND UP-LIFT AROUND PERIMETERS AND
REVERSING THE LAP, ALLOWS CONTRACTOR APPLICATOR TO PLACE ROOF
SECTION AWAY FROM THE EDGE.
ROOFING PROJECT/SITE CLEAN-UP
UPON COMPLETION, THE ROOFING CONTRACTOR SHALL REMOVE RUBBISH,
WASTE MATERIALS, ETC. FROM THE ROOF, LEAVING THE ROOF IN A CLEAN
CONDITION AND FURTHER REMOVING SUCH ROOFING DEBRIS FROM THE WORK
SITE. A RIGOROUS INSPECTION FOR WATERTIGHT FIELD SEAMS SHALL BE MADE
AFTER COMPLETION OF JOB.
ROOFING INSPECTIONS
UPON COMPLETION OF EACH ROOFING JOB, CONTRACTOR SHALL FILL OUT
INSPECTION CARD AND RETURN TO MANUFACTURER. EACH ROOF SHALL BE
INSPECTED BY AN AUTHORIZED QUALITY CONTROL FIELD INSPECTOR TO MAKE
SURE APPLICATION MEETS MANUFACTURERS SPECIFICATIONS, BEFORE ISSUANCE
OF WARRANTY. CONTRACTOR SHALL ACCOMPANY INSPECTOR ON INSPECTIONS
AND OBTAIN SIGNED WARRANTY FROM CUSTOMER AND RETURN TO
MANUFACTURER, WITH NO FINAL PAYMENT BEING MADE UNTIL AN OWNER'S
REPRESENTATIVE HAS WARRANTY.
ROOFING CONTRACTOR QUALIFICATION ASSURANCE
THE ROOFING CONTRACTOR SHALL BE DULY CERTIFIED BY ROOFING
MANUFACTURER FOR COMPLETE APPLICATION AND INSTALLATION OF THIS
ROOFING SYSTEM. TO MAINTAIN ROOF WARRANTY, FUTURE REPAIRS AND
ALTERATIONS SHALL BE MADE BY PERSONNEL DULY CERTIFIED BY ROOFING
MANUFACTURER.
ROOF METAL TRIMS
THIS SECTION INCLUDES METAL TRIM AT PARAPET CAPS, WALL CAPS, BREAK
METAL TRIMS, AND THE BOTTOM TRIM ON THE FASCIAS. TRIM MATERIAL SHALL
CONSIST OF PREFINISHED (REFER TO FINISH SCHEDULE FOR COLOR), .040"
ALUMINUM SHEETS OR 24 GA. GALVALUME STEEL, FORMED TO THE PROFILES
SHOWN ON THE DRAWINGS. ATTACHMENT TO THE SUB STRUCTURE SHALL BE BY
NON-FERROUS FASTENERS THAT ARE CONCEALED FROM VIEW WHERE POSSIBLE.
FASTENERS NOT CONCEALED FROM VIEW MUST MATCH THE COLOR OF THE TRIM
BEING FASTENED.
SEALANT
SURFACES TO RECEIVE SEALANT ARE TO BE DRY AND THOROUGHLY CLEANED OF
LOOSE PARTICLES OF DIRT AND DUST, OIL, GREASE, OR OTHER FOREIGN MATTER.
SEAL AT EXTERIOR DOOR FRAMES, WINDOW FRAMES, AND OPENINGS FOR
PLUMBING, ELECTRICAL REFRIGERANT AND GAS LINES IN EXTERIOR WALLS,
FLOORS AND ROOFS.
SEALANT MATERIALS
JOINT LOCATIONS AND JOINT SEALANT TYPES ARE NOTES ON DRAWINGS.
ACCEPTABLE MANUFACTURER/TYPE PER EACH JOINT TREATMENT TYPE IS AS
FOLLOWS:
(JS-1) POLYSULFIDE POLYMER BASE COMPOUND SHALL CONFORM TO AMERICAN
STANDARD SPECIFICATION A-116 , 1960 CLASS A OR B, AND EQUAL TO THAT
MANUFACTURED BY SONNEBORN OR PECORA.
(JS-2) BYTYL SEALANT SHALL BE BUTYL RUBBER BASE COMPOUND EQUAL TO THAT
MANUFACTURED BY SONNEBORN OR PECORA.
(JS-3) LATEX JOINT SEALANT. ACRYLIC LATEX OR SILICONE LATEX., ASTM C834,
TYPE OP, GRADE NF. EQUAL TO THAT MANUFACTURED BY BOSTIK, INC., PECORA
OR TREMCO.
(JS-4) SINGLE-COMPONENT, PURABLE, MOISTURE CURING POLYURETHANE JOINT
SEALANT: ASTM C920, TYPE S, GRADE P, CLASS 100/50. EQUAL TO THAT
MANUFACTURED BY PECORA, TREMCO OR GE.
(JS-5) SINGLE-COMPONENT, MILDEW RESISTANT, NEUTRAL CURING SILICONE JOINT
SEALANT: ASTM C920, TYPE S, GRADE NS, CLASS 25. EQUAL TO THAT
MANUFACTURED BY PECORA, TREMCO OR GE.
INDEX TO SPECIFICATIONS
KNOTWOOD
ALUMINUM SIDING, SOFFITS, AND ACCESSORIES
GENERAL
SECTION INCLUDES
A. ALUMINUM SIDING.
B. ALUMINUM SOFFITS.
C. ALUMINUM TRIM AND ACCESSORIES.
D. 88MM SHUTTER BLADE.
E. FIXED ROUTED LOUVER SECTIONS.
F. 65MM SLAT.
G. SMALL INFILL.
RELATED SECTIONS
A. COLD-FORMED METAL FRAMING: METAL FRAMING
FOR SUPPORT OF ALUMINUM SOFFITS.
B. ROUGH CARPENTRY: WOOD STUD FRAMING,
FURRING AND SHEATHING FOR SUPPORT OF ALUMINUM SOFFITS.
C. BUILDING INSULATION: RIGID THERMAL INSULATION
INSTALLED BEHIND SIDING.
D. FLASHING AND SHEET METAL: SHEET METAL
GUTTERS AND DOWNSPOUTS.
E. JOINT SEALANTS: SEALANTS USED IN CONJUNCTION WITH
ALUMINUM SIDING INSTALLATION.
DELIVERY, STORAGE, AND HANDLING
A. PACKAGE AND STORE PRODUCTS UNDER COVER IN MANUFACTURER'S
UNOPENED PACKAGING UNTIL READY FOR TRANSPORT AND
INSTALLATION.
B. PROTECT PANELS FROM ACCELERATED WEATHERING BY REMOVING OR
VENTING SHEET PLASTIC SHIPPING WRAP.
C. STORE PREFINISHED MATERIAL OFF GROUND PROTECTED FROM
WEATHER, TO PREVENT TWISTING, BENDING, OR ABRASION, AND PROVIDE
VENTILATION. SLOP METAL SHEETS TO ENSURE DRAINAGE.
D. PREVENT CONTACT WITH MATERIALS CAPABLE OF CAUSING
DISCOLORATION OR STAINING.
PROJECT CONDITIONS
A. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY, AND
VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR
OPTIMUM RESULTS. DO NOT FABRICATE PRODUCTS UNDER
ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE
LIMITS.
COORDINATION
A. COORDINATE WORK WITH INSTALLATION OF WINDOWS, LOUVERS, AND
ADJACENT COMPONENTS OR MATERIALS.
WARRANTY
A. KNOTWOOD'S LIMITED LIFETIME WARRANTY AGAINST CRACKING, PEELING
AND GLOSS/COLOR RETENTION WITHIN THE GUIDELINES STATED BY THE
AMERICAN ALUMINUM MANUFACTURERS ASSOCIATION (AAMA).
1. STANDARD COLORS
a. DULUX DURATEC - AAMA 2604 (5 YEAR FLORIDA) 15 YEAR
MANUFACTURER'S WARRANTY.
b. DULUX FLUOROSET - AAMA 2605 (10 YEAR FLORIDA) 20 YEAR
MANUFACTURER'S WARRANTY.
2. WOOD GRAINS
a. AMMA 2064 (5 YEAR FLORIDA) 15 YEAR MANUFACTURER'S
WARRANTY.
PRODUCTS
MANUFACTURERS
A. ACCEPTABLE MANUFACTURER: KNOTWOOD LLC. , WHICH IS LOCATED AT:
10914 NE 39TH STREET SUITE B-3
VANCOUVER, WA 98682: INFO AT HYPERLINK
"MAILTO:SALES@KNOTWOOD.COM"SALES@KNOTWOOD.COM WEB:
HYPERLINK "HTTP://WWW.KNOTWOOD.COM"WWW.KNOTWOOD.COM ;
B. SUBSTITUTIONS: NOT PERMITTED
MATERIALS
A. EXTRUDED ALUMINUM SIDING AND SOFFITS: KNOTWOOD WOOD GRAIN
ALUMINUM SIDING AND SOFFITS WITH ALLUMINATE BONDED FILM
FINISH IS EXTRUDED ALUMINUM.
EXDC90- 3-3/4" X 5/8" X 18'6" CLADDING BOARD SMOOTH
EXDC100R- 4" X 5/8" X 18'6" CLADDING BOARD RIBBED
EXDC100S- 4" 5/8" X 18'6" CLADDING BOARD SMOOTH
EXDC150- 6" X 5/8" X 18'6" CLADDING BOARD SMOOTH
EXSM3816- 1-1/2" X 5/8" X 18'6" SELF MATING SLAT (2-PART)
EXSM6516- 2-1/2" X 5/8 X 18'6" SELF MATING SLAT (2-PART)
EXSM10016- 4" X 5/8" X 18'6" SELF MATING SLAT (2-PART)
ESM15016- 6" X 5/8" X 18'6" SELF MATING SLAT (2-PART)
B. EXTRUDED ALUMINUM VENTED SOFFIT: KNOTWOOD WOOD GRAIN
ALUMINUM VENTED SOFFITS WITH ALLUMINATE BONDED FILM FINISH IS
EXTRUDED ALUMINUM.
KWCV150- 6" X 5/8" X 18'6" CLADDING VENTED BOARD
C. EXTRUDED ALUMINUM ACCESSORIES AND TRIM: KNOTWOOD WOOD
GRAIN ALUMINUM TRIM AND ACCESSORIES WITH ALLUMINATE BONDED
FILM FINISH IS EXTRUDED ALUMINUM.
EXDCST- STARTER PIECE FOR CLADDING AND DECKING 18'6"
KWCFB- CLADDING FLASHING BASE 16'4" (USED WITH
KWCFTCL OR KWCFTCS)
KWCFTCL- CLADDING TOP CLIP 16'4"
KWCFTCS- CLADDING TOP BLIP SMALL 16'4"
KWCBJ- CLADDING BOTTOM JOINER 16'4" (USED WITH KWCTJ)
KWCTJ- CLADDING TOP JOINER 16'4"
KWCTF- CLADDING WINDOW AND DOOR TOP FLASHING 16'4"
KWCIEFC- CLADDING INTERNAL/EXTERNAL FEMALE CORNER 16'4"
KWCIEMC- CLADDING INTERNAL/EXTERNAL MALE CORNER 16'4"
D. EXTRUDED ALUMINUM SHUTTER BLADE, SLAT, SMALL INFILL, AND FIXED
LOUVER SECTIONS: KNOTWOOD WOOD GRAIN ALUMINUM TRIM AND
ACCESSORIES WITH ALLUMINATE BONDED FILM FINISH IS EXTRUDED
ALUMINUM.
EXS88- 3-7/16" (88MM) X 18'6" SHUTTER BLADE.
EXS6516- 2-1/2" X 5/8" X 18'6" SLAT
EXINFS- SMALL INFILL LENGTH: 18'6"
KWRF65L- ROUTERED LOUVER FRAME LEFT TO FIT 2-1/2" SLAT
LENGTH: 17'8"
KWRF65R- ROUTERED LOUVER FRAME RIGHT TO FIT 2-1/2" SLAT
LENGTH: 17'8"
KWRF65M- ROUTERED LOUVER FRAME MID-RAIL TO 2-1/2" SLAT
LENGTH: 17'8"
KWRF88L- ROUTERED LOUVER FRAME LEFT TO FIT EXS88 LENGTH: 17'8"
KWRF88R- ROUTERED LOUVER FRAME RIGHT TO FIT EXS88 LENGTH: 17'8"
KWRF88M- ROUTERED LOUVER FRAME MID-RAIL TO FIT EXS88 LENGTH:
17'8"
KWRF- ROUTERED TOP BOTTOM FRAME LENGTH: 17'8"
FINISHES
A. PRETREATMENT: E-CLPS CHROME FREE FIVE STAGER ALUMINUM
PRETREATMENT SYSTEM. COMPLIES WITH, AAMA 2604, AND AAMA 2605
SUPERIOR PERFORMANCE STANDARD AND MEETS EPA, OSHA, STATE AND
LOCAL ENVIRONMENTAL REQUIREMENTS AND CONTAINS NO CHROMATES,
CYANIDES, OR OTHER HEAVY METALS. WASTE TREATMENT IS USUALLY A
SIMPLE PH NEUTRALIZATION AND DISPOSAL TO THE SANITARY SEWER.
B. DULUX GROUP MANNEX BASE COAT AND DURATEC SERIES
ELECTROSTATIC APPLIED ARCHITECTURAL POWDER COATINGS ARE
APPROVED TO AAMA 2604 PERFORMANCE STANDARD.
1. GLOSS LEVEL: STANDARD GLOSS IS 30 PERCENT, PLUS OR MINUS 5
PERCENT.
C. SUPER DURABLE POWDER COATINGS: ALLUMINATE PREMIUM WOOD
FINISHES USE A POLYURETHANE POWDER COAT WITH INK BASED WOOD
GRAIN PATTERNS SUBLIMATED INTO THE BASE POWDER EFFECTIVELY
TATTOOING THE POWDER. THE COMBINED EFFECT CREATES ALL THE
AESTHETIC ASPECTS OF REAL WOOD WHILE OFFERING THE SAME
ENVIRONMENTAL ADVANTAGES OF POWDER COATED FINISHES.
1. WOOD GRAINED
a. LIGHT OAK
FABRICATION
A. PREPARE SURFACES, PRE-TREAT AND COAT COMPONENTS IN
ACCORDANCE WITH AAMA 2604 AND 2605 QUALITY STANDARDS AND
APPLICABLE EUROPEAN STANDARDS FOR THE COATING MATERIAL
SPECIFIED.
B. WRAP AND PACKAGE COATED COMPONENTS USING METHODS SUITABLE
FOR TRANSIT AND COVERED SITE STORAGE WITHOUT DAMAGE.
A.
B.
C.
A.
A.
B.
A.
B.
DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES
FURNISH LABOR, TOOLS, EQUIPMENT AND MATERIALS TO COMPLETE WORK UNDER
THIS HEADING AS INDICATED ON THE DRAWINGS AND DESCRIBED IN THE
SPECIFICATIONS.
ROUGH CARPENTRY
PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, AND BARRICADES AS
REQUIRED BY GOVERNING LOCAL ORDINANCES.
PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS REQUIRED.
HEADERS TO BE SIZED AS DETAILED IN THE STRUCTURAL DRAWINGS.
STRUCTURAL LUMBER
REFER TO STRUCTURAL DRAWINGS FOR INFORMATION ON STRUCTURAL LUMBER,
SHEATHING, PRE-FABRICATED WOOD JOISTS, FASTENING AND ATTACHMENT.
FINISH CARPENTRY
FURNISH LABOR AND MATERIALS TO COMPLETE WORK UNDER THIS SECTION AS
INDICATED ON DRAWINGS AND DESCRIBED IN THESE SPECIFICATIONS.
HARDWARE DIMENSIONS ARE TO BE NET SIZE AND NOT NOMINAL SIZE. MATERIAL
FOR INTERIOR FINISH SHALL BE AS FOLLOWS:
1. DINING ROOM TRIM - REFER TO FINISH SCHEDULE & DETAILED DRAWINGS.
2. COUNTERTOPS TO BE FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT
SUPPLIER.
SOLID SURFACING MATERIAL
VANITY TOPS AND WINDOW SILLS: DUPONT CORIAN, COLORS AS NOTED ON
DRAWINGS.
PROVIDE IN THICKNESS, FINISH AND EDGE TREATMENT AS REQUIRED AND
COORDINATED WITH THE OWNER'S REPRESENTATIVE.
A.
A.
B.
ROOFING WOOD DECKS
ROOF SHALL BE CLEAN, SMOOTH AND SUITABLE FOR ACCEPTANCE OF THE
ROOFING SYSTEM. REMOVE AND REPLACE DETERIORATED WOOD NAILERS, ROOF
CURBS AND SOURED OR BADLY DETERIORATED ROOF INSULATION. JOINT OR
CRACKS GREATER THAN 1/4" SHALL BE REPAIRED.
ROOFING MEMBRANE
THE MEMBRANE MATERIAL SHALL BE IN ACCORDANCE WITH APPROVED
MANUFACTURER SPECIFICATIONS. MEMBRANE: (BASE BID) PRECISION
FABRICATED, FLEXIBLE, SINGLE-PLY,40 MIL PVC ROOFING SYSTEM. BASIS OF
DESIGN: DURO-LAST ROOFING INC. (ALTERNATE BID) SAME AS LISTED ABOVE BUT
50 MIL.
1. ALL ASHRAE ZONES: COLOR WHITE
RELATED MATERIALS:
1. DRIP EDGES, GRAVEL STOPS, COPINGS AND COUNTER FLASHINGS TO BE
COMPATIBLE AND INSTALLED ACCORDING TO ROOF MANUFACTURERS
SPECIFICATION. IF PRODUCTS USED ARE SHEET METAL, IT MUST BE A 26
GA (MIN) GALVANIZED. METAL COUNTER FLASHING, COPING, DRIP EDGES
AND GRAVEL STOPS SHALL HAVE A 3" OVERLAP FOR EXPANSION AND
CONTRACTING. CONTRACTOR TO CONSIDER UTILIZING EXCEPTIONAL
METALS PRODUCTS TO ENSURE A FULL SYSTEM WARRANTY.
2. ROOF SCUPPER LININGS: CUT ROOF SCUPPER LINING TO FIT ROOF
SCUPPERS, ALLOWING ADEQUATE MATERIAL FOR FIELD WELDING TO ROOF
COVER AND BASE FLASHING. APPLY APPROVED ADHESIVE TO SCUPPER,
INSTALL LINING IN SCUPPER AND MAKE FIELD WELDS TO ROOF COVER AND
BASE FLASHING. APPLY APPROVED SEALANT TO EXTERIOR EDGES OF
LINING ON EXTERIOR OF WALL, UNDER AND ON TOP OF THE TERMINATION
BAR SURROUNDING THE EDGES. CONTRACTOR MUST UTILIZE DURO-LAST
PREFABRICATED SCUPPER FLASHING PER DURO-LAST DETAIL 2061.
3. WOOD MEMBERS: LUMBER SHALL BE #2 SOUTHERN YELLOW PINE,
DOUGLAS FIR OR OTHER APPROVED SPECIES, AND IT SHALL BE FREE
FROM WARPING, EXCESSIVE KNOTS AND GRADE MARKED. IT SHALL BE
"WOLMANIZED" (CCA) PRESSURE-TREATED AND SHALL BEAR THE TRADE
MARK "WOLMANIZED" OR AN APPROVED EQUAL TREATMENT.
4. ROOF DRAINS AND OVERFLOW DRAINS TO BE INSTALLED ACCORDING TO
ZURN Z180 CORNICE DRAIN INSTALLATION GUIDE.
REFERENCES
A. ASTM D 958 - PRACTICE FOR DETERMINING TEMPERATURES OF STANDARD
ASTM MOLDS FOR TEST SPECIMENS OF PLASTICS.
B. AAMA 2605-05 - VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS
AND TEST PROCEDURES FOR SUPERIOR PERFORMING ORGANIC COATINGS
ON ALUMINUM EXTRUSIONS AND PANELS.
C. AAMA 2604 - VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS
AND TEST PROCEDURES FOR HIGH PERFORMING ORGANIC COATINGS ON
ALUMINUM EXTRUSIONS AND PANELS.
D. AAMA 2603 - VOLUNTARY SPECIFICATION, PERFORMANCE REQUIREMENTS
AND TEST PROCEDURES FOR HIGH PERFORMING ORGANIC COATINGS ON
ALUMINUM EXTRUSIONS AND PANELS.
PERFORMANCE REQUIREMENTS
A. COMPONENTS: DESIGN AND SIZE COMPONENTS TO WITHSTAND DEAD
AND LIVE LOADS CAUSED BY POSITIVE AND NEGATIVE WIND PRESSURE
ACTING NORMAL TO PLANE OF WALLS AS CALCULATED IN ACCORDANCE
WITH APPLICABLE CODE.
B. MOVEMENT: ACCOMMODATE MOVEMENT WITHIN SYSTEM WITHOUT
DAMAGE TO COMPONENTS OR MOVEMENT WITHIN SYSTEM: MOVEMENT
BETWEEN SYSTEM AND PERIMETER COMPONENTS WHEN SUBJECT TO
SEASONAL TEMPERATURE CYCLING: DYNAMIC LOADING AND RELEASE OF
LOADS: DEFLECTION OF STRUCTURAL SUPPORT FRAMING.
C. DRAINAGE: PROVIDE POSITIVE DRAINAGE TO EXTERIOR FOR MOISTURE
ENTERING OR CONDENSATION OCCURRING WITHIN PANEL SYSTEM.
SUBMITTALS
A. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO
BE USED, INCLUDING:
1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.
2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.
3. INSTALLATION METHODS.
B. SHOP DRAWINGS: INDICATE DIMENSIONS, LAYOUT, JOINTS, EXPANSION
JOINTS, CONSTRUCTION DETAILS, METHODS OF ANCHORAGE, AND
INTERFACE WITH ADJACENT MATERIALS.
A.
B.
C.
D.
E.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
BUILDING INSULATION
FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE WORK
AS INDICATED ON THE CONSTRUCTION DOCUMENTS AND DESCRIBED IN THE
SPECIFICATIONS.
EXTERIOR WALL INSULATION: REFER TO INSULATION SCHEDULE ON DRAWINGS.
VAPOR BARRIER SHALL BE GRIFFOLYN T-65 BY REEF INDUSTRIES, INC. OR EQUAL.
THE MATERIAL SHALL HAVE A 3-PLY, HIGH DENSITY POLYETHYLENE AND NYLON
YARN LAMINATE. MATERIAL SHALL HAVE A REINFORCED NON-WOVEN GRID WITH A
PPT TEAR STRENGTH OF AT LEAST 15.0 LBS. VAPOR BARRIER SHALL BE APPLIED
IN THE WIDEST PRACTICAL WIDTHS. SIDE AND END JOINTS SHALL BE LAPPED AT
LEAST 6". LAPS SHALL BE SEALED USING FAB TAPE. PUNCTURES OR TEARS ARE
TO BE REPAIRED USING GRIFFOLYN'S GRIFF TAPE, FAB TAPE OR EQUAL. VAPOR
BARRIER MUST PROVIDE A COMPLETE SEAL TO PREVENT MOISTURE TRANSFER.
NOTE: FOR SOUTHERN COASTAL AREAS, THE VAPOR BARRIER SHOULD BE USED
ON THE EXTERIOR OF THE WALL. WHERE THERE IS UNCERTAINTY, FOLLOW LOCAL
PRACTICE.
RIGID ROOF INSULATION: FURNISHED AND INSTALLED BY THE ROOFING
CONTRACTOR. INSULATION TO BE MINIMUM OF (2) LAYERS OF ROOF
MANUFACTURER'S RECOMMENDED INSULATION BOARDS. INSTALL IN THICKNESS
REQUIRED TO MEET THE R-VALUES INDICATED IN THE INSULATION SCHEDULE ON
DRAWINGS. CONTRACTOR TO PROVIDE BID UTILIZING DURO-GUARD ISO II BOARDS.
'ENRGY 3' INSULATION BOARDS BY JOHNS MANVILLE ARE AN ACCEPTABLE EQUAL.
PERIMETER INSULATION: REFER TO INSULATION SCHEDULE ON DRAWINGS..
C. SELECTION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, TWO
COMPLETE SETS OF COLOR CHIPS REPRESENTING THE
MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS.
D. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, TWO
SAMPLES, MINIMUM SIZE 2 INCHES (51MM) BY 3-1/2 INCHES (89MM),
REPRESENTING ACTUAL PRODUCT, COLOR AND GLOSS.
E. MANUFACTURER'S CERTIFICATES: CERTIFY PRODUCTS MEET OR EXCEED
SPECIFIED REQUIREMENTS.
F. CLOSEOUT SUBMITTALS: PROVIDE MANUFACTURER'S MAINTENANCE
INSTRUCTIONS THAT INCLUDE RECOMMENDATIONS FOR PERIODIC
CLEANING AND MAINTENANCE OF COMPONENTS.
QUALITY ASSURANCE
A. MANUFACTURER'S QUALIFICATIONS: MINIMUM TEN YEARS' EXPERIENCE
PRODUCING ALUMINUM FINISHES OF THE TYPES SPECIFIED IN AAMA
2604 AND 2605 CERTIFIED.
B. INSTALLER: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS
SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE.
C. MOCK-UP: PROVIDE A MOCK-UP FOR EVALUATION OF SURFACE
PREPARATION TECHNIQUES AND APPLICATION WORKMANSHIP.
1. FINISH AREAS DESIGNED BY ARCHITECT.
2. DO NOT PROCEED WITH REMAINING WORK UNTIL WORKMANSHIP,
COLOR, AND GLOSS ARE APPROVED BY ARCHITECT.
REFINISH MOCK-UP AREA AS REQUIRED TO PRODUCE ACCEPTABLE
WORK.
BUILDING WEATHER BARRIER
PROVIDE WHEATHER BARRIER AS NOTED ON PLANS, SECTIONS, DETAILS, ETC.
A. FLUID APPLIED
1. ASTM E1677 : DUPONT TYVEK FLUID APPLIED WB
2. BUILDING-WRAP COMPOUND: TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND
AND DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM.
B. BUILDING WRAP:
1. ASTM E1677: DOPONT TYVEK COMMERCIAL WRAP
2. BUILDING WRAP TAPE: PRESSURE SENSITIVE PLASTIC TAPE REMCOMENED BY
BUILDING WRAP MANUFACTURER FOR SEALING JOINTS ADN PENETRATIONS IN
BUILDING WRAP.
C. FLUID APPLIED AT E.I.F.S.
1. AS NOTED IN E.I.F.S. SECTION OF THESE SPECIFIICATIONS
12
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
EDIN CORALIC, R.A., NCARB
2643 CAROUSEL DRIVE
ST. LOUIS, MO 63125
(314)578-4953
NO
T
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S
E
D
NO
T
U
S
E
D
NO
T
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E
D
A.
B.
C.
D.
E.
F.
A.
DIVISION 8 - OPENINGS
ALUMINUM ENTRANCE DOORS, STOREFRONT & CURTAINWALL
DOORS AND WINDOWS SHALL HAVE PRODUCT LABELS INDICATING U-VALUE, SHGC
AND AIR LEAKAGE RATE IN COMPLIANCE WITH LATEST ENERGY CODES. ALLOWED
AIR LEAKAGE SHALL NOT EXCEED 1.0 CFM/FT2 FOR GLAZED DOORS AND 0.3 CFM/FT2
FOR WINDOWS.
SYSTEMS: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON
DRAWINGS.
DOORS SHALL BE "350 MEDIUM STILE" DOOR, MANUFACTURED BY US ALUMINUM.
HARDWARE FOR ENTRANCE DOORS: SEE HARDWARE SCHEDULE ON DRAWINGS.
EXPOSED ALUMINUM MATERIAL SHALL BE CLEAR ANODIZED ALUMINUM. HARDWARE
SHALL MATCH.
MISCELLANEOUS TRIMS, SHAPES, SPACERS, AND ADAPTERS AS REQUIRED.
GLAZING
EXTERIOR GLASS SHALL BE 1" INSULATED (UNLESS NOTED OTHERWISE). SEE THE
FINISH SCHEDULE. GLAZING MUST MEET SAFETY CODES AS REQUIRED. GLASS
MUST HAVE 5-YEAR WARRANTY AGAINST SEAL FAILURE.
1. GLASS THICKNESSES: SELECT MIN. GLASS THICKNESSES PER ASTM E 1300,
PER FOLLOWING REQUIREMENTS:
a. SPECIFIED DESIGN WIND LOADS: DESIGN WIND LOADS APPLICABLE
TO PROJECT FROM BASIC WIND SPEED - IN MILES PER HOUR
(METERS PER SECOND) AT 33 FEET (10 M) ABOVE GRADE,
ACCORDING TO ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES": SECTION 6.4.2, "ANALYTIC PROCEDURE,"
BASED ON MEAN ROOF HEIGHTS ABOVE GRADE INDICATED ON
DRAWINGS.
b. PROBABILITY OF BREAKAGE FOR VERTICAL GLAZING: 8 LITES PER
1000 FOR LITES SET VERTICALLY OR NOT MORE THAN 15 DEGREES
OFF VERTICAL AND UNDER WIND ACTION.
1) LOAD DURATION: 60 SECONDS OR LESS.
c. MIN. GLASS THICKNESS FOR EXTERIOR LITES: NOT LESS THAN 6
MM.
d. THICKNESS OF TINTED AND HEAT-ABSORBING GLASS:
1) PROVIDE THE SAME THICKNESS FOR EACH TINT COLOR
INDICATED THROUGHOUT PROJECT.
B. PRODUCTS AND MANUFACTURERS
1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT
ARE NOT LIMITED TO, THE PRODUCTS INDICATED IN SCHEDULES ON THE
DRAWINGS.
C. PRIMARY FLOAT GLASS
1. ASTM C 1036, TYPE I (TRANSPARENT GLASS, FLAT), QUALITY Q3 (GLAZING
SELECT); CLASS I (CLEAR).
D. HEAT-TREATED FLOAT GLASS
1. ASTM C 1048; TYPE I (TRANSPARENT GLASS, FLAT); QUALITY Q3 (GLAZING
SELECT); CLASS, KIND, AND CONDITION AS INDICATED.
A.
B.
A.
J. PREPARATION
1. CLEAN GLAZING CHANNELS AND OTHER FRAMING MEMBERS RECEIVING
GLASS IMMEDIATELY BEFORE GLAZING. REMOVE COATINGS NOT FIRMLY
BONDED TO SUBSTRATES.
K. GLAZING, GENERAL
1. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF
GLASS, SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS
MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN
REFERENCED GLAZING PUBLICATIONS.
2. GLAZING CHANNEL DIMENSIONS, AS INDICATED ON DRAWINGS, PROVIDE
NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND
ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES.
ADJUST AS REQUIRED BY PROJECT CONDITIONS DURING INSTALLATION.
3. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND
INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND
LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS IS GLASS WITH
EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD
WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE.
4. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF
SEALANTS, AS DETERMINED BY PRECONSTRUCTION SEALANT-SUBSTRATE
TESTING.
5. INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO
COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE
REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OF
COMPATIBLE SEALANT SUITABLE FOR HEEL BEAD.
6. DO NOT EXCEED EDGE PRESSURES PER GLASS MANUFACTURERS FOR
INSTALLING GLASS LITES.
a. PROVIDE SPACERS FOR GLASS LITES WHERE THE LENGTH PLUS
WIDTH IS LARGER THAN 50 INCHES: LOCATE SPACERS DIRECTLY
OPPOSITE EACH OTHER ON BOTH INSIDE AND OUTSIDE FACES OF
GLASS. INSTALL CORRECT SIZE AND SPACING TO PRESERVE
REQUIRED FACE CLEARANCES, UNLESS GASKETS AND GLAZING
TAPES ARE USED THAT HAVE DEMONSTRATED ABILITY TO MAINTAIN
REQUIRED FACE CLEARANCES AND TO COMPLY WITH SYSTEM
PERFORMANCE REQUIREMENTS.
b. PROVIDE 1/8-INCH (3-MM) MINIMUM BITE OF SPACERS ON GLASS AND
USE THICKNESS EQUAL TO SEALANT WIDTH. WITH GLAZING TAPE,
USE THICKNESS LESS THAN FINAL THICKNESS OF TAPE.
7. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT
GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS
RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO
REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS.
8. SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW,
AND SIMILAR CHARACTERISTICS.
9. GLASS STOPS ARE EXTRUDED ALUMINUM SNAP-IN TYPE FOR INTERIOR
GLAZING OF GLASS OF PANELS 5/8" THICK (CUSTOM STOPS FOR
THICKNESSES UP TO AN 1" ARE AVAILABLE) AND HAVE A FIXED GASKET OF
HIGH QUALITY ELASTOMERIC MATERIAL PERIMETER WOOL PILE AND
ELASTOMERIC WEATHER-STRIP IS FACTORY APPLIED.
10. GLASS MUST HAVE (5) FIVE YEAR WARRANTY AGAINST SEAL FAILURE.
L. GLASS TYPES: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON
DRAWINGS.
STEEL SERVICE DOOR AND FRAME
STEEL DOOR FRAMES: SHALL BE 18 GUAGE STEEL WELDED VERTICAL EDGE,
MECHANICAL INTERLOCK NOT ACCEPTED, AS NOTED IN THE DOOR SCHEDULE
ON THE DRAWINGS AND AS MANUFACTURED BY BLACK MOUNTAIN,
DOOR, SERIES 400, OR EQUAL IF APPROVED BY ARCHITECT.
1. SEE THE FINISH SCHEDULE, EXTERIOR SCHEDULE AND THIS SHEET FOR
APPLICABLE PAINT.
C. STEEL HOLLOW METAL DOOR: SHALL BE 1 3/4" THICK, FLUSH TYPE, MINIMUM 18
GAUGE STEEL FACE DOOR WITH POLYSTYRENE CORE, INSULATION, ETC, AND
MANUFACTURED AS FRAMES ABOVE, REFER TO DRAWINGS.
1. SEE THE FINISH SCHEDULE, EXTERIOR SCHEDULE AND THIS SHEET FOR
APPLICABLE PAINT.
D. FINISH HARDWARE: DOORS SHALL BE PREPARED TO RECEIVE HEAVY-DUTY
HARDWARE. SEE HARDWARE SCHEDULE ON DRAWINGS FOR HARDWARE
SPECIFICATIONS.
PREFINISHED DOORS
LAMINATED DOORS: TO BE 1 3/4" SOLID CORE PRE-HUNG DOORS AS MANUFACTURED
BY MARLITE PRODUCTS. DOORS OF THIS TYPE TO BE FINISHED IN HIGH PRESSURE
LAMINATE FURNISHED COMPLETE WITH ADJUSTABLE ALUMINUM FRAME AND
HARDWARE.
1. SEE DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS.
A.
A.
A.
B.
C.
D.
E.
PICK-UP WINDOW
A. ANODIZED ALUMINUM, CLEAR ANODIZED ALUMINUM FINISH.
B. VERIFY CONSTRUCTION IS READY TO RECEIVE PICK UP WINDOW. VERIFY ROUGH
OPENINGS ARE CORRECT SIZE AND IN CORRECT LOCATION. ORIENT PICK UP
WINDOW SO THAT THE OPENING MATCHES THE BUILDING ELEVATION.
EXAMINE ROUGHING-IN FOR EMBEDDED AND BUILT-IN ANCHORS TO VERIFY ACTUAL
LOCATIONS OF SECURITY WINDOW CONNECTIONS BEFORE SECURITY WINDOW
INSTALLATION. CONTRACTOR TO PROVIDE ANCHOR SCREWS.
INSPECT BUILT-IN AND CAST-IN ANCHOR INSTALLATIONS, BEFORE INSTALLING SECURITY
WINDOWS, TO VERIFY THAT ANCHOR INSTALLATIONS COMPLY WITH REQUIREMENTS.
REMOVE AND REPLACE ANCHORS WHERE INSPECTIONS INDICATE THAT THEY DO NOT
COMPLY WITH SPECIFIED REQUIREMENTS. REINSPECT AFTER REPAIRS OR
REPLACEMENTS ARE MADE.
FOR GLAZING MATERIALS WHOSE ORIENTATION IS CRITICAL FOR PERFORMANCE,
VERIFY INSTALLATION ORIENTATION. PROCEED WITH INSTALLATION ONLY AFTER
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
FURNISH FRAMES AND ANCHORS TO OTHER SECTIONS AS REQUIRED FOR
INSTALLATION IN SURROUNDING PARTITION AND CASEWORK CONSTRUCTION.
INSTALL PICK UP WINDOW IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
ALIGN PICK UP WINDOW PLUMB, LEVEL AND SQUARE.
RIGIDLY SECURE PICK UP WINDOW TO ADJACENT SUPPORTING CONSTRUCTION.
GLAZE WINDOWS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
SEAL PERIMETER JOINTS
CONNECT ELECTRICAL COMPONENTS TO POWER SOURCE.
PROTECTION: WHERE DISSIMILAR METALS WILL CONTACT EACH OTHER, PROTECT
AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH PRIMER OR BY
APPLYING SEALANT OR TAPE RECOMMENDED IN WRITING BY MANUFACTURER FOR THIS
PURPOSE. WHERE ALUMINUM WILL CONTACT CONCRETE OR MASONRY, PROTECT
AGAINST CORROSION BY PAINTING CONTACT SURFACES WITH BITUMINOUS PAINT.
ACCESS DOOR
GALVANIZED STEEL, 16 GA., 24"X24" GREY ENAMEL PRIMED DOOR AND FRAME,
INSULATED DOOR; THE WILLIAMS BROS. MODEL EXT 1300 WITH CONTINUOUS HINGE,
GASKET AND KEYED CYLINDER LOCK WITH TEE HANDLE.
WALL LOUVER
STATIONARY WIND-DRIVEN RESISTANT LOUVER: RUSKIN (816-761-7476), MODEL
EME220DD, 6"X6", MILL FINISH ALUMINUM, OR APPROVED EQUAL. FIELD PAINTED AS
NOTED ON DRAWINGS.
DIVISION 9 - FINISHES
NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE USE OF "CLASS A" OR
"CLASS C" MATERIAL.
FLOOR AND WALL TILE INSTALLATION
PROVIDE TILE WORK COMPLETE IN PLACE AS INDICATED ON DRAWINGS, SPECIFIED
HEREIN.
TILE WORK SHALL BE SUBJECT TO PERFORMANCE STANDARDS AS SET BY THE
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) SPECIFICATION A-137J-80 FOR
CERAMIC TILE OR CTI-69-5 FOR SPECIAL PURPOSE TILE AND THE TILE COUNCIL OF
AMERICA (TCA) CURRENT HANDBOOK FOR CERAMIC TILE INSTALLATION.
DELIVER MATERIAL TO THE JOB SITE AND STORE IN ORIGINAL UNOPENED CARTONS
WITH LABELS INTACT AND LEGIBLE.
TILE SHOULD BE STORED IN A DRY COVERED AREA.
TILE SHALL BE STANDARD GRADE IN ACCORDANCE WITH SPECIFICATIONS
PUBLISHED BY ANSI A-137J-80 FOR CERAMIC TILE OR CTI-69-5 FOR SPECIAL
PURPOSE TILE.
1. EXTERIOR DECORATIVE WALL TILE: SEE FINISH SCHEDULE.
2. INTERIOR FLOOR TILE: SEE FINISH SCHEDULE.
A.
B.
A.
B.
A.
B.
C.
A.
B.
A.
B.
A.
B.
C.
D.
F. TILE SETTING, GROUTING MATERIALS, AND WATERPROOFING MEMBRANE:
1. BASIS-OF-DESIGN: LATICRETE INTERNATIONAL, INC.
2. APPROVED EQUAL: MAPEI CORPORATION.
G. [MR-1] MODIFIED-PORTLAND CEMENT THIN SET MORTAR: ISO 13007: C2EP1 /
C2TES1PA AND ANSI A118.15.
1. PRODUCTS: LATICRETE: 254 PLATIUM THINSET OR MAPEI: ULTRA FLEX 2.
H. [MR-2] MEDIUM BED, MODIFIED-PORTLAND CEMENT THIN SET MORTAR: ISO 13007:
C2EP1 / C2TES1PA AND ANSI A118.15 AND CAPABLE OF BEING INSTALLED UP TO 1/4
INCH THICK.
1. PRODUCTS: LATICRETE: 4XLT OR MAPEI: ULTRA FLEX LFT.
I. [GR-1] POLYMER-MODIFIED HIGH PERFORMANCE CEMENT TILE GROUT: ISO 13007:
CG-2WAF AND ANSI A118.7.
1. PRODUCTS: FOR JOINTS 1/8-INCH OR WIDER (SANDED GROUT): LATICRETE:
PERMACOLOR: ULTRACOLOR PLUS.
2. COLORS: SEE INTERIOR AND EXTERIOR FINISH SCHEDULES..
J. [WM-1] INTERIOR WATERPROOFING MEMBRANE: COMPLY WITH ANSI A118.10.
ADJOINING FLOOR AND WALL AREAS AT MOP SINK LOCATIONS OR WHERE
INDICATED ON DRAWINGS, AND ELSEWHERE AS REQUIRED FOR WATERPROOFING
TILE ASSEMBLY AS SPECIFIED IN ANSI A108.13.
1. PRODUCTS: LATICRETE: HYDROBAN OR MAPEI: AQUA DEFENSE.
K. THRESHOLDS: PROVIDE THRESHOLDS TO ADJUST BETWEEN TILE AND OTHER
FLOOR FINISHES.
L. ACCEPTABILITY OF SURFACES: SURFACES TO BE TILED SHALL BE SMOOTH AND
LEVEL FOR MORTAR BED AT THE REQUIRED FINISH ELEVATION, AND A STEEL
TROWEL FINISH WITH A LIGHT BROOM TEXTURED FINISH WITHOUT MORE THAN THE
FOLLOWING MAXIMUM VARIATIONS:
1. PORTLAND CEMENT MORTAR: WALLS AND CEILINGS - 1/4" IN 8"; FLOORS - 1/8"
IN 10'-0".
2. DRY SET, LATEX AND CEMENT MORTARS: WALLS AND CEILINGS - 1/8" IN 8";
FLOORS - 1/8" IN 10'-0".
M. PREPARATION: PRIOR TO THE START OF LAYING TILE, SWEEP OR VACUUM AND
WASH SURFACES TO BE COVERED. SURFACE SHOULD BE FREE FROM COATING,
CURING COMPOUNDS, OIL, GREASE, WAX AND DUST.
N. JOB CONDITIONS: A MINIMUM TEMPERATURE OF 50 DEGREES F (10 DEGREES C)
SHOULD BE MAINTAINED DURING TILE WORK AND FOR SEVEN (7) DAYS
THEREAFTER. PROVIDE ADEQUATE LIGHTING FOR GOOD GROUTING AND CLEAN-
UP.
O. LAYOUT OF WORK: INTERIOR WALL AND FLOOR FINISH LAYOUTS AND PATTERNS
FOR KITCHEN, RESTROOMS AND DINING ROOM SHALL BE AS SHOWN ON INTERIOR
ELEVATIONS AND FLOOR TILE PLAN. REFER TO THE FINISH SCHEDULE. DETERMINE
LOCATIONS OF MOVEMENT (EXPANSION) JOINTS BEFORE STARTING TILE WORK.
LAYOUT TILE WORK SO AS TO MINIMIZE CUTS LESS THAN ONE HALF TILE IN SIZE.
LOCATE CUTS IN BOTH WALLS AND FLOORS SO AS TO BE LEAST CONSPICUOUS.
P. SETTING METHODS: SET TO TILE COUNCIL OF AMERICA SPECIFICATIONS WALLS
W242-98 AND FLOORS F113-98.
Q. GROUTING: FOLLOW MANUFACTURER'S RECOMMENDATIONS AS TO GROUTING
PROCEDURES AND PRECAUTIONS. REMOVE GROUT HAZE, OBSERVING GROUT
MANUFACTURER'S RECOMMENDATIONS AS TO THE USE OF VARIOUS CLEANERS.
FLOOR TILE GROUT TO BE 1/4" WIDE; WALL TILE GROUT TO BE 1/16" WIDE.
R. FINISHING: THOROUGHLY RINSE TILE WORK. USE NEUTRAL CLEANER WITH
ABRASIVE ADDITIVE (WALTER G. LEGGE'S "TEXSPAR" OR EQUAL) FOR FINAL
CLEANING. ACID CLEANERS ARE NOT RECOMMENDED EXCEPT AS NOTED.
1. USE MIXTURE OF 75% WATER AND 25% MAPEI KARACLEAN TO CLEAN TILE
SURFACE (EQUAL LATICRETE TILE CLEANER 1:3 DILUTION RATIO). APPLY AND
BUFF.
2. USE PHOSPHORIC ACID OR SULFAMIC ACID ONLY FOR REMOVAL OF GROUT
RESIDUE. DO NOT USE MURIATIC ACID.
GYPSUM DRYWALL
FURNISH MATERIAL AND LABOR NECESSARY TO PROVIDE FINISHED DRYWALL
SURFACES IN AREAS SCHEDULED TO RECEIVE THIS FINISH ON THE DRAWINGS.
TAPE, SPACKLE AND SAND SURFACES TO RECEIVE PAINT. REPEAT AS REQUIRED.
DRYWALL OVER FURRING AND WOOD STUDS SHALL BE 5/8" FIRECODE GYPSUM.
MATERIALS SHALL BE STANDARD PRODUCTS MANUFACTURED BY US GYPSUM,
NATIONAL GYPSUM OR GOLD BOND GYPSUM COMPANY.
SUSPENDED CEILING SYSTEM
FURNISH MATERIALS AND LABOR TO PROVIDE A COMPLETE SUSPENDED CEILING
INCLUDING CEILING TILE, HANGERS, GRID TEES, AND MOLDINGS.
ACOUSTICAL CEILING MATERIALS IN CORRIDOR AT RESTROOMS, RE: CT-2 ON FINISH
SCHEDULE.
C. CEILING IN THE KITCHEN, RE: CT-1 ON FINISH SCHEDULE
D. THE CEILING IN THE RESTROOMS SHALL BE SMOOTH, PAINTED GYPSUM DRYWALL.
1. COLOR: SEE THE FINISH SCHEDULE.
NON-TILE FIBERGLASS REINFORCED POLYESTER (FRP) PANELS
NON TILE WALL FINISH FRP (FOOD PREP AREA): SEE FINISH SCHEDULE.
TEXTURED FIBERGLASS REINFORCED POLYESTER (FRP) PANELS SANITARY WALL
SYSTEMS TO BE FRP PANEL. INSTALL 4'X9'X1/8 PANEL WITH HARMONIZING PVC
MOLDINGS, ADHESIVE AND SEALANTS IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS.
NON-TILE WALL FINISH (DINING ROOM AREA): SEE FINISH SCHEDULE.
PAINTING
PROVIDE MATERIALS, LABOR, TOOLS AND EQUIPMENT REQUIRED TO COMPLETE THE
PAINTING OF BUILDING AS SPECIFIED.
WORKMANSHIP:
1. MATERIALS SHALL BE APPLIED FREE FROM RUNS, SAGS, WRINKLES,
STREAKS, SHINERS AND BRUSH MARKS.
2. MATERIALS SHALL BE APPLIED UNIFORMLY. IF REDUCTION OF THE COATINGS
VISCOSITY IS NECESSARY, IT SHALL BE DONE IN ACCORDANCE WITH THE
MANUFACTURER'S LABEL DIRECTIONS.
3. NEW PLASTER AND OTHER MASONRY SURFACES SHALL NOT BE PRIMED
UNTIL IT HAS BEEN DETERMINED THESE SUBSTRATES HAVE DRIED
SUFFICIENTLY TO SAFELY ACCEPT PAINT. A RELIABLE ELECTRONIC
MOISTURE METER SHOULD BE USED TO MAKE THIS DETERMINATION.
UNACCEPTABLE MOISTURE CONTENT SHOULD BE REPORTED TO THE
ARCHITECT OR HIS REPRESENTATIVE.
4. A MINIMUM INTERIOR TEMPERATURE OF 65 DEGREES F SHALL BE
MAINTAINED DURING THE ACTUAL APPLICATION AND DRYING OF THE PAINT,
AND UNTIL OCCUPANCY OF THE BUILDING OCCURS. ADEQUATE VENTILATION
SHALL BE MAINTAINED TO CONTROL EXCESSIVE HUMIDITY WHICH WILL
ADVERSELY AFFECT THE CURING OF COATINGS. THE GENERAL
CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING SUITABLE
TEMPERATURES AND VENTILATION.
5. BEFORE PAINTING BEGINS, VERIFY WORK THAT CREATES DUST OR DEBRIS
HAS BEEN COMPLETED. THE ROOMS OR AREAS ARE TO BE LEFT IN BROOM
CLEAN CONDITION.
6. ENAMEL AND VARNISH UNDERCOATS ARE TO BE SANDED PRIOR TO THE
RECOATING. TOP AND BOTTOMS OF DOORS ARE TO BE FINISHED IN THE
SAME MANNER AS DOOR FACING.
7. NO EXTERIOR PAINTING SHALL BE UNDERTAKEN IF AIR OR SURFACE
TEMPERATURE IS BELOW 50 DEGREES F, NOR IMMEDIATELY FOLLOWING
RAIN OR UNTIL FROST, DEW OR CONDENSATION HAS EVAPORATED.
SURFACES SHOULD ALWAYS BE TESTED WITH MOISTURE METER BEFORE
PROCEEDING.
C. PREPARATION OF SURFACES:
1. DO NOT COMMENCE WORK UNTIL SURFACE IS IN PROPER CONDITION.
2. SURFACES ARE TO BE CLEAN. IF FOR ANY REASON THE SURFACE CANNOT
BE CLEANED, THIS CONDITION SHALL BE PROMPTLY REPORTED TO THE
GENERAL CONTRACTOR AND OWNER.
3. THE PRIME COAT SHOULD BE APPLIED SOON AFTER SURFACE PREPARATION
HAS BEEN COMPLETED, TO PREVENT CONTAMINATION OF THE SUBSTRATE.
D. INSPECTION: WORK NOT CONFORMING TO THE SPECIFICATIONS OR NOT MEETING
WITH THE APPROVAL OF THE OWNER, SHALL BE REMOVED OR CORRECTED AND/OR
REPAINTED AS APPROVED BY THE OWNER.
PAINT SCHEDULE
EXTERIOR ITEMS: REFER TO EXTERIOR FINISH SCHEDULE.
INTERIOR WOOD TRIM: REFER TO FINISH SCHEDULE
PATIO CONCRETE SLAB
CONCRETE SLAB TO BE A MINIMUM OF 5" THICK - VERIFY SLAB REQUIREMENTS WITH
GEOTECHNICAL REPORT.
BROOM FINISHED CONCRETE WITH TROWELED EDGES.
CONCRETE SEALER: 'SCOFIELD' CEMENTONE CLEAR SEALER. APPLY PER
MANUFACTURER'S RECOMMENDATIONS.
CONCRETE COLOR HARDENER: 'SCOFIELD' LITHOCHROME, A33 "CLASSIC GREY"
APPLY PER MANUFACTURER'S RECOMMENDATIONS.
EXECUTION
EXAMINATION
A. DO NOT BEGIN INSTALLATION UNTIL COLORS HAVE BEEN VERIFIED.
B. VERIFY FRAMING MEMBERS ARE READY TO RECEIVE PANEL SYSTEM.
C. IF PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY
ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING.
PREPARATION
A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.
B. PREPARE SURFACES USING METHODS RECOMMENDED BY THE
MANUFACTURER.
INSTALLATION
A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
B. BARRIER PROTECTION: DO NOT INSTALL OVER CEMENTITIOUS MATERIALS,
DISSIMILAR METALS OR PRESSURE TREATED MATERIAL WITHOUT
ADEQUATE BARRIER PROTECTION.
1. INSTALL BUILDING PAPER HORIZONTALLY ON WALLS TO RECEIVE
METAL SIDING.
2. WEATHER LAP EDGES 6 INCHES (150MM) AND ENDS MINIMUM 6 INCHES
(150MM).
3. STAGGER VERTICAL JOINTS F EACH LAYER.
4. SECURELY STAPLE, NAIL IN PLACE.
C. FASTEN SIDING TO STRUCTURAL SUPPORTS; ALIGNED, LEVEL, AND
PLUMB.
D. LOCATE JOINTS OVER SUPPORTS.
E. INSTALL EXPANSION CONTROL JOINTS WHERE NEEDED.
F. USE CONCEALED FASTENERS UNLESS OTHERWISE APPROVED BY
ARCHITECT.
G. INSTALL SOFFITS, AND ACCESSORIES IN ACCORDANCE WITH BEST
PRACTICE, WITH ALL JOINT MEMBERS PLUMB AND TRUE.
FIELD QUALITY CONTROL
A. AFTER INSTALLATION OF SOFFITS, CHECK ENTIRE SURFACE FOR
OBVIOUS FLAWS OR DEFECTS.
B. REPLACE AND REPAIR ANY PROBLEM AREAS, PAYING CLOSE ATTENTION
TO THE SUBSTRATE FOR CAUSES OF THE PROBLEM.
CLEANING
A. UPON COMPLETION OF SOFFIT APPLICATION, CLEAN ENTIRE AREA,
REMOVING ALL SCRAP METAL, PACKAGING AND UNUSED MATERIALS
RELATED TO THE INSTALLATION. CLEAN PANELS AS NECESSARY TO
REMOVE ALL FINGERPRINTS AND SOILED AREAS.
PROTECTION
A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT
TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE
SUBSTANTIAL COMPLETION.
E. INSULATING GLASS
1. PREASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS
SEPARATED BY A DEHYDRATED INTERSPACE, AND COMPLYING WITH ASTM E
774 FOR CLASS CBA UNITS AND WITH REQUIREMENTS SPECIFIED IN THIS
ARTICLE.
a. PROVIDE KIND HS (HEAT-STRENGTHENED) FLOAT GLASS IN PLACE OF
ANNEALED GLASS WHERE NEEDED TO RESIST THERMAL STRESSES
INDUCED BY DIFFERENTIAL SHADING OF INDIVIDUAL GLASS LITES
AND TO COMPLY WITH GLASS DESIGN REQUIREMENTS SPECIFIED IN
"PERFORMANCE REQUIREMENTS" ARTICLE. PROVIDE KIND FT (FULLY
TEMPERED) WHERE SAFETY GLASS IS INDICATED.
2. OVERALL UNIT THICKNESS AND THICKNESS OF EACH LITE: DIMENSIONS
INDICATED IN THE GLASS SCHEDULE ARE NOMINAL AND THE OVERALL
THICKNESSES OF UNITS MEASURED PERPENDICULARLY FROM OUTER
SURFACES OF GLASS LITES AT UNIT'S EDGE.
3. SEALING SYSTEM: DUAL SEAL, WITH PRIMARY AND SECONDARY SEALANTS
AS FOLLOWS:
a. RETAIN ONE SEALANT SYSTEM BELOW OR REVISE TO INSERT OTHER
COMBINATIONS; CORRELATE WITH PRODUCTS/MANUFACTURERS
SELECTED.
1) MANUFACTURER'S STANDARD SEALANTS.
4. SPACER SPECIFICATIONS: MANUFACTURER'S STANDARD SPACER MATERIAL
AND CONSTRUCTION COMPLYING WITH THE FOLLOWING REQUIREMENTS:
a. ALUMINUM WITH CLEAR ANODIZED ALUMINUM FINISH.
b. DESICCANT: MOLECULAR SIEVE OR SILICA GEL, OR BLEND OF BOTH.
c. CORNER CONSTRUCTION: MANUFACTURER'S STANDARD CORNER
CONSTRUCTION.
5. LOW E - SPUTTER-COATED FLOAT GLASS; ASTM C1376 APPLIED TO SURFACE
#2.
F. SPANDREL GLASS: REFER TO EXTERIOR MATERIALS AND FINISHES SCHEDULE ON
DRAWINGS.
G. MISCELLANEOUS GLAZING MATERIALS
1. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE COMPLYING
WITH REFERENCED GLAZING STANDARD, REQUIREMENTS OF
MANUFACTURERS OF GLASS AND OTHER GLAZING MATERIALS FOR
APPLICATION INDICATED, AND WITH A PROVEN RECORD OF COMPATIBILITY
WITH SURFACES CONTACTED IN INSTALLATION.
2. CLEANERS, PRIMERS, AND SEALERS: TYPES RECOMMENDED BY SEALANT
OR GASKET MANUFACTURER.
3. SETTING BLOCKS: ELASTOMERIC MATERIAL WITH A SHORE TYPE A
DUROMETER HARDNESS OF 85, +/- 5.
4. SPACERS: ELASTOMERIC BLOCKS OR CONTINUOUS EXTRUSIONS WITH A
SHORE TYPE A DUROMETER HARDNESS REQUIRED BY GLASS
MANUFACTURER TO MAINTAIN GLASS LITES IN PLACE FOR INSTALLATION
INDICATED.
5. EDGE BLOCKS: ELASTOMERIC MATERIAL OF HARDNESS NEEDED TO LIMIT
GLASS LATERAL MOVEMENT (SIDE WALKING).
H. FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS
1. FABRICATE GLASS AND OTHER GLAZING PRODUCTS IN SIZES REQUIRED TO
GLAZE OPENINGS INDICATED FOR PROJECT, WITH EDGE AND FACE
CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING WITH
WRITTEN INSTRUCTIONS OF PRODUCT MANUFACTURER AND REFERENCED
GLAZING STANDARD, TO COMPLY WITH SYSTEM PERFORMANCE
REQUIREMENTS.
2. GRIND SMOOTH AND POLISH EXPOSED GLASS EDGES.
I. EXAMINATION
1. EXAMINE FRAMING GLAZING, WITH INSTALLER PRESENT, FOR COMPLIANCE
WITH THE FOLLOWING:
a. MANUFACTURING AND INSTALLATION TOLERANCES, INCLUDING
THOSE FOR SIZE, SQUARENESS, AND OFFSETS AT CORNERS.
b. PRESENCE AND FUNCTIONING OF WEEP SYSTEM.
c. MINIMUM REQUIRED FACE OR EDGE CLEARANCES.
d. EFFECTIVE SEALING BETWEEN JOINTS OF GLASS-FRAMING
MEMBERS.
2. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS
HAVE BEEN CORRECTED.
KNOTWOOD (CONTINUED)
“
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
EDIN CORALIC, R.A., NCARB
2643 CAROUSEL DRIVE
ST. LOUIS, MO 63125
(314)578-4953
A.
A.
A.
B.
A.
B.
A.
A.
A.
B.
C.
A.
DIVISION 10 - SPECIALTIES
GENERAL SIGNAGE
A. FOR BUILDING, FREE-STANDING PYLON, AND GROUND AND DIRECTIONAL SIGNS:
1. NEW STORES: WHITE WENDY'S LETTERS ON RED BACKGROUND, POLES AND
HARDWARE PAINTED PPG "BRILLIANT RED."
2. REMODEL STORES: NEW SIGN FACE, BODY REPAINTED PPG "BRILLIANT
RED."
B. SIGNAGE INCLUDING MENU AND SPEAKER SIGNS SHALL BE FURNISHED BY OWNER
AND INSTALLED BY LICENSED SIGN ERECTOR. SEE APPROVED SIGN
MANUFACTURERS LIST.
C. BUILDING SIGNS:
1. COORDINATE BUILDING IDENTITY SIGNS WITH OWNERS REPRESENTATIVE.
2. SIGNS TO BE PROVIDED AND INSTALLED BY MANUFACTURER FROM
APPROVED SIGN MANUFACTURERS LIST.
D. MENU BOARDS (INTERIOR AND EXTERIOR): SEE LISTING OF APPROVED SIGN
MANUFACTURERS.
1. BUILDINGS REQUIRE:
a. ONE EXTERIOR BRONZE MENU BOARD WITH ORDER CONFIRMATION
SYSTEM WITHIN SPEAKER PEDESTAL.
ROOM IDENTIFICATION SIGN
A. SIGN IS DESIGNED WITH CONTRASTING COLORS, RAISED LETTERS, AND GRADE II
BRAILLE CONFORMING WITH THE AMERICANS WITH DISABILITIES ACT STANDARDS
FOR ACCESSIBLE DESIGN.
RESTROOM IDENTIFICATION SIGN
SIGN IS DESIGNED WITH CONTRASTING COLORS, RAISED LETTERS, AND GRADE II
BRAILLE CONFORMING WITH THE AMERICANS WITH DISABILITIES ACT STANDARDS
FOR ACCESSIBLE DESIGN. FURNISHED BY OWNER AND INSTALLED BY
CONTRACTOR. SIGN IS MOUNTED ON WALL (LATCH SIDE OF DOOR) PER THE
DRAWINGS.
PUBLIC RESTROOM ACCESSORIES
TOILET ROOM ACCESSORIES TO BE PROVIDED AND INSTALLED BY THE GENERAL
CONTRACTOR. SEE PROJECT DRAWINGS FOR ACCESSORY SPECIFICATION AND
LOCATIONS.
WALL DECOR
A. ARTWORK TO BE MOUNTED TO WALLS WITH CONCEALED SECURITY HARDWARE
SUPPLIED WITH DECOR. REFER TO "MISCELLANEOUS-FINISH SCHEDULE"
MISCELLANEOUS ITEMS: FURNISHINGS: VERIFY ALL MATERIALS AND FINISHES WITH
THE FINISH SCHEDULE AND OWNER'S REPRESENTATIVE.
HEIGHT WARNING DEVICE
HEIGHT WARNING DEVICES, IF USED ARE TO BE STEEL PIPE CONSTRUCTION WITH A
SELF RETURNING 6' MIN. LENGTH HORIZONTAL WARNING BAR MOUNTED AT A
HEIGHT AT OR BELOW THE HEIGHT OF ANY AWNINGS THEY ARE MEANT TO
PROTECT. WARNING DEVICE SHALL BE EQUIPPED WITH A SIGN INDICATING THE
SAFE VEHICLE HEIGHT.
WARNING DEVICES SHOULD BE INSTALLED WHEREVER DRIVE-THRU
AWNINGS ARE INSTALLED AND THERE IS NO OTHER MEANS OF WARNING THAT THE
VEHICLE IS IN DANGER OF CONTACTING THOSE AWNINGS. VERIFY EXACT LOCATION
OF WARNING DEVICES WITH OWNER PRIOR TO INSTALLATION.
FOR APPROVED WARNING DEVICE MANUFACTURERS: SEE APPROVED SUPPLIERS
LIST.
ORDER STATION CANOPY
THE CANOPY SUPPLIER IS RESPONSIBLE FOR THE DESIGN, CONSTRUCTION AND
MOUNTING DETAILS NECESSARY TO PROVIDE A SAFE AND STRUCTURALLY SOUND
INSTALLATION FOR THE GEOGRAPHICAL LOCATION IN WHICH THE CANOPY IS
INSTALLED. WIND LOADS SHOULD BE PER THE LOCAL BUILDING CODES. IF
REQUESTED BY THE LOCAL BUILDING AUTHORITY, THE CANOPY SUPPLIER SHALL
SHOW COMPLIANCE WITH THE BUILDING CODE BY SUPPLYING DETAILED DRAWINGS
SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE IN WHICH THE
CANOPY IS BEING INSTALLED.
THE CANOPY SUPPLIER WILL PROVIDE THERMOSTATICALLY CONTROLLED HEAT
TRACE SNOW MELTING UNITS ON THE ORDER STATION CANOPY IN ASHRAE ZONES
4 AND HIGHER. SNOW HEAT TRACE UNITS ARE OPTIONAL IN ZONE 3. THE
ARCHITECT OF RECORD AND ENGINEER OF RECORD ARE RESPONSIBLE FOR
DETERMINING IF THE HEAT TRACE IS WARRANTED.
KITCHEN EQUIPMENT
KITCHEN EQUIPMENT SERVICEMAN WILL SET UP EQUIPMENT WITH GENERAL
CONTRACTOR MAKING FINAL HOOK-UPS. (THIS WILL ALSO INCLUDE PURCHASED
KITCHEN EQUIPMENT ITEMS).
HOOD FIRE SUPPRESSION SYSTEM AND PORTABLE FIRE EXTINGUISHERS
HOOD FIRE SUPPRESSION SYSTEM SHALL BE AS PER SPECIFICATIONS AND
DRAWINGS MANUFACTURED BY PYRO-CHEM OR ANSUL (NO SUBSTITUTES).
SYSTEM SHALL BE FURNISHED AND INSTALLED BY HOOD MANUFACTURER UNLESS
OTHERWISE INSTRUCTED BY OWNER (VERIFY WITH OWNER BEFORE
CONSTRUCTION). PORTABLE EXTINGUISHERS SHALL BE FURNISHED BY GC
AND SHALL BE INSTALLED AS DIRECTED BY LOCAL FIRE CONTROL
AUTHORITY.
FIRE EXTINGUISHER CABINETS
FIRE EXTINGUISHER CABINET: CONSULT BUILDING MATERIAL CONSOLIDATOR
REFER TO DRAWINGS FOR INSTALLATION LOCATION.
BLOCKING: G.C. SHALL PROVIDE IN-WALL WOOD BLOCKING AS REQUIRED FOR
INSTALLATION OF CABINET
FINISH SPECIFICATIONS:
1. DOOR STYLE: FULL GLAZING (STYLE F)
2. DOOR GLAZING: CLEAR TEMPERED GLASS.
3. CABINET FINISH: STANDARD CLEAR ANODIZED ALUMINUM
WALK-IN FREEZER/COOLER/DRY STORAGE (PRE-FABRICATED)
A. PLACEMENT OF PRE-FABRICATED, WALK-IN FREEZER/COOLER/DRY STORAGE SHALL
BE PART OF THIS CONTRACT. UNIT WILL BE SUPPLIED BY OWNER AND WILL BE
SHIPPED DIRECT TO STORE LOCATION WITH ALL UNCRATING AND ERECTION
COORDINATED BY GENERAL CONTRACTOR AND WALK-IN MANUFACTURER. UNIT
WILL BE SHIPPED COMPLETE WITH HARDWARE AND INSTRUCTIONS.
B. FLOOR IN FREEZER IS PREFABRICATED. FLOORING IN COOLER AND DRY STORAGE
IS CERAMIC TILE WITH STAINLESS STEEL COVE BASE BY GENERAL CONTRACTOR.
INSTALLATION OF REFRIGERATION TO BE COORDINATED BY GENERAL CONTRACTOR
AND WALK-IN MANUFACTURER.
C. GENERAL CONTRACTOR SCOPE OF WORK. REFER TO DRAWINGS
1. ELECTRICAL CONNECTION OF WALK IN BOX LIGHTS AND CONDENSERS.
2. INSTALL CONDENSATE DRAIN LINE FROM WALK IN BOX TO DESIGNATED FLOOR
SINK.
3. SECURITY SYSTEM CONDUITS FOR SECURITY ALARM IN COOLER / FREEZER.
4. SUPPLY AND INSTALL COUNTER FLASHING FOR WALK IN BOX / BUILDING
INTERFACE
WALK-IN FREEZER/COOLER/DRY STORAGE (FIELD ERECTED)
A. INSTALLATION OF FIELD ERECTED WALK-IN FREEZER/COOLER/DRY STORAGE IS NOT
PART OF THIS CONTRACT. UNIT WILL BE SUPPLIED BY OWNER. WALK IN BOX
SUPPLIER INSTALLS PANELS, REFRIGERATION SYSTEM, AND MEMBRANE ROOF.
B. FLOOR IN FREEZER IS INSTALLED BY WALK IN BOX SUPPLIER. FLOORING IN COOLER
AND DRY STORAGE IS CERAMIC TILE BY GENERAL CONTRACTOR. I SEE EQUIPMENT
PLAN OF THE CONSTRUCTION DOCUMENTS.
C. GENERAL CONTRACTOR SCOPE OF WORK. REFER TO DRAWINGS.
1. PROVIDE AND INSTALL CONDUITS AND WIRING FOR LIGHTS
2. CONNECT ELECTRICAL FOR REFRIGERATION SYSTEM
3. INSTALL CONDUITS FOR SECURITY ALARM IN COOLER / FREEZER
4. INSTALL CONDENSATE DRAIN LINE SYSTEM INSIDE WALK IN BOX TO DESIGNATED
FLOOR SINK.
5. SUPPLY AND INSTALL COUNTER FLASHING FOR WALK IN BOX / BUILDING
INTERFACE
COMMUNICATION SYSTEM
TOTAL COMMUNICATION SYSTEM AS INDICATED ON DRAWINGS. SYSTEM SHALL BE
AS MANUFACTURED BY H.M.E. SYSTEM SHALL BE FURNISHED AND INSTALLED BY
OWNER. CONTRACTOR TO FURNISH CONDUIT, ELECTRICAL CONNECTION AND CO-
ORDINATE INSTALLATION.
C. APPROVED CANOPY MANUFACTURES: SEE APPROVED SUPPLIERS LISTS.
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
EDIN CORALIC, R.A., NCARB
2643 CAROUSEL DRIVE
ST. LOUIS, MO 63125
(314)578-4953
FUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
7629
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9/21/21
01 EXIST. SANITARY SEWER
02 EXIST. 16" WATER LINE
03 EXIST. FIRE HYDRANT
04 EXIST. WATER VALVE
05 EXIST. POWER POLE
06 EXIST. CURB & GUTTER, RETAIN & PROTECT
07 16" x 8" HOT TAP WITH 8" GATE VALVE
(SEE SHEET 4)
08 8" CLASS 50 DUCTILE IRON WATER LINE
(SEE SHEET 3.0)
09 20' - 8" CLASS 50 D.I. WATER LINE STUB
10 8" GATE VALVE
11 STD. FIRE HYDRANT RE: ISPWC SD-404
12 112" WATER SERVICE CONNECTION RE: CITY OF
REXBURG STD. DWG. 402
13 112" INTERIOR WATER METER RE: CITY OF
REXBURG STD. DWG. 402
14 112" HDPE WATER SERVICE LINE
15 112" HDPE LANDSCAPE WATER LINE
16 CITY APPROVED BACKFLOW PREVENTOR
17 4" x 8" SANITARY SEWER TEE
18 8" PVC SANITARY SEWER LINE
(SEE SHEET C3.0)
19 SANITARY SEWER MANHOLE
(SEE SHEET C3.0)
20 20' - 8" PVC SANITARY SEWER STUB @0.40%
21 4" PVC SDR35 SANITARY SEWER SERVICE LINE
22 1500 GALLON TRAFFIC RATED GREASE TRAP
23 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
24 RMP TRANSFORMER RE: ELECTRICAL SITE PLAN
25 UNDERGROUND ELECTRICAL CONDUIT
RE: ELECTRICAL SITE PLAN
26 GAS LINE - TRENCH BY SITE CONTRACTOR, GAS
LINE AND METER BY IMG.
27 DELIVERY ACCESS RAMP
28 ADA RAMP; RE: B2 / C4.0
29 4" YELLOW PAVEMENT MARKING
30 WHITE PAVEMENT MARKING WHERE SHOWN
31 ADA PARKING PAVEMENT MARKINGS WITH
RESERVED PARKING SIGN
32 4' WIDE TRUNCATED DOME PANEL
33 WHITE PAINTED CROSSWALK
34 4" WIDE YELLOW PARKING STRIPE
35 DUMPSTER ENCLOSURE RE: ARCHITECTURAL
PLANS (NO GATES)
36 PEDESTAL SIGN RE: ELECTRICAL SITE PLAN
37 SITE LIGHTING RE: ELECTRICAL SITE PLAN
38 PRE-SELL BOARD
39 ORDER STATION
40 2" CALIPER DECIDUOUS TREES @ 30' O.C.
(5 EACH) (SEE LANDSCAPING PLAN L1.00)
41 TURF SEEDING / SOD
(SEE LANDSCAPING PLAN L1.00)
42 LARGE SHRUB / SCREENING SHRUB
(SEE LANDSCAPING PLAN L1.00)
43 SMALL SHRUB (SEE LANDSCAPING PLAN L1.00)
44 4" GREASE LINE
45 4" WASTE LINE
46 8" THICK CONCRETE PAD
47 FUTURE BEEHIVE CREDIT UNION SERVICE LINES
48 SNOW STORAGE
49 SAFETY RAILING RE: 9/C5.3
50 STEEL BOLLARDS RE: 12/C5.3
51 PEDISTRIAN AREA AND BENCH
52 CITY STREET LIGHT (LOCATION TO BE
DETERMINED)
#
SITE/UTILITY PLAN
C1.0
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0405
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40 41
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SITE INFORMATION
SNOW STORAGE
SURFACE AREA - 14,350 SQ. FT.
STORAGE AREA REQUIRED - 1,435 SQ. FT.
STORAGE AREA PROVIDED - 2,492 SQ. FT.
SNOW STORAGE FOR PRIVATE ROAD WILL BE
ALONG THE EAST AND SOUTH SIDE
RESPECTIVELY
LANDSCAPE
LOT AREA - 29,666 SQ. FT.
LANDSCAPE REQUIRED - 2,967 SQ. FT. (10%)
LANDSCAPE PROVIDED - 5,020 SQ. FT.
48 48
48
48
48
48
49
50
50
51
16
52
FUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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STORMWATER NOTE
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
EAST SIDE
C (weighted) = 0.83
INTENSITY (i) = 0.9 in/hr
AREA (A) West = 0.49 acres
Q = CiA = 0.37 cfs
T (Storm Duration) = 1 hr = 3600 seconds
V = CiAT = 1,318 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,318 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,525 cu. ft.
WEST SIDE
C (weighted) = 0.83
INTENSITY (i) = 0.9 in/hr
AREA (A) East = 0.40 acres
Q = CiA = 0.30 cfs
T (Storm Duration) = 1 hr = 3600 seconds
V = CiAT = 1,076 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,076 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,346 cu. ft.
01 A.C. PAVEMENT SECTION RE: C3 / C4.0
02 CURB TYPE INLET BOX RE: A2 / C4.0
03 AREA TYPE INLET BOX RE: A3 / C4.0
04 12" HDPE STORM DRAIN
05 6" PVC ROOF DRAIN
06 STORM SEWER MANHOLE RE: ISPWC SD-501
07 STORMTECH MC-3500 CHAMBERS
(7 UNITS WEST SIDE, 8 UNITS EAST SIDE)
08 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
09 6" x 12" INSERTA-TEE
10 CONCRETE DRIVEWAY APRON RE: B3 / C4.0
11 PRIVATE CONCRETE SIDEWALK RE: B4 / C4.0
12 CITY OF REXBURG CONCRETE SIDEWALK
RE: REXBURG STANDARD DRAWING SHT. 3
13 NORTH - SOUTH PRIVATE ROAD RE: C1 / C4.0
14 EAST - WEST PRIVATE ROAD RE: C2 / C4.0
15 COMMERCIAL DRIVEWAY RE: REXBURG
STANDARD DRAWING SHT. 7
16 DEPRESS CURB AT ADA RAMP
17 DITCH WATER DIVERSION BERM RE: C1 / C4.0
18 FUTURE CITY OF REXBURG SIDEWALK
#
GRADING/DRAINAGE PLAN
01
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ROLLED CURB AND GUTTER RE: A1 / C4
FLAT CURB AND GUTTER RE: A1 / C4
CATCH CURB AND GUTTER RE: A1 / C4
18
11
11
11
11
4860
4870
4880
4860
4870
4880
4850 4850
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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PRIVATE DRIVE PROFILE
01 STANDARD MANHOLE TYPE A RE: ISPWC SD 501
02 8" PVC SDR35 SANITARY SEWER MAIN LINE
03 CONNECT EXISTING SEWER LINE TO NEW
MANHOLE
04 8" CLASS 50 DUCTILE IRON WATER LINE
(6' MIN. BURY)
05 GATE VALVE (SEE SHT. C1.0 FOR OTHER
LOCATIONS)
06 16" x 8" HOT TAP WITH 8" GATE VALVE
07 CAP WITH THRUST BLOCK
#
01 0101
01
02
03
04
05
06
07
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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A2 CURB TYPE INLET BOX
PRIVATE DRIVE SECTION (NORTH-SOUTH)
AREA TYPE INLET BOXA3
C1
TYPICAL CURB SECTIONSA1
ROLLED CURB & GUTTER SECTION
NOTES:
FLAT CURB & GUTTER SECTION
DETECTABLE WARNING PAVERS
6" MIN.
3'
-
0
"
5'
-
0
"
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666"66"MMMMMIMINNINNNNN66666"6666666666 MMMMMMMMMMMMMMMMIINNNNNNNNNMMIINNNNNNN...NNNNNNNNMMMIIINNNNNNNN..MMMMMMMMIIIIN""""""""""MMMMMMMMMMMM6666666MM6666666666666666666666 NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN.........MMMMMMMMMMMMMMMMMMMIIMMIIMIIIIIIIINNNIIINNNNNNNNNNNN""""""""MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM666666666666666666666666 66666666
6"
M
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SIDEWALK DETAILB4B2ADA RAMP DETAIL
PROJECT PAVEMENT SECTIONC3
STANDARD BACK FILL TRENCH & RESURFACINGB1
12"MIN
EACH
SIDEPI
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CONCRETE DRIVEWAY APRONB3
SURFACE REPAIR WIDTH
(1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES:
1. TRENCH EXCAVATION PER SECTION 301
2. BACKFILL AND COMPACTION CLASS A-1
SITE DETAILS
PRIVATE DRIVE SECTION (EAST-WEST)C2
CATCH CURB & GUTTER SECTION
TRASH ENCLOSURE ELEVATIONS
SCALE: 3/8"=1'-0"
TRASH ENCLOSURE PLAN
SCALE: 3/8"=1'-0"
WALL SECTION-ALT. SPLIT FACE CMU
SCALE: 3/4"=1'-0"
DROP PIN DETAIL
SCALE: 3/4"=1'-0"
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
MO
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MASONRY TRASH
ENCLOSURE DETAILS
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
MO
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DRIVE-THRU ORDER
STATION DETAILS
2 CANOPY FOOTING SECTION
5 MENU BOARD FOOTING
CLEARANCE 9'-0"
4 ORDER STATION CANOPY FOOTING1ORDER STATION PLAN VIEW 3 ORDER STATION CANOPY
6 CANOPY PROTECTION BAR
7 PRE-SELL BOARD FOOTING
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
MO
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MISCELLANEOUS
SITE DETAILS
SUMMER RELEASE 20208/31/20R3
SPRING RELEASE 20194/22/19R1
1 FROSTY BIKE RACK DETAIL 5 FLAG POLE DETAIL
10
VAN ACCESSIBLEBARRIER FREE PARKING SIGN
6 STOP SIGN DETAIL
11 PERFORATED UNDERDRAIN DETAIL
2 PAVEMENT MARKING DETAIL
7 STANDARD BARRIER FREE PARKING SPACE DETAIL
4 BIKE RACK DETAIL
3 PAVEMENT MARKING DETAIL
9 SAFETY RAILING DETAIL
8 PATIO RAILING DETAIL
12 BOLLARD DETAIL
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
MO
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CIVIL SPECIFICATIONS
”
PART 1 - GENERAL
PART 2 - EARTHWORK
PART 3 - UTILITIES
PART 4 - PAVING PART 5 - LANDSCAPING MATERIALS
PART 7 - SOIL EROSION AND SEDIMENTATION
PART 6 - ELECTRICAL
FUTURE BEE HIVE CREDIT UNION
4
CV
5
RA
3
EA
5
CV
3
HS
7
EA
6
PV
5
EA
6
PV
5
EA
3
JS
4
RA
6
HS
3
WF
4
EA
9
RA
3
JS
5
SR
5
EA
5
CV
5
CV
3
EA6
PV
10
BU
4
PV
6
BU
5
CV
5
MA
5
PV
LANDSCAPE LEGEND
QUANTITY
PLANT IDENTIFICATION KEY
PLANTS TO BE INSTALLED
CUT EDGE AS DETAILED
PROPERTY LINE (VERIFY)
2
QC
MAINTAINED LAWN AREAS
TURF SOD AND TOPSOIL AS
SPECIFIED
1" MINUS BLACK AND TAN
PERMABARK MULCH AT 3"
DEPTH OVER TOPSOIL AS
SPECIFIED
PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES
DECIDUOUS SHADE TREES
5 MA Malus "Spring Snow" Springsnow Flowering Crabapple 2" CAL. B&B Class I - 15' H x 15' W
SHRUBS/PERENNIALS/ORNAMENTAL GRASSES
16 BU Buxus x 'Glencoe'Chicagoland Green® Boxwood 1 gal. 2' H x 2' W; pruned to hedge in future
24 CV
Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 1 gal.2' H x 2' W
37 EA Euonymus alatus 'Compactus' Compact Burning Bush 5 gal.5' H x 5' W
9 HS Helictotrichon sempervirens Blue Oat Grass 1 gal.3' H x 3' W
6JSJuniperus sabina 'Broadmoor' Broadmoor Juniper 2 fgal.2.5' H x 6' W
27 PV
Panicum virgatum 'Heavy Metal'Heavy Metal Switch Grass 2 gal.5' H x 2' W
18 RA Rhus aromatica "Gro-Low" Gro-Low Sumac
2 gal.2' H x 6' W
5 SR Saccharum ravennae Ravenna Grass
5 gal.12' H x 6' W
3 WF Weigela florida 'Red Prince'Red Prince Weigela 5 gal.6' H x 6' W
LA-238
S T A T E O F IDA
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LANDSCA P E ARCHITEC
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L1.00
WENDY'S
MOODY RD. & N 2ND E
REXBURG, ID 83440
City Review
21077
BSS RE
08/18/2021
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LANDSCAPE PLAN
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PROJECT
DATE
SHEET
REVISION/ISSUENO. DATE
CALL 2 BUSINESS DAYSIN ADVANCE BEFOREYOU DIG, GRADE, OREXCAVATE FOR THEMARKING OFUNDERGROUNDMEMBER UTILITIES
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reandpartners.com + 208-514-3300 + 1450 W. Bannock Street, Boise, Idaho 83702
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SCALE:
0
1"= 20'-0"
20 40 6020
LANDSCAPE PLAN
LANDSCAPE NOTES:
1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT
THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.
2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN
APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED
PLANT MATERIALS CAN NOT BE OBTAINED.
3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.
4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION
START-UP.
5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS.
6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE
SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES
AND CALL OUT SYMBOL NUMBERS.
8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" MINUS BLACK AND TAN
PERMA-BARK ROCK MULCH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC. SUBMIT SAMPLE FOR
APPROVAL.
9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF
ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION
IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE
DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN.
11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000
SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.
12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S
RECOMMENDATIONS.
13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM
12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE
3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD
AREAS, AND 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN
QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM.
PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS.
TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS
WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF
ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER:
A) PROVIDE APPROVED IMPORTED TOPSOIL, OR
B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL
LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND
FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR
TOXIC MATTER HARMFUL TO PLANT GROWTH.
A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO
THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES
WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES.
B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL
TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING
AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE
BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.
ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE
OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR
FACILITIES.
18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE
CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES
COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE
IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS, 6 -12 INCHES
IN UN-MAINTAINED LAWNS AREAS.
4. PLANTER BEDS ARE TO HAVE IN-LINE EMITTER DRIP TUBING IRRIGATION LAID OUT IN A LATERAL PATTERN PER
MANUFACTURER'S RECOMMENDATIONS.
5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER
REQUIREMENTS ARE AS FOLLOWS:
a. PRECISE INDIVIDUAL STATION TIMING
b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE
DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
f. WIFI ENABLED CONTROLLER IF POSSIBLE WITH BUILDING SERVICES AVAILABLE.
6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO
RESPECTIVE HYDRO-ZONES.
7. THE POP-UP OR ROTOE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD
COVERAGE WITH TRIANGULAR SPACING.
8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS,
SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS).
9. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. APPROVE Q.C.V.
LOCATIONS WITH LANDSCAPE ARCHITECT.
IRRIGATION NOTES:
1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON
THEM PRIOR TO PLANTING OR HYDROSEEDING.
2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH “ROUND-UP” (CONTACT HERBICIDE) OR APPROVED
EQUAL.
3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE.
4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS.
AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS.
5. APPLY SECOND APPLICATION OF “ROUND-UP” TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE
WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)
DAYS. REMOVE WEEDS FROM THE SITE.
6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE
DIRECTED TO PERFORM A THIRD APPLICATION.
7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE.
WEED ABATEMENT NOTES:
PROJECT INFORMATION
LANDSCAPE REQUIREMENTS
1. DUMPSTER ENCLOSURE
2. VISION TRIANGLE
3. EXISTING POWER POLE
4. SITE LIGHTING - SEE SITE ELECTRICAL PLANS
5. 1-1/2" HDPE LANDSCAPE WATER LINE
6. PEDESTAL SIGN LOCATION - SAVE AND PROTECT
7. LANDSCAPE BY ADJACENT OWNER
8. SNOW STORAGE
CALLOUT NOTES #CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
CITY OF REXBURG CODE:
TOTAL SITE AREA: 29,666 S.F.
TOTAL LANDSCAPE AREA: 5,020 S.F. (17% OF SITE)
CBC ZONE REQUIRES 10% MINUMUM SITE LANDSCAPE
STREET LANDSCAPE BUFFER REQUIREMENTS:
a. SCREENING REQUIREMENTS.
THE BUFFER SHALL CONSIST OF A MINIMUM FIVE (5') FEET
WIDE LANDSCAPED STRIP TO BE PLANTED WITH GROUND
COVER, ONE (1) TWO (2”) INCH DECIDUOUS TREE AND FIVE (5)
FIVE-GALLON SHRUBS PER THIRTY (30') LINEAL FEET.
LANDSCAPING MUST BE MAINTAINED AS IN ITS ORIGINAL
DESIGN AND PURPOSE.
i. PARKING AREAS.
AN EFFECTIVE BUFFER SHALL BE PROVIDED BETWEEN
PARKING AREAS FOR FIVE (5) OR MORE VEHICLES AND
EXISTING RESIDENTIAL USES, SCHOOLS, HOSPITALS,
NURSING HOMES AND OTHER INSTITUTIONS FOR LONG-
TERM HUMAN CARE. COMMERCIAL PARKING LOTS SHALL BE
SEPARATED FROM THE CITY RIGHT-OF-WAY WITH A MINIMUM
TEN (10') FEET WIDE BUFFER. A SIX (6') FEET VINYL OR
MASONRY FENCE MAY BE SUBSTITUTED FOR THE
LANDSCAPE BUFFER, BUT NOT IN THE FRONT YARD OR
FRONT YARD SETBACKS, SEE PARAGRAPH B. BELOW.
LANDSCAPING MUST BE MAINTAINED AS IN ITS ORIGINAL
DESIGN AND PURPOSE.
NORTH BOUNDARY STREET BUFFER:
162 LIN. FT. (MOODY HIGHWAY)
TREES REQUIRED- 5
TREES PROVIDED- 5
SHRUBS REQUIRED - 27
SHRUBS PROVIDED - XX
WIDTH OF BUFFERS REQUIRED: 5'-0" MINIMUM
WIDTH OF BUFFERS PROVIDED: 10'-0"
EAST BOUNDARY STREET BUFFER:
154 LIN. FT. (PRIVATE DR.)
TREES REQUIRED - NOT CITY RIGHT OF WAY
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED:0'
WIDTH OF BUFFERS PROVIDED: VARIES 7'-8'
SOUTH BOUNDARY BUFFER:
151 LIN. FT. (UNDEVELOPED-SAME CBC ZONING)
TREES REQUIRED- 0
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED: 0'
WIDTH OF BUFFERS PROVIDED: VARIES 8'-20'
WEST BOUNDARY BUFFER:
182 LIN. FT. (UNDEVELOPED-FUTURE-SAME CBC ZONING)
TREES REQUIRED- 0
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED: 0'
WIDTH OF BUFFERS PROVIDED: 5' MINIMUM
REQUIRED PLANT MATERIAL SIZES
DECIDUOUS TREES - 2" CAL. MIN. - PROVIDED 2" CAL.
EVERGREEN TREES - 7' HT. MIN. - PROVIDED 7'-8' HT.
SHRUBS - 5 GAL, MIN. - PROVIDED 5 GAL.
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1. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED.
2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES
LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER
AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE.
4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD.
5. UNCHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY
EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FOLLOWS:
A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL.
B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL AMENDMENTS AND
FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6
INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE.
6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING.
A. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER
EXTRANEOUS MATTER.
B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S
PROPERTY.
7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE,
UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND
RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS
THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.
8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO
DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL.
9. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITECT'S ACCEPTANCE OF FINISH GRADING; RESTORE PLANTING
AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING.
TURF AREA PREPARATION NOTES:
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WENDY'S
MOODY RD. & N 2ND E
REXBURG, ID 83440
City Review
21077
BSS RE
08/18/2021
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CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
DECIDUOUS TREE PLANTING3 NOT TO SCALE
SOIL LINE
ROOT FLARE TO BE AT SOIL LINE
NOTES:
1. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
2 3 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
MATERIAL.
5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT
#24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS
SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS.
REMOVE DEAD/DAMAGED BRANCHES AND
PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN
LEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND.
REMOVE TREE WRAP TRUNK PROTECTION,
AFTER INSTALLATION
CONSTRUCT 2" EARTH BERM AT EDGE OF
ROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.
FINISH GRADE
PREVAILING WIND DIRECTION
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
SIDES OF HOLE ROUGH & UNEVEN
BACKFILL WITH APPROVED TOPSOIL AND
SOIL AMENDMENTS AS SPECIFIED.
BACKFILL IN 6" LIFTS, WATER EACH LAYER,
TAMP LIGHTLY AS REQUIRED, BACKFILL
SOIL EVEN W/ TOP OF ROOTBALL,
DO NOT OVER COMPACT!!
SET ROOTBALL ON NATIVE, UNDISTURBED
SOIL
SHRUB PLANTING4 NOT TO SCALE
1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY.
2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS.
3. THIN BRANCHES AND FOLIAGE BY
13.
4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE.
5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS.
NOTES:
REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER
MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
ROOT GROWTH
CONSTRUCT 2" EARTH BERM TO FORM A WATER
RETENTION BASIN, FILL BERM WITH MULCH, AS
SPECIFIED
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO
NOT COVER CROWNS OF PLANTS
PROVIDE COMMERCIAL FERTILIZER TABLETS AND
BIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB
BACKFILL WITH APPROVED TOPSOIL AND SOIL
AMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS,
WATER EACH LAYER, DO NOT TAMP OR OVER
COMPACT.
CONSTRUCT 6" MOUND OF TOPSOIL
GROUNDCOVER PLANTING2 NOT TO SCALE
SECTION
PLAN VIEW
1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN.
2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
NOTES:
FINISH GRADE PER PLANS
GROUNDCOVER PLANTING PER PLANTING PLAN
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED.
DO NOT COVER CROWNS OF PLANTS
TILL SOIL TO A DEPTH OF 12", BACKFILL WITH
APPROVED TOPSOIL AND SOIL AMENDMENTS, AS
SPECIFIED.
SUBGRADE
A = LENGTH, AS SPECIFIED
OR PER PLANT SCHEDULE
B = 85% OF 'A'
PLANTER BED CUT EDGE
(TYPICAL AT TREES IN TURF AREAS)1 NOT TO SCALE
APPROVED TOPSOIL AND SOIL
AMENDMENTS AS SPECIFIED
3" DEPTH OF MULCH AT PLANTER
BEDS
FINISH GRADE,
PER PLANS
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