JJYelm,WA050225UNCONCENTRATED AREA:
376 S.F. / 15
STANDING AREA:
13 S.F. / 7
STORAGE AREAS:
529 S.F. / 500
KITCHEN AREAS:
668 S.F. / 100
RESTROOM AND CIRCULATION
AREA:
TOTAL OCCUPANCY
26
2
2
7
1
38
FE
FE
FE
XXX
XXXXXX
X-X
X
XX
X
A-3
X
X
X
X-X
XX-X
X
XX
ROOM NAME (TOP) AND ROOM
NUMBER (BOTTOM)
INTERIOR / EXTERIOR ELEVATION
ELEVATION NO. (TOP), SHEET NO. (BOTTOM)
DETAIL REFERENCE - DETAIL NO. (TOP),
SHEET NO. (BOTTOM)
SECTION - SECTION NO. (TOP),
SHEET NO. (BOTTOM)
KEYED NOTE - SEE KEYED NOTES
DOOR NUMBER
WALL TYPE & DECOR
DETAIL NO. (TOP), SHEET NO. (BOTTOM)
FLOOR FINISHES
CEILING FINISHES
EQUIPMENT REFERENCE - SEE
EQUIPMENT COORDINATION
SCHEDULE SHEET A-4
ARCHITECTURAL
JI
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J
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25-892-812
03-25-25
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
PROJECT TEAM
ABBREVIATIONS:
AC.
A.D.A.
ANSI.
ADD.
A-BOLT
A.B.C.
A/C
ADD'N
A.F.C.
A.F.F.
A.F.G.
AGG.
ALT.
ALUM.
AMP.
ARCH.
ASP.
AVG.
BD.
BLDG.
BLKG.
BM.
B.M.
B.O.
BOT.
CAB'T.
C.B.
CEM.
CER.
C.F.
C.F.M.
C.I.P.
CG.
CHAN.
C.J.
C.L.
CLG.
CLR.
CM.
C.M.U.
C.O.
COL.
CONC.
CONN.
CONST.
CONT.
CONTR.
COR'G.
C.T.
CTR.
CTSK.
C.V.
C.W.
C.W.P.
Ø
DB.
DBL.
D.C.
°
DET.
DIAG.
DIM.
DISP.
DL.
DN.
D.P.
D.S.
DWG.
DWL.
E.C.
E.D.F.
E.F.
E.I.F.S.
E.J.
EL.
ELEV.
EMP.
ENG.
EQ.
EQUIP.
EXH.
EXIST.
EXP.
EXT.
F.A.
F.A.C.P.
F.C.O.
FT.
FIN.
FIXT.
FL.
FLR.
F.D.
F.F.
FLUOR.
FTG.
FND.
ACOUSTIC
AMERICANS with DISABILITIES ACT
AMERICAN NATIONAL STANDARDS
INSTITUTE
ADDENDUM
ANCHOR BOLT
AGGREGATE BASE COURSE
AIR CONDITIONING
ADDITION
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AGGREGATE
ALTERNATE
ALUMINUM
AMPER, AMPS
ARCHITECT
ASPHALT
AVERAGE
BOARD
BUILDING
BLOCKING
BEAM
BENCHMARK
BOTTOM OF
BOTTOM
CABINET
CATCH BASIN
CEMENT
CERAMIC
CUBIC FEET
CUBIC FEET PER MINUTE
CAST IN PLACE
CORNERGUARD
CHANNEL
CONTROL JOINT
CONSTRUCTION JOINT
CENTER LINE
CEILING
CLEAR
CENTIMETER
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CORRUGATED
CERAMIC TILE
COUNTER
COUNTERSUNK
CHECK VALVE
COLD WATER
COLD WATER PIPE
DIAMETER
DECIBEL
DOUBLE
DIRECT CURRENT
DEGREE
DETAIL
DIAGONAL
DIMENSION
DISPENSER
DEADLOAD
DOWN
DAMP PROOFING
DOWNSPOUT
DRAWING
DOWEL
ELECTRICAL CONTRACTOR
ELECTRIC DRINKING
FOUNTAIN
EXHAUST FAN
EXTERIOR INSULATING
FINISHING SYSTEM
EXPANSION JOINT
ELECTRIC
ELEVATION
EMPLOYEE
ENGINEER
EQUAL
EQUIPMENT
EXHAUST
EXISTING
EXPANSION
EXTERIOR
FIRE ALARM
FIRE ALARM CONTROL PANEL
FLOOR CLEANOUT
FEET
FINISH
FIXTURE
FLASHING
FLOOR
FIRE DAMPER, FLOOR DRAIN
FINISHED FLOOR
FLUORESCENT
FOOTING
FOUNDATION
FR.
F.R.P.
F.H.C.
GA.
GALV.
G.C.
GD.
G.I.
GL.
GND.
GRL.
GYP.
H.B.
H.D.A.S.
HDN.
HDW.
HDWD.
H.M.
HORIZ.
H.P.
H.R.
HTR.
HT.
H.V.A.C.
H.W.
I.D.
IN.
INSUL.
INT.
INV.
JAN.
J-BOX
JT.
JST.
k
K.P.
kV
kVA
kW
kWH
LAM.
LAV.
lb.
LDG.
L.F.
LG.
L.L.
L.L.H.
L.L.V.
LOC.
LONG.
LT.
LTH.
LVR.
L.W.C.
M.
MAT'L.
MAX.
M.C.J.
MECH.
MFR.
M.H.
MIN.
M.L.
MLDG.
M.O.
M.R.
M.SW.
MTD.
MTL.
MULL.
N/A
N.G.
N.I.C.
N.L.
NOM.
N.T.S.
No.
O.A.
OBS.
O.C.
O.D.
O.F.S.
O.F.D.
OSHA
OPNG.
FRAME
FIBERGLASS REINF. PANEL
FIRE HOSE CAB.
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GRADE
GALVANIZED IRON
GLASS
GROUND
GRILLE
GYPSUM
HOSE BIB
HEADED ANCHOR STUDS
HARDENER
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HIGH POINT
HANDRAIL
HEATER
HEIGHT
HEATING, VENTILATING, AND
AIR CONDITIONING
HOT WATER
INSIDE DIAMETER
INCH
INSULATION
INTERIOR
INVERT
JANITOR
JUNCTION BOX
JOINT
JOIST
KIPS (1000 lbs.)
KICK PLATE
KILOVOLT
KILOVOLT-AMPS
KILOWATT
KILOWATT-HOUR
LAMINATED
LAVATORY
POUNDS
LANDING
LINEAR FEET
LENGTH
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LONGITUDINAL
LIGHT
LATH
LOUVER
LIGHT WEIGHT CONCRETE
METER
MATERIAL
MAXIMUM
MASONRY CONTROL JOINT
MECHANICAL
MANUFACTURER
MAN HOLE, METAL HALIDE
MINIMUM
METAL LATH
MOULDING
MASONRY OPENING
MOISTURE RESISTANT
MAIN SWITCHBOARD
MOUNTED
METAL
MULLION
NOT APPLICABLE
NATURAL GRADE
NOT IN CONTRACT
NIGHT LIGHT
NOMINAL
NOT TO SCALE
NUMBER
OVERALL
OBSERVE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW SCUPPER
OVERFLOW DRAIN
OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION
OPENING
d
PERP.
Ø
P.C.
PG.
P.I.V.
P.L.
PL.
PLBG.
PLYWD.
PNL.
P.R.
P.S.I.
P.S.F.
PTD.
PTN.
PT.
P.V.C.
QTY.
r.
R.A.
R.C.P.
RD.
R.D.
REG.
REINF.
REQ'D.
REV.
RFG.
RGH.
RM.
R.T.U.
S.C.
S.C.J.
SCR.
SECT.
SEL.
S.F.
SHT.
SDG.
SIM.
SLDG.
SM.
S.O.V.
SPEC.
SPL.
SQ.
S.S.
S.T.C.
STD.
STL.
STRUC.
SUSP.
SW.BD.
SYM.
T.C.
T.G.
THRU
T.O.
T.S.D.
TSTAT.
TYP.
U.L.
U.N.O.
U.P.S.
V.
VA.
VERT.
V.G.
VEST.
V.C.T.
V.C.P.
V.T.R.
W.B.
W.C.
W.C.O.
WD.
WDW.
W.F.
W.H.
W/
W/O
W.O.
W.P.
W.W.
W.W.F.
W.W.M.
W.L.
XFMR.
PENNY
PERPENDICULAR
PHASE
PRECAST
PAGE
POST INDICATOR VALVE
PROPERTY LINE
PLATE
PLUMBING
PLYWOOD
PANEL
PAIR
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PAINTED
PARTITION
POINT
POLY VINYL CHLORIDE
QUANTITY
RADIUS
RETURN AIR
REFLECTED CEILING PLAN
ROUND
ROOF DRAIN
REGISTER
REINFORCED, REINFORCING
REQUIRED
REVISION
ROOFING
ROUGH
ROOM
ROOF TOP UNIT
SITE CONTRACTOR
STUCCO CONTROL JOINT
SCREW
SECTION
SELECT
SQUARE FEET
SHEET
SIDING
SIMILAR
SLIDING
SMOOTH
SHUT OFF VALVE
SPECIFICATION
SPLASH
SQUARE
STAINLESS STEEL
SOUND TRANSMISSION CLASS
STANDARD
STEEL
STRUCTURE
SUSPENDED
SWITCHBOARD
SYMETRICAL
TOP OF CURB
TEMPERED GLASS
THROUGH
TOP OF
TOP OF STEEL DECK
THERMOSTAT
TYPICAL
UNDERWRITERS LABORATORIES
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER
SUPPLY
VENT
VOLT-AMPERE
VERTICAL
VERTICAL GRAIN
VESTIBULE
VINYL COMP. TILE
VITREOUS CLAY PIPE
VENT THROUGH ROOF
WATER BASE
WATER CLOSET
WALL CLEANOUT
WOOD
WINDOW
WIDE FLANGE
WATER HATER
WITH
WITHOUT
WALL OPENING
WEATHER PROOF
WINDOW WALL
WELDED WIRE FABRIC
WELDED WIRE MESH
WIND LOAD
TRANSFORMER
VICINITY MAP:
CORPORATE:
JIMMY JOHN'S
2202 FOX DRIVE
CHAMPAIGN, ILLINOIS 61820
PHONE
FAX
EMAIL
CONTACT
217.356.9900
217.359.2956
construction@jimmyjohns.com
-
FRANCHISEE:
SHEET INDEX:
MECHANICAL:
PRECISION ENGINEERING GROUP, LLC
5800 E. SKELLY DRIVE, SUITE 1100
TULSA, OK 74135
PHONE
FAX
EMAIL
CONTACT
918.749.3000
918.749.3003
-
-
ELECTRICAL:
PRECISION ENGINEERING GROUP, LLC
5800 E. SKELLY DRIVE, SUITE 1100
TULSA, OK 74135
PHONE
FAX
EMAIL
CONTACT
918.749.3000
918.749.3003
-
-
PROJECT INFORMATION:
CONTRACTOR:
- TBD
-
-
PHONE
FAX
EMAIL
CONTACT
-
-
-
-
ARCHITECT:
BAYUS DESIGN WORKS
1901 COMMONWEALTH COURT, SUITE A
LOUISVILLE, KY 40299
PHONE
FAX
EMAIL
CONTACT
502.426.8020
502.426.0527
sean@bayusdesign.com
Sean McDonnell
SYMBOL LEGEND:
PROJECT ADDRESS
PROJECT DESCRIPTION INTERIOR FIT-UP ( SPRINKLED)
OCCUPANCY TYPE
OCCUPANT LOAD 38
OCCUPANCY CALCULATIONSOCCUPANCY LOAD PLAN
EXITS
CONSTRUCTION TYPE V-B (SHELL)
REQUIRED: 1 / PROVIDED: 1
DESIGN CODES
TENANT LEASABLE SQ. FOOTAGE 1,844 SQ. FT.
TENANT USABLE SQ. FOOTAGE 1,726 SQ. FT.
B
BUILDING / STRUCTURAL
PLUMBING
ELECTRICAL
MECHANICAL
FIRE/LIFE SAFETY
FUEL/GAS
ENERGY
ACCESSIBILITY
1010 EAST YELM AVE. SUITE H
YELM, WA 98957
T-1
TITLE SHEET
TENANT IMPROVEMENT /
YELM, WA 98957
03-25-25
TITLE SHEET
SPECIFICATIONS
FLOOR PLAN AND DETAILS
FRAMING PLAN AND DETAILS
REFLECTED CEILING PLAN AND DETAILS
FLOOR FINISH PLAN AND SCHEDULE
EQUIPMENT PLAN AND EQUIPMENT SCHEDULE
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
CABINET DETAILS
T-1
SP-1
A-1
A-1.1
A-2
A-3
A-4
A-6
A-7
A-8
A-9
A-10
A-5
MECHANICAL
MECHANICAL PLAN
MECHANICAL NOTES AND SCHEDULE
PLUMBING
PLUMBING PLANS
PLUMBING DETAILS AND SCHEDULES
PLUMBING ISONOMETRICS
MECH, ELEC, PLUMB GENERAL NOTES
ELECTRICAL
ELECTRICAL POWER PLAN
ELECTRICAL LIGHTING PLAN
ELECTRICAL PANELS SCHEDULES
COMMUNICATIONS / DATA
COMMUNICATIONS / DATA PLAN
M-1
M-2
P-1.1
P-2
P-3
MEP-1
E-1
E-2
E-3
COM-1
HEAT LOAD CALCULATIONSM-3
MECH, ELEC, PLUMB SPECIFICATIONSMEP-2
(NOT USED)
ENERGY CALCULATIONS
ENERGY CALCULATIONSEC-1
RESTROOM PLAN AND ELEVATIONS
217.493.9499
-
adam@evergreensubs.com
Adam Teske
ADAM TESKE
1010 E. YELM AVE.
YELM, WA 98597
PHONE
FAX
EMAIL
CONTACT
ENERGY CALCULATIONSEC-2
ALT. WALK-IN SPECIFICATIONSMEP-3
GAS PLUMBING PLANSP-1.2
2021 INTERNATIONAL BUILDING CODE
2021 UNIFORM PLUMBING CODE
2021 NATIONAL ELECTRICAL CODE
2021 MECHANICAL CODE
2021 INTERNATIONAL FIRE CODE
2021 FUEL GAS CODE
2021 WASHINGTON ENERGY CODE
ACCESSIBILITY CODE, (2009 A117.1)
EXTERIOR ELEVATIONS
DRIVE THRU DETAILSA-11
DRIVE THRU PLANA-12
JI
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25-892-812
03-25-25
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
SP-1
SPECIFICATIONS
S P E C I F I C A T I O N S
JJ PROTOTYPE 11.04.19
PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF
INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED.
INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE
26.
OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS,
STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION
25.
ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS.
COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT
24.
THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED.
THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL AND STYLE FOR THE SAME USE
IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT
23.
22.
UNAUTHORIZED PERSONNEL UNTIL ACCEPTANCE BY OWNER.
PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY
PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S
21.
CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR
OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE
CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COST TO THE
GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE
AT THE OWNER'S COST. IF THE REQUESTED TEST SHOW NON-CONFORMANCE TO
THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY
20.
REPLACE DAMAGED SURFACE AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY
19.
ACCESSORIES, EQUIPMENT AND FIXTURES INSTALL REQUIRED BLOCKING AT NO
18.
ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF
THE HIGHEST QUALITY FINISHED PRODUCT, EXPRESSED OR IMPLIED. PERFORM
17.
CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN,
CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND/OR EXISTING
EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN
16.
OWNER TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATION.
DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE
15.
MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S
B. ONE FULL BOX OF EACH CERAMIC FLOOR TILE FREE FROM NICKS, SCRATCHES OR CRACKS.
A. ONE FULL GALLON OF EACH PAINT COLOR IN A CLEAN, TIGHTLY CLOSED CAN,
FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE
14.
ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT
F. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. ALL OPERABLE
FINAL ACCEPTANCE OF THE WORK.
AT NO COST TO THE OWNER.
HAS MADE PREVIOUSLY APPROVED CHANGES.
OTHER TRADES, INSTALLERS AND SUBCONTRACTORS.
ADDITIONAL COST TO THE CONTRACT.
WORKMANSHIP IN EACH OF THE VARIOUS TRADES.
AS APPROVED BY JIMMY JOHN'S.
DIRECTION AND APPROVAL.
C. ONE-HALF BAG OF TILE GROUT.
AND CLEARLY MARKED.
EXCESSIVE "PLAY" OR LOOSENESS.
PROJECT:
CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM
MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC
16. WHERE ALUMINUM ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR
THICKNESS.
E. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS,
D. WALL AND SOFFIT INTERSECTIONS SHALL BE 90° OR THE EXACT ANGLE
C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT
MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE
HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10'-0" AS
B. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND
A. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT
13.
WAVES OR BULGES OR OTHER BLEMISHES.
INDICATED OR INTENDED.
ANGLE INDICATED OR INTENDED.
SLOPES OR ANGLES INDICATED.
FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK:
B. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF
A. POWER VACUUMING THE ENTIRE SPACE.
MATERIALS, UNLESS REQUESTED BY THE OWNER. CLEAN-UP SHALL BE INCLUDED AND NOT
THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS
27.
THE PROJECT.
BE LIMITED TO:
THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH
OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE
FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS
FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED
CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED
11.
MANUFACTURER AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF
HARDWARE FOR EACH DOOR PRIOR TO CUTTING.
PROPERLY.
10.
9.
SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE INDICATED ON
CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NECESSARY USING
FASTENINGS: ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE
FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL
RIGID, PLUMB, LEVEL AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE
8.
COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING.
AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME
7.
REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE
6.
INDICATED ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS.
5.
PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED.
QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE
4.
SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL
3.
2.
FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE
1.
3.
JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT
SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL
FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT DURING
REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE.
THE DRAWINGS.
DRAWINGS.
EDGES; THICKNESSES AS SCHEDULED ON DRAWINGS.
D. MINIMUM 16. GA. FOR INTERIOR FRAMES.
C. MINIMUM 22 GA. FOR FACE STIFFENERS.
B. 16 GA. FOR EDGE CHANNELS.
A. MINIMUM 18. GA. FOR FACE SHEETS OF INTERIOR DOORS.
DIVISION 8 - WOOD AND HOLLOW METAL DOORS AND FRAMES
MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION.
FOLLOWING MATERIAL
BE ACCEPTED.
NOTED.
AND CURTAIN WALLS.
9.
ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED
APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL.
AS INDICATED. TRUE TO LINE, LEVEL AND PLUM, AND IN ACCORDANCE WITH
8.
BLOCKING, BRACING, AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH
SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL
WITH ASTM STANDARDS. ERECT STUDS ON 16" CENTERS AND
7.
6.
BETWEEN LINTELS AND HEADERS IN TOP TRACKS.
5.
4.
HEMMED EDGES. HOT DIPPED FINISH WHERE NOTED.
3.
2.
20 GAUGE PROVIDE 16 GAUGE AT DOOR JAMBS AND AT STOREFRONT.
ASTM C645-00, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN
1.
2.
PROVIDE PRIMER AS RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC
JOINTS AT INTERSECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES
RUBBER SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR
ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC
CONDITIONS AND SUBSTRATES.
SPECIFICATIONS TTS-1543 OR FS TT-S 230 TYPE "II", CLASS "A". PROVIDE
1.
DIVISION 7 - SEALANTS AND CAULKING/ ROOF PATCHING
MATERIALS.
TOLERANCES.
EQUIPMENT, INCLUDING DOOR STOPS.
METAL SUPPORT SYSTEM (WALL STUDS)
DIVISION 9 - FINISHES
4.
2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED
IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH
5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL
RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS
4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1- HOUR
3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS.
AND QUALIFIED FOR 1-HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED
1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF
EGGSHELL FOR ALL INTERIOR FINISHES.
SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL, USE
13. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND
12. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED WITHOUT APPROVAL OF
SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS
11. AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL
HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH.
OF TRIM, PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL
OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS
AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD
READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN.
THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND
10. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION.
COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE.
SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD
PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER
9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER
PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO
8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR
CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION
MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING
7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE
GYPSUM WALL BOARD
INDICATED ON DRAWINGS.
REQUIRED FOR TOUCH-UP AND REFINISHING.
U.S. GYPSUM STANDARDS.
ON DRAWINGS.
ARCHITECT.
ASTM C36/C36M-01.
PREVENT BUILD-UP OF FUMES.
OF THE PAINT.
ALIGN ALL JOINTS AND CORNERS.
REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER.
AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE.
9. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP
APPLICABLE. VARY MORTAR THICKNESS, AS NECESSARY, TO ACCOMMODATE VARIATION
OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE
BY OWNER. VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT
BUTTED JOINTS, TO PATTERN INDICATED IN THE DRAWINGS, OR AS SPECIFIED
8. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113-89 WITH TIGHTLY
OLD SEALANTS OR GLAZING COMPOUNDS AND PROTECTIVE COATINGS. METAL SHALL BE
MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT,
7. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS, REMOVING ALL FOREIGN
4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS
3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD-G-
2. ALL GLASS EDGES SHALL BE GROUND SMOOTH AND POLISHED.
THICK, UNLESS OTHERWISE NOTED. ALL GLASS TO BE CLEAR GLASS.
1. PROVIDE TEMPERED GLASS, GRAD "B", STYLE #1, TYPE "1", QUALITY 03, 1/2"
USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER.
SURFACES, IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER,
5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT
4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION.
3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO
CONDITIONS.
2. PROVIDE JOB MITERED INSIDE AND OUTSIDE CORNERS PER DRAWING DETAILS FOR ALL
1. INSTALL TILE BASE IN TOILETS AS SCHEDULED. VERIFY WITH HEALTH CODE REQUIREMENTS.
12. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS.
11. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF
WITH DOW CORNING 795 SILICONE BUILDING SEALANT. BEADS AT 6" ON CENTER
10. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE
15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES;
SHALL BE LEVEL, FLUSH SQUARE PLUMB AND IN ALIGNMENT WITH OTHER WORK.
14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY
REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS.
SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS
13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL
ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL
CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING", AND THAT SURFACES
12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER
11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE.
10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY
GLASS SHALL HAVE A 1/4" VERTICAL CLEAR SPACE BETWEEN GLASS PANELS.
USE ONLY IF REQUIRED BY LOCAL BUILDING CODES, OTHERWISE ALL STOREFRONT
9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, CLEAR, OR APPROVED EQUAL.
8. PROVIDE NON-SHRINKING ELASTROMERIC TAPER WHERE REQUIRED.
7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR
6. PROVIDE CLIPS ON NON-CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR
RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS.
5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND
SHALL BE FACTORY MILL FINISH. REFER TO ELEVATION PLAN FOR TYPE OF FINISH
DETAILED FRAME SECTION SHALL BE EXPOSED WHERE INDICATED. FRAME FINISH
CONTACT BLOCKS, NOT GLASS.
WASH AND CLEAN ALL GLASS FRAMING MEMBERS.
PROTECTIVE COATING FROM FRAMING SURFACES.
FORMED, TOUCH-UP "RAW" EDGES TO MATCH FRAME.
APPROVED.
COLOR.
CLEANED BY MECHANICAL OR SOLVENT PROCEDURES.
451 AND FGMA GLAZING MANUAL.
REPAIR DAMAGED SURFACES PRIOR TO INSTALLATION.
GLASS AND GLAZING
WHICH IT IS APPLIED.
BASE
IN THE TILE THICKNESS.
MAXIMUM.
SPONGE.
10. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY
ANGLES. FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND
FILLING AND TAPER FLUSH WITH SURFACE; NO SECOND COAT REQUIRED AT INTERIOR
COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT
APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM
9. APPLY PRE-FILL COMPOUND TO JOINT IN ACCORDANCE WITH INDUSTRY STANDARDS.
SULFIDE SEALANT; WHERE UNEXPOSED, PROVIDE ACOUSTIC SEALANT.
PROTRUSIONS THROUGH WALL BOARD. WHERE SEALANT IS EXPOSED, PROVIDE POLY-
ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER
8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING
CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS.
METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD
7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND
BOARD TO METAL FRAMING, AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF
INDICATED, PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL
6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C1002-01; UNLESS OTHERWISE NOTED OR
6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING.
TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION.
4. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR
3. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF
2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE.
BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS.
FRAMING TO DOOR FRAMES.
OTHER RATED ASSEMBLIES.
OTHER SURFACE BLEMISH, READY TO RECEIVE PAINT.
AMERICA AND ANSI STANDARDS.
1. INSTALL TILE IN AREAS INDICATED . USE ADHESIVES AND APPLY ONLY AS RECOMMENDED
TILE INSTALLATION.
TILE
5.
PROVIDE "OWENS CORNING" SOUND ATTENUATION BATT INSULATION AT ALL PERIMETER
WALLS OR TOILET ROOMS FULL HEIGHT OF WALLS. INSULATION SHALL BE 3 1/2" THICK
FRICTION FIT INSTALLATION FOR 16" STUD SPACING. CUT AS REQUIRED FOR UTILITIES
IN WALLS.
11. IN ADDTION TO OTHER STIPULATED REQUIREMENTS FOR CLEANING, COMPLETELY REMOVE
FINGER PRINTS AND TRACES OF SOIL FROM THE SURFACES OF EXPOSED PORTIONS,
USING ONLY THOSE CLEANING MATERIALS RECOMMENDED FOR THE PURPOSE BY THE
MANUFACTURER OF THE MATERIAL BEING CLEANED.
TOLERANCE OF 1 IN 1000.
SUSPENDED CEILING SYSTEM
1. PROVIDE HOLD DOWN CLIPS WITH UL CLASSIFICATION LABEL.
2. WORK INCLUDED: PROVIDE SUSPENDED CEILING SYSTEM WHERE SHOWN ON THE DRAWINGS.
3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
4. DO NOT BEGIN INSTALLATION IN ANY AREA UNTIL SUFFICIENT MATERIALS ARE ON THE
5. PROVIDE THE MANUFACTURER'S HEAVY DUTY SUSPENSION SYSTEM, COMPLYING WITH
6. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE
7. EXAMINE THE AREA AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE
8. EXCEPT AS MODIFIED BY REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,
9. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES AND REGULATIONS. SECURE
10. MAKE ALL FINISHED SURFACES LEVEL, OR TRUE TO PLANE WHERE PLANE IS DESIGNED TO
REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND AS APPROVED
AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL
PERFORMED CORRECT CONDITIONS ARE DETRIMENTAL TO TIMELY AND PROPER COMPLETION
OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
INSTALLATION RECOMMENDATIONS AS APPROVED BY THE ARCHITECT.
INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
LATERAL BRACING TO STRUCTURAL MEMBERS. SECURE AT RIGHT ANGLES TO THE DIRECTION
OF THE PARTITION AND FOUR-WAYS IN LARGE CEILING AREAS.
BE OTHER THAN LEVEL, WITHIN A TOLERANNCE OF 1 IN 1000, AND STRAIGHT WITHIN A
INSTALLATION, AS SELECTED OF THE ARCHITECT.
BY THE ARCHITECT.
AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION.
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH
THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE
JOBSITE TO COMPLETE THE WORK OF THIS SECTION IN THAT AREA.
OF THE WORK OF THIS SECTION.
SUSPENSION SYSTEM - AS REQUIRED TO SUPPORT GYPSUM BOARD PANELS, FIXTURES AND
12. MATERIALS
OTHER COMPONENTS AS INDICATED, INCLUDING ANCHORAGES, HANGERS, RUNNERS, CROSS
RUNNERS, SPLINES, CLIPS, MOLDING, FASTENERS AND OTHER MEMBERS, DEVICES AND
ACCESSORIES. COMPLY WITH ASTM C635. 2' X 4' GRID/2'X2' GRID.
ENAMEL EDGE MOLDING - METAL CHANNEL TYPE WITH SINGLE FLANGE EXPOSED.
HUNG OR INDIRECT FROM DUCTS, PIPES OR CONDUIT. EXPOSED FINISH - WHITE BAKED
HANGER WIRE - NOT LESS THAN 12 GAUGE (0.106") GALVANIZED STEEL. TYPE - DIRECT
GRID SYSTEM "USG" TYPE DX 15/16" EDGE.
CEILING PANELS - 2' x 4' VINYL CLAD GYPSUM CEILING TILE(PREP AND RESTROOMS)
1.
FIBER REINFORCED PANELS (FRP)
CORRODE. PROVIDE ALL TRIM AND ACCESSORIES AS REQUIRED FOR A COMPLETE
THAN 25. ALL PANELS SHALL BE MOISTURE RESISTANT AND SHALL NOT RUST OR
INSTALLATION AS INDICATED AND SPECIFIED HEREIN. COLOR OF PANELS, TRIM AND
ACCESSORIES SHALL BE WHITE.
2.
PREFINISHED PANEL AS SCHEDULED.
3.
4.
WITH V-NOTCH SPREADER. MITER CUT MOLDINGS AND TRIM PIECES AT CORNERS
AND INTERSECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION.
5.
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS,
COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND
REPLACED WITHOUT ADDITIONAL COST TO THE OWNER.
2. UPON COMPLETION OF PAINT APPLICATION CAREFULLY REMOVE STENCIL FROM
1. OWNER TO SUPPLY STENCIL FOR SUPER SEAL LOGO. CONTRACTOR TO COORDINATE
EXACT PLACEMENT OF LOGO WITH DRAWINGS AND JIMMY JOHN'S CONSTRUCTION MANAGER
PRIOR TO APPLICATION. CONTRACTOR TO APPLY STENCIL TO BRICK SURFACE TAKING
CARE TO PRESS FIRMLY INTO ANY JOINTS OR TEXTURE SO AS NOT TO ALLOW FOR ANY
OVERSPRAY BEHIND STENCIL DURING PAINT APPLICATION. ONCE STENCIL HAS BEEN
PLACED CONTRACTOR SHALL APPLY PAINT TO EXTENT INDICATED ON DRAWINGS,
3. IN AN EFFORT TO PROVIDE AN AGED APPEARANCE, CONTRACTOR SHALL WIRE BRUSH
ENTIRE SUPER SEAL LOGO BEING CAREFUL NOT TO COMPLETELY REMOVE NEWLY PAINTED
FINISH. CONTRACTOR MUST NOTIFY JIMMY JOHN'S CONSTRUCTION MANAGER ONE WEEK
PRIOR TO THIS FINAL STEP TO INSURE PROPER APPEARANCE.
PAINTING - SPECIALTY (EXTERIOR SUPER SEAL)
USING SPRAY EQUIPMENT.
THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN
THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT
ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH
ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED. THE
PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE
COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES,
REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR
WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR
PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS.
MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT.
DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH
WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL
ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND
NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR
PROVIDE FINAL CLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE
PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL
AND SOUND ATTENUATION BATT INSULATION
SOUND ATTENUATION BATT INSULATION:
ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH
PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY
PROVIDE HOLLOW METAL DOOR AS REQUIRED ON PLANS CONSTRUCTED WITH THE
PROVIDE WELDED METAL DOOR FRAMES AT ALL DOORS, AS DETAILED
PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS
FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST
PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED
INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL
AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY-PUTTY HOLES
HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS
PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE
INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON
HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8"
PROVIDE CHANNEL-SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH
PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND
PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS
INTERIOR WALL CONNECTIONS TO EXIST. STRUCTURE ABOVE REFER TO DRAWINGS.
PROVIDE ROLL HAT-SHAPED CHANNELS MINIMUM 20 GAUGE, 7/8" DEEP WITH 1/2"
PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE.
PROVIDE KICK AS SHOWN FOR WALL STUDS,CEILING MEMBER, DRAFT OR SMOKE STOPS
ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS
SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE
ALL PANELS SHALL HAVE A CLASS 1 FLAME - SPREAD CLASSIFICATION INDEX OF LESS
FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL
PANELS SHALL BE INSTALLED IN A VERTICAL POSITION IN FULL LENGTH UNITS.
APPLY RECOMMENDED ADHESIVE TO BACK OF PANEL TO PROVIDE 100% COVERAGE
UPON COMPLETION OF WORK, SURFACES OF PANELS AND COMPONENTS SHALL BE CLEANED
1.
SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL
INCLUDE CONSTRUCTING WALLS AND CEILINGS FINISHES, DETAILS & SPECIFICATIONS.
SECURE AND PAY FOR GOVERNMENT FEES, LICENSES AND PERMITS.
FOOTAGES. NOTIFY THE OWNER AND ARCHITECT OF COMPLIANCE OR DISCREPANCIES,
COMPARING THOSE DISCREPANCIES TO THE NUMBERS ON THE TITLE SHEET.
DAMAGE DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER
THEMSELVES AT THE END OF EACH WORKING DAY.
DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK
RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINAT-
ING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES.
ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR
ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS
OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF
VARIOUS SECTIONS WHICH HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALL-
ING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT.COORDINATE
SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK
AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED
EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER
FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION
OF WORK, INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY OWNER.
ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT.
VERIFY AND COORDINATE WITH THE TENANT FOR ANY ADDITIONAL REQUIREMENTS.
IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF
ALL THOSE ENGAGED IN THE PROJECT WORK.
SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE
TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING
SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL
JOHN'S REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION.
THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING SPACE, PER
2.
PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE3.
CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND
ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY
4.
5.
IS COMPLETED EACH DAY.
ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE6.
COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO7.
UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND8.
DIAGRAMMATICALLY ON DRAWINGS.
GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN9.
FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES10.
ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO11.
BE BILLED TO GENERAL CONTRACTOR.
COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE LANDLORD/JIMMY12.
DIVISION 1 - GENERAL REQUIREMENTS
ALL FIXTURES RECESSED IN THE CONCRETE FLOOR (I.E. GREASE TRAP, FLOOR DRAINS,
FLOOR SINKS, ETC.) ARE TO HAVE THEIR FINISHED TOP LEVEL WITH THE TOP OF THE
FINISHED FLOORING (I.E. TILE) AND NOT THE CONCRETE SLAB UNLESS OTHERWISE NOTED.
ALL CLEANOUTS, WATER LINES, PIPES THRU WALLS, ETC. ARE TO BE A MINIMUM OF 10"
TO BOTTOM AFF AND CONSISTENT THROUGHOUT ENTIRE SPACE.
ALL GRILLE COLLARS SHALL BE ATTACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHED
THE SUPPORTS FROM THE STRUCTURE ARE TO BE A MINIMUM OF 3/8" THREADED ROD
ALL THREADED ROD USED TO SUPPORT THE HOOD IS TO BE COVERED WITH PVC
(SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE
ALL DUCT JOINTS SHALL BE SEALED USING DUCT SEAL AS MANUFACTURED BY UNITED
SHEET METAL, OR EQUAL. RED DUCT TAPE SHALL NO BE ACCEPTED.
ALL EXPOSED SPIRAL DUCT SHALL BE SINGLE WALL UNINSULATED, WITH DUCT BOOTS ATTACHED
COVERS ON THE THERMOSTAT ARE TO BE EQUIPPED WITH AND ABLE TO BE LOCKABLE
SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT
LIGHTS (INCLUDING RESTROOM FIXTURES). BLOCKING IS TO BE FIRE RATED IF REQUIRED
THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED AREA
OR AREAS VISIBLE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
THE OUTLET MOUNTED BELOW THE SLICER TABLE MUST BE A LEVITON MODEL
BY LOCAL CODES
DETAILED SPEC FOUND ON E-3 SHEET
-
-
ELECTRIC:
-
FILLET OF ELASTOMER SEAL AT JUNCTION
AT A 45 DEGREE ANGLE DOWNWARD OFF OF DUCT.
-
-
-
-
HVAC:
-
-
REPRESENTATIVE OF GC.
-
-
ALL FLOOR DRAINS, FUNNEL DRAINS, CLEAN OUTS, FLOOR SINKS ETC ARE TO BE CAST IRON
PROVIDE & INSTALL ALL BLOCKING REQUIRED TO MOUNT SINKS, FAUCETS, ETC. ALL
BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES.
BRASS OR PLASTIC AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS.
-
PLUMBING:
-
4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM
CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN
RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND
APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE
PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH.
3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE
COMMENCING THE WORK. STORE, CLEAN, AND REPLACE UPON COMPLETION.
ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTING, AND FASTENINGS PRIOR TO
ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSSERS, GRILLES,
WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE
2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS
FINISH, NON-MECHANICAL ROOM SPACES.
NO PAINTING IS REQUIRED FOR INSULATED PIPING, EXCEPT WHERE EXPOSED IN
ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSSERS.
STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE
NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE FINISH SCHEDULE;
AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS;
DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR
1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON
PAINTING
NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT
A SMOOTH FINISH COAT.
SATISFACTORY.
MANUFACTURER'S LABEL AND SHOWING PAINT TYPE, SHEEN AND COLOR.
6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE
COATS FINAL COLOR COAT TO ACHIEVE UNIFORM FINISH.
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2)
1. CONCRETE:
- ALL CONCRETE IS TO BE CUT AND REMOVED, AS OPPOSED TO THE USE OF JACKHAMMERS.
- ALL REMOVED CONCRETE IS TO HAVE A 10 MIL VAPOR BARRIER PLACED ON TOP OF BACKFILL
AREAS PRIOR TO REPLACING OF THE CONCRETE.
- ALL CUT AREAS OF CONCRETE ARE TO BE DRILLED AND PINNED USING ½" REBAR AND TO BE
SPACED AT A MAXIMUM OF 16" APART. PINS ARE TO BE DRILLED AND EPOXY GROUTED INTO
THE EXISTING CONCRETE AT LEAST 6" AND HAVE AT LEAST 6" EXPOSED.
- CONCRETE IS TO BE PLACED TO ENSURE THAT A FLUSH AND SMOOTH TRANSITION EXISTS WITH
THE EXISTING CONCRETE. ANY RAISED OR LOWERED AREAS WILL HAVE TO BE CORRECTED BY
THE CONTRACTOR RESPONSIBLE FOR THE PLACEMENT OF THE CONCRETE.
- NEW SLAB ON GRADE CONCRETE TO BE 4" CONCRETE SLAB ON GRADE WITH FIBERMESH REINF.
OR 4" CONCRETE SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF ON 10 MIL VAPOR BARRIER OVER 4"
DGA OR GRAVEL FILL.
2. FRAMING, DRYWALL, ACOUSTICS & FRP:
- ALL OUTSIDE CORNERS ARE TO HAVE CORNER BEAD SECURELY CLENCHED ON AND TAPED
-EXCEPT AT TILED AREAS.
- DRYWALL TO BE SCREWED 12" OC IN THE FIELD, AND EVERY 6" ON THE EDGES OR AS REQUIRED
BY CODE AND/OR RATED WALL REQUIREMENTS.
- ALL DRYWALL IS TO BE FINISHED TO AT LEAST A LEVEL 4 FINISH, ENSURING THAT ALL DRYWALL
IS STRAIGHT, TRUE AND BLEMISH FREE, READY TO ACCEPT FINISHES. THIS MEANS ALL
DRYWALL, ALBEIT AT DECK HEIGHT OR BEHIND ANY TILE.
- ACOUSTICAL CEILING IS TO HAVE HANGERS LOCATED AT 4' INTERVALS THROUGHOUT THE FIELD.
ADDITIONAL HANGERS MAY BE REQUIRED TO ENSURE THAT A MAXIMUM DISTANCE OF 8" FROM
THE WALL IS MAINTAINED. THIS INCLUDES ALL MAINS AND CROSS RUNNERS
- ALL METAL STUDS, ANGLED SUPPORTS, ETC ARE TO BE A MINIMUM OF 20 GAUGE. IF
CONSTRUCTION DOCUMENTS LIST A HEAVIER GAUGE FOR PARTICULAR FRAMING MEMBERS (I.E.
PLATFORMS, ETC) THEN THE GAUGE LISTED WITHIN THE DOCUMENTS IS TO BE USED, AT A
MINIMUM.
- ALL WALLS ARE TO BE WIPED FREE OF ALL DUST FROM SANDING, ETC BY THE DRYWALL
CONTRACTOR.
- ALL UNI-STRUT, THREADED RODS, WOOD BLOCKING AND FIRE STOPPING REQUIRED TO
SUPPORT OR STIFFEN ANY OF THE FRAMING IS TO BE SUPPLIED AND INSTALLED BY THE
SUBCONTRACTOR
- TOP OF THE SHELVING AT THE FRONT SOFFIT IS TO BE 3/4" PLYWOOD
- ALL WOOD FOR BLOCKING, SUPPORTS, ETC IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES
- ALL THREADED ROD LEFT EXPOSED IN THE PREP AREA IS TO BE COVERED WITH PVC (SUPPLIED
AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE
- FRP IS TO BE SMOOTH FINISH, NOT PEBBLED. ALL TRIMS AND MOLDINGS ARE TO BE MITERED,
FIT PROPERLY AND TIGHT AT ALL JOINTS. UNDER NO CIRCUMSTANCE IS CAULKING TO BE USED
AT JOINTS OR MOLDINGS TO FILL ANY GAPS OR IMPERFECTIONS IN THE INSTALLATION.
-A SHEET OF 5/8" PLYWOOD IS TO BE INSTALLED AS BLOCKING BEHIND THE DESK AREA
- ALL FRAMING MUST EXTEND TO DECK(UNLESS NOTED OR APPROVED OTHERWISE).
3. TILE:
- SUBCONTRACTOR IS TO SUPPLY THE LABOR REQUIRED TO RECEIVE THE MATERIALS AT THE JOB
SITE. COORDINATE TIME WITH THE GENERAL CONTRACTOR
- ALL GROUT IS TO BE SMOOTH AND FREE OF ALL HOLES, DIVOTS, BLEMISHES, ETC. ANY
DEFECTS WILL BE REPAIRED BY THE SUBCONTRACTOR
- GROUT RELEASE IS TO BE USED ON ALL AREAS CONTAINING THE QUARRY TILE
- ALL TILE SURFACES ARE TO BE WIPED COMPLETELY CLEAN BY THE SUBCONTRACTOR AND LEFT
FREE OF ANY HAZING, GROUT RESIDUE, FILMS, ETC.
4. PAINTING:
- ALL LINES AND TRANSITIONS BETWEEN DIFFERENT COLORS ARE TO BE CRISP, STRAIGHT AND
LEVEL
- A TINTED GRIPPING PRIMER IS TO BE USED ON THE DOOR FRAMES
- ALL SURFACES ARE TO RECEIVE (1) COAT OF PRIMER
- THE TOP EDGE OF THE TILE IS TO BE CAULKED TIGHT WITH A CONTINUOUS BEAD BEFORE
PAINTING
- TOPS OF THE DOOR JAMBS / FRAMES MUST BE FINISHED
- BOTH THE TOPS AND BOTTOMS OF THE DOORS ARE TO BE FINISHED
- THE TOP SURFACE OF EVERYTHING (I.E. SHELF AT BULKHEAD) IS TO BE FINISHED.
THE JIMMY JOHN'S BUILD OUT MANUAL IS TO BE USED IN CONJUNCTION WITH BLUEPRINT
DRAWINGS. ANY DISCREPANCIES MUST BE BROUGHT UP TO THE JIMMY JOHNS
CONSTRUCTION DEPARTMENT.
JIMMY JOHN'S CORPORATE NOTES:
ALL SUPPLY LINES AND DRAINS MUST BE SECURED AND FREE FROM MOVEMENT AT PENETRATIONS -
5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING BID)
APPROXIMATELY, 1/2" ABOVE CONCRETE. IF THE FLOOR IS NOT CONCRETE, VERIFY WITH ONSITE
C.COORDINATE THIS WORK WITH OTHER TRADES INVOLVED TO AVOID DELAYS AND
TO INSURE A SATISFACTORY AND WATERTIGHT INSTALLATION. INSTALL ALL
REQUIRED MATERIALS IN A PROPER MANNER TO INSURE AN AIRTIGHT,
WATERTIGHT, AND WEATHERPROOF INSTALLATION.
CONTRACTORS SHALL REVIEW PLANS FOR DISCREPANCIES AND VISIT THE PREMISES DURING THE BID
PROCESS AND SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS
OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. A SUBMISSION OF BID SHALL IMPLY THAT THE
CONTRACTOR HAS ACCEPTED THE DRAWINGS, EXISTING CONDITIONS, AND REVIEWED THE PLANS FOR
ANY DISCREPANCIES. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND
MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURATE DIMENSIONING.
28.THE CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS, APPROVALS, CALLS FOR
INSPECTIONS, ETC. THE OWNER SHALL REIMBURSE THE CONTRACTOR FOR THE
AMOUNT OF FEES PAID FOR THIS.
29.TEMPORARY SERVICES: ANY REQUIRED TEMPORARY ELECTRICAL POWER AND
LIGHTING SYSTEMS SHALL BE FURNISHED, INSTALLED AND REMOVED BY THE
CONTRACTOR.
30.CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES, ALTER THE CONSTRUCTION
DOCUMENTS. IF SITE CONDITIONS REQUIRE MODIFICATIONS TO THE PLANS, ALL
MODIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED PRIOR TO
PROCEEDING WITH THOSE MODIFICATIONS. CONTRACTOR SHALL ASSUME LIABILITY
FOR ANY MODIFICATIONS TO PLANS WHICH ARE NOT APPROVED IN WRITTING BY THE
ARCHITECT. CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY ITEMS
NECESSARY TO BRING THE STORE INTO COMPLICANCE WITH THE DRAWINGS.
DIRECTIONS.
OF PATCH. INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED
2.
ANY HOLES GREATER THAN 1/2".
AND LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND
1.
DIVISION 3 - CONCRETE REPAIR AND REPLACEMENT
ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND
10.
9.
8.
OF THE BUILDING, IN ACCORDANCE WITH GUIDELINES AND STIPULATIONS OF LOCAL
PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS
7. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO
DEMOLISHED IMMEDIATELY FROM THE SITE.
STORE IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING
6.
VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED
OF DISCONNECTED SERVICES. WHERE APPLICABLE, LOCATE SPRINKLER SHUT-OFF
WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION
5.
SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY.
DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR
AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS
4.
2.
PUBLIC.
JURISDICTION.
1.
DIVISION 2 - DEMOLITION / BUILDING ALTERATIONS
C. ALL RUNNING TRIM ONE (1) PIECE UP TO 10' - 0". MATCH GRAIN AND
B. MITER CASINGS, MOLDING, BASE AND STOREFRONT LAMINATED OR PAINTED MDF PANELS.
10.
9.
8.
7.
A. INSTALL ALL MATERIAL WITH TIGHT JOINTS.
CONSIDERATIONS AND REQUIREMENTS:
SOLVENT AND CLEANING PROCEDURES.
COLOR PIECE-TO PIECE.
REPLACE DAMAGED SURFACES.
APPLICATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT
5.
4.
3.
2.
PRINTED APPLICATION INSTRUCTIONS.
6.
NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS.
FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS, RUNNERS OR FURRING.
LOCAL CODE OR APPROVED BY ARCHITECT.
CONDITI0N FOR INSTALLATION.
DIVISION 6 - WOOD AND PLASTICS
DIVISION 4 - UNIT MASONRY
AUTHORITIES & LANDLORD.
MODIFICATION WITH LANDLORD.
1.
MILL NUMBER OR NAME, GRADE OR LUMBER SPECIES OR SPECIES GROUPING
B. ALL LUMBER IS TO BE GRADE STAMPED AND IS TO CONTAIN GRADING AGENCY,
COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHERE APPLICABLE.
WITHOUT SPLITTING WOOD, FASTEN PANEL PRODUCTS TO ALLOW FOR EXPANSION
SIDE WILL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. INSTALL FASTENERS
USING FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE
E. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES AND SUPPORTING MEMBERS
AT JOINTS UNLESS OTHERWISE INDICATED.
ACCESSORIES, AND ELSEWHERE AS REQUIRED.
MEMBERS. PROVIDE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF CASE WORK,
WOOD BLOCKING NOT LESS THAN 2" THICK, IF NOT BLOCKED BY OTHER FRAMING
STRUCTURAL MEMBERS BETWEEN SUPPORTS. FIRESTOP CONCEALED SPACES WITH
F. PROVIDE WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. DO NOT SPLICE
PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING
ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES
CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED.
PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING
REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS
REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING
USE SLIPRO, RAECO-LITH "R-50" OR "R-100", AS APPROPRIATE, DEPENDING ON THICKNESS
ROUGH CARPENTRY
USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS
PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY
INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY
RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1"
USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR
INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING
FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND.
REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED
PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION.
DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK.
1. RELATED DOCUMENTS
PROTECT WOOD FLOOR FROM MOISTURE.
2. JOB CONDITIONS
ALL MASONRY UNITS SHALL BE REPAIRED, REPOINTED AND CLEANED BEFORE
3. REPAIR, POINTING AND CLEANING
ACCEPTANCE. USE COMMERCIAL CLEANING MATERIAL PROSOCO "SURE KLEAN 600"
DETERGENT GENERAL-PURPOSE CLEANER FOR BRICK, APPLY PER MANUFACTURERS
PRINTED SPECIFICATIONS. DRY BRUSH AT END OF EACH DAYS WORK.
EXISTING BRICK (NOT USED)
FINISHES TO BE FIRE RETARDANT TREATED UNLESS NOTED OTHERWISE.
L.
K.
I.
H.
F.
D.
BE USED FOR ALL WOOD FRAMING MEMBERS AND BLOCKING. EXPOSED WOOD
FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS.
J.
G.
SINK AND PUTTY IN FINISH WOOD SURFACES.
E.
WHERE SCREWS DO NOT SHOW.
NON-COMB. FIRE TREATED WOOD BEARING FACTORY IMPREGNATED STAMP SHALL
INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL
FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS.
SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS.
USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR
EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS.
ALL MEMBERS AND LINES LEVEL AND PLUMB.
SET FASTENERS FOR PUTTYING.
WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS;
THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS
ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING
CONSTRUCTION AS SHOWN. NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL
DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO
PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL REPAIR OR
REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF
ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR
APPROVAL PRIOR TO BEGINNING THE WORK.
AT ALTERED CONSTRUCTION REPAIR CUT EDGES, REPLACE CONSTRUCTION. AND FIT NEW TO
EXISTING CONSTRUCTION TO MATCH EXISTING WORK, MAKE JOINTS OF NEW AND EXISTING
PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT
AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANTS
COORDINATOR. SAW-CUT CONCRETE ON GRADE WITH DIAMOND SAW; JACKHAMMERING WILL
NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD
AND JJ. CUT IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR
3.DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY
REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID
DAMAGE. REMOVE HARDWARE, CLEAN REFURBISH, AND STORE FOR REINSTALLATION.
D. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH APPLICABLE CODE STANDARDS
UNLESS OTHERWISE INDICATED. FOR SHEATHING UNDERLAYMENT AND OTHER
PRODUCTS NOT COVERED IN ABOVE STANDARDS, COMPLY WITH RECOMMENDATIONS OF
MANUFACTURER OF PRODUCT INVOLVED FOR USE INTENDED. SET CARPENTRY WORK TO
REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND CUT TO FIT.
C. LUMBER SHALL BE PROTECTED FROM THE ELEMENTS UNTIL SUCH TIME IT IS USED IN
CONSTRUCTION.
A. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT
NOT MORE THAN 19%, WITH THE INDICATION OF "S-DRY" ON THE GRADE STAMP.
MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR
ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S
STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER
EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE EXERCISE CARE WHEN
CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS IF DAMAGED, REPAIR
AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT SUSPENDED SLAB EXCEPT AS NOTED ON
DRAWINGS.
CEILING PANELS - 2' x 2' USG ASTRO CLIMA PLUS #8221 CEILING TILE(DINING)
E. MINIMUM 14. GA. FOR WATER HEATER PLATFORM FRAMING.
C. ONE BOX OF EACH CEILING TILE FREE OF DAMAGE.
B.ALL MATERIALS INCLUDING FELTS, COMPOSITION FLASHING, BITUMEN, ROOF
INSULATION, VAPOR RETARDER, (IF ANY), AGGREGATE SURFACING OR OTHER
COATING, ETC. IS TO BE COMPATIBLE W/EXIST. ROOFING SYSTEM TO COMPLETE
THE PATCHING OF THE EXIST. ROOF
A.FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING
REQUIRED FOR COMPLETING ROOFING WORK, FLASHING AND ASSOCIATED
SHEET METAL WORK AND RELATED ITEMS INDICATED ON THE DRAWINGS AND
SPECIFIED HEREIN. (NOTE: REFER TO DRAWINGS FOR ITEMS APPLICABLE TO
THE PROJECT)
ROOF PATCHING:
FE
FE
FE
A
A-5
103
UNISEX
10
TYP.
3
33 3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
1
1 1
1
1
22
2 2 2 2 2
2
2
2
2
2
2
2
2
1
2
3
TYP.
10
100
DINING
TYP.
10
101
PREP
102
BACKROOM
10
TYP.
4
14
14
14
6
6
2
9
5
7
8
B
A-10
C
A-10
A
A-10
22
22
22
22
22
22
22
2222
21
13
12
20
5
A-1
1
A-1
SIM
D
A-10
5
A-1
72" POLISHED S.S. CORNER
GUARD FROM TOP OF BASE TO
78" A.F.F. - APPLY CONT. BEAD
OF SILICONE - INSTALL AFTER
FINAL WALL FINISH
SUBWAY TILE ON GYP. BOARD
OVER METAL STUDS - SEE
ELEVATIONS FOR FINISHES
FRONT PREP
BACK-OF-HOUSE
FRP
1-1/2" x 1-1/2" NON INTEGRATED
OUTSIDE CORNERS
DOOR
NUMBER
HDWR
GROUPJAMB
DETAILS
HEAD SILL
REMARKS
FINISHFINISHMATERIAL
DOOR
MATERIALTYPEDOOR SIZE
FRAME
TYPE
1
D O O R S C H E D U L E
D O O R H A R D W A R ED O O R N O T E S
FACTORY
ALUM./GLASS1 01
DOOR TYPES
NOTE:
PRIVACY LOCK (US26D)
(1 1/2) PAIR HAGER HINGES BB1279, 4 1/2
x 4 1/2 (US26D FIN.)
(1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES
#4041 (HINGE SIDE MOUNT) (US26D FIN.)
(1) LOCKSET- SINGLE CYCLINDER DEAD BOLT
SECURITY LOCK BY U-CHANGE INDUSTRIES DOOR
(1) CLOSER- AUTOMATIC CORBIN-RUSSWIN DC2200
SERIES (US26D)
HINGES- TOP, BOTTOM & STANDARD INTERMEDIATE
OFFSET PIVOTS (EXISTING)
(1) PULL- STYLE G2 BLACK FOR KAWNEER DOORS
OR SIMILAR (DOOR 1)
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
(2) 6"x34"- BALDWIN BRUSHED S/S KICKPLATES
(BOTH SIDES)
HARDWARE SET NO. 1: (CONTRACTOR TO V.I.F.)
HARDWARE SET NO. 2:
(1) AUGUSTA LEVER HANDLE
HARDWARE SET NO. 3:
HARDWARE SET NO. 2:
EGRESS DOORS SHALL BE
READILY OPENABLE FROM THE
EGRESS SIDE W/O THE USE OF A
KEY OR SPECIAL KNOWLEDGE OR
EFFORT.
(1 1/2) PAIR HAGER HINGES BB1279, 4 1/2
x 4 1/2 (US26D FIN.)
(1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES
#4041 (US26D FIN.)
(1) DELTANA DEL-WBC250US26 2 1/2" WALL BUMPER
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
(1) AUGUSTA LEVER HANDLE
(1) 6"x34"- BALDWIN BRUSHED S/S KICKPLATES
INTERIOR SIDE ONLY)
1.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
EXCEPTIONS : 1. IN GROUP M OCCUPANCIES,
KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN
EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR
OR PAIR OF DOORS IF THERE IS A READILY VISIBLE,
DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING
"THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS
OCCUPIED". THE SIGN SHALL BE IN LETTERS NOT LESS
THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND.
WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES
OF A PAIR OF DOORS MUST BE FREE TO SWING
WITHOUT OPERATION OF ANY LATCHING DEVICE.
2.ALL FIRE RATED DOORS AND ALL EXTERIOR
SWINGING DOORS SHALL HAVE CLOSURES.
3.ALL INTERIOR DOORS TO BE SOLID WOOD CORE,
WITH BIRCH VENEER - PAINTED.
4.ALL NEW/REPLACED DOOR HARDWARE SHALL BE
BRUSHED ALUMINUM/SATIN CHROME (US 26D
FINISH).
5. ENTRY/EXIT DOORS TO HAVE SIGN - " THIS DOOR TO
REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED"
POSTED.
6.DOOR OPENING FORCE SHALL NOT EXCEED 5 LBS.
7.ALL DOOR OPERATING HARDWARE SHALL BE
MOUNTED AT 38" A.F.F.
8. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE
HAND WITHOUT TIGHT GRASPING, TIGHT PINCHING
OR TWISTING.
9. "T" INDICATES TEMPERED GLASS.
10. HOLLOW METAL FRAMES MUST BE 2" WELDED
FRAMES.
11. ALL INTERIOR DOOR CLOSURES MUST NOT BE SEEN
FROM DINING SIDE
12. SILENCERS REQUIRED FOR ALL DOORS
(1) DELTANA DEL-WBC250US26 2 1/2" WALL BUMPER
(1) YALE AU4602LN 626 AUGUSTA LEVER HANDLED
REMARKS
1. PROVIDE WOOD BLOCKING FOR DOOR STOPS.
2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME.
CLOSER TYPE TO BE 90° OPENING.
3. PAINT DOORS AND FRAMES BOTH SIDES PT-6.
4. CONTRACTOR TO CONFIRM EXISTING DOOR AND DOOR FRAME ARE IN GREAT
CONDITION. REPLACE TO MATCH JIMMY JOHN'S SPECIFICATIONS IF NOT.
5. EXTERIOR SIDE OF DOOR TO BE PAINTED TO MATCH EXISTING
ADJACENT SURFACE.
6. PAINT DOOR AND FRAME PT-3 (ALABASTER) WHEN IN BACK OF HOUSE.
7. PROVIDE H.C. ACCESSIBLE MEN'S/WOMEN'S SIGNAGE AT WALL OUTSIDE OF
DOOR AS REQUIRED BY GOVERNING AUTHORITIES.
8. RE-KEY EXISTING DOOR PER OWNER'S REQUIREMENTS.
9. REFURBISH WEATHERSTRIPPING, DOOR BOTTOM, ETC. TO LIKE NEW CONDITION
10. PROVIDE PANIC HARDWARE.
EX3'-0" x 7'-0" (V.I.F.) FACTORY FINISH FINISHALUMINUM 2,4,8,9,10EXIST.
2
---
FRAME TYPES
A
SEE SCHEDULE
SE
E
S
C
H
E
D
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2"2"
PANIC
HARDWARE
ON INSIDE
BY T.I.
CONTRACTOR 5'
-
0
"
ST
E
N
C
I
L
SEE SCHEDULE
SE
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D
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1
SEE SCHEDULE
2
SE
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D
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3
HANDICAP
TOILET RM
SIGNAGE
SEE DETAIL
N/A5 FOR
SIGNAGE
NOTES
3
HOLLOW
METAL 1,2,3,7
HOLLOW MTL
02A2EX3'-0" x 7'-0"3/A-1 4/A-1
-PT-6PAINT
PT-6
SEE SCHEDULE
SE
E
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3
PANIC
HARDWARE
ON INSIDE
BY T.I.
CONTRACTOR
PT-3
PAINT
2,4,5,6,8,9,10HOLLOW MTL EXPT-3
HOLLOW
METAL
-EX 3'-0" x 7'-0" (V.I.F.) EXIST.--
2"
MTL STUD BOXED
HEADER, (2) METAL
STUDS, W/ (2)
RUNNERS (COORD
W/ PARTITION TYPE)
1/2"
COORD W/ JAMB
SEE PARTITION
TYPE FOR GYP BD
THK, LAYERS & MTL
STUD SIZE
EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQ'D. GWB
TO EXTEND TO UNDERSIDE OF DECK AT DINING ROOM. MAINTAIN
EXISTING RATING.
INFILL OPENING. DOOR TO BE FIXED IN CLOSED POSITION AND
EDGES SEALED AGAINST AIR INFILTRATION. CONTRACTOR TO
INSTALL MTL STUDS AND BATT INSULATION (R-19) AS NEEDED TO
ENSURE FLUSH INTERIIOR FINISH.
WALL 6" 20 ga. METAL STUDS AT 16"o.c.w/ 5/8" GWB ON EXPOSED
SIDE(S).
SOFFIT ABOVE COUNTER UNLESS OTHERWISE NOTED.
WALL 35
8" 20 ga. METAL STUD AT 16"o.c w/ 5
8 " GWB ON
EXPOSED SIDE(S). USE W.R. DRYWALL IN WET
AREAS.
FURRING WALL, 3 5/8" METAL STUDS ON EDGE AT 16"o.c.
w/ 5
8" GWB ON EXPOSED SIDE(S).
42" HALF WALL, 35
8" 20 ga. METAL STUD AT 24"o.c. w/ 5
8" GWB ON
BOTH SIDES TOPPED w/ 7" COUNTER TOP.
35
8" 20 ga. METAL STUD AT 16" o.c. w/ 5
8" GWB ON EACH SIDE. REF
TO DETAIL 5/A-1.1. SEE INTERIOR ELEVATIONS FOR HEIGHT.
FINISH EDGE OF WALL
W A L L L E G E N D
GENERAL WALL NOTES:
1.MIN 20 ga. METAL STUDS REQUIRED (MUST PROVIDE
DIAGONAL CROSS BRACING FOR WALLS OVER 16'-0" @ 4'-0"
O.C. SECURED TO STRUCTURE ABOVE ON DROP CEILING
SIDE)
2.ALL FRAMING TO CONTINUE TO BOTTOM OF ROOF/DECK.
MUST BE BRACED TO THE STRUCTURE ABOVE AS REQUIRED
BY CODE.
3.USE MOLD RESISTANT GYP. BOARD FOR ALL RESTROOM,
KITCHEN/BOH, & MOP SINK WALLS.
4.REFER TO SHEET A-3 FOR SCHEDULED FINISHES:
3
16" SUBWAY TILE AND 1
2" COVE BASE.
5.ALL FRAMING AND GYP. BOARD MUST EXTEND TO ROOF/DECK
ON EXTERIOR & DEMISING WALLS.
OPENING INFILL. WALL MATERIALS TO MATCH ADJACENT WALLS.
CONTRACTOR TO INSTALL MTL. STUDS AND BATT. INSULATION
AS NEEDED TO ENSURE FLUSH INTERIOR FINISH.
EXISTING SEPARATION WALL. G.C. TO CONFIRM CONSTRUCTION
AND MAINTAIN ANY EXISTING FIRE SEPARATION.
#4 X 24" AT 16"
O.C. DOWELS
(TYP.)
LINE OF NEW CONC
SLAB TO EXISTING
CONC SLAB
NEW CONCRETE
SLAB TO MATCH
EXISTING
FILL JOINT WITH
EXPANSIVE
MATERIAL
EXISTING
CONCRETE
SLAB
THK + 1"
PARTITION
1/2"
2"
SEE PARTITION
TYPE FOR GYP BD
THK, LAYERS & MTL
STUD SIZE
DOUBLE MTL STUDS
HM DOOR FRAME w/ 3
JAMB ANCHORS PER
SIDE
1 15/16" DOOR SIDE
19
SEE SHEET A-11 AND A-12 FOR
ACTUAL LOCATION OF DRIVE
THRU MENU/ ORDER BOX
18
15
17
17
17
17
19
3 5 8" MTL. STUDS
@ 16" O.C. w/ 5 8"
GWB ON ONE SIDE
-REFER TO WALL
LEGEND
6"
EXISTING EXTERIOR
WALL CONSTRUCTION
-TO REMAIN
NEW BLACK SPANDREL
GLASS IN EXISTING
STOREFRONT SYSTEM.
COORDINATE w/
LANDLORD, OWNER,
AND FRANCHISEE
PRIOR TO DEMO,
ORDERING AND
INSTALLATION
VENTILATION
T/O EXIST.
WINDOW
NOTE:
VERIFY CONDITIONS IN
FIELD FOR PROPER
INSTALLATION.
SUSPENDED
ACT CEILING
JI
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J
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25-892-812
03-25-25
SM
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. 502.426.0527 box1@bayusdesign.com
25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
A-1
FLOOR PLAN
AND DETAILS
F L O O R P L A N
K E Y E D N O T E S
1
2
3
4
5
6
7
8
9
10
12
13
EXISTING SHELL BUILDING.
EXISTING WINDOWS & DOORS.
EXISTING 5
8 GYP . BD. ON WALL - CONTRACTOR TO
PATCH/REPAIR/EXTEND TO DECK.TAPED AND SAND SMOOTH
READY FOR FINISH. SKIM COAT AS NEEDED TO RECEIVE NEW
FINISH. APPLY NEW 5
8" GYP. BD. ON STUDS IF NOT EXISTING.
LINE OF SOFFIT ABOVE.
ELECTRICAL PANEL(S)
WALK-IN COOLER/FREEZER.
MOP SINK - SEE 5/A-1.1 AND PLUMBING.
WATER HEATER.
MANAGER DESK - SEE 4/A-1.1.
CLEAN/SCRAPE/INFILL EXISTING FLOOR AND PREP AS
REQUIRED FOR NEW FINISHES.
FAUX COLUMN
ALIGN FRAMING OF SOFFIT AND FRAMING OF FULL HEIGHT
PARTITION.
FRAMING OF SOFFIT WALL MUST ALIGN VERTICALLY WITH CASH
COUNTER AND KNEEWALL BELOW SEE A-1.1
FINISH THIS SIDE BY OTHERS
CONTRACTOR TO COORDINATE ALL REMOVAL AND PATCH
BACK OF ASPHALT AND CONCRETE AS REQUIRED FOR
INSTALLATION OF DRIVE THRU ORDER BOX/MENU
BOARD/MAGNETIC LOOP - COORDINATE WITH EXISTING FIELD
CONDITIONS.
DRIVE THRU WINDOW READY ACCESS 131, SEE SHEET A-11.
PATCH/PAINT WALL AS REQUIRED TO MATCH ADJACENT
SURFACES. TAPED AND SAND SMOOTH READY INTERIOR FOR
FINISH. SKIM COAT AS NEEDED TO RECEIVE NEW FINISH.
NEW PIPE BOLLARD - SEE F/A-11.
MAGNETIC LOOP FOR DRIVE THRU COMMUNICATION PANEL -
SEE A-11.
DRIVE THRU MENU BOARD/ORDER BOX - SEE SHEET A-11
LOCATION OF BROOM ORGANIZER AND MOP HOLDER.
LOCATION OF COAT HOOKS.
INSTALL BLACK SPANDREL GLASS ON EXISITING WINDOWS AND
DOORS. SEE DETAIL 5/A-1.
DIMENSION OF SLAB LEAVE OUT V.I.F.
LINE OF STRUCTURE ABOVE. WRAP IN 5/8" GWB. AND PAINT
PT-2 IF EXPOSED.
G E N E R A L N O T E S
1.CONTRACTOR TO PROVIDE CIRCUITS FOR STOREFRONT SIGNS -
COORDINATE WITH SIGNAGE SHOP DRAWINGS.
2.ALL MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED
OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY
G.C. SEE MILLWORK SHEETS A-9 & A-10 FOR DETAILS - LOCATE
AS INDICATED.
3.SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
4. SPRINKLER DESIGN / F.A. DESIGN SHALL BE REVIEWED AND
APPROVED UNDER SEPARATE PERMIT.
5. ALL SIGNAGE SHALL BE REVIEWED AND APPROVED UNDER
SEPARATE PERMIT.
S Y M B O L S L E G E N D
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
X DOORS
X CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
ARCHITECTURAL FLOOR PLAN
1/4" = 1'-0"A
NORTH
S.S. CORNER GUARD
3" = 1'-0"1
NOT USED11
JOINT DETAIL
1" = 1'-0"2
14
15
16
17
18
19
HEAD DETAIL
3" = 1'-0"3
JAMB DETAIL
3" = 1'-0"4
20
21
NOT USED
NOT USED
NOT USED
22
BLACK SPANDREL GLASS DETAIL
1" = 1'-0"5
NOT USED
101
PREP
100
DINING
103
UNISEX
102
BACKROOM
6"
4'
-
1
1
/
4
"
3
5
/
8
"
2'
-
5
"
3 5/8"4 1/2"
3
5
/
8
"
2'
-
5
"
3 5/8"4 1/2"
3'-7 1/8"
3 5/8"
6'-7 1/4"
3 5/8"
7'-5 3/8"
22
'
-
2
3
/
8
"
17
'
-
0
3
/
4
"
30
'
-
3
1
/
2
"
3
5
/
8
"
7'-11 5/8"3 5/8"11 3/8"3 5/8"
4'-11 7/8"
10 7/8"
3'
-
4
"
2'
-
4
1
/
2
"
3
5
/
8
"
5'
-
9
7
/
8
"
3
5
/
8
"
2
7
'
-
2
1
/
4
"
10'-0"VIF
V
I
F
2'
-
7
"
1A
A-1.1
SIM.
14
'
-
1
5
/
8
"
10'-10 1/4"2'-8 5/8"10'-2 7/8"
9'-7 3/4"
KNEEWALL FRAMING
8'-3 1/4"
1'
-
2
1
/
2
"
5'
-
4
1
/
2
"
1'
-
8
"
2'
-
6
"
PROVIDE 5/8"
PLYWOOD OVER
STUDS FOR POS
BRACKET
1
1 4"
1/2" = 1'-0"2
2'-6"
PROVIDE SOLID 2X
FIRE-RATED WOOD
BLOCKING AT
SHELVES IN STUD
CAVITY - SEE
SHEET A4 FOR
LOCATIONS
2'
-
1
1
"
PROVIDE 5 8" FRT PLYWOOD
BLOCKING BEHIND
MANAGER'S DESK
3/4" = 1'-0"4
B.O. CEILING
EXISTING SEPARATION WALL. G.C. TO CONFIRM CONSTRUCTION
AND MAINTAIN ANY EXISTING FIRE SEPARATION.
WALL 6" 20 ga. METAL STUDS AT 16"o.c.w/ 5/8" GWB ON EXPOSED
SIDE(S).
SOFFIT ABOVE COUNTER UNLESS OTHERWISE NOTED.
WALL 35
8" 20 ga. METAL STUD AT 16"o.c w/ 5
8 " GWB ON
EXPOSED SIDE(S). USE W.R. DRYWALL IN WET
AREAS.
FURRING WALL, 3 5/8" METAL STUDS ON EDGE AT 16"o.c.
w/ 5
8" GWB ON EXPOSED SIDE(S).
42" HALF WALL, 35
8" 20 ga. METAL STUD AT 24"o.c. w/ 5
8" GWB ON
BOTH SIDES TOPPED w/ 7" COUNTER TOP.
35
8" 20 ga. METAL STUD AT 16" o.c. w/ 5
8" GWB ON EACH SIDE. REF
TO DETAIL 5/A-1.1. SEE INTERIOR ELEVATIONS FOR HEIGHT.
FINISH EDGE OF WALL
W A L L L E G E N D
GENERAL WALL NOTES:
1.MIN 20 ga. METAL STUDS REQUIRED (MUST PROVIDE
DIAGONAL CROSS BRACING FOR WALLS OVER 16'-0" @ 4'-0"
O.C. SECURED TO STRUCTURE ABOVE ON DROP CEILING
SIDE)
2.ALL FRAMING TO CONTINUE TO BOTTOM OF ROOF/DECK.
MUST BE BRACED TO THE STRUCTURE ABOVE AS REQUIRED
BY CODE.
3.USE MOLD RESISTANT GYP. BOARD FOR ALL RESTROOM,
KITCHEN/BOH, & MOP SINK WALLS.
4.REFER TO SHEET A-3 FOR SCHEDULED FINISHES:
3
16" SUBWAY TILE AND 1
2" COVE BASE.
5.ALL FRAMING AND GYP. BOARD MUST EXTEND TO ROOF/DECK
ON EXTERIOR & DEMISING WALLS.
EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQ'D. GWB
TO EXTEND TO UNDERSIDE OF DECK AT DINING ROOM. MAINTAIN
ANY EXISTING RATINGS.
OPENING INFILL. WALL MATERIALS TO MATCH ADJACENT WALLS.
CONTRACTOR TO INSTALL MTL. STUDS AND BATT. INSULATION
AS NEEDED TO ENSURE FLUSH INTERIOR FINISH.
12'-5"
3 4" FRT PLYWOOD BLOCKING
(CONT. WITHIN STUDS)
B.O. SOFFIT
3'
-
0
"
B.O. CEILING
PROVIDE
5/8"
PLYWOOD
BLOCKING
OVER
STUDS
7'
-
2
"
6'
-
9
"
10
1
/
2
"
5'
-
0
"
SE
E
A
-
2
6"
SE
E
A
-
2
4'-0"
SHELVES
PROVIDED BY
BEVERAGE
COMPANY
WATER
LINE -
SEE P-1
DUPLEX
OUTLET
SEE E-1
1/2" = 1'-0"68
3'
-
7
"
2'
-
0
"
9"
4'-0"
7'
-
1
0
"
9"
9"
1/2" = 1'-0"5
B.O. CEILING
PROVIDE SOLID 2X
WOOD BLOCKING @ 9"
O.C. FOR WIRE GRIDS
PROVIDE SOLID 2X
WOOD BLOCKING IN
STUD CAVITY FOR ALL
WALL MOUNTED
SHELVING
(2) #12 TEK SCREWS
@ EA. STUD
35 8" 20 GA. MTL STUD DIAG.
BRACING @ 48" o.c. SECURED
TO STRUCTURE ABOVE
EXISTING ROOF SYSTEM
TO REMAIN
NOTE TO CONTRACTOR:
VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK. CONTACT
ARCHITECT/ENGINEER FOR APPROPRIATE CONSTRUCTION IF EXISTING
STRUCTURE DIFFERS FROM THAT SHOWN.
3/4" = 1'-0"1A
6"
2'-7"
5"
1'-3 1/2"
DINING
PREP
5/8" GYP. BD. (JOINTS ORIENTED
VERTICALLY AND STAGGERED
FROM OPPOSITE FACE)
(1) 1/2" FLAT WASHERS AND
(2) 1/2" NUTS.
4x4 WOOD FRAMING AT SOFFIT
DOWNRODS AT 48" O.C.
35 8" 20 GA. METAL STUDS AT 16" O.C. -
BETWEEN DOWNROD FRAMING
3/4" PLYWOOD - TOP OF SHELF
5/8" GYP. BD. (JOINTS
ORIENTED VERTICALLY AND
STAGGERED FROM OPPOSITE
FACE).
A.C.T. CEILING
PROVIDE 12" I.D. PVC PIPE
(WHITE) AT THREADED ROD
(TYP.)
3 5/8" METAL STUDS AT 16"
O.C.
1-1/2" x 2" CONT. STAINLESS STEEL
ANGLE CORNER GUARD BY K.E.C.
ELEV. 7'-6"
RODS MUST NOT BE
PAINTED AND STRIPPED OF
PVC LETTERING AND
CAULKED.
METAL STUD TRACKS
5 8" GYP. BD. PAINTED
PT-3
3x3x 14" STEEL ANGLE
CONT. BETWEEN JOISTS
RUNNER TRACK TO BE SECURED
WITH TYPE S SELF TAPPING
STEEL SCREWS @ 8" O.C. EDGES
TAPE AND COMPOUND
OVER JOINTS AND
SCREW HEADS
FINISH AS
SCHEDULED
DOWNLIGHTING
ELEV. 10'-4"
ELEV. 10'-6"6"
MENU BOARD - G.C. TO
INSTALL 3 4" PLYWOOD
BLOCKING WITHIN STUDS
ACROSS ENTIRE ANGLED
MENU SECTION - SEE
DETAIL 3/A-1.1
3"
(2) 12" FLAT WASHERS (2) 12"
NUTS P3008 CHANNEL NUT
P1000 UNISTRUT CONT.
BETWEEN JOIST AS REQ'D
A-1.1
FRAMING PLAN
AND DETAILS
FRAMING PLAN
1/4" = 1'-0"A
1.CONTRACTOR TO SITE VERIFY ALL EXISTING CONDITIONS, CLEAR
HEIGHTS, REQUIRED DEMOLITION, AND CONCRETE SLAB PRIOR
TO BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR
FAILURE TO PROPERLY INCLUDE ALL COSTS / PRICING FOR T.I.
SCOPE OF WORK.
2.VERIFY LAYOUT OF ALL INTERIOR PARTITIONS PRIOR TO FRAMING.
NOTIFY ARCHITECT IMMEDIATELY FOR ALL DISCREPANCIES.
3.SEE DETAIL 5/A-2 FOR CEILING BRACING AT ALL WALL TYPES.
4.SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
5.CONTRACTOR TO SITE VERIFY EXACT FIELD CONDITIONS.
PROVIDE DEMISING WALL/FULL HEIGHT GYP. BD. AS REQUIRED TO
COMPLETE TENANT IMPROVEMENT SCOPE OF WORK.
6.CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED
CONCRETE FLOOR CORING IF REQUIRED FOR NEW
EQUIPMENT/PLUMBING INSTALLATIONS - ALL NEW CONCRETE
SHALL MATCH EXISTING SLAB/FRAMING, SEE 4/A1.
7.DIMENSIONS TO FRAMING. FRAMING PLAN ONLY.
8.REFER TO JJ's BLOCKING CHECKLIST IN BUILD-OUT MANUAL FOR
ADDITIONAL MEASUREMENTS AND DETAILS.
G E N E R A L N O T E S
SOFFIT MENU ELEVATION
NTS3
JI
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25-892-812
03-25-25
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9
o. 502.426.8020 f
. 502.426.0527 box1@bayusdesign.com
25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
NORTH
NOT USED
NOT USED
NOT USED
NOTE:
ALL MEASUREMENT ARE
TAKEN FROM CENTERS OF
LIGHT FIXTURES.
6
8'-0" A.F.F.
C-1
103
UNISEX
102
BACKROOM
C-1
101
PREP
100
DINING
TYP.
1
4'-0"
8'
-
0
"
4'
-
0
"
8'-0"3'-0"8'-0"
1'
-
0
1
/
4
"
2'
-
9
3
/
4
"
4'-9"
4'-7 3/8"
3'
-
8
3
/
8
"
3'
-
5
3
/
8
"
9'-10 1/4"
3'-0 1/8"3'-0 1/8"3'-0 1/8"1'-3 3/8"
2
2
3
A-2
10'-4" A.F.F.
C-1
1
TYP.
10'-4" A.F.F.
C-1
1
TYP.
6
6
3
5
4
4'-1 3/8"
10'-6" A.F.F.
C-3
6
A-2
EQ
.
EQ
.
6
2'-0"
4'-0
"
1. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL
CONFORM TO THE REQUIREMENTS OF ASTM C635-00 FOR HEAVY DUTY SYSTEMS.
2. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND
LAY-IN PANELS SHALL CONFORM TO THE REQUIREMENT OF ASTM C636-00.
3. MAIN RUNNERS AT 4'-0" O.C. CROSS RUNNERS AT 2'-0" O.C.
4. VERTICAL HANGERS TO BE MAX. 8" FROM WALLS.
NO. 12 ga VERTICAL
HANGERS
MAIN RUNNER
MIN. OF THREE TURNS
CROSS RUNNERS
1
1
CONT. 362S162-33
SECURED WITH (2) #10 TEK
SCREWS AT EACH STUD
MA
X
.
S
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'
-
0
"
M
A
X
CONT. 20GA. STUD BRACE
AT WALL AND AT 4'-0" O.C.
WITH (2) SCREWS EACH
CROSSING
362S162-33 MTL. STUD
BRACE AT 48" O.C. WITH
(2) #10 SCREWS EACH END
A-2
5
ONLY APPROVED ABOVE
DROP CEILINGS
EXISTING ROOF
SYSTEM TO REMAIN
SEE 1-1A/A-1.1
FOR CONNECTION
DEFLECTION GAP
#8 WAFERHEAD
FRAMING
SCREWS (TYP.)
SLIPTRACK
SYSTEMS
5 8" GWB OVER
METAL STUDS,
REF. TO WALL
LEGEND ON
FLOOR PLAN
NOTE:
1. REF. TO ELEVATIONS FOR WALL FINISHES
2. G.C. TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK.
CONTACT ARCHITECT/ENGINEER FOR APPROPRIATE CONSTRUCTION IF
EXISTING STRUCTURE DIFFERS FROM THAT SHOWN.
3. REFER TO WALL LEGEND ON FLOOR PLANS FOR INFORMATION ON
STUDS AND DRYWALL CONDITIONS.
WALL PARALLEL TO DECKWALL PERPENDICULAR /
DIAGONAL TO DECK
SLIPTRACK
SYSTEMSLONG LEG RUNNER
5 8" GWB OVER
METAL STUDS,
REF. TO WALL
LEGEND ON
FLOOR PLAN
METHOD
B.O. OF CEILING
EL: AS SCHEDULED
COOLER AND FREEZER NOTES:
NO CEILING TILE ABOVE WALK-IN FREEZER AND
COOLER
CONFIRM CEILING HEIGHT FOR DIRECT
MOUNTED COMPRESSORS TO BE A MINIMUM
OF 3'-0" ABOVE WALKINS. (CLEAR SPACE) .
CONFIRM CEILING HEIGHT FOR REMOTE
MOUNTED COMPRESSORS TO BE A MINIMUM
OF 6" ABOVE WALKINS. (CLEAR SPACE).
RETURN GRID TO TOP OF BOXES & INSTALL
GRID WITH TILES FOR ENCLOSURE PANELS,
PROVIDE CLIPS TO HOLD IN PLACE. CAULK
BOTTOM EDGE TO FREEZER AT COOLER.
INSTALL SUGGESTED MANUFACTURER CLIPS.
PROVIDE EGG-CRATE GRILLS OR EQUAL FOR
ADEQUATE VENTILATION PER MANUFACTURER
SUGGESTED SPECIFICATION.
CEILING AS SCHEDULED
VERTICAL ATC, PROVIDE
HOLD DOWN CLIPS AS
REQUIRED
COOLER/FREEZER
THREADED ROD
LATERAL BRACES AS
NEEDED
TIE CONDUIT TO
THREADED ROD
SET HEIGHT AT PAINT LINE
SEE INTERIOR ELEVATIONS
UNISTRUT, SIZE AS
NEEDED FOR SPAN-
CONNECT TO BAR
JOISTS
TRACK LIGHTS
SECURED TO
UNISTRUTS
5/8" GYP. BD. FINISHED
W/ WT-1 TILES
3 5/8" METAL STUD
FRAMING AT 16" O.C.
FASTENED TO EXISTING
STRUCTURE ABOVE
6"
6"
ELE
SEE RCP
SEE RCP
B.O. BULKHEAD
ELE
SEE RCP
A-2
REFLECTED CEILING
PLAN AND DETAILSREFLECTED CEILING PLAN
1/4" = 1'-0"A
SUSPENDED CEILING
N.T.S.1
STUD WALL BRACING
1" = 1'-0"2
SLIP TRACK AT DECK
1" = 1'-0"4
C E I L I N G P L A N
K E Y E D N O T E S
G E N E R A L N O T E S
1.CONTRACTOR TO PROVIDE CIRCUITS FOR STOREFRONT SIGNS -
COORDINATE WITH SIGNAGE SHOP DRAWINGS.
2.ALL LIGHTS IN FOOD PREPARATION AREAS, COOLERS, FREEZERS,
STORAGE AND BACK ROOMS ARE TO BE SHIELDED.
3.RETURN GRID TO TOP OF BOXES & INSTALL GRID WITH TILES FOR
ENCLOSURE PANELS, PROVIDE CLIPS TO HOLD IN PLACE. CAULK
BOTTOM EDGE TO FREEZER AND COOLER. INSTALL SUGGESTED
MANUFACTURER CLIPS. PROVIDE EGG-CRATE GRILLS OR EQUAL
FOR ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED
SPECIFICATION.
4.SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
5. DIMENSIONS ARE FROM INTERIOR FACE OF EXISTING FINISHES AT
EXISTING WALLS AND FACE OF FINISH MATERIAL AT NEW STUD
WALLS.
6. REFERENCE SHEET E-2 FOR REQUIRED LIGHTING FIXTURE SPECS &
HEIGHTS.
7. CEILING GRID MUST ATTACH TO WALL TILE AT SPECIFIED HEIGHT
PER A-2.
8. SCRIM CEILING (SWA)/EXPOSED INSULATION IS NOT APPROVED
ACT CEILING - COORDINATE WITH LIGHTING AND MECHANICAL
ITEMS. ANY EXPOSED STRUCTURE AND OVERHEAD ITEMS NOT
PAINTED.
NO CEILING / TILE ABOVE COOLER / FREEZER- OPEN TO DECK.
SUSPENDED CEILING GRID ABOVE SOFFIT - SEE 2/A-2.
ALIGN FACE OF SOFFIT AND FACE OF FULL HEIGHT PARTITION.
SOFFIT WALL FRAMING MUST ALIGN VERTICALLY WITH THE
FRAMING OF CASH COUNTER AND KNEEWALL BELOW.
ADD HEADER FROM ABOVE STOREFRONT WINDOW IF BOXES
AND CONDUITS CAN'T BE RECESSED IN THE EXISTING WALL.
ALL JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL
SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE
ACHIEVED. IF HEADER IS REQUIRED THEN FURR WALL ABOVE
EVERY STOREFRONT WINDOW WITH 5/8" GYP. BD. ON 3 5/8"
METAL STUDS. BULKHEAD STARTS AT TOP OF WINDOW
OPENING.
CONTRACTOR TO ADJUST CEILING HEIGHT ABOVE W/H IN
ORDER TO PROPERLY COORDINATE REQUIRED PIPING
CONNECTIONS - SEE 4/A-2.
ACT CEILING TO BE HELD AS TIGHT TO BOTTOM OF RAFTERS
AS POSSIBLE. COORDINATE WITH LIGHTING AND MECHANICAL
ITEMS. ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS TO
BE PAINT PT-2.
HVAC UNIT PLATFORM ABOVE- SEE 6/A-1 AND ELEC.
DRAWINGS.
1
2
3
4
5
6
S Y M B O L S L E G E N D
X
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
X DOORS
X CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
JI
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J
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25-892-812
03-25-25
SM
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o. 502.426.8020 f
. 502.426.0527 box1@bayusdesign.com
25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
G.C. TO ENCASE EXISTING BEAM EXPOSED BELOW CEILING
WITH 5/8" GWB PAINTED PT-3
CEILING AT TRANSITION
1/4" = 1'-0"3
TRACK LIGHT SUPPORT DETAIL
1" = 1'-0"5
BULKHEAD DETAIL
1 1/2" = 1'-0"6
NORTH
PA
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PL
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GLOSS WHITECERAMIC TILE 3x6 PREP, DINING ROOM - BUTTED TIGHT & GROUTED
-
DALTILE
FL
O
O
R
F
I
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MARK COLOR
FINISH SCHEDULE
MODEL NO.MATERIAL MANUFACTURER STYLE DESCRIPTION
BA
S
E
CE
I
L
I
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G
FF-3
PL-1
WT-1
FF-5
WT-7 5038 AVALANCHEWALL GROUT KITCHEN & BATHROOMS - USE WITH WT-1, WT-2, & WT-3UNSANDED GROUT
ARCTIC WHITE
A P P R O V E D V E N D O R L I S T
VENDOR RESPONSIBILITY
FLOORING AND WALL TILE
THERE WILL BE ABSOLUTELY NO ACCEPTED SUBSTITUTIONS, COLOR MATCHES OR ALTERNATIVES TO THESE PAINT AND FINISH MATERIAL
SPECIFICATIONS. ALL PAINT MUST BE PER MANUFACTURER, COLOR, FINISH/SHEEN AS INDICATED IN THESE CONSTRUCTION DOCUMENTS.
PLASTIC LAMINATE NERO INGOJ0720FENIX-CUSTOMER COUNTER AS NOTED. PROVIDE 6"-8" LARGER CUT IN FIELD
QUARRY TILE 6" X 6" FLOOR TILE WITH 3/16" JOINTS
ASHEN GRAY0T03QUARRY COVE BASE DALTILE 6" X 8" BULLNOSE INTEGRAL COVE BASE ATWB-1 ALL WALLS & MILLWORK IN PREP - BACKROOM
ALABASTER7008SATIN PREP DOORS AND FRAMES, PREP SIDE OF SOFFITPT-3
AGGER GREYQUARTZ SURFACE CAESARSTONE CUSTOMER ORDER COUNTERTOPQZ-J-2
FLOORING SURFACES, INC.
(NO SUBSTITUTION)
CONTACT: ROB CLAPPER
401 EAST MERCURY
CHAMPAIGN, IL 61822
PHONE: 217.398.1990
FAX: 217.398.9007
E-MAIL: rob@fsi-1.com
DRAS CASES
CONTACT: JOSH FLATTUM
880 NORTH LAKE STREET
LAKE MILLS, IA 50450
PHONE: 507.402.4812
E-MAIL: josh@drascases.com
COUNTERS / MILLWORK
TRICORN BLACKSW6258SHERWIN WILLIAMS SEMI-GLOSSPT-7
PT-8 REALIST BEIGESW6078SHERWIN WILLIAMS SEMI-GLOSS EXTERIOR - CORNICE E.I.F.S.
PT-2 DINING RM CEILINGS - OVERHEAD ITEMS
1006
SEE DESCR.FF-1 CONSOLIDECK SEE DESCR.CLEAR
ASHEN GRAYQUARRY
WB-2
-
DALTILE 0T03
KEC DESIGN
(NO SUBSTITUTION)
301 MERCURY DR.
SUITE 1
CHAMPAIGN, IL 61822
PHONE: 217.356.1640
FAX: 217.356.1661
E-MAIL: projects@kecdesign.com
WA
L
L
T
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E
PAINT
PAINT
PAINT
PAINT
3/16" GROUT JOINTS - PREP FLOOR/BASE - DINING FLOOR WHEN USING FF-5
GRIND/SCRAPE FLOOR CLEAN. APPLY CONSOLIDECK LS DENSIFIER.
C-1
VENDOR RESPONSIBILITY
CEILING TILE --PREP & DINING - 2'x4' GYPSUM BOARD, 1/2" THICK - WHITE - VINYL SURFACE-
GLOSS BLACKCERAMIC TILE 3x6 DINING ROOM - BUTTED TIGHT & GROUTEDDALTILEWT-3 BLACK BRIGHT
CONCRETE
FF-4
EXTERIOR - CORNICE E.I.F.S.
FF-2
METROPOLITANPANARIA CERAMICA 23 3/4 x 23 3/4 INFUSED
FLOOR GROUT
PORCELAIN TILE DINING & RESTROOMS WHEN CONCRETE SLAB IS NOT USABLE 3/16" JOINTS
MAPEI GROUT SANDED GROUT CHARCOAL-
3/16" GROUT JOINTS - DINING & RR WALL BASE TILE
WB-3 TILE INTEGRAL COVE BASE DALTILE DL28 BLACK 3/16" GROUT JOINTS THROUGHOUT RESTROOMS WHEN FF-5 IS USED
-
SP
E
C
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FI
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H
-
6 x 12 COVED BASE
WT-6 GLOSS WHITECERAMIC TILE 6x6DALTILEARCTIC WHITE RESTROOM - BUTTED TIGHT & GROUTED
POLISH CONCRETE TO 800 GRIT LEVEL. APPLY 2 COATS CONSOLIDECK
POLISHGUARD. FINAL POLISH W/ 800 GRIT. FILL ALL EXPANSION JOINTS
FLOOR GROUT BOSTIK SANDED GROUT BLACK
MAPEI GROUT
COUNTERS / MILLWORK
MIDWEST CABINET CO., INC.
CONTACT: SCOTT TETER
1674 INDUSTRIAL AVENUE
OTTAWA, KS 66067
PHONE: 785.242.8181 EXT. 17
FAX: 785.242.8183
EMAIL: steter@midwestcabinet.com
TRICORN BLACKSW6258SHERWIN WILLIAMS EGGSHELLPT-6 PAINT
BEHIND MENU BOARD ON SOFFIT (MUST BE SATIN AND NON-LOW VOC)
WT-6A 3x6ARCTIC WHITE MEN'S RESTROOM - BUTTED TIGHT & GROUTED - CUSTOM PRINTCERAMIC TILE DALTILE GLOSS WHITE
WITH A POLYUREA, SEMI-RIGID JOINT FILLING COMPOUND. FOLLOW ALL
MFR. GUIDELINES
WESTCHESTER GRAYSHERWIN WILLIAMS EGGSHELL2849
REAL RED6868SHERWIN WILLIAMS EGGSHELLPT-5 PAINT DINNING SIDE OF SOFFIT, EXTERIOR- BOLLARDS & D-T CURB
GRAY MATTERS7066SHERWIN WILLIAMSPT-4 PAINT DINNING WALLSEGGSHELL
SHERWIN WILLIAMS
RESTROOM DOOR FRAMES AND OTHER DOOR FRAMES WHEN IN DINNING.
WC-1 "JJ" WALLPAPER WALL COVERING PROVIDED BY ARTWORK VENDOR. INSTALLED BY G.C.
C-2 EXPOSED DINING ROOM PT-2WESTCHESTER GRAYSHERWIN WILLIAMS EGGSHELL2849
EQUIPMENT,
FURNITURE,
PLUMBING FIXTURES,
AND LIGHTING
DEANS GRAPHICS
CONTACT: BRANDON CHRISTIE
3103 RESEARCH RD.
CHAMPAIGN, IL 61822
PHONE: 217.363.1390
E-MAIL: brandonc@deans-graphics.com
VENDOR
ARTWORK / WALL GRAPHICS
RESPONSIBILITY
C-3 DINING ROOM- 2'X2' UNPERFORATED TILE - SQUARE EDGE- 5/8"NON- PAINTEDUSGCLIMA-PLUS/ #8221ASTROCEILING TILE
C-4 DINING ROOM PT-2WESTCHESTER GRAY
SHERWIN WILLIAMS EGGSHELL28495/8" GYPSUM BOARD
TILE BASE 6X24X5/16 DL28 BLACKDALTILE
DELEGATE USE AT POLISHED CONC FLOOR-3/16 GROUT JOINTS THROUGHOUT DINING
AND RESTROOMS-G-1. WHEN FF-5 IS USED- USE WB-3 COVE BASE WITH TRIMBLACK
WB-4 COVE FILLET STRIP #44ROPPE BLACK-USED AT RESTROOM WHEN POLISHED CONCRETE FLOOR (FF.J.1)&(WB.J-2)
PL-2 PLASTIC LAMINATE 845-90 SPECTRUM REDFA C-CORE2FORMICA GLOSS CUSTOMER COUNTER AS NOTED. PROVIDE 6"-8" LARGER CUT IN FIELD
PL-3 PLASTIC LAMINATE FA 949-58 -WHITE USED AT MILLWORK AND WHERE INDICATED ON PLANS
EDGE-1 1MMEDGEBAND MATCH PL-1
EDGE-2
EDGE-3
P-LAM SELF EDGE
0.5MM VENEER EDGEBAND
CHARTER
CHARTER
CHARTER
1MM PVC
C-CORE2
0.5MM
-
-
-
PLANKED URBAN OAK
MATCH NERO INGO
BIRCH VENEER
FENIX EDGES
CUSTOMER ORDER COUNTERTOP EDGE
CUSTOMER ORDER COUNTER
ARTWORK OR APPROVED INSTALLER
FF-6 DELEGATE BLACKDALTILETILE
MATTE FINISH
12X24, 6X24 DL28 BLACK3X24 BULLNOSE
USED AT PLATFORM FLOOR UNDER DISPLAY COOLER IN MILLWORK BY GC
BULLNOSE AT EXPOSED EDGE
BRICK BR-1 BRICK ROSEWOOD BLENDBELDEN BRICK (IF APPLICABLE TO EXTERIOR SCOPE)MORTAR TO BE STANDARD GREYJUMBOA-06-14
E.I.F.S EIFS-1 E.I.F.S --(IF APPLICABLE TO EXTERIOR SCOPE)EXTERIOR CORNICEFINE FINISH-
WOOD WD-2 3/4" VENEER PANEL BIRCH VENEERMILLWORK VENDOR PICKUP SHELVESMDF CORESHOP
STANDARD
FRP-1 FIBERGLASS S-100 - S/2/S SMOOTH FINISH WHITEMARLITE
REINFORCED PLASTIC
BACK-OF-HOUSE WALLS - PREP SIDE OF MILLWORK WHEN SITE BUILT
OUTSIDE CORNER TRIM MUST BE 1-1/2" X 1-1/2" NON-INTEGRATED
FRP-2 DECORATIVE FRP SYMMETRIX SUBWAY GLOSS WHITE BRICKMARLITEBRICK PANEL SYSTEM
WALL FINISH OPTION(IF APPLICABLE)
SMARTSEAM PATTERNWHITE W/GREY GROUT
LINES
FRP-3 DECORATIVE FRP SYMMETRIX SUBWAY GLOSS BLACK BRICKMARLITEBRICK PANEL SYSTEM
WALL FINISH OPTION(IF APPLICABLE)
SMARTSEAM PATTERNBLACK BRIGHTW/GREY
GROUT LINES
SAFETY RED-PITTSBURGH SEMI-GLOSS EXTERIOR - BOLLARDS & D-T CURBPT-9 PAINT
FI
B
E
R
G
L
A
S
S
PA
N
E
L
S
REAL RED
DELEGATE
BLACK
D
A-3
D
A-3
D
A-3
D
A-3D
A-3
D3
A-3
E
A-3
E
A-3FF-1
103
UNISEX
6
FF-1
100
DINING
6
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3G
A-3
G
A-3
G
A-3
G
A-3
101
PREP
FF-4
FF-3
102
BACKROOM
FF-4
FF-3
4
COUNTERS TO BE
INSTALLED ON THE
SUBSURFACE
PRIOR TO THE TILE
INSTALLATION,
SEAL CONCRETE
BELOW CABINETS.1
7 9
1
A-6
2
A-6
3
A-6
4
A-6
5
A-6
6
A-6
1
A-7
2
A-7
3
A-7
4
A-7
5
A-7
6
A-7
7
A-7
8
A-7
9
A-7
10
A-7
11
A-7
12
A-7
13
A-7
16
A-7
18
A-7
14
A-7
17
A-7
19
A-7
20
A-7
A
A-3
15
A-7
18 1010
13
3
3
19
5/8" MOLD RESISTANT GYP.
BD., ASTM C36 OR C630 IN
DINING RM. AND CEMENT
BACKER BD. UP 12" IN WORK
AREAS AND RESTROOMS.
FRP-1
COVE BASE- INTEGRAL TO
FLOOR TILE TYP WITH
BULLNOSE AT TOP
WB-1
RESTROOM BASE & WALL TILE BACKROOM BASE & FRP
G 112" = 1'-0"
FF-4
SEALANT
SEE CEILING PLAN
CERAMIC COVE BASE (WB-1,
PURITAN GRAY) INSTALLED ON
TOP OF WALL TILE (INTEGRAL
COVE BASE BULLNOSE)
5/8" MOLD RESISTANT GYP. BD.,
ASTM C36 OR C630 IN DINING
RM. AND CEMENT BACKER BD.
UP 12" IN WORK AREAS.
CERAMIC TILE - SEE
ELEVATIONS FOR COLORS
TI
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WB-1
WALL TILE EXTENDS
TO CEILING
KITCHEN BASE & WALL TILE
C 112" = 1'-0"
FF-4 SE
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6"x24"X5/16" TILE BASE
POLISHED SEALED
CONCRETE
CERAMIC TILE - SEE
ELEVATIONS
WB-2
SE
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5/8" GYP. B.D. (PRIME)
BULLNOSE TILE AT TOP
ROW
5/8" GYP. B.D.
DINING RM WALL TILE
D3 112" = 1'-0"
FF-1
SEALANT AT FLOOR
TOP OF TILE
SEE ELEVATIONS
RESTROOM BASE & WALL TILE
PORCELAIN TILE -
BULLNOSE - INSTALLED
ON TOP OF WALL TILE
POLISHED SEALED
CONCRETE
CERAMIC TILE - SEE
ELEVATIONS
WB-2
SE
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S
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5/8" GYP. B.D. (PAINT AS
REQUIRED)
BULLNOSE TILE AT TOP
ROW
5/8" GYP. B.D.
DINING RM WALL TILE
D2 112" = 1'-0"
BASE TILE CUT TO 1" BEHIND
SODA CABINET
TI
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S
POLISHED SEALED CONCRETE
RESTROOM BASE & WALL TILE
E
5/8" MOLD RESISTANT
GYP. BD., ASTM C36
OR C630 IN DINING
RM. AND CEMENT
BACKER BD. UP 12" IN
WORK AREAS AND
RESTROOMS.
WT-6
WB-2
COVE BASE - ROPPE
- #44 FILLET STRIP -
COLOR: BLACK
112" = 1'-0"
BULLNOSE - INSTALLED
WB-4
FF-1FULL BED OF SEALANT
SEE CEILING PLAN
COVE BASE- INTEGRAL TO FLOOR 6"x24"X5/16" TILE BASE
POLISHED SEALED
CONCRETE
CERAMIC TILE - SEE
ELEVATIONS
WB-2
SE
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5/8" GYP. B.D. (PAINT PER
ELEVATIONS)
BULLNOSE TILE AT TOP
ROW
5/8" GYP. B.D.
DINING RM WALL TILE
D 112" = 1'-0"
FF-1
SEALANT AT FLOOR
TOP OF TILE
PAINT TRANSITION LINE
SEE ELEVATIONS
SEE ELEVATIONS
5/8" GYP. B.D. (PT-2)
7 3/8"
7 3/8"
1
1
/
4
"
3'
-
6
"
1/2" x2" HORZ BATTEN
QZ.J-2
FRP-1 ON 3/4"
SUBSTRATE SENT
LOOSE- MY MW
VENDOR
BASE BY MW VENDOR
DINING RM / PREP - HALF WALL
A 112" = 1'-0"
PREP SIDE DINING SIDE
FF-4
FF-1
WB-1
BY MW VENDOR
DIE WALL
FURNISHED BY
MW VENDOR
INSTALLED BY GC
1/2" x 2" HORIZONTAL
BATTEN
4"
P-LAM P PANEL
PT BASE BY MW VENDOR
SECURE TO SLAB BY GCSHIM AS NEEDED
1 7/8"3 7/8"1 5/8"
5 1/4"
A-3
FLOOR FINISH
PLAN AND SCHEDULE
FLOOR FINISH PLAN
1/4" = 1'-0"1
S Y M B O L S L E G E N D
X
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
X DOORS
X CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
K E Y E D N O T E S
15
1
2
3
4
6
7
START BULLNOSE QUARRY BASE TILE ON BOTH SIDES OF PREP
OPENING. CUT FIRST ROW OF QUARRY FLOOR TILE TO WIDTH
OF BULLNOSE BASE TILE.
NO FLOOR TILE UNDER MOP SINK.
PROVIDE (2) COATS SEALER AT ALL EXPOSED CONCRETE.
NO FLOOR TILE UNDER COOLER/ FREEZER. PROVIDE (2) COATS
SEALER.
OUTLINE OF MILLWORK. (NO FLOOR TILE).
GROUT IN ALL PREP FLOOR TILE AREAS SHALL BE FF-3 (TYP.)
GRIND/SCRAPE FLOOR CLEAN. APPLY CONSOLIDECK LS
DENSIFIER. POLISH CONCRETE TO 800 GRIT LEVEL. APPLY 2
COATS CONSOLIDECK POLISHGUARD. FINAL POLISH W/ 800
GRIT. FILL ALL EXPANSION JOINTS WITH A POLYUREA,
SEMI-RIGID JOINT FILLING COMPOUND. FOLLOW ALL MFR
GUIDELINES.
PROVIDE FLOOR TRANSITION - INSTALL SCHLUTER RENO-RAMP
- ALIGN LOW END OF RAMP TO BE FLUSH WITH MILLWORK -
FLOAT AS REQUIRED.
CUT WALL BASE TILE (BEHIND SODA CAB'T ONLY) TO 1" TALL TO
ALLOW SODA CAB'T TO SIT FLUSH AGAINST WALL TILE.
OUTLINE OF THE SODA CABINET. DO NOT INSTALL BASE TILE
ON SODA CABINET.
FLOOR TRANSITION LINE - INSTALL SCHLUTER SCHIENE TO
CAP END OF QUARRY TILE.
SEE SHEET A-3.1 FOR CORE DRILL LOCATIONS.
BASE TILE IS TO BE CUT TIGHT TO FIT AROUND BASE OF WALL
HUNG TOILETS. DO NOT INSTALL TOILETS ON TOP OF BASE
TILE.
SEE SHEET A-10 FOR CORE DRILL LOCATION.
.
BASE TILE MUST NOT BE INSTALLED BETWEEN SS SODA
CABINET AND WALL. EXTEND SUBWAY TILE TO FLOOR.
TILE (WT-4) ON END OF MILLWORK TO BE INSTALLED AFTER
CASH COUNTER (ABOVE) AND/OR SODA CABINET(ABOVE AND
BELOW, IF APPLICABLE)
SUBWAY TILE TO BE INSTALLED ABOVE COUNTER ONLY
EXTEND SUBWAY TILE TO 7'-6" BEHIND SODA CABINET - SEE
ELEVATIONS FOR FULL EXTENT
HALFWALL MILLWORK BY MILLWORK VENDOR
PROVIDE FLUSH TRANSITION - FLOAT AS REQUIRED
FLOOR TILE TO EXTEND BENEATH MILLWORK TO WALL
FRAMING ADD BASE TILE.
NO WB-3 INSTALLED ON TOP OF PLATFORM.
9
10
11
13
14
JI
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03-25-25
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9
9
o. 502.426.8020 f
. 502.426.0527 box1@bayusdesign.com
25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
NOT USED
NORTH
5
8
12
16
17
G E N E R A L N O T E S
1.ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL WALL FINISH
PRIOR TO INSTALLATION. ALL FLOORING FINISH MATERIAL
SHALL BE INSTALLED AFTER MILLWORK INSTALLATION.
2.COORDINATE WITH PLUMBING DRAWINGS FOR ALL FLOOR
DRAINS AND CLEAN OUT LOCATIONS.
3.ALL FLOOR JOINTS AND QUARRY TILE JOINTS SHALL BE 3/16".
4.ALL CABINETS (EXCEPT STAINLESS STEEL SODA CABINET) MUST
BE INSTALLED ON SUBSURFACE PRIOR TO TILE.
5. WHEN FLOOR TILE MUST BE INSTALLED ON WOOD SUBSTRATE,
INSTALL 1/2" DUROCK IF NOT PRESENT. IF EXISTING ENSURE IN LIKE
NEW CONDITION OTHERWISE REPLACE APPLICABLE SHEETS.
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
18
NOT USED
NOT USED
NOT USED
NOT USED
19
101
PREP
100
DINING
13
131212
22
75
16D
16
39
39
2919
2833
15A
29 19
28 33
14A
8
3
2A
2
14F
14F
71
8A
14.5 27 71
39
8
18
50
49
5B 911
3
35
310
3
3
14K
33
30.2
33
33
33
33
30.3
33
33
33
40
58
16A
102
43
14A
50
107A 108A
76
77
7879
78
72A 73
72A 73
24H
24E
24H
24H
24G
84
83
85
86
82
87
81
97
91
92
87
96
88
89
90
99
42
1
93
23
23C
454
23C
23C
23C
23C
23C
23C
23A
23D
23D
23D
23D
24M
24M
41
41
41
16B
53
53
53
53
FE 7
FE 7
41
6
54
55
24N
5
11B
38A
38
32A
32A
32A
36
36F
68
2
6
FE
7
4
34
102
BACKROOM
103
UNISEX
FIXTURE & EQUIPMENT PLAN NOTES:JJ EQ
U
I
P
.
N
O
QU
A
N
T
I
T
Y
EQUIPMENT NAME
FR
A
N
C
H
I
S
E
E
AVAYA 2554 FEATURE PHONE
DRIVER SHELF
ICE/BEVERAGE UNIT
SNEEZE GUARD
CUP DISPENSERS
SIDE LOADING BREAD RACK
91" REFRIG. PREP TABLE AND
COUNTERTOP STYLE
DESK AND SHELVES
34" HIGH CASH MILLWORK & COUNTER
12"x 91" S.S. OVERSHELF
BAG-N-BOX CARBONATE STOR.
BULK C02 SYSTEM
SURFACE MOUNT FILL BOX
EL
E
C
.
R
E
Q
.
ME
C
H
.
R
E
Q
.
PL
U
M
B
.
R
E
Q
.
METRO SEAL RACKS FOR COOLER
DUNNAGE RACKS FOR FREEZER
STANDING COUNTER POST
CUNO #15 WATER FILTER
SOFFIT MOUNTED MENU BOARD (30" X 120")
REFER TO ELECTRICAL DRAWINGS
120V (INSTALL DATA/POWER OUTLETS INSIDE CABINET)
REFER TO CABINET DRAWINGS
PROVIDED BY KEC EQUIPMENT - SEE 4/A-1.1
120V - CORD AND PLUG (C&P) (INSTALL OUTLET IN CABINET)
PROVIDE SOLID BLOCKING- SEE ELEVATIONS & DETAIL B/A-10
REFER TO PLUMBING DRAWINGS
31"-24"-31" CONFIGURATION
1/2" C.W.
120V - 1/2 HP - CORD & PLUG
PROVIDE IN WALL BLOCKING
TRASH RECEPTACLE
BATHROOM ACCESSORIES - NEW REFER TO PLUMBING DRAWINGS AND SHEET A-5
120 VAC, 60 HZ, 2 AMPS - VERIFY EXACT LOCATION.
MANUFACTURER
CO
N
T
R
A
C
T
O
R
LA
N
D
L
O
R
D
AVAYA
MILLWORK VENDOR
CUSTOM
KEC
KAIRAK
-
QUANTUM
-
-
-
NEXEL
NEXEL
UNIVERSAL
CUNO
-
BOBRICK - ZURN
2
2A
3
4
5
5B6
8
9
10
11
12
13
14A
16
16A
16B
18
19
22
23C
23D
27
29
33
34
35
36F
39
40
41
42
43
44
45
3/8" COND. DRAIN - 1" BIN DRAIN
PROVIDE IN WALL BLOCKINGSAN JAMAR28
F I X T U R E A N D E Q U I P M E N T S C H E D U L E
SEE SHEET A-9.1
VERIFY EXACT LOCATION IN FIELD
ENSURE EASY ACCESS TO THIS FILTER CARTRIDGE
MOUNT TO WALL- TOP @ 8'-0" A.F.F..- SEE PLUMBING SHEETS
HOSHIZAKI1 DOOR REACH - IN REFRIGERATOR W/ 10 PANS 115V (RECEPT. @ 72" A.F.F.)
120V - CORD AND PLUG (C&P)-(INSTALL OUTLET ON WALL NEAR
MACHINE. SEE SHEET E-1) COKE TO PROVIDE S/S STAND
8' x 7' x 8'-6" TALL WALK-IN FREEZER W/ ELECTRIC DOOR
14' x 7' x 8'-6" TALL WALK-IN COOLER W/ ELECTRIC DOOR
23
23A
ICED TEA BREWER
SEAMLESS STAINLESS STEEL ICED TEA DISPENSER
120V - CORD AND PLUG (C&P)-(INSTALL OUTLET IN CABINET) 1800
WATTS, 15 AMPS, 5-15 RECEPTACLE49
50
POS TERMINAL
STAINLESS 60"X30" S.S. TABLE
STAINLESS STEEL BOX CONSTRUCTIONPART # 9722279 BRASS FILL FITTING.
STAINLESS HAND SINK w/ FAUCET
-
UPDATE
38
HCS-2 COAT RACK GAMCO
OUTDOOR DRIVE-THROUGH MENU BOARD
OUTDOOR DRIVE-THROUGH SPEAKER POST AND MIC 120 VAC, 60 HZ, 2 AMPS - VERIFY EXACT LOCATION.
SEE D/A11
SEE B/A11
ADA ACCESSIBLE CHAIRS
MOP RACKS
STAINLESS STEEL CORNER GUARDS
KEC
ON OUTSIDE CORNERS OF TILE IN PREP AREA
BIZERBA#GSP-HD ELECTRIC SLICER
BUNN-O-MATIC
BUNN-O-MATIC
UNDER COUNTER TRASH RECEPTACLE
DELFIELD SS SODA CABINET - 59" FINISHED DELFIELD 1475723
CORE DRILLED - SEE SHEET A-10
32A BARSTOOLS (MOVABLE)
208/220V/1PH HP-WIRE TO J-BOX
208/220V/1PH HP-WIRE TO J-BOXKOLPAK
KOLPAK
SPEAKER53
VOLUME CONTROL54
2
4
3
1
7
1
3
2
1
1
8
3
2
2
1
4
7
1
1
1
2
1
1
2
2
2
1
1
1
1
1
1
6
1
2
55 RECEIVER
1
1
1
2
1
4
1
1
MUST BE MOUNTED AT +10'-0" AFF. SEE COM-1.
MUST BE AT MANAGER'S DESK. SEE COM-1.
MUST BE AT MANAGER'S DESK. SEE COM-1.
8A 1 FREESTANDING ICE/BEVERAGE UNIT LANCER 2300
SAN JAMAR
14F
2 STAINLESS 24"x30" S.S. TABLE
120V-1/2 HP
15A 1 4 DECK OVEN/PROOFER COMBINATION
2
24E 18"x48" WIRE SHELVING UNITS1
24G 18"x60" WIRE SHELVING UNITS1
24H 18"x72" WIRE SHELVING UNITS3
36 1 1'-6" X 6'-0" X 42" H COMMUNITY TABLE REFER TO CABINET DRAWINGS AND SHEET A-10
1'-6" X 4'-0" X 42" H COMMUNITY TABLE REFER TO CABINET DRAWINGS AND SHEET A-10
PIPER PRODUCTS 208V - 3 PH - LOCK OUT BREAKER
ELKAY
ADA STANDING COUNTER POST 38A 2 CORE DRILLED - SEE SHEET A-10
14.5 1 STAINLESS 96"x30" SLICER TABLE
KEC
RUBBERMAID
-
-
-
-
-
S3ET CLASSICS - OPEN TOP - 94L/25G
KEC
KEC
KEC
KEC
14K 1 STAINLESS 24"x60" S.S. DELIVERY TABLE JOHN BOOS
30.2 LOW TABLE FOR 4 (42" x 24")2 KEC
QUANTUM
QUANTUM
QUANTUM
JOHN BOOS
JOHN BOOS
JOHN BOOS
KEC
KEC
KEC
KEC
KEC
42" HIGH HALF WALL MILLWORK REFER TO CABINET DRAWINGS5B1
16D CARBONATOR COKE2 SEE DETAILS ON A-1.1 AND P-1
120V-1P - WIRE TO J-BOX
120V-1P - WIRE TO J-BOX
SOAP DISPENSER- INTERNATIONAL 32
PAPER TOWEL DISPENSER -T1755TBK
58 PICKUP SHELF 36" x 12"1 KEC
11B TABLE MOUNTED CUP DISPENSERS2 SAN JAMAR
IDW WATER COOLER BELOW FRONT COUNTER - 115VIDW
PROVIDE BLOCKING FOR SHELVING BRACKETS AND WIRE GRID
BRACKETS, SEE ELEVATIONS
METRO685'-0"x14" METRO WIRE SHELVING WITH 33PDF POST & BRACKET ASSEMBLY1
MILLWORK VENDOR
MILLWORK VENDOR
N12DIPHSVE-R45-751 BR MOMENTS MIRROR FINISH. REQUIRES
BASE BY G.C.
NELSON72ADIPPING CABINET 67"W x 30"D 12 FACINGS2
90022732BUILD-ITDIPPER WELL FOR DIPPING CABINET
T30HSP(LEFT HAND HINGE) 1 SECTION, 1 DOOR, PERF. VALID.75 1 GLOBALHARDENING CABINET
72"W x 31"D BR000452761STAINLESS STEEL CAKE PREP TABLE MIDDLEBY
FABRICATION
20030771TUB CUTTER KIT BUILD-IT
78 2 36" W FLAT SOLID SHELVING METRO 1436FS
79 1 STAND MIXER KITCHEN AID KSM8990WH 8 QUART
81 1 BANANA TREE BUILD-IT 20045
82 1 SCALE DETECTO DM15
83 2 WARMER SERVER 82155 CUSTOM PUMP FOR HOT FUDGE AND CARAMEL PRALINE
PRODUCTS
84 1 WAFFLE MERCHANDISER LD 130-204 W/ DOOR AND REMOVABLE SHELVES
PLASTICS
85 1 WAFFLE CONE BAKER KIT COBATCO MD-10INC
86 1 SINGLE DIPPING CHOCOLATE WARMER 92000SERVER
PRODUCTS
87 4 COUNTERTOP LID DISPENSER CTLD-22 STAINLESS STEELDISPENSE-
RITE
88 1 DAIRY AND SYRUP DISPENSER AC220-FP-8 SURE SHOT REFRIGERATEDAC
DISPENSING
89 1 CUP RACK 6019277WASSERSTROM
90 1 ICE CADDY ICS100L191 GRANITE GREYCAMBRO
91 1 WIRE LID HOLDER WR-4DISPENSE-
RITE
92 1 VERTICAL WIRE RACK CUP ORGANIZER WR-CT-4DISPENSE-
RITE
93 1 SUNDAE CENTER MST-28 27 1/2"W x30"D x 37"H, WITH CASTERSTURBO AIR
96 1 UNDER COUNTER REFRIGERATOR MUR-28-N-1CTURBO AIR
97 1 60" WORK TABLE DB306034WT
WITH CASTERS AND SHELVINGMETRO
99 1 DUMP SINK W/ DRAIN SHELF FRANKE LEFT HAND 18019858
102 TWO GLASS DOOR MERCHANDISER1 TURBO AIR TGF-49-B-N
107A STAINLESS LEG 28"D4 STAINLESS LEG-S-28
108A ICE MACHINE1 METRO D-970
71 MERRYCHEF CONNEX 12 WELBILT2
24M 24"x60" WIRE SHELVING UNITS3 QUANTUM
24N 24"x36" WIRE SHELVING UNITS3 QUANTUM
5'
-
0
"
M
A
X
.
44
45
44
SEE SHEET A-11 AND A-12 FOR
ACTUAL LOCATION OF DRIVE
THRU MENU/ ORDER BOX
A-4
EQUIPMENT PLAN
AND SCHEDULE
K E Y E D N O T E S
1
2
3
4
5
6
7
ELECTRICAL PANELS.
A.D.A. ACCESSIBLE SEATING.
HAND SINK WITH SOAP AND PAPER TOWEL DISPENSER WITH 6"
S/S SPLASHGUARDS EACH SIDE.
CONTRACTOR TO PROVIDE S/S CLOSURE PIECES TO SEAL AIR
SPACE BETWEEN WALL AND COOLER/FREEZER. PROVIDE
CONTINUOUS CLEAR SEALANT.
WALK-IN COOLER/FREEZER NOTES:
-SEE EQUIPMENT SCHEDULE FOR WALK-IN BOX HEIGHT.
-ALL WALK-IN DOORS WILL HAVE INTERIOR/EXTERIOR 36" HIGH
DIAMOND TREAD KICK PLATES.
-ALL WALK-INS WITH FLOORS WILL HAVE INTERIOR DOOR
RAMPS AT ANY DOORS (OTHER THAN THE FREEZER DOOR IN A
SHOTGUN APPLICATION).
-THE STAINLESS STEEL FINISH OPTIONAL TO BE DETERMINED
BY FRANCHISEE.
-ALL LIGHT FIXTURES WILL BE L.E.D. WHEN A SEPARATE
CEILING MOUNTED FIXTURE IS REQUIRED, IT TOO WILL BE
L.E.D.
HANG LADDER - VERIFY WITH FRANCHISEE.
FIRE EXTINGUISHER SEE 1/A-4.
(2) P.O.S. TERMINALS AT THE DRIVER'S SHELF.
DRIVE THROUGH CANOPY PROVIDED BY OWNER, GC TO INSTALL
G E N E R A L N O T E S
1.PORTABLE FIRE EXTINGUISHERS SHALL BEAR THE LABEL
OF AN APPROVED AGENCY, BE AN APPROVED TYPE, AND
BE INSTALLED IN A LOCATION VISIBLE AND ACCESSIBLE
TO THE OCCUPANTS. FINAL LOCATION BY FIRE
PREVENTION BUREAU. PER I.F.C. 906.1
2.PORTABLE FIRE EXTINGUISHERS HAVING A GROSS
WEIGHT NOT EXCEEDING 40 LBS. SHALL BE INSTALLED
SO THAT ITS TOP IS NOT MORE THAN 5' ABOVE THE
FLOOR. PORTABLE FIRE EXTINGUISHERS HAVING A
GROSS WEIGHT EXCEEDING 40 LBS. SHALL BE INSTALLED
SO THAT ITS TOP IS NOT MORE THAN 3.5' ABOVE THE
FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE
BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS
SHALL NOT BE LESS THAN 5".
3.PROVIDE MIN. (2) TYPE 2A 10BC FIRE EXTINGUISHERS
WITH MAX TRAVEL DISTANCES OF 75' (150' O.C.)
MOUNTED BETWEEN 5" AND 5' AND NOT PROTRUDE
MORE THAN 4" INTO A CIRCULATION PATH WHEN
LEADING EDGE BETWEEN 27" AND 80" A.F.F. HARDWARE
TO F.E.C. SHALL BE AT ACCESSIBLE HEIGHTS /
LOCATIONS.
4.THE MODULAR MILLWORK COMPONENTS ARE
CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND
ARE INSTALLED BY THE G.C. LOCATE MODULAR
COMPONENTS AS INDICATED.
5.TOILETS, URINALS, HAND SINKS, 3-COMPARTMENT &
PREP SINKS, MOP BASIN AND PERMENANT COUNTERS
AND CABINETS MUST BE SEALED TO FLOORS/ WALLS
WITH A SILICONE CAULK SEAL.
6.PROVIDE VAPOR PROOF FLUORESCENT LIGHTING IN
COOLER & FREEZER MAINTAIN AIR SPACE PER MFR.'S
RECOMMENDATION.
7.IF HAND SINKS HAVE SPRING-LOADED FAUCETS, THEY
WILL RUN FOR A MINIMUM OF 15 SECONDS
8.GENERAL CONTRACTOR TO ENSURE THAT ALL CO2 LINES
ARE CONCEALED WITHIN WALLS AT TIME OF IN WALL
ROUGH-INS. CONFIRM W/ CO2 COMPANY IF LINES
RECESSED IN WALLS MUST BE RUN THROUGH CONDUIT.
CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING
PRIOR TO BID.
9.ALL OUTSIDE TILE CORNERS IN PREP ARE TO HAVE SS
CORNER GUARDS INSTALLED.
10.HOT WATER AND DRAIN PIPES EXPOSED UNDER SINK
MUST BE INSULATED TO PROTECT AGAINST CONTACT.
S Y M B O L S L E G E N D
X
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
X DOORS
X CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
EQUIPMENT PLAN
1/4" = 1'-0"A
FIRE EXTINGUISHER
1/2" = 1'-0"1
8
JI
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25-892-812
03-25-25
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9
9
o. 502.426.8020 f
. 502.426.0527 box1@bayusdesign.com
25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
NOTE:
LOCATION OF C02 FILL BOX TO BE
COORDINATED IN FIELD. VERIFY WITH
OWNER, G.C., AND LANDLORD
NORTH
103
UNISEX
A-5
1
HANDICAP
SIGNAGE,
REF. TO N/A-5
7
6
9 2
4
1
3
8
5 5
12
3
NOTES:
1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH
THEIR BACKGROUND
2. RAISED CHARACTERS SHALL BE 48" MIN. ABOVE THE
FLOOR MEASURED TO THE BASELINE OF THE LOWEST
RAISED CHARACTER AND 60" MAXIMUM ABOVE THE
FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST
RAISED CHARACTER.
3. SYMBOLS ARE TO BE DISTINCTLY DIFFERENT FROM
THE DOOR IN COLOR AND CONTRAST
4. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE
OF DOOR LETTERS AND NUMBERS ON SIGNS SHALL BE
RAISED 1/32" MIN. AND SHALL BE A MIN. OF 5/8" TALL.
LETTERS SHALL BE SANS-SERIF UPPERCASE
CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE
5. LOCATE RAISED AND BRAILLE CHARACTERS, SIGNS
ON THE WALL NEAREST TO THE LATCH SIDE OF THE
DOOR
CL
ADA SIGN
ADA ROOM
IDENTIFICATION
SIGN
LATCH SIDE
OF DOOR
GRADE 2 BRAILLE1/4" THICK SIGNS
6"
WT-6
WT-7
TOILET INTERIOR ELEVATION E
8'-0" A.F.F.
CEILING HT.
TYP.
WB-2
FF-2
6X6 WHITE WALL TILE
THROUGHOUT THE ENTIRE
RR WALLS AND DOWN
BEHIND THE BASE TILE,
TYPICAL
1/2" = 1'
2740 TOILET PAPER DISPENSER BOBRICK
COLOR/STYLE
T O I L E T A C C E S S O R Y S C H E D U L E
MODEL NO.ACCESSORY MANUFACTURER SIZE/REMARKS
INTERNATIONAL 32SOAP DISPENSER UPDATE
MIRROR AT TOILET LAVATORIES BOBRICK
ACCESSIBLE GRAB BARS
LAVATORY WALL HUNG
INSULATION TRUEBRO
WHITE
WHITEHANDI LAV-GUARD
SEAT
NOTE: ALL TOILET ACCESSORIES SHALL MEET ALL REQUIREMENTS OF THE ANSI 117 ACCESSIBILITY GUIDELINES AND ALL LOCAL CODE REQUIREMENTS.
(800) 340-5969
WHITE
1 1/2"Ø x 42" LONG & 1 1/2"Ø x 36" LONG & LOCATED 35"
TO TOP OF GRAB BAR AFF w/ NON-SLIP SURFACE.
INSTALL PER PLAN ELEVATIONS. PROVIDE WALL
SUPPORT BLOCKING TO ALLOW BARS TO SUPPORT 250
POUNDS OF FORCE APPLIED IN ANY DIRECTION. GRAB
BAR MUST BE 1 1/2" CLEAR, FROM FINISHED FLOOR.
INSULATE THE P-TRAP AND ANGLE VALVES w/FULLY
MOLDED INSULATION KIT PER A.D.A.A.G. REQ'TS
1
2
3
4
5
6
7
9
150 SERIESVERTICAL GRAB BAR GAMCO
NO SUBSTITUTIONS ON ANY FIXTURES
#B-165 1830 18" x 30"- SHIM AS REQUIRED - PROVIDE FULL
PERIMETER CAULKING
----SEE PLUMBING SHEETS
18" VERTICAL - PROVIDE BLOCKING AS REQ'D
PROVIDE BLOCKING AS REQ'D
SEE PLUMBING SHEETSWHITE----WATER CLOSET FLOOR MOUNTED
8
----SEE PLUMBING SHEETS
150 SERIESGAMCO
WALL MOUNT
BK W/ PUSH BUTTON
CHROME TRIM
PROVIDE BLOCKING AS REQ'D
T1755TBKPAPER TOWEL DISPENSER SAN JAMAR PROVIDE BLOCKING AS REQUIREDBK WALL MOUNT
CLG. HEIGHT
8'-0" A.F.F.
SEE TEMPLATE "E"
FOR WALL FINISH
34
"
M
A
X
.
15"
MIN.
29
"
M
I
N
.
27
"
C
L
R
.
6
4
7
40
"
M
A
X
.
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
2
1
5
3
CL
16"-18"
35
"
T
O
T
O
P
OF
G
R
A
B
B
A
R
2'-0"1'-0"
4'
-
1
0
"
1'
-
5
"
8
CLG. HEIGHT
8'-0" A.F.F.
SEE TEMPLATE "E"
FOR WALL FINISH
CLG. HEIGHT
8'-0" A.F.F.
SEE TEMPLATE "E"
FOR WALL FINISH
3'-6"
5
33'-4"
3'
-
4
"
1'
-
6
"
35
"
T
O
T
O
P
OF
G
R
A
B
B
A
R
1'-0"
7"-9"2'-7"
1'
-
5
"
1
19
"
M
A
X
.
8
CLG. HEIGHT
8'-0" A.F.F.
SEE TEMPLATE "E"
FOR WALL FINISH
9
48
"
SI
D
E
A
P
P
R
O
A
C
H
6
7
4
2
1. SEE SHEET A-6 TO A-8 FOR ALL WALL FINISHES.
2. SEE SHEET A-1 FOR WALL LEGEND & NOTES.
3. LAVATORY MIRRORS TO BE MOUNTED SO THAT
REFLECTING SURFACE IS 40" MAX. ABOVE THE FLOOR.
4. RESTROOMS SHALL HAVE PERMANENT ROOM IDENTIFICATION
ADJACENT TO PULL SIDE OF DOOR 60" A.F.F. TO CENTER OF
SIGN. PER A.D.A. REQUIREMENTS. SEE SHEET A-5.
5. PROVIDE FIRE TREATED WOOD BLOCKING AT ALL
GRAB BAR AND ACCESSORIES LOCATIONS.
6. WALL TILE TO BE BUTTED TIGHT, THEN GROUTED.
7. REFERENCE THE INSTRUCTIONS GIVEN IN THE JIMMY JOHN'S
BUILD OUT MANUAL WHEN LAYING OUT WALL TILE
8.WALL BASE TO BE CUT TO FIT TIGHT AROUND TOILET. TOILET
IS NOT TO BE INSTALLED ON TOP OF BASE TILE FF-2.
9.REFER TO JJ's BLOCKING CHECKLIST IN BUILD-OUT MANUAL
FOR ADDITIONAL MEASUREMENTS AND DETAILS
8.SILICONE TOILET TO FLOOR USING CLEAR SILICONE.
A-5
RESTROOM PLAN
AND ELEVATIONS
K E Y E D N O T E S
G E N E R A L N O T E S
S Y M B O L S L E G E N D
1
2
3
5'-0" REQUIRED A.D.A. TURNING RADIUS.
30"x48" REQUIRED A.D.A. CLEAR ACCESS.
56"x60" REQUIRED A.D.A. CLEAR ACCESS.
X
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
X DOORS
X CEILING FINISHES
SEE SHEET A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
ADA SIGNAGE DETAIL
1/4" = 1'-0"N
ENLARGED PLAN
3/8" = 1'-0"A
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
UNISEX TOILET
3/8" = 1'-0"1
27" DRY
DOOR
27" DRY
DOOR
PROVIDE REMOVABLE SHELF
TO BE MOUNTED ON LEFT OR
RIGHT OF INTERIOR SIDE
S/S END
FRONT ELEVATION
S/S TOP
1"
CL
E
A
R
S/S END
3 1/2" MULLION
NOTCH AS
REQUIRED TO HOLD
27" DOOR1'
-
2
1
/
2
"
S/S FRONT
2'
-
9
"
FLANGED FEET
MOUNTED FLUSH WITH
END OF UNIT- SECURED
TO FLOOR
52 1/2"3 1/4"3 1/4"
15
3
/
4
"
12
3
/
4
"
7 3/4"
PROVIDE S/S INTERIOR
ON 3-SIDES WITH OPEN
BASE TO FLOOR
PROVIDE TOP BRACING
FOR BEVERAGE DISPENSER
BY OTHERS
REMOVABLE SHEVES
PROVIDE S/S
INTERIOR ON
3-SIDES WITH
OPEN BASE TO
FLOOR
31
1
/
2
"
7 3/4"
S/S ENDS/S END
59"
TOP VIEW
CONTRACTOR MUST FASTEN
SODA CABINET LEGS TO
FLOOR USING HOLES IN LEGS
1'
-
2
1
/
2
"
4"
TOP BRACING
SIDE
1'
-
2
1
/
2
"
1"
CL
E
A
R
TOP BRACING
SIDE
2'
-
9
"
2'
-
9
"
1"
CL
E
A
R
S/S ENDS/S END
6"1'-8 1/4"6"1'-8 1/4"
4"
FLANGED FEET
SECURED TO FLOOR
S/S BACK
EXTENDED 1"
FROM FLOOR
S/S TOP
REAR ELEVATION
S/S ENDS/S END
1"
CL
E
A
R
PROVIDE REMOVABLE SHELF
TO BE MOUNTED ON LEFT OR
RIGHT OF INTERIOR SIDE
1'
-
2
1
/
2
"
2'
-
9
"
FLANGED FEET
MOUNTED FLUSH WITH
END OF UNIT- SECURED
TO FLOOR
(3) J-BOXES WITH BLANK
COVERS FOR RECEPTACLES
BY OTHERS. FIELD
CONNECTION BY OTHERS
S/S WAINSCOT
S.S.
END
S/S ENDS AND BACK TO BE
ONE PIECE WITH TOP PLACED
ON AND WELDED TO MINIMIZE
VISIBILITY OF WELDS
42" X 24"
REMOVABLE PANEL
SUPPORT CLIPS FOR
REMOVABLE PANEL
S/S EXTERIOR
BACK WELDED
IN PLACE WITH
ADDTIONAL
SUPPORT
BRACE
ADHERED TO SS
BACK
(2) 6" DIA. HOLES WITH (2) STAINLESS
STEEL GROMMET INSTALLED BY DELFIELD
DO NOT CUT INTO TOP OF
STAINLESS STEEL SODA CAB'T TO
ROUTE SYRUP OR WATER LINES
1
1
/
4
"
4"
1'-1"
1
1
/
4
"
SF-1
FRONT ELEVATION B1 SECTION B2
B2
A-10
4"
SF-1
5"5"
10
"
10
"
"THE ORIGINAL GRANITE
BRACKET"
(https://originalgranitebracket.com)
- 12"x10"(10" LEG VERTICAL)
INSTALL BLOCKING AT
BRACKETS
3'
-
5
1
/
2
"
1
1
/
4
"
2'-6"
6"6"
4'
-
3
"
4'
-
1
0
1
/
2
"
5'
-
3
1
/
2
"
1'-3"1'-3"
(2) PHONE
(2) DATA
(4) IG POWER
10
1
/
4
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
IF
C
E
I
L
I
N
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M
O
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T
E
D
-
F
I
E
L
D
V
E
R
I
F
Y
E
X
A
C
T
H
E
I
G
H
T
8"
6"
6"
2"
2'-10"
2"
2"
7'
-
0
"
1'
-
7
3
/
4
"
R4"
8"
2"1'-0"
9'
-
0
"
C
O
O
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D
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A
T
E
H
E
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T
A
N
D
P
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A
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E
M
E
N
T
BLACK IRON
FLANGE
SEALED
SEE SIGN PACKAGE
3/4" BLACK PIPE
SEALED
WALL OR FACE
OF SF SYSTEM
FIELD VERIFY
EXIST
CONDITIONS
4) 1x WOOD
SHELVES
CUSTOM BIRCH
STAIN SEALED
SECURE TO
SLAB W/ BLACK
CONCRETE
ANCHORS
AT WALL
MOUNTED
OPTION,
PROVIDE 2x
SOLID WOOD
BLOCKING
SECURED TO
FRAMING
CEILING MOUNT ELEVATION VIEW
NOTES:
·WOOD BLOCKING TO
BE FRT LUMBER IN
TYPE II
CONSTRUCTION.
·SHELF BY OWNERS
MILLWORK VENDER,
BLOCKING AND
INSTALL BY GC
WALL MOUNT
SELECTION OPTION
CEILING MOUNT
SELECTION OPTION
PLAN VIEW WALL MOUNTED OPTION
SECTION AT WALL COUNTER
1
1
/
4
"
1"
SF-1SF-1
1
1
/
4
"
1"
SF-1
SUPPORT POSTS WITH TOP
AND BOTTOM PLATES, EQUAL
SPACED - FINISH POWDER
COAT (FLAT BLACK), POSTS
ARE PROVIDED BY K.E.C.
CORE DRILL TO SLAB BY G.C.
3'
-
6
"
G
A-10
TABLE / STOOL POST
3/16" THICK, 4 1/2"
DIA. STEEL COVER
PLATE, WELDED
TO COLUMN FOR FLOOR FINISHES
SEE SHEET A-3
ANCHORING
CEMENT
CONCRETE
SLAB
1'
-
0
"
4'
-
0
"
1'
-
0
"
6'
-
0
"
4"
3'
-
4
"
4"
4'
-
0
"
8 1/2"8 1/2"
1'-5"
1"
2'
-
6
1
5
/
1
6
"
SF-1
SF-1
F
A-10
E
A-10
SECTION AT WALL COUNTER
(ADA ACCESSIBLE)
1
1
/
4
"
1"
SEE PLAN
SF-1SF-1
1
1
/
4
"
1"
SF-1
SUPPORT POSTS WITH TOP
AND BOTTOM PLATES, EQUAL
SPACED - FINISH POWDER
COAT (FLAT BLACK), POSTS
ARE PROVIDED BY K.E.C.
CORE DRILL TO SLAB BY G.C.
2'
-
6
"
D2
G
A-10
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03-25-25
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NOTE:
INFORMATION
THIS SHEET
PROVIDED FOR
REFERENCE ONLY
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A-10
CABINET
DETAIL
DRINK STATION COUNTER
3/4" = 1'-0"A
DRIVER'S BOX DETAIL
1 1/2" = 1'-0"B
3/4" = 1'-0"C
WINDOW/WALL COUNTER
3/4" = 1'-0"F
1/4" = 1'-0"G
WALL/WINDOW COUNTER SECTION
3/4" = 1'-0"D
WALL/WINDOW COUNTER SECTION
3/4" = 1'-0"E
5"
3"
5'-2"
5"4'-4"5"
1'
-
2
"
4'
-
7
"
10
"
5'
-
5
"
TOP
OF CURB
3/4" CONDUIT FOR 120
VAC POWER
PREFABRICATED
ANCHOR BOLT CAGE
PROVIDED BY G.C.
6" STUB-UP FOR
CONDUITS
1'-6"1'-6"
3'
-
0
"
CONCRETE FOOTING
BY G.C.
VERIFY FROST
DEPTH PER LOCAL
CODE/ADJUST
DRIVE THRU MENU BOARD
1/2" = 1'-0"D
1'-3"
5'-0"
MICROPHONE: 22 GA
RED & BLACK 2
CONDUCTOR- AUDIO
CABLE-OUTDOOR WIRE
GROUND WIRE (BLUE
OR BLACK)
SPEAKER: 22 GA WIRE,
COLOR IS GREEN &
WHITE
3/4" COMMUNICATION
CONDUIT TO RUN TO
COMMUNICATION
PANEL
NOTE: SOLDER &
INSULATE BOTH
MAGNETIC LOOP
CONNECTION
FOR DUPLEX OPERATION
IMPORTANT: AUDIO CABLE MUST BE
SHIELDED, TWISTED PAIR AND THE
CABLE FOR THE MICROPHONE
MUST IN A SEPARATE CABLE. IF
THE MICROPHONE WIRING IS IN A
CABLE WITH OTHER PAIRS (BEING
USED ELECTRICALLY IN THE
SYSTEM), COMMUNICATION
PROBLEMS WILL OCCUR.
MAGNETIC LOOP
(COORDINATE REQ'TS
WITH J.J.'S
CONSTRUCTION
MANAGER)
DETECTION/SPEAKER ISOMETERIC
N.T.S.C
CUT CONDUIT 2"
ABOVE CONCRETE FOR
MIC/SPEAKER
G.C. TO COORDINATE
INSTALLATION OF
EQUIPMENT PER THE MAIN
STREET MENU SYSTEMS
REQUIREMENTS (A
PRODUCT OF THE
HOWARD COMPANY, INC.)
10 1/2"
LOOP SUPPORT
CONC. BASE-1'-6" X
1'-6" X 1'-6" FLUSH
W/ TOP OF
CONCRETE
3/4" COMMUNICATION
CONDUIT FROM
COMMUNICATION PANEL
1'-6"
1'
-
6
"
MAGNETIC LOOP
CONCRETE
SPEAKER STAND
3'
-
4
"
VERIFY FROST
DEPTH PER LOCAL
CODE/ADJUST
SPEAKER POST DETAIL
1/2" = 1'-0"B
SMOOTH SLOPED MORTAR
CAP PAINTED
6" ø STANDARD STL.PIPE FILLED
WITH CONCRETE AND PAINTED
PT-9 (2 COATS MIN.)
EXISTING PAVEMENT
18" ø CONCRETE FOOTING
(2) NO. 6 BARS 12" LONG EACH
WAY, WELD TO PIPE
1
1
/
2
"
9"9"
3"
M
I
N
.
3'
-
0
"
M
I
N
I
M
U
M
4'
-
0
"
PIPE BOLLARD DETAIL
3/4" = 1'-0"E
PIPE BOLLARD -
SEE: E/ A-11
CUT CONCRETE AS
REQUIRED - PATCH
W/ NEW TO MATCH
SPEAKER POST
SEE B/A-11
3/4" COMMUNICATION
CONDUIT TO
COMMUNICATION
PANEL
3/4" CONDUIT FOR POWER
TO ELECTRICAL PANEL
MENU BOARD -
SEE:D/A-11
PIPE BOLLARD -
SEE: F/ A-11
(TO BUILDING CORNER)
MAGNETIC LOOP BELOW
CONCRETE DRIVE -
CUT/REPLACE ASPHALT AS
REQUIRED (REF TO MEP
DRAWINGS)
(T
O
B
U
I
L
D
I
N
G
)
69
'
-
1
"
30'-2"
1'-8"5"4'-0 1/2"
1'
-
2
"
3'
-
0
"
1'
-
8
"
MENU BOARD -
SEE:D/A-11
3/4" CONDUIT FOR POWER
TO ELECTRICAL PANEL
2'-10"
2'
-
6
"
2'
-
6
"
1'
-
1
0
"
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03-25-25
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
A-11
DRIVE THRU
DETAILS
DRIVE THRU EQUIPMENT PLAN
1/2" = 1'-0"A
JI
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03-25-25
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
5
FE
FE
FE
A-11
A
EXISTING PARKING TO REMAIN
PROVIDE 10'X20'
CONCRETE PAD AT DT
WINDOW AND ORDER
POINT WITH LOOP
DETECTOR
10 7 8 "
4
'
-
9
1
2
"
EXISTING
DRIVE THRU
WINDOW
MAGNETIC LOOP TO
TIE INTO
COMMUNICATION
PANEL AT DRIVE
THRU WINDOW - REF.
COM-1 SHEET FOR
TIMER DETAIL
NEW PIPE BOLLARDS
NOTES:
1.DRIVE THRU LANES, CURBS,
PARKING SPACES,
SIDEWALKS, AND RAMPS ARE
ALL EXISTING UNLESS
OTHERWISED NOTED. G.C. TO
VERIFY THAT DRIVE THRU
LANES, CURBS, PARKING
SPACES, SIDEWALKS, RAMPS,
AND STRIPPING TO
CONFORMS TO ALL STATE
AND LOCAL CODES.
2.DAMAGE CAUSED BY NEW
CONSTRUCTION SHALL BE
PATCHED AND REPAIRED
BACK TO NEW CONDITION
3.DRIVE THRU LAYOUT AND
APPROVALS TO BE
COMPLETED BY LANDLORD
UNDER SEPARATE
CONTRACT
4.G.C. TO COORDINATE MENU
BOARD AND SPEAKER POST
LOCATION WITH DRIVE THRU
LANE.
ADD CLEARANCE BAR
N
E
P
L
A
Z
A
D
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I
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S
E
EXISTING BUILDING
E
X
I
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T
I
N
G
D
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I
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O
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M
A
I
N
E
X
I
S
T
I
N
G
D
R
I
V
E
T
O
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E
M
A
I
N
EXISTING DRIVE TO REMAIN
EXISTING DRIVE TO REMAIN
EXISTING SIDEWALK TO REMAIN
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03-25-25
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
A-12
DRIVE THRU
PLAN
DRIVE THRU PLAN
3/32" = 1'-0"A
G E N E R A L N O T E S
1.G.C. TO COORDINATE INSTALLATION OF EQUIPMENT PER THE
MAIN STREET MENU SYSTEMS REQUIREMENTS (A PRODUCT OF
THE HOWARD COMPANY, INC.)
2.RECESS OR CONCEAL ALL EXPOSED OR SURFACE MOUNTED
CONDUIT TO THE BEST OF ABILITY.
3.REPLACE ANY DAMAGED GUTTERS AND DOWNSPOTS WITH NEW;
PAINT ALL SW TRICORN BLACK, USE REAL RED AT PRIMARY
GABLE PER CORPORATE PROVIDED RENDERING.
4.BUILD NEW DUMPSTER ENCLOSURE CONSISTING OF:
CORRUGATED METAL DECKING WITH STEEL POSTS ON ALL
CORNERS AND SEAMS. STEEL FRAMED METAL GRATE. PAINT TO
MATCH THE BUILDING.
JI
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25006961
REGISTERED
ARCHITECT
JENNIFER NIX
STATE OF WASHINGTON
NORTH
FE
FE
FE
FE
FE
FE
S1
50
S1
300
S1
300
S1
250
S1
250
S1
250
S1
300
S1
275
S1
300
6"
10"
10"
14X12 10X12
10"
10"
14
X
1
4
10
X
1
4
18
X
1
8
S1
275
S1
275
S1
250
S1
250
S1
275
S1
150
14
X
1
4
12
"
1
2
X
1
0
10"
10"DN
10"
10"
10"
10"
12
R1
835
EF
13
T
(RTU-2)
1
T
(RTU-1)
1
RTU
1-EX
5
11
RTU
2
5
4
7
10
"
10
"
10"
14X14
DN
R1
840
12
18
X
1
8
18X18
10"DN
6 8
9
14
13
WH
EX
WH
EX10
10
12
R1
710
R1
715
12
14X14
14X14
DN
18X18
7
18X18 DN
FROM RTU
(TYP)
(TYP)
(TYP)
3 WAY DIFFUSER. SHADED
PORTION TO BE BLOCKED OFF.
M-1
PLAN
MECHANICAL
MECHANICAL PLAN
1/4" = 1'-0"A RESTROOM EXHAUST
N.T.S.1
~~
BRANCH DUCT
MAIN DUCT
ROUND BRANCH DUCT DUCT UNDER BEAM OR CROSSOVER
RECTANGULAR MAIN / ROUND
BRANCH DUCT
RECTANGULAR BRANCH DUCT
"B"
45°FL
O
W
FL
O
W
45°
(TYPICAL)
IN FIELD)
(VERIFY ROUTING
EXHAUST(RESTROOM)
RUBBER-IN-SHEAR
VIBRATION ISOLATORS
EXHAUST FAN
DISCHARGE CAP
W/ BIRD SCREEN
METAL ROOF CURB
EXHAUST DUCT
BY MECH. CONTR.
FLEX. CONN.
ROOFLINE
TYPICAL CEILING DIFUSER
N.T.S.3
2'-0"
6"
2"
EXISTING GIRDER
OR BEAM
RUN EXPOSE DUCT TIGHT
TO DECK/UNDER GIRDER
DUCT CONNECTION DETAILS
N.T.S.2
DAMPER
R-1
S-1
FLEXIBLE DUCT
SYMBOL DESCRIPTION
RETURN AIR GRILLE 24x24
SUPPLY AIR DIFFUSER
DUCT SMOKE DETECTOR
EXHAUST AIR GRILLE
TEMPERATURE SENSORT
1.HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH ALL
TRADES.
2.CONTRACTOR TO COORDINATE WITH ARCHITECT FOR EXACT
LOCATION OF RTU AND ALL REQUIREMENTS.
3.ALL THREAD FOR DUCT WORK SUPPORTS ARE TO BE FASTENED
TO SOLID BLOCKING ABOVE DRYWALL.
4.ALL EXPOSED DINING DUCTWORK TO BE SPIRAL DUCT.
SD
G E N E R A L N O T E S
H V A C L E G E N D
MANUAL AIR VOLUME
DAMPER NEAR MAIN
DUCT, TYPICAL
DAMPER
ARM
CONTINUOUS ROD ON ALL
DAMPERS OVER 12" DIA.
MOUNT BOTTOM OF
DUCT AT 10'-14' AFFATTACH RIGID DUCT TO FLEX
DUCT WITH STRAP, TYP.
BRANCH DUCT
FLEXIBLE DUCT, MAX LENGTH
5'-0" TO BE USED IN VERTICAL
DROP ONLY
90° BEND MUST BE
RIGID ROUND DUCT.
SECURE WITH
(4) #10 SCREWSDIFFUSER T-RUNNER, TYPICAL
ACOUSTIC CEILING
TILE/ GRIDFIELD FABRICATED 6" SQUARE TO
ROUND ADAPTOR.
MANUAL VOLUME DAMPER
ON FITTING, TYPICAL
SADDLE TAP OR
SPIN-IN FITTING
ROUND BRANCH
MANUAL VOLUME
DAMPER
RECTANGULAR MAIN
DUCT
MAIN DUCT
BRANCH DUCT
1/4 OF "B"
R O U N D D U C T
S P E C I F I C A T I ON
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03-18-25
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. 502.426.0527 box1@bayusdesign.com
ALL EXPOSED DUCTWORK IN DINING AREA MUST BE ROUND SPIRAL
DUCTWORK. SQUARE OR RECTANGULAR DUCTWORK IS NOT
PERMITTED. ROUND SPIRAL DUCTWORK MUST BE MIN. 24 GAUGE,
SINGLE WALL, GALVANIZED STEEL WITH SPIRAL LOCK SEAM OR
SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING
SEAM, GORED ELBOWS. SUPPLY GRILLES SHALL BE MOUNTED ON
GRILLE COLLARS TO BE ATTACHED TO DUCTWORK WITH POP RIVETS
WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF
THE COLLAR TO THE DUCT. DUCT TO DUCT JOINTS SHALL BE MADE
WITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM
FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. ALL
DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN
ACCORDANCE WITH LATEST SMACNA HVAC DUCT CONSTRUCTION
STANDARDS.
ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE DINING
AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO
INSTALLATION. PROVIDE WITH A MILL PHOSPHITIZED FINISHING
("PAINT GRIP" OR SIMILAR ETCH TREATMENT) TO ALLOW THE
DUCTWORK TO BE PAINTED. REFER TO ARCHITECTURAL DRAWINGS
FOR COLOR.
NORTH
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH EQUIPMENT
SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE
AND DIRECTED MOUNTED. REFERENCE SHEET MEP-3
FOR ALTERNATE COMPRESSOR INSTALLATION.
FIELD VERIFY ALL EXISTING CONDITIONS AND UTILITIES
LOCATIONS PRIOR TO BID. CONTRACTOR TO COORDINATE
NECESSARY REQUIREMENTS WITH ALL OTHER TRADES.
NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
BETWEEN SITE CONDITIONS AND PLANS.
*
KEYED NOTES
PROGRAMMABLE THERMOSTAT FOR RTU WITH CLEAR LOCK BOX
COVER AT +48" A.F.F. - COORDINATE RECESSED "J" BOX WITH
ALL FINISH WALL MATERIALS/DEVICES. RELOCATE THERMOSTAT
SERVING EXISTING RTU TO SHOWN LOCATION.
FULL SIZE RETURN DUCT DOWN TO RA GRILL.
RELOCATE EXISTING EXHAUST FAN IF CONDITION GOOD. ROUTE
6"Ø RESTROOM EXHAUST TO ATMOSPHERE A MINIMUM OF 10'-0"
FROM ANY FRESH AIR INTAKE- SEE 1/M-1. PROVIDE ROOF CAP.
NEW DUCTWORK SHALL BE INSULATED WITH MINIMUM
INSTALLED VALUE R-6 INSULATION.
ALTERNATE BID: SEE SHEET M2 FOR NEW EXHAUST FAN MODEL
IF REPLACEMENT NEEDED.
NEW PACKAGE ROOFTOP UNIT. COORDINATE EXACT LOCATION
AND STRUCTURAL REQUIREMENTS WITH STRUCTURAL
ENGINEER. PROVIDE ADDITIONAL BRACING AS REQUIRED. UNIT
SHALL BE INSTALLED PER MANUFACTURE'S INSTRUCTIONS AND
RECOMMENDED CLEARANCES MAINTAINED.
CONDENSATE FROM RTU TO BE ROUTED TO CONCRETE SPLASH
BLOCK ON ROOF, OR PER AHJ STANDARD. EXISTING
CONDENSATE SERVING EXISTING RTU TO REMAIN AS IS.
MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION OF
DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES. TYPICAL.
COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD
ROOFING CONTRACTOR AND STRUCTURAL ENGINEER / TRUSS
MANUFACTURER.
PROVIDE EXTERNAL MINERAL FIBER INSULATION TO ACHIEVE A
MINIMUM R VALUE AS REQUIRED BY CODE AND TO PREVENT
CONDENSATION ABOVE CEILING ONLY. TYPICAL.
SECTORIZED DAMPER FOR DIFFUSER- SEE 2/M-1 AND 3/M-1. TAP
BOTTOM OF DUCT FOR CONNECTION. PROVIDE PLASTER FRAME
WHERE REQUIRED. REFER TO ARCHITECTURAL PLANS FOR
CEILING TYPE. TYPICAL.
EXISTING WATER HEATER VENT(S) TO REMAIN. ANY REQUIRED
MODIFICATIONS OR REPLACEMENT TO BE BY PLUMBER.
PLUMBER SHALL OFFSET AS REQUIRED TO MAINTAIN 10FT FROM
ANY OUTDOOR AIR INTAKE.
EXISTING RTU TO REMAIN. REPLACE ALL FILTERS AND BELTS.
VERIFY REFRIGERANT CHARGE AND ADD AS REQUIRED.
CONTRACTOR SHALL FIELD VERIFY OPERATION AND PROVIDE
WRITTEN ESTIMATE TO OWNER IF ADDITIONAL REPAIRS ARE
REQUIRED.
R.A. GRILLE FLUSH IN CEILING OR WALL. - PAINT TO MATCH PER
ARCHITECTURAL DRAWINGS.
DUCT TO BE RUN AS HIGH AS POSSIBLE AND AS TIGHT TO
BOTTOM CHORD OF JOISTS AS POSSIBLE WHEN REQUIRED.
TYPICAL.
CONTRACTOR TO PROVIDE CYL-TEK MK90 CO2 DETECTOR
STAND-ALONE SYSTEM. MOUNT WITHIN 12" OF FINISH FLOOR.
NOTE:
DUCTWORK DESIGNED FOR COOLING SUPPLY
TEMPERATURE OF 58°F.
DUCTWORK DESIGNED FOR HEATING SUPPLY
TEMPERATURE OF 100°F.
NOTE:
CONTRACTOR(S) SHALL PROVIDE OWNER, ARCHITECT
AND ENGINEER WITH ALL RECORD DOCUMENTS
WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY.
FOR LIST OF DOCUMENTS REQUIRED REFER TO WSEC
C103.6.
NOTE:
DUCTWORK DESIGNED FOR COOLING SUPPLY
TEMPERATURE OF 58 FAHRENHEIT.
DUCTWORK DESIGNED FOR HEATING SUPPLY
TEMPERATURE OF 100 FAHRENHEIT.
M-2
AND SCHEDULES
MECHANICAL NOTES
1.AIR BALANCING
A.CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBB OR AABC CERTIFIED AIR
BALANCE AND TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO P.S.S. PROJECT
MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR C.F.M. AND INDOOR
FAN C.F.M. SHALL BE PROVIDED AS SHOWN ON RTU SCHEDULE.
2.DUCTWORK
A.INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION
STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE
WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING
JURISDICTION. FLEXIBLE DUCT SHALL NOT EXCEED 5'-0" IN LENGTH. MINIMUM SHEETMETAL THICKNESS
SHALL BE 26 GA.
B.ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 181B LISTED
TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS.
C.STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED
TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW
PRESSURE RUNOUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH
DIFFUSER. SEAL ALL SHEETMETAL SCREW PENETRATIONS.
D.ROUND DUCT (IF REQUIRED) SHALL BE EXTERNALLY INSULATED WITH 1-1/2" THICK FLEXIBLE BLANKET
WITH AN INTEGRAL VAPOR BARRIER.
E.ALL RECTANGULAR SUPPLY DUCTWORK SHALL BE INTERNALLY INSULATED WITH A MINIMUM
THICKNESS THAT CONFORMS TO THE STANDARD CODE AND SHALL IN NO CASE BE LESS THAN
2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W/ALL JOINTS TAPED AND SEALED.
F.FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO
POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX.
G.ALL EXPOSED SPIRAL DUCT (IF REQUIRED) SHALL HAVE SPIRACOUSTIC INTERNAL DUCT LINER, OR
TOUGHGARD ULTRA ROUND BY CERTAINTEED.
H.PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING
DUCTWORK.
I.ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD
CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50.
J.ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED IN COMPLIANCE WITH WSEC C403.10.1.1 AND
C403.10.2. ALL OUTDOOR AIR DUCTWORK SHALL BE SEALED IN ACCORDANCE WITH WSEC C402.5 WITH
VAPOR RETARDER AND MEET AIR LEAKAGE REQUIREMENTS.
3.AIR DEVICES
A.SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH,
AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND NOISE LEVEL OF NC-35
OR LESS.
B.SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL TMSAA, SIZED USING CRITERIA INDICATED
ABOVE FOR LAY-IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG.
DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AND VOLUME CONTROL DAMPERS.
C.RETURNS SHALL BE SQUARE NECK ALUM. MODEL 50F AND/OR AS NOTED ON PLANS AND AIR
DEVICE SCHEDULE. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME
CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION EXCEPT WHERE NOTED.
D.COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, SPRINKLERS, SPEAKER, SMOKE DETECTORS,
ETC.
4.EQUIPMENT
A.REFER TO MECHANICAL PLANS FOR SPECIFICATIONS OF HVAC EQUIPMENT.
B.ALL NEW EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY ACCOMMODATIONS FOR
ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
C.NEW PLATFORM EQUIPMENT SHALL HAVE VIBRATION ISOLATION MOST SUITABLE FOR THE
APPLICATION.
D.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS.
E.COORDINATE UNIT LOCATION WITH LANDLORD AND SITE CONDITIONS.
F.GAS PIPING SHALL BE SCHEDULE 40 (ASTM-A120) BLACK STEEL WITH 300 lb. MALLEABLE IRON BANDED
SCREWED OR WELD PATTERN FITTINGS AS APPLICABLE.
G.ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE CLEANED FREE OF RUST
AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED.
H.ROOF CURBS BY CONTRACTOR.
5.CONTROLS
A.PROVIDE CONTROLS AS SPECIFIED. SPECIAL CONTROL METHODS WILL BE ADDRESSED ON AN
INDIVIDUAL BASIS.
B.THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND
START-UP.
C.CONTRACTOR SHALL SUPPLY AND PROGRAM CONTROLS TO SATISFY THE ENERGY CODE REQUIRED BY
THE LOACAL ENERGY CODE. A 5°F DEADBAND SHALL BE PROGRAMMED WITH CAPABILITY OF 55°F
HEATING AND 85° COOLING SETBACK TEMPERATURE. CONTROLS SHALL ALSO HAVE AN ACCESSIBLE 2
HOUR OCCUPANT OVERRIDE.
D.SCOPE OF WORK
A. FURNISH AND INSTALL A COMPLETE BAS FOR ALL HEATING, VENTILATING, AND AIR CONDITIONING
SYSTEMS AND OTHER FACILITY SYSTEMS AS HEREIN DESCRIBED. THE BAS SHALL UTILIZE DIRECT
DIGITAL CONTROL (DDC) AND ELECTRONIC ACTUATION. DDC SYSTEM SHALL PERFORM THE
SEQUENCES OF OPERATION AND BE PROVIDED WITH THE CONTROL POINTS AS LISTED IN THIS
SECTION. THE BASE SYSTEM DESIGN OF THE BAS SHALL INCLUDE THE FOLLOWING:
1. HEATING/COOLING RTU WITH DEMAND CONTROLLED VENTILATION.
E.SYSTEM DESIGN
A. IT IS THE DESIGN INTENT TO HAVE ONE DIGITAL CONTROLLER FOR EACH SPECIFIED CONTROL
SYSTEM. SPLITTING THE CONTROL POINTS ASSOCIATED WITH A PARTICULAR SYSTEM BETWEEN
DIGITAL CONTROLLERS SHALL NOT BE ALLOWED, EXCEPT FOR COMMON DATA POINTS SUCH AS
OUTDOOR AIR TEMPERATURE.
B. ALL DDC CONTROLLERS SHALL BE NETWORKED TOGETHER. ALL DDC SYSTEM POINTS SHALL BE
ACCESSIBLE THROUGH THE BAS USER INTERFACE.
C. ALL ROOFTOP UNITS WITH DDC CONTROLLERS TO BE NETWORKED TOGETHER ON A COMMON
COMMUNICATION BUS AND SHARE A GLOBAL SCHEDULE.
D. DDC CONTROLLER SHALL BE CAPABLE OF RECEIVING UTILITY SIGNAL TO ADJUST TEMPERATURE SET
POINT UP TO 3 DEGREES OVER 3HRS DURING TIMES OF PEAK ENERGY USAGE.
F.USER INTERFACE
A. PROVIDE A MAIN LCD USER INTERFACE NETWORKED AND CAPABLE OF VIEWING ALL DDC
CONTROLLERS. INTERFACE TO HAVE CAPABILITIES OF CHANGING SETPOINTS, VIEWING
CONTROLLER ALARMS, AND SCHEDULING OCCUPANCY.
G.RTU WITH DEMAND CONTROLLED VENTILATION
A. SYSTEM DESCRIPTION
1. CONSTANT VOLUME ROOFTOP WITH DDC CONTROLLER
2. WALL-MOUNTED TEMPERATURE SENSOR IN THE SPACE
3. COMBINATION CO2 AND TEMPERATURE SENSOR MOUNTED NEAR THE RTU RETURN AND WIRED TO
THE RTU CONTROLLER IAQ INPUT FOR DEMAND CONTROLLED VENTILATION OPERATION.
B. SEQUENCE OF OPERATION
1. THE RTU CONTROLLER SHALL INCLUDE AN OCCUPANCY SCHEDULE ADJUSTABLE VIA THE
WALL-MOUNTED LCD INTERFACE.
2. DEMAND CONTROLLED VENTILATION
A. THE SPACE CO2 LEVEL SHALL BE COMPARED TO THE CO2 SETPOINT IN
THE RTU CONTROLLER. IF THE READING IS BELOW THE CO2 SETPOINT,
THE RTU SHALL MAINTAIN THE BASE VENTILATION RATE. IF THE READING IS AT/ABOVE
SETPOINT, THE RTU CONTROLLER SHALL MODULATE THE OUTSIDE AIR DAMPER OPEN TO
REDUCE THE CO2 READING IN THE SPACE.
B. THE RTU SHALL MODULATE THE PREHEAT CONTROL TO MAINTAIN THE DISCHARGE AIR
TEMPERATURE SETPOINT.
C. THE RTU'S ECONOMISER CONTROL DETERMINES IF IT IS BENEFICIAL TO USE OUTSIDE AIR
FOR FREE COOLING. THE ECONOMIZER SHALL OVERRIDE THE DEMAND CONTROLLED
VENTILATION ALGORITHM TO MODULATE THE DAMPERS TO THEIR MAXIMUM POSITION.
1. ECONOMIZER SHALL COMPLY WITH 2021 WSEC C403.5.1 INTEGRATED ECONOMIZER
CONTROL.
2. ECONOMIZER SHALL BE UTILIZED AS STAGE-1 OF COOLING WHEN AMBIENT
TEMPERATURES WILL PROVIDE COOLING TO SPACE.
3. ECONOMIZER SHALL INCLUDE HIGH-LIMIT SHUT OFF TO REDUCE OUTDOOR AIR WHEN
AMBIENT TEMPERATURES NO LONGER REDUCE COOLING ENERGY USAGE AS
DESIGNATED BY 2021 WSEC TABLE 403.5.3.3.
1.THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED
AS PART OF THESE DOCUMENTS.
2.ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM
DEFECTS.
3.THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE
TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HANGERS, INSULATION, VAPOR
BARRIER, SUPPLY DIFFUSERS, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION
AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE
ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF
APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. ALL WORK SHALL BE
FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH ALL LAWS, ORDINANCES, RULES AND
REGULATIONS.
4.DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF THE
WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC DETAIL.
5.THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK BEFORE HAVING
SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND
DURING THE COURSE OF THE CONTRACT.
6.THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE
CORRECTNESS OF THE SAME.
7.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH LIGHTING PLANS,
REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES.
8.THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH
MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION,
MAINTENANCE AND REPAIRS.
9.STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN SPACES AS DESIGNATED
BY THE ARCHITECT/OWNER.
10.CONSTRUCTION DEBRIS AND RUBBISH GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM
PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN A CLEAN AND WORKABLE AREA.
11.ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL
PAYMENT AND ACCEPTANCE.
12.ALL WORK, INCLUDING INSIDE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE CONTRACT AREA
FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE CLEANED TO THE SATISFACTION OF THE
OWNER BEFORE TURNING SAME OVER TO THE OWNER.
13.CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER.
14.INTERRUPTION OF HEATING, POWER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE
COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES.
15.ALL DESIGN SHALL INCORPORATE CURRENT ASHRAE METHODS.
16.WHEN EXISTING DUCTWORK IS UTILIZED, SIZES SHALL BE AS SHOWN ON DWGS. AS MINIMUM
REQUIREMENT.
A.DUCT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NOT DUCT LINER. REFER TO MECHANICAL
SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS.
B.PROVIDE SINGLE WALL TURNING VANES @ ALL ELBOWS AND TEES PER SMACNA STANDARDS.
C.DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR
TRUNK DUCTS. PROVIDE ROUND SPIN-IN FITTINGS FOR ROUND BRANCH DUCTS.
D.ROUND BRANCH DUCTS ARE SAME SIZE AS DIFFUSER WHICH THEY SERVE.
E.CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING
EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REUSED, RETAINED OR CONNECTED TO.
F.CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE
ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE.
G.MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5'-0". REFER TO MECHANICAL SPECIFICATIONS
ON SHEET M-2.
H.CONTRACTOR SHALL PROCURE THE SERVICES OF A APPROVED NEBB OR AABC CERTIFIED AIR
BALANCE & TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO TENANT PROJECT
MANAGER AND/OR LANDLORD'S REPRESENTATIVE FOR REVIEW.
I.BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT
MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY,
AND IN NO CASE FOR GREATER THAN 10% IF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE.
J.DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE ROOF DECK. ALL LOADS AND BRACING MUST
BE ADEQUATELY SUPPORTED FROM THE BUILDING ROOF STRUCTURE.
K.GAS PIPING SHOWN IS FOR LOW PRESSURE GAS IN THE THE BUILDING. CONTRACTOR SHALL VERIFY
GAS PRESSURE PRIOR TO CONSTRUCTION. 2 PSIG MAY BE USED IF APPROVED BY AUTHORITIES. AND
AS APPROVED BY JIMMY JOHNS. PROVIDE PRESSURE REDUCING VALVES AT EACH APPLIANCE AND
VENT AS RECOMMENDED BY MFG. EXTEND NEW GAS LINE BACK TO EXISTING METER. VERIFY METER
SIZE WITH UTILITY COMPANY. CONNECT NEW GAS LINE TO EXISTING MANIFOLD.
L.ALL ROOF PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH ROOF
MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY.
1.PROVIDE TESTING AND BALANCING FOR ALL AIR SYSTEMS. SUBMIT REPORTS TO ARCHITECT.
2.SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF MAJOR MECHANICAL EQUIPMENT PRIOR TO
ORDERING.
3.SEE ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK AND CLARIFICATIONS OR WORK
TO BE PERFORMED.
4.CONDENSATE FROM ROOFTOP EQUIPMENT SHALL DISCHARGE ONTO ROOF VERIFY WITH CITY CODE
OFFICIALS. IF OBJECTIONABLE, EXTEND CONDENSATE PIPE TO APPROVED FLOOR RECEPTOR, OR EXTEND
TO APPROVED EXTERIOR LOCATION. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DIFFUSERS,
REGISTERS, GRILLES LOCATED IN THE CEILING GRID.
5.SEE ARCHITECTURAL ROOF PLAN AND DETAILS FOR LOCATION OF NEW ROOFTOP EQUIPMENT.
6.INSULATE LAST 5 FEET OF DUCT FROM TOILET ROOM EXHAUST DUCT WITH 1" THICK FIBERGLASS DUCT
WRAP. PROVIDE VAPOR BARRIER.
7.DUCTWORK LAYOUT SHOWN IS RECOMMENDED. ADJUST TO COMPLY WITH CITY CODE REQUIREMENTS
AND AS BUILT CONDITIONS.
G E N E R A L N O T E S
H V A C N O T E S
G E N E R A L M E C H A N I C A L C O N D I T I O N SM E C H A N I C A L S P E C I F I C A T I O N S
JI
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DIFFUSER & GRILL SCHEDULE
EXHAUST FAN SCHEDULE (EXISTING-RELOCATED)
OUTSIDE AIR CALCULATIONS
2021 WASHINGTON STATE MECHANICAL CODE
AIR BALANCE SCHEDULE
ROOF TOP UNIT SCHEDULE (NATURAL GAS)
EXHAUST FAN SCHEDULE - ALTERNATE BID
ROOFTOP UNIT SCHEDULE (HEAT PUMP)
HOURS OF OPERATION 11AM TO 9PM
OCCUPIED COOLING TEMPERATURE SET POINT: 75 FAHRENHEIT
OCCUPIED HEATING TEMPERATURE SET POINT: 70 FAHRENHEIT
UNOCCUPIED COOLING TEMPERATURE SET POINT: 80 FAHRENHEIT
UNOCCUPIED HEATING TEMPERATURE SET POINT: 65 FAHRENHEIT
M-3
CALCULATIONS
HEAT LOAD
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FE
FE
FE
FE
FE
FE
8A FD
2RD 7
8AFD
2SQ7
19
FS
1
FS
1
CO
EX
CO
EX
19
EX
20
EX
21D
EX
21
EX
73
FD
1SQ
11
73
FD
1SQ
11
FD
1SQ
WC
1
LAV
1
FD
1RD
PVC
PVC
PVC
PV
C
FS
1
GT
1
4
3
FCO
-
WCO
-8
PV
C
3"SS(EX)
3"SS(EX)
3"SS
DEMOLISH CLEANOUT AND EXTEND
LINE TO SERVE NEW FIXTURES
9
3"
S
S
(
E
X
)
3"
S
S
(
E
X
)
WH
EX
WH
EX
3
"
G
W
3
"
G
W
FCO
-9
3"SS
3"
S
S
3"
S
S
3"S
S
3"G
W
3"
S
S
3"
G
W
10 (TYP)
2
16 2
6
6
12
12
FCO
-9
1
2
599
FD
1SQ
FS
1
13
13
13
13 13
13
DISCHARGE TO
NEW FLOOR SINK.
DISCHARGE TO
NEW FLOOR SINK.
3
"
G
W
5
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G E N E R A L N O T E S
1.ALL FLOOR SINKS, FLOOR DRAINS, FLOOR CLEANOUTS, AND GREASE TRAP
SHALL BE INSTALLED SO THAT TOPS ARE FLUSH WITH FINISH FLOOR.
2.CONTRACTOR TO COORDINATE / VERIFY EXACT LOCATIONS FOR ALL FLOOR
FIXTURES PRIOR TO SAW-CUTTING.
3.COORDINATE WATER LINES WITH ELECTRICAL CONTRACTOR PIPING SHALL
NOT BE ROUTED OVER ELECTRICAL PANEL OR EQUIPMENT.
4.ALL BACKFLOW PREVENTERS SHOULD BE INSTALLED ABOVE THE KITCHEN OR
RESTROOM DROP CEILING. IF BFP CANNOT BE INSTALLED ABOVE CEILING, IT
MUST BE INSTALLED ABOVE THE MOP SINK, UNDER THE WATER HEATER
PLATFORM. BFP SHOULD NOT INTERFERE IN ANY WAY WITH THE OPERATION
OF THE KITCHEN. IF AN EXISTING BACKFLOW PREVENTER IS IN A LOCATION
OTHER THAN WHAT IS SHOWN ON THESE DRAWINGS, CONTACT THE JIMMY
JOHN'S CONSTRUCTION DEPARTMENT IMMEDIATELY FOR DIRECTION ON HOW
TO PROCEED
5.ALL PLUMBING AND GAS LINES MUST BE RECESSED WITHIN WALL CAVITIES,
UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS. NO WATER
LINES MAY RUN ALONG WALL. ALL EXISTING MUST BE MOVED 12" OFF OF
WALL. IF CANNOT BE MOVED, LINE MUST BE FRAMED AROUND AND FINISHED
PER WALL STYLE. ANY APPROVED EXPOSED DRAIN LINES MUST BE COPPER.
6. WALL HUNG TOILETS REQUIRE A MIN. OF A 1 1
2" MAIN WATER SERVICE.
7. GC TO CONFIRM FLOOR DRAIN AND PVC CHASE INSIDE SODA CABINET ARE
UNDER COKE MACHINE.
8. IF REQUIRED, GREASE TRAP RELIEF VALVE ACCESS MUST BE
SQUARE SHAPED DIAMOND METAL PLATED LID PAINTED - TGIC
POWDER COAT - COLOR: ANSI 61 GREY.
9. IF A FLOW CONTROL DEVICE IS REQUIRED AT GREASE TRAP, IT
MUST BE INSTALLED UNDERGROUND WITH AN ACCESS PANEL
FLUSH WITH FINISHED FLOOR. LID MUST BE A METAL DIAMOND
TREAD PLATE PAINTED (TGIC POWDER COAT- ANSI 61 GREY) TO
MATCH GREASE TRAP.
NOTE:
REFER TO PLUMBING RISERS
SHEET P-3 FOR PIPE SIZING
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.
FIELD VERIFY ALL EXISTING CONDITIONS AND
UTILITIES LOCATIONS PRIOR TO BID.
CONTRACTOR TO COORDINATE NECESSARY
REQUIREMENTS WITH ALL OTHER TRADES.
NOTIFY ENGINEER OF RECORD OF ANY
DISCREPANCIES BETWEEN SITE CONDITIONS
AND PLANS.
NORTH
KEYED NOTES
RE-USE EXISTING SEWER AS SHOWN ON PLAN. FIELD VERIFY EXACT
LOCATIONS, DIRECTION OF FLOW, INVERT AND SIZE. EXISTING SIZES AND
EXISTING FIXTURE LOCATIONS PROVIDED TO ENGINEERS FROM A SITE VISIT.
PROVIDE 6" PVC UNDER THE SLAB FOR SODA DISPENSER FROM BAG-N-BOX.
VERIFY LOCATION IN ORDER FOR THE SODA LINES TO RUN TO DESIGNATED
LOCATION WITHIN SODA CABINET AND BAG-N-BOX. COORDINATE WITH SODA
VENDOR AND ALL WASTE LINES. SEE 1/P-1 FOR TERMINATION DETAIL.
NEW 50 GPM HYDROMECHANICAL GREASE INTERCEPTOR. NEW GREASE TRAP
PROVIDED BY EQUIPMENT VENDOR AND INSTALLED BY CONTRACTOR.
COORDINATE CONNECTIONS WITH INSTALLING PIPING. PROVIDE WITH
EXTENSION, FIELD VERIFY IF ADDITIONAL EXTENSIONS ARE NECESSARY.
ACCESSIBLE FLOW CONTROL DEVICE. PROVIDE ACCESS COVER AND UTILITY
BOX. PROVIDE 3/4" HORIZONTAL VENT LINE FROM FLOW CONTROL DEVICE -
REVERSE GRADE FROM FIXTURE SERVED. PROVIDE DRAINAGE PATTERN
FITTINGS AT HORIZONTAL VENTS AS REQUIRED.
ROUTE 3" VENT THROUGH THE ROOF. VERIFY IN FIELD A MIN OF 10'-0" FROM
ANY OUTDOOR AIR INTAKE. SEE 4/P1.1 AND SANITARY WASTE ISOMETRIC.
WHEN TWO OR MORE VENT PIPES CONVERGE, EVERY DRY VENT SHALL RISE
VERTICALLY TO A MINIMUM OF 6 INCHES ABOVE THE FLOOD LEVEL RIM OF THE
HIGHEST TRAP OR TRAPPED FIXTURE BEING VENTED.
FREEZER/REFRIGERATOR EQUIPMENT IS FURNISHED WITH DEFROST
VAPORIZER. NO CONDENSATE LINES FROM EVAPORATORS ARE REQUIRED.
DRAIN MUST BE TIGHT TO ONE SIDE OF CABINET TO ALLOW FOR A BAG-N-BOX IF
NEEDED.
INSTALL WALL CLEAN-OUT 12" A.F.F. CENTERED.
F.C.O. - COORDINATE WITH NEW FLOOR FINISHES. CONTRACTOR TO FIELD
VERIFY CORRECT CONNECTION (3" OR 4") AND ORDER APPROPRIATE MODEL.
DEMOLISH AND CAP ANY EXISTING UNUSED SEWER LINES AND CLEANOUTS.
(TYPICAL)
INSTALL FLOOR DRAIN AGAINST REAR OF MERCHANDISER, WITH FUNNEL.
ROUTE INDIRECT DRAIN FROM #73 TO FLOOR DRAIN.
REMOVE EXISTING ABOVE GROUND GREASE TRAP SERVING THE 3 COMP SINK.
DISCHARGE 3-COMP SINK INDIRECT INTO NEW FLOOR SINK. SEE DETAIL 3/P1.1
EXISTING FIXTURE TO REMAIN. MODIFY SEWER CONNECTIONS AS NECESSARY
TO MEET NEW DESIGN.
P-1.1
PLANS
PLUMBING
1/4" = 1'-0"A
SANITARY WASTE PLAN
N.T.S.3
3-COMP SINK DETAIL
VENT
PITCH AT
1/8"/FT
FLOOR DRAIN
4" TRAP
SEDIMENT
BUCKET
FLOOR DRAIN DETAIL
N.T.S.2
CONNECT TO
TRAP PRIMER
ROOFING
FLASHING
ROOFING
5'-0" MIN. FROM INSIDE WALL
TYPICAL VENT THRU ROOF
N.T.S.4
FLOOR DRAIN WITH
FUNNEL 4" HIGH
18" RUBBER MEMBRANE
NICKEL BRONZE GRATE
AIR GAP
1" MIN.
FLOOR DRAIN WITH FUNNEL DETAIL
N.T.S.5
CONNECT TO
TRAP PRIMER
(CONDENSATE DRAIN
LINE ONLY)
NOTE:
SLOPE ALL PIPING WITH 1/8"
MINIMUM PITCH.
18
8
16
1"
CONC. SLAB
SEE
FIGURE 1.0
FIGURE 1.0 FILL IN HOLE WITH
FOAM & WHITE SILICONE
AROUND SYRUP LINES
SYRUP
LINES
CONC.
SLAB
6" PVC CHASE
6" PVC CAP
90° ANGLE
3" HOLE
N.T.S.
SODA CHASE TERMINATION DETAIL
1
FINISHED FLOOR
2"
FLOOR SINK
TO GREASE
WASTE
MIN. 2"
AIR GAP
RIGID
CONNECTION
FE
FE
FE
FE
FE
FE
WH
EX
WH
EX
5
20
EX
CP
1
19
EX
WC
1
3
LAV
1
TP
1
4
73
12
99
19
73
849
2
8A49
2
16 1
21D
EX
21
EX
EXISTING 1-1/2" CW INTO SPACE
WITH EXISTING SHUT-OFF.
FIELD VERIFY EXACT LOCATION.
34
C
W
H
W
H
W
H
W
FW
CW
CW
CW
(
E
X
)
C
W
CW
CW
C
W
HWR
F
W
C
W
C
W
H
W
H
W
CWHW HW
CWHW
HW
HW
HW
CW
HWHW
CW
107 8
9
5
13
13
13
13
13
13
7
6
10
11
HW
R
H
W
H
W
H
W
TP
14
TP
1
4
(TYP)
12
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G E N E R A L N O T E S
1.COORDINATE WATER LINES WITH ELECTRICAL CONTRACTOR PIPING SHALL
NOT BE ROUTED OVER ELECTRICAL PANEL OR EQUIPMENT.
2.ALL BACKFLOW PREVENTERS SHOULD BE INSTALLED ABOVE THE KITCHEN OR
RESTROOM DROP CEILING. IF BFP CANNOT BE INSTALLED ABOVE CEILING, IT
MUST BE INSTALLED ABOVE THE MOP SINK, UNDER THE WATER HEATER
PLATFORM. BFP SHOULD NOT INTERFERE IN ANY WAY WITH THE OPERATION
OF THE KITCHEN. IF AN EXISTING BACKFLOW PREVENTER IS IN A LOCATION
OTHER THAN WHAT IS SHOWN ON THESE DRAWINGS, CONTACT THE JIMMY
JOHN'S CONSTRUCTION DEPARTMENT IMMEDIATELY FOR DIRECTION ON HOW
TO PROCEED
3.ALL PLUMBING AND GAS LINES MUST BE RECESSED WITHIN WALL CAVITIES,
UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS. NO WATER
LINES MAY RUN ALONG WALL. ALL EXISTING MUST BE MOVED 12" OFF OF
WALL. IF CANNOT BE MOVED, LINE MUST BE FRAMED AROUND AND FINISHED
PER WALL STYLE. ANY APPROVED EXPOSED DRAIN LINES MUST BE COPPER.
NOTE:
REFER TO PLUMBING RISERS
SHEET P-3 FOR PIPE SIZING
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.
FIELD VERIFY ALL EXISTING CONDITIONS AND
UTILITIES LOCATIONS PRIOR TO BID.
CONTRACTOR TO COORDINATE NECESSARY
REQUIREMENTS WITH ALL OTHER TRADES.
NOTIFY ENGINEER OF RECORD OF ANY
DISCREPANCIES BETWEEN SITE CONDITIONS
AND PLANS.
KEYED NOTES
PROVIDE 1/2" CW LINE WITH SHUT-OFF VALVE AT + 81" A.F.F. THRU WALL TO BE
CARBONATOR (MOUNTED ABOVE BAG AND BOX). CONNECTIONS TO
CARBONATOR TO BE PROVIDED BY BEVERAGE COMPANY.
COCA-COLA TO PROVIDE 3/8" SHUTOFF TEE ON NON-CARBONATED WATER LINE
WITHIN SODA CABINET. PLUMBER TO CONNECT TEA BREWER TO 3/8" SHUTOFF
USING BRAIDED METAL HOSE.
PROVIDE 1/2" WATER LINE STUB OUT AT 12 " A.F.F. FOR WATER CLOSET FLUSH
TANK.
1/2" SOFT ANNEALED COPPER FROM TRAP PRIMER ABOVE CEILING DOWN IN
WALL U/G TO F.D.
EXISTING WATER HEATER TO BE RE-USED.
EXISTING 1-1/2" WATER SERVICE. INSTALL SHUT-OFF VALVE, STRAINER,
PRESSURE REDUCING VALVE (IF STATIC PRESSURE IS OVER 70PSI) AND
BACKFLOW PREVENTER AS REQUIRED BY AHJ. FIELD VERIFY ALL EXISTING
CONDITIONS AND ADJUST AS NECESSARY TO MEET DESIGN CRITERIA.
ROUTING OF WATER LINES TO BE COORDINATED WITH MECHANICAL. TYPICAL.
1/2" CW DOWN AND THRU WALL TO ICE MAKER COMPRESSOR AT 67" AFF. RUN
CW SUPPLY WITHIN WALL AND STUB OUT DIRECTLY BEHIND ICE MACHINE TO
SHUT-OFF VALVE AND RUN 1/2" METAL BRAIDED HOSE FROM SHUT-OFF VALVE
TO ICE MACHINE COMPRESSOR.
FILTERED WATER LINE TO BE STUBBED OUT AT 67" A.F.F. TO SHUT OFF VALVE
AND CONNECTED WITH A BRAIDED METAL HOSE, RUN WATER LINE IN WALL.
WATER FILTER TO BE MOUNTED ON WALL AT 8'-0" A.F.F. PROVIDE SHUT OFF
VALVE AT EACH SIDE OF FILTER. RECESS ALL SUPPLY LINES. REFER TO DETAIL
SHEET P-2 FOR MORE INFORMATION.
WATER LINES SHALL NOT BE ROUTED OVER ELECTRICAL PANELS.
ROUTE 1/2" CW LINE BELOW SLAB AND STUB UP UNDER EQUIPMENT #73 FOR
DIPPER WELL CONNECTION (EQUIPMENT #73). COORDINATE EXACT LOCATION
WITH EQUIPMENT. PROVIDE SHUT-OFF VALVE AT STUB-UP.
EXISTING FIXTURE TO REMAIN. MODIFY WATER CONNECTIONS AS NECESSARY
TO MEET NEW DESIGN CRITERIA.
P-1.2
PLANS
PLUMBING
DOMESTIC WATER PLAN
1/4" = 1'-0"A
NORTH
EX GAS
METER
1
EXISTING 1-1/2" GAS INTO SPACE.
FIELD VERIFY EXACT LOCATION
AS NEC.
EXISTING GAS
LINE SERVING
WATER HEATERS
TO REMAIN.
WH
EX
WH
EX
3
2
2
4
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G E N E R A L N O T E S
1.ALL PLUMBING AND GAS LINES MUST BE RECESSED WITHIN WALL CAVITIES,
UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS.
NOTE:
REFER TO PLUMBING RISERS
SHEET P-3 FOR PIPE SIZING
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.
FIELD VERIFY ALL EXISTING CONDITIONS AND
UTILITIES LOCATIONS PRIOR TO BID.
CONTRACTOR TO COORDINATE NECESSARY
REQUIREMENTS WITH ALL OTHER TRADES.
NOTIFY ENGINEER OF RECORD OF ANY
DISCREPANCIES BETWEEN SITE CONDITIONS
AND PLANS.
KEYED NOTES
EXISTING GAS SERVICE TO REMAIN. MODIFY ENTRY POINT TO SPACE IF
RUNNING OVERHEAD OF ELECTRICAL PANELS; MAINTAIN 1'-0" CLEARANCE.
EXISTING GAS CONNECTION TO WATER HEATERS TO REMAIN AS IS.
EXISTING GAS CONNECTION TO ROOFTOP UNIT TO REMAIN AS IS.
P-1.3
PLAN
GAS PLUMBING
NORTH
GAS PLAN
1/4" = 1'-0"A
NOTE: ALL PIPES FULL SIZE OF UNIT OUTLET
TO APPROVED
RECEPTACLE
PIPE SIZE SAME AS
UNIT CONDENSATE DRAIN
OPEN PIPE TO ATMOSPHERE
B. 0.5 X STATIC PRESSURE IN PAN (INCHES).
A. STATIC PRESSURE IN PAN (INCHES)
UNIT
AC
CONDENSATE DRAIN
ROOFING
FLASHING
ROOFING
5'-0" MIN. FROM INSIDE WALL
1. SPACE BLOCKING STANDS AT
6'-0" INTERVALS ON ROOF.
2. FOLD UP END OF SLIP SHEET
AND NAIL TO BLOCK
CONDENSATE PIPE
NOTE:
4x6 "WOLMANIZED"
BLOCKING - MASTIC TO
ADDITIONAL ROOFING
SHEET
METAL STRAP WITH 1/4" DIA. x
2" LAG EACH SIDE, ALLOW
FOR MOVEMENT
B
A
6"
P-2
AND SCHEDULES
PLUMBING DETAILS
P L U M B I N G L E G E N D
1.ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES ACT OF
1990. FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL
STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - PROVIDING ACCESSIBILITY AND USABILITY
FOR PHYSICALLY HANDICAPPED PEOPLE AND/OR GOVERNING CODES. - ALL PLUMBING FIXTURES
EQUIPMENT, TRIM, & FITTINGS SHALL COMPLY WITH CITY REQUIREMENTS, AND FEDERAL
REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY
CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND
EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE
CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT
COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL
PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE
ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID
INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS & CODES.
2.PROVIDE THERMOSTATIC MIXING VALVE AT ALL LAVATORIES AND HAND SINKS. PROVIDE ZURN
TMV-1, 1 TO 15 GPM, NOT TO EXCEED 3 PSI, W/ UNION STOP CHECK INLETS, AND REMOVABLE
STAINLESS STEEL STRAINERS, DIAL THERMOMETER AND DISCHARGE VALVE. SUPPLIES 110^F.
3. ALL ROOF PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH
ROOF MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY.
NOTES:
FLOOR CLEANOUT
WALL CLEANOUT
FLOOR SINK
FLOOR DRAIN
KITCHEN WASTE BELOW FLOOR
SANITARY BELOW FLOOR
FILTERED WATER
HOT WATER
VENT ABOVE FLOOR
COLD WATER
VENT BELOW FLOOR
KW KW
HUB DRAIN
BALL VALVE
TEMPERING VALVE
BACKFLOW PREVENTOR
FW FW
V
RESTROOM LAV
HAND SINKWALL HUNG
LAV
[110° F]
TEMPERED
1/2" THERMOSTATIC
TEMPERING VALVE SEE
SPECIFICATIONS
1/2" HW [140° F]
FINISHED FLOOR
[110° F] TEMPERED
1/2" THERMOSTATIC
TEMPERING VALVE SEE
SPECIFICATIONS
1/2" HW [140° F] SUPPLY
FINISHED FLOOR
1 1/4" O.D. TAILPIECE
1 1/4" O.D. WASTE
1/2" CW SUPPLY
1 1/4" O.D. TAILPIECE
1 1/4" O.D. WASTE
1/2" CW SUPPLY
NOTE:
APPLICABLE TO ALL
LAVS/HAND SINKS
EXISTING WATER HEATER DETAIL
N.T.S.6
TYPICAL VENT THRU ROOF
N.T.S.4
TYPICAL UNIT CONDENSATE PIPING
N.T.S.1
ICE MAKER DRAINAGE PIPING DETAIL
N.T.S.5
8'
-
0
"
A
.
F
.
F
.
FILTERED WATER-OUTLET
WATER SUPPLY-INLET
CONDENSATE SUPPORT SIMILAR
N.T.S.2
LOCAL MIXING VALVE DETAIL
N.T.S.3
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PLUMBING FIXTURE SUPPLIER
KEC DESIGN
301 MERCURY DRIVE
SUITE 1
CHAMPAIGN, IL 61822
PHONE: 217.356.1640
FAX: 217.356.1661
EMAIL: projects@kecdesign.com
PLUMBING FIXTURE SCHEDULE
NOTE: THERE WILL BE ABSOLUTELY NO SUBSTITUTIONS ALLOWED FOR ANY PLUMBING PRODUCTS AS SPECIFIED. THIS INCLUDES ALL ZURN PRODUCTS.
WATER FILTER DETAIL
N.T.S.7
HOT WATER CIRCULATING PUMP
NOTE: COORDINATE RINNAI
HOT WATER HEATER
INSTALLATION W/ ALL LOCAL
HEALTH CODE AND OTHER
CODE REQUIREMENTS.
RINNAI PURCHASE CONTACT INFO:
RICO VIGLIETTI, CORPORATE ACCOUNTS
MANAGER - FOOD SERVICE
EMAIL: jviglietti@rinnai.us
OFFICE: 901-440-7389
PARTIAL WALL
TO ENCLOSE
MOP SINK
FULL HEIGHT WALLS
ON ONE SIDE OF
MOP ENCLOSURE
DROP CEILING
AT 10' 4" AFF
CONNECTION DETAIL
Cold Water Supply
Gas Supply
Hot Water Supply
Condensate Drain
Line Recessed Back
Into Wall And Stubs
Out To Drain Into
Mop Sink Below
FIXTURE UNIT COUNT
VENT
TO SAN. WASTE MAIN
1" MIN AIR GAP
OR AIR BREAK
ICE MAKER
DEEP SEAL
TRAP
DRAIN FROM
COOLING UNIT
FLOOR DRAIN
FOR ICE BIN
EXISTING WATER HEATER SCHEDULE (GAS)
1 INSTANT
GAS
WATER
HEATER
2 INSTANT
GAS
WATER
HEATER
EXISTING
GAS METER
WH
EX
WH
EX
(199MBH)
(199MBH)
RTU
2
(HEAT
PUMP)
RTU
1-EX
(108MBH)
19
EX
21D
EX 21D
EX
21
EX
19
20
EX
WH
EX
WH
EX
TP
1
16
99
LAV
1
WC
1
TP
1
TP
1
107
CW(
E
X
)
F
W
C
W
C
W
H
W
C
W
CW
C
W
CW
CW
CWHW
HW
H
W
H
W
R
HWR
H
W
F
W
F
W
HW
H
W
HW
73
73
FCO
SQ
19
LAV
1
WCO
-
WC
1
FD
1SQ
FD
1SQ73
73
FS
1
FS
1 99
FCO
SQ
19
EX
GT
1
FD
1SQ
FS
1
FD
2SQ
21
EX
21D
EX
20
EX
CO
EX
FS
1107
FD
2RD
EXISTING
GAS TO
WH'S
FD
1RD
3"VTR
DISCHARGE TO
NEW FLOOR SINK.
DISCHARGE TO
NEW FLOOR SINK.
3"VTR
3"S
S
3"SS 3"SS
3"
G
W
3"
G
W
3"
S
S
(
E
X
)
3"
S
S
(
E
X
)
3"S
S
3"S
S
3
"
S
S
3"G
W
3"G
W
3"GW 3"GW
2"V
2"V
2
"
V
2
"
V
2"V
3"S
S
(
E
X
)
3"S
S
(
E
X
)
3
"
S
S
FCO
SQ
2"V
3"
S
S
2
"
V
2
"
V
2"V
2"V
2"V
2
"
V
EXISTING CAPPED
GAS LINE.
1-1/2" EXIST.
GAS
S A N I T A R Y W A S T E I S O M E T R I C
N.T.S.B
D O M E S T I C W A T E R I S O M E T R I C
N.T.S.A
P-3
ISOMETRICS
PLUMBING
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1.SEE RESTAURANT EQUIPMENT SCHEDULE ON THE
ARCHITECTURAL PLANS FOR EQUIPMENT PROVIDED BY
OTHERS. THIS CONTRACTOR SHALL CONNECT WASTE, VENT,
AND WATER TO EQUIPMENT FURNISHED BY OTHERS AND THIS
CONTRACTOR SHALL INSTALL FAUCETS AND MISC. FITTINGS
FOR A COMPLETE INSTALLATION.
2.ALL PLUMBING LINES MUST BE RECESSED WITHIN WALL
CAVITIES UNLESS SPECIFICALLY NOTED OTHERWISE IN THE
BLUEPRINTS.
3.CONNECT NEW DOMESTIC WATER TO EXISTING LINE. INSTALL
BALL VALVE AS SHOWN.
4.EXTEND PLUMBING VENT UP THRU ROOF TO APPROVED VENT
TERMINATION. LOCATE MINIMUM OF 10 FEET FROM ANY O.A.
INTAKE AT THE CONDENSER UNITS. OFFSET AS NEEDED.
5.ALL EXPOSED PIPING TO PLUMBING FIXTURES SHALL BE
CHROME PLATED. STOPS SHALL BE PROVIDED WITH
REMOVABLE TYPE HANDLES.
G E N E R A L N O T E S
NOTE:
A.THE PLUMBING CONTRACTOR SHALL SEE THAT THE
PROPER GAS METER AND REGULATOR ARE INSTALLED
BY THE UTILITY CO. AND PAY FOR ANY FEES CHARGED
FOR THE INSTALLATION OF THE METER AND SERVICE
LINES. GAS LINES SHALL EXTEND FROM THE METER TO
ALL EQUIPMENT REQUIRING GAS.
B.GAS PIPING: SCREWED STANDARD WEIGHT SCHEDULE 40
GALVANIZED STEEL CONFORMING TO ASTM A53
SPECIFICATIONS FOR GAS PIPING.
C.GAS PIPE SHALL BE PROVIDED WITH SUITABLE DRIP
LEGS ON ALL MAINS AND RISERS AT EQUIPMENT
CONNECTIONS. ALL EQUIPMENT CONNECTIONS WILL BE
PROVIDED WITH AN AGA APPROVED BUTTERFLY VALVE.
CAP WHERE REQUIRED.
NOTE:
CONTRACTOR TO VERIFY EXACT GAS DELIVERY PRESSURE
AT THE CUSTOMER SIDE OF METER IMMEDIATELY AFTER
AWARD OF BID AND PRIOR TO COMMENCEMENT OF WORK.
CONTRACTOR SHALL APPLY FOR GAS SERVICE IN A TIMELY
MANNER. IF PRESSURE IS HIGHER THAN THE GAS PRESSURE
USED TO SIZE THE GAS PIPING, CONTRACTOR SHALL
PROVIDE A PRESSURE REGULATOR, IF LOWER, CONTACT THE
PROFESSIONAL OF RECORD IMMEDIATELY FOR DIRECTION. IF
THE PROFESSIONAL OF RECORD IS NOT CONTACTED, IT IS
ASSUMED GAS PRESSURE IS VERIFIED AND ADEQUATE FOR
THE SYSTEM DESIGNED ON THE DRAWINGS.
NOTE:
PIPING SIZED PER 2021 IFGC, TABLE 402.4(2), LOW PRESSURE
GAS, TOTAL GAS DEMAND = 729,000 BTU/H DEVELOPED LENGTH
= ±100'-0" TO METER (V.I.F.). ALL PIPING TO BE SCREWED
STANDARD WEIGHT SCHEDULE 40 GALVANIZED STEEL PIPE
UNLESS NOTED OTHERWISE.
GAS I S O M E T R I C
N.T.S.C
MEP-1
GENERAL NOTES
MECH./ELEC./PLUMB.
1.THE M/E/P CONTRACTORS SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT
NOT NECESSARILY LIMITED TO ALL ARCHITECTURAL, ALL STRUCTURAL, ALL MECHANICAL, ALL
ELECTRICAL, ALL PLUMBING, AND ENTIRE PROJECT MANUAL. ELECTRICAL CONTRACTOR SHALL
ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO
THE COMPLETION OF THE ELECTRICAL WORK. ELECTRICAL CONTRACTOR SHALL FULLY
COORDINATE ELECTRICAL WORK WITH THE INSTALLATION OF WORK BY ALL OTHER TRADES AND
MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL
INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO ADDITIONAL
COST TO THE OWNER.
2.THE M/E/P CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT
THE SITE OF THE WORK, AND FULLY INFORM HIMSELF AS TO ALL CONDITIONS AND MATTERS THAT
CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF, SHOULD THIS CONTRACTOR FIND
DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS
OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE ARCHITECT/ENGINEER AT ONCE, IN WRITING, OF
ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN ELECTRICAL
WORK AND THE WORK OF OTHER TRADES PRIOR AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING
ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED TO INDICATE NO DISCREPANCIES OR
CONFLICTING EXIST. ADDITIONAL COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF
CONTRACT FOR ANY WORK REQUIRED TO COMPLY WITH THESE REQUIREMENTS.
3.THE DRAWINGS INDICATE THE DIAGRAMMATIC INTENT, GENERAL CHARACTER, REQUIREMENTS AND
LOCATION OF THE WORK SHOWN AND INCLUDED. THE WORK INDICATED BUT HAVING MINOR
DETAILS OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4.THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE DRAWINGS WITHOUT DEVIATION.
THIS CONTRACTOR IS INVITED TO SUBMIT SUBSTITUTIONS FROM THE BASE BID, ONLY IF THE
SUBSTITUTIONS ARE APPROVED BY THE OWNER AND ENGINEER/ARCHITECT PRIOR TO SUBMITTING
THE BID.
5.IT IS THE INTENT OF THESE DOCUMENTS THAT THE M/E/P CONTRACTOR PROVIDE ALL LABOR,
MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON
THE PLANS AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES
REQUIRED TO SET NEW SYSTEMS INTO OPERATION.
6.THE CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, HEIGHTS AND LOCATIONS
PRIOR TO ROUGH-IN. ANY MENTION OF A SPECIFIC MOUNTING ARRANGEMENT, HEIGHT OR
LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SPECIFIC
REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING IN THE SAME AREA. NO ADDITIONS TO
THE CONTRACT SUM WILL BE PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN CONFLICT
WITH OTHER WORK, ETC.
7.SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF DUCTWORK CAN BE RUN TO
BETTER ADVANTAGE, PREPARE AND SUBMIT SHOP DRAWINGS SHOWING THE CHANGES BEFORE
PROCEEDING WITH THE WORK. IF SUCH CHANGES ARE APPROVED BY ARCHITECT/ENGINEER, THEY
SHALL BECOME A PART OF THE CONTRACT AFTER THEIR APPROVAL.
8.UPON COMPLETION OF THE WORK, THE CONTRACTORS SHALL REVIEW AND CHECK THE ENTIRE
PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH
FROM THE OWNER'S PROPERTY, LEAVING THE WORK IN NEAT AND CLEAN ORDER AND IN COMPLETE
WORKING CONDITION. THE CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CARTON,
DEBRIS, ETC. FOR EQUIPMENT INSTALLED BY THE CONTRACTOR INCLUDING EQUIPMENT FURNISHED
BY THE OWNER. THE ABOVE SHALL ALSO APPLY TO ALL EQUIPMENT FURNISHED BY OTHERS AND
UNPACKED OR REMOVED FROM CARTON, BY THE CONTRACTORS.
9.THE M.E.P. CONTRACTORS IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING,
UNPACKING STORING SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT OR
WEATHER DURING CONSTRUCTION FOR ALL NEW EQUIPMENT FURNISHED BY THE ELECTRICAL
CONTRACTOR.
10.THE M.E.P. CONTRACTORS SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES,
INSPECTIONS AND TAXES APPLICABLE TO THIS DIVISION AND SHALL BE INCLUDED IN THE BASE BID
AS PART OF THIS CONTRACT.
11.THE M.E.P. CONTRACTORS SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE
FULL YEAR AFTER FINAL ACCEPTANCE BY THE ARCHITECT/ENGINEER AND OWNER.
12.M.E.P. CONTRACTORS SHALL FURNISH CONTRACT RECORD DOCUMENTS TO THE ARCHITECT/
ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. THE CONTRACT RECORD DOCUMENTS SHALL
INDICATE THE DIAGRAMMATIC INSTALLED CONDITION AND BE IN REPRODUCIBLE DRAWING FORM.
13.THE WORK INSTALLED SHALL BE IN ACCORDANCE WITH ALL CITY CODES AND THE LOCAL UTILITY
COMPANY'S REQUIREMENTS.
14.ALL EQUIPMENT/DEVICES SHALL BE NEW AND/OR FIRST QUALITY AND IS TO BEAR THE APPROPRIATE
UL OR CSA APPROVED LABELS FOR SPECIFIC PURPOSE.
15.MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL
SYSTEM AS REQUIRED.
16.ALL THERMOSTATS SHALL BE MOUNTED AT +60" ABOVE FINISHED FLOOR (UNLESS OTHERWISE
SPECIFIED). THERMOSTATS SHALL NOT INTERFERE WITH SHELVING, VENDING MACHINES, OTHER
FIXTURES OR CONTROLS.
17.THE CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND CAPABLE OF PERFORMING QUALITY
WORKMANSHIP. THIS CONTRACTOR GUARANTEES ALL OF HIS WORK AND MATERIALS FOR A PERIOD
OF ONE (1) FULL YEAR AND FINAL ACCEPTANCE BY THE OWNER AND ENGINEER.
18.THE MECH & PLMG CONTRS SHALL SUBMIT SHOP DRAWINGS PRIOR TO THE START OF INSTALLATION
FOR OWNER/ARCHITECT/ENGINEER APPROVAL.
19. THE M/E/P CONTRACTORS SHALL FURNISH AS-BUILT DRAWINGS TO THE OWNER/ENGINEER BEFORE
FINAL PAYMENT WILL BE ISSUED. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE
FORM.
20.THE M/E/P CONTRACTORS SHALL BE RESPONSIBLE FOR THE STARTUP OF ALL HEATING, VENTING,
AND AIR-CONDITIONING EQUIPMENT.
21. THE M/E/P CONTRACTORS SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT THE
OWNER IN THE OPERATION AND MAINTENANCE OF THE NEW EQUIPMENT.
22. DO ALL CUTTING AND PATCHING (TO ORIGINAL STATE) OF BUILDING MATERIALS AS REQUIRED FOR
INSTALLATION OF A COMPLETE WORKABLE SYSTEM.
23. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING THRU
FLOORS.
24. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND
WATER SUPPLY ON THE SITE PRIOR TO THE PERFORMANCE OF ANY WORK.
25. PLUMBER SHALL PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. SUCH SERVICE VALVES
SHALL BE LOCATED ACCESSIBLY ABOVE THE CEILING.
26.PLUMBER SHALL BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY PLUMBING CODES SUPPLY CERTIFICATE OF
COMPLIANCE.
27.ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE TEST. METHOD OF TEST AND
REQUIREMENTS TO BE MET SHALL BE AS PER THE CITY.
28. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND DRAINING OF TRENCHES
OR PITS NECESSARY FOR THE INSTALLATION OF HIS WORK.
29.THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS
PART OF THIS SPECIFICATION.
30.ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY AUTHORITIES
AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE.
31.CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL
PERMITS AND CERTIFICATES OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY THE
CONTRACTOR.
PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO
FINAL BILLING.
32.ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED.
UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER
TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES.
33.SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S
REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL
CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE
HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE
FOR REJECTION WITHOUT REVIEW BY THE OWNER.
34.THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED
FOR ANY WORK HEREIN SPECIFIED.
ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE CORE-BORED, SLEEVED,
GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2" AFF.
ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER
CONDUIT INSTALLATION TO RETAIN FIRE RATING.
35.ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING,
SERVICING, MAINTAINING AND REPAIR.
HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC.,
NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING
STRUCTURE, NOT TO PIPING OR DUCTWORK.
ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN
STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT
LEAST 3" FROM WATER LINES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCH LINES.
36.EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING
ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND
RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS.
37.GUARANTEE
CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE
CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS
BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE
OTHER THAN ORDINARY WEAR AND TEAR.
FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED
AND/OR INSTALLED BY HIM.
38.THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN
ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER
THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR
REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND
OTHER ITEMS ARE COMPLETED.
39.THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES.
CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE
BALLASTS, PRIOR COMMENCING ANY WORK.
NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING EQUIPMENT,
MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED
OF BY THIS CONTRACT0R.
40.THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY THE
COST FOR THE UTILITY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE
OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME.
CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER.
CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED ON
THE PREMISES DURING CONSTRUCTION.
41.SCOPE OF WORK
CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND FEES REQUIRED
TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS,
CONTROLS, AND SYSTEMS IN SERVICE.
COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE
BRANCH CIRCUIT WIRING SYSTEM
COMPLETE UTILITY MOTOR WIRING SYSTEMS (EXCEPT AS NOTED) COMPLETE LIGHTING FIXTURE
INSTALLATION
COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF CONNECTION TO LANDLORD'S
SYSTEM AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC.
TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION
WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED BY THE OWNER
PROVISIONS FOR FIRE ALARM/SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S
SYSTEM
TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION
TESTING OF ALL ELECTRICAL EQUIPMENT
WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROJECT CLOSE-OUT
42.ELECTRICAL SERVICE
PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING.
ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL
BE PROVIDED BY THE ELECTRICAL CONTRACTOR.
CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY.
CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR INSTALLATION OF
METERING.
43.CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY FOR
TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE
LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES.
COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE
SYSTEM.
OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE
PLATE.
PROVIDE INTERIOR TYPE 4-D PLYWOOD O SERVE AS TELEPHONE TERMINAL BOARD - VERIFY EXACT
LOCATION WITH JIMMY JOHN'S.
44.FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK
SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION.
44.1 THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE.
44.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, SHALL BE NEW AND
SUCH AS APPEARS ON THE UNDERWRITER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL
MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS.
44.3 EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE AND THE CITY CODES.
45.CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE
REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE
APPROVED BY OWNER'S REPRESENTATIVE.
46.RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE,
CONSTRUCTED OF GALVANIZED STEEL WITH SNAP-ON COVERS, WITH 1/8" MOUNTING SCREW
KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND
MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR
PAINTING.
47.ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V INSULATION:
47.1 #10 AND SMALLER - SOLID WITH SINGLE BRAID OR STRANDED
# 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID.
MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL APPLICATIONS.
47.2 ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN
PACKAGES.
47.3 GENERAL WIRING SHALL HAVE THW, THHN OR THWN INSULATION.
47.4 ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUIT WIRING.
47.5 WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS
48.OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR SHERARDIZED STEEL,
KNOCK-OUT TYPE W/FIXTURE STUDS AS REQ.
JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND
SIZE.
49.WIRING DEVICES
WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY, FLUSH,
TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V, WITH SCREW TERMINALS:
MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2-POLE, 3-WIRE GROUNDING TYPE,
SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE INDICATED. MANUFACTURERS
SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES,
GROUND FAULT CIRCUIT INTERRUPTER, FEED-THROUGH TYPE, CAPABLE OF PROTECTING
CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL-RATED
CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING AND SIGNALING;
WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL; IN NEMA 5-15R CONFIGURATION.
MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2-POLE, 4-WIRE, 15A STRAIGHT BLADE
DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5-15R
CONFIGURATION, AS MANUFACTURED BY HUBBELL IG-5362.
ANY RECEPTACLE THAT IS INSTALLED AT OR BELOW 37 INCHES SHALL BE INSTALLED GROUND UP
AND ANY RECEPTACLE THAT IS INSTALLED AT OR ABOVE 38 INCHES SHALL BE INSTALLED GROUND
DOWN.
50.THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING
FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION
SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS.
ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL THE REQUIRED CITY
CODES, NEC CODES AND REGULATIONS.
PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT
ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND
ELECTRICALLY IN ACCORDANCE WITH ALL CITY CODES.
MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, TABLE 250-66 OF THE
NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO GROUND WIRE FROM DAMAGE TO AN AREA 6
FT. ABOVE FLOOR. PROTECT
MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY
OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM.
GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES.
GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE.
GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT.
51.LIGHTING PANEL BOARD SHALL BE 3-PHASE, 4-WIRE DISTRIBUTED PHASE TYPE WITH SOLID
NEUTRAL GROUND LUG, GROUND BUS AND NUMBER OF CIRCUIT BREAKERS AS SHOWN ON THE
PANEL SCHEDULE. BUSWAYS SHALL BE HARD DRAWN COPPER. CABINET SHALL BE CONSTRUCTED
OF CODE GAUGE STEEL WITH HINGED DOOR HAVING DIRECTORY CARD, NEATLY AND PROPERLY
INSCRIBED AND SET IN FRAME WITH TRANSPARENT COVER.
ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE
BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP
SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V.
CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE.
PANELBOARDS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE-D OR EQUAL.
PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE
PHASES.
52.PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS CALLED FOR ON
DRAWING AND AS REQUIRED BY THE CITY. SWITCHES SHALL BE HEAVY DUTY, LOAD AND
HORSEPOWER RATED AS MANUFACTURED BY SQUARE-D, GENERAL ELECTRIC, OR EQUAL. SWITCH
ENCLOSURE TO BE SUITABLE FOR APPLICATION.
FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED
TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT.
53.IF REQUIRED: PROVIDE DRY-TYPE TRANSFORMER WHICH SHALL BE COMPLETELY ENCLOSED
EXCEPT FOR VENTILATING OPENINGS WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE
DRAWING AS MANUFACTURED BY SQUARE-D.
TRANSFORMER SHALL HAVE A MINIMUM OF CLASS 155 INSULATION SYSTEM, AND A MINIMUM OF (4)
2-1/2 % TAPS BELOW AND (2) 2-1/2 % TAPS ABOVE RATED PRIMARY VOLTAGE.
SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS
AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY.
54.LIGHTING FIXTURES
THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH
LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND
MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION.
55.PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY GENERAL CONTRACTOR.
56.RECEPTACLES, SWITCHES, AND COVER PLATES IN CUSTOMER AREAS ARE TO MATCH THE
SURROUNDING WALL COLOR. ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS
ARE TO BE WHITE. ALL COVER PLATES IN THE PREP AREA AND RESTROOMS NEED TO BE STAINLESS
STEEL.
57.FINALLY
IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT
ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT
NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED.
THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND
THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY RECEPTACLES OR FIXTURES BEFORE THEY
ARE INSTALLED WITHOUT ADDITIONAL COST.
58.NO ROMEX OR BX WILL BE PERMITTED.
59.ALL WIRE SHALL BE INSTALLED IN THIN WALL (E.M.T.) CONDUIT UNLESS OTHERWISE NOTED.
MINIMUM SIZE SHALL BE 3/4" EXCEPT FOR DROPS FOR DEVICES, SWITCH LEGS, TEMPERATURE
CONTROL CONDUITS, WHERE INDICATED OR AS CALLED FOR ON DRAWINGS.
60.ALL THIN WALL FITTINGS SHALL BE OF THE STEEL COMPRESSION GLAND TYPE.
61.ALL UNDER FLOOR, UNDERGROUND OR EXPOSED-TO-WEATHER CONDUIT SHALL BE HEAVY WALL
GALVANIZED RIGID STEEL. (G.R.S.), MINIMUM 3/4".
62.ALL CONDUITS 2" OR LARGER SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL
CONDUIT (I.M.C.).
63.ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN AND AS SCHEDULED ABOVE
AND SHALL NOT REDUCE SIZING OF CONDUITS TO SUIT WIRE FILL CAPACITY.
64.ALL CONDUIT FASTENERS, STRAPS, SUPPORTS ETC. MUST BE "BOLT-ON" GALVANIZED STEEL ON
EXPOSED CONSTRUCTION AND IN WET AREAS. ABOVE SUSPENDED CEILINGS WILL BE PERMITTED.
ALL FASTENERS, SNAP-ON BLACK METAL "CADDY" CLIPS IN METAL PARTITION WALLS AND STRAPS,
CLIPS, ETC. SHALL BE UL LISTED FOR THEIR USE.
65.NO CONDUITS SHALL BE ROUTED THROUGH HVAC AIR DUCTS.
66.ALL CONDUIT RACEWAYS SHALL BE CONCEALED IN OR WITHIN: WALLS, CEILING CAVITY, ROOF
CONSTRUCTION (WHERE APPROVED), SLAB, GRADE, ETC. UNLESS OTHERWISE NOTED. ANY
RACEWAY THAT IS TO BE ROUTED EXPOSED SHALL BE APPROVED BY THE ARCHITECT/ENGINEER
PRIOR TO INSTALLATION. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS
AND STRUCTURAL MEMBERS WITH 90° F BENDS WHERE REQUIRED AND SHALL BE RACKED. PULL
AND JUNCTION BOXES SHALL BE HELD TO A MINIMUM.
67.NO WIREWAY, THROUGH OR JUNCTION SHALL BE UTILIZED WHERE MORE THAN 8 CONDUITS ARE
ENTERING OR LEAVING. MULTIPLE WIREWAYS, TROUGHS OR JUNCTIONS SHALL BE UTILIZED. IN NO
CASE SHALL FEED OR CONDUIT OR CABLING BE MIXED WITH BRANCH CONDUIT.
68.NO CONDUITS SHALL BE ROUTED ON ROOF. ELECTRICAL CONTRACTOR SHALL COORDINATE ROOF
PENETRATIONS WITH MECHANICAL PIPE CURBS. WHERE CONDUIT MUST BE RUN ON ROOF, IT SHALL
BE RACKED WITH OTHER TRADES WHERE POSSIBLE OR PROVIDED WITH ITS OWN ROOF RACK
SUPPORT SYSTEM WITH PROPER ROOF PLATE SO AS NOT TO CAUSE DAMAGE TO ROOF COVERING.
69.ELECTRICAL CONTRACTOR SHALL FIREPROOF ALL CONDUIT OPENINGS BETWEEN FLOORS AND ANY
INTERSPACE FIRE SEPARATION BLOCK WALLS WITH AN ENGINEER APPROVED UL LISTED FIRE
RETARDANT MATERIAL.
70.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING
THRU FLOORS. ELECTRICAL CONTRACTOR SHALL WEATHERPROOF ALL PENETRATIONS THRU
FOUNDATION AND EXTERIOR WALLS.
71.FINAL EQUIPMENT CONNECTION TO PILOT CONTROL DEVICES SHALL BE MADE WITH 1'-0" MINIMUM
LENGTH OF FLEXIBLE CONDUIT CONNECTION (IE. SOLENOID VALVES, MOTORIZED DAMPERS, ETC.).
72.ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL LOW VOLTAGE SWITCHING IN LIEU OF LINE
VOLTAGE SWITCHING FOR 277 CIRCUITS IF REQUIRED BY LOCAL CODE. ELECTRICAL CONTRACTOR
SHALL PROVIDE BARRIERS TO SEPARATE DIFFERENT PHASES IN 277 VOLT GANGED SWITCH BOXES.
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. 502.426.0527 box1@bayusdesign.com
MEP-2
SPECIFICATIONS
MECH./ELEC./PLUMB.
DUPLEX RECEPTACLE, 208V, 20 AMP RATED 18" A.F.F. UNLESS OTHERWISE NOTED. MOUNTED IN
COMMON JUNCTION BOX.
DESCRIPTIONSYMBOL
J
J
T
SYMBOL DESCRIPTIONMATERIALS:
1.ALL MATERIALS SHALL BE NEW, OF FIRST QUALITY AND UL LISTED FOR THE SPECIFIC DESIGN PURPOSE.
2.SANITARY, VENT AND STORM LINES SHALL BE CAST IRON AND AS PERMITTED BY THE CITY AUTHORITIES. PVC NOT
PERMITTED WHERE DISCHARGE EXCEEDS 90°F
3.ALL WATER AND WASTE PIPING TO BE RUN ON WARM SIDE OF INSULATION.
4.DOMESTIC SUPPLY PIPING LOCATED ABOVE THE FINISHED FLOOR SHALL BE TYPE "L" COPPER. UNDERGROUND DOMESTIC
SUPPLY PIPING SHALL BE TYPE "K" COPPER.
5.THREADED FITTINGS ON GALVANIZED STEEL PIPING SHALL BE 150# CLASS GALVANIZED MALLEABLE IRON FITTING
CONFORMING TO ASTM A-197 SPECIFICATION.
6.FURNISH AND INSTALL UNIONS WHERE INDICATED OR NECESSARY FOR REPAIR OR SERVICE. UNIONS 2" AND SMALLER
SHALL BE STANDARD GROUND JOINT BRASS TO IRON SEAT, MALLEABLE IRON, SCREWED. UNIONS 2-1/2" AND LARGER
SHALL BE STANDARD CAST IRON FLANGED UNIONS 125# CLASS.
7.VALVES SHALL BE MANUFACTURED BY CRANE, STOCKHAM.
8.DOMESTIC HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH ONE OF THE FOLLOWING: (INSTALL AS RECOMMENDED
BY MANUFACTURER).
A.1" THICK PREFORMED FIBERGLASS WITH "K" FACTOR OF 0.23 MAXIMUM AT 75°F. MEAN TEMPERATURE. JACKET TO BE
FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER.
B.1" THICK MOLDED RIGID PHENOLIC FOAM WITH "K" FACTOR OF 0.23 MAXIMUM AT 78°F MEAN TEMPERATURE WITH FACTORY
APPLIED LAMINATED ALUMINUM FOIL AND WHITE KRAFT PAPER VAPOR BARRIER JACKET.
9.DOMESTIC COLD WATER PIPING AND SUSPENDED HORIZONTAL STORM SEWERS AND ALL FITTINGS SHALL BE INSULATED
WITH: (INSTALL AS RECOMMENDED BY MANUFACTURER).
A. 1/2" THICK INSULATION W/ FRK WRAP FOR PIPING UP TO 1-1/4" DIAMETER.
B. 1" THICK AT STORM
C. SEAL BUTT & LONGITUDIAL JOINTS W/ WATERPROOF SEALANT.
10.PIPE INSULATION AT ALL PIPE HANGERS SHALL CONSIST OF INSUL-SHIELD FIBERGLASS PIPE SUPPORTS AS
MANUFACTURED BY INSUL-COUSTIC OR ARCHITECT/ENGINEER APPROVED EQUAL.
11.HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE.
PROCEDURES:
1.ALL SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY HANGERS SPACED NO FURTHER THAN 8' - 0" APART (4' -0"
APART FOR PVC PIPING). NO PIPING SHALL BE SELF-SUPPORTING NOR BE SUPPORTED FROM EQUIPMENT CONNECTIONS
AND PER U.P.C. TABLE 3-2.
2.ALL PARALLEL PIPES [TWO (2) OR MORE] SHALL BE SUPPORTED ON A CHANNEL TYPE TRAPEZE HANGER.
3.SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN PIPING SYSTEMS
UNLESS PIPE REQUIRES FIRM ANCHOR CONTROL.
4.HORIZONTAL SOIL OR WASTE LINES SHALL BE AT A SLOPE OF NOT LESS THAN AS NOTED IN NOTE #(17) BELOW AND SHALL
BE HELD CLOSE TO THE CONSTRUCTION TO MAINTAIN A MAXIMUM OF HEAD ROOM. ALL CHANGES OF DIRECTION AND
JUNCTIONS SHALL BE MADE WITH "Y" FITTINGS AND 1/8" BENDS. NO LINES OF ANY KIND SHALL BE LOCATED BELOW
FREEZERS. ALL DRAIN LINES SHALL BE PROTECTED FROM FREEZING.
5.HOT AND COLD WATER PIPING SHALL BE PROPERLY PITCHED TO LOW POINTS IN THE SYSTEM WHERE DRAINS SHALL BE
INSTALLED.
6.CLEANOUTS SHALL BE PLACED AT ALL DEAD ENDS, AT CHANGES OF DIRECTION, AT 50'-0" INTERVALS ON HORIZONTAL
RUNS, OUT OF HIGH TRAFFIC AREAS, (NOT UNDER CASES) ETC. WHERE CLEANOUTS OCCUR IN CONCEALED SPACES, THEY
SHALL BE PROVIDED WITH EXTENSIONS TO FLOOR ABOVE OR TO WALLS. A HAND-HOLE TEST TEE SHALL BE PLACED AT
THE BASE OF EACH STACK.
7.VENT STACKS EXTENDING UP THROUGH THE ROOF SHALL BE FLASHED WITH SIX POUND SHEET LEAD. FLASHING SHALL
EXTEND 12" IN ALL DIRECTIONS FROM THE VENT, CARRIED OVER AND TURNED DOWN THE INSIDE OF THE VENT. ALL SEAMS
AND JOINTS OF FLASHING SHALL BE SOLDERED AND PROVEN WEATHERTIGHT. EXTEND VENTS A MIN. OF 12" ABOVE ROOF,
AND 30" AWAY FROM PARAPET.
8.ALL SUPPLY PIPING TO BE RUN OVERHEAD, UNLESS NOTED OTHERWISE.
9.ALL SUPPLY PIPING TO BE A MINIMUM OF 1/2" DIA.
10.EACH FIXTURE WILL HAVE A 3/4" X 12" AIR CHAMBER.
11.PROVIDE SERVICE VALVE AT BRANCHES AND AT ALL APPLIANCES.
12.ALL FIXTURES WILL BE FURNISHED WITH INTEGRAL STOPS.
13.BURIED SANITARY AND WASTE LINES WILL BE AS NOTED ON PLUMBING PLAN..
14.ALL FLOOR DRAINS AND FIXTURES TO BE VENTED IN ACCORDANCE WITH LOCAL CODES.
15.ALL HORIZONTAL VENT PIPING SHALL BE RUN ABOVE FINISHED CEILINGS AND SLOPED UP TOWARD MAIN STACK.
16.THE PLUMBING CONTRACTOR WILL NOT INSTALL COMBUSTIBLE PIPING MATERIAL IN OR THROUGH FIRE RATED
ASSEMBLIES.
17.HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" DIA. AND UNDER.
18.HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THEN 1/4" PER FOOT FOR PIPING 4" DIA. AND OVER.
19.ALL EQUIPMENT DEVICES SHALL BE INSTALLED WITH UNIONS IN SUCH A MANNER TO FACILITATE EASY REMOVAL AND
MAINTENANCE OF EQUIPMENT WITHOUT DISRUPTING SERVICE AND CAUSING MAJOR PIPING REVISIONS.
20.ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE MADE WITH DIELECTRIC UNIONS OR COUPLINGS.
21.JOINTS IN COPPER TIUBING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED COPPER OR COPPER
ALLOYFITTINGS. SURFACES TO BE JOINED BY SOLDERING SHALL BE CLEANED BRIGHT BY MANUAL OR MECHANICAL MEANS.
THE JOINTS SHALL BE PROPERLY FLUXED WITH AN APPROVED TYPE-FLUXAND MADE UP WITH APPROVED SOLDE. SOLDER
AND FLUXES SHALL BE MANUFACTURED TO APPROVED STANDARDS. SOLDER AND FLUXES WITH A LEAD CONTENT THAT
EXCEEDS TWO-TENTHS (.20) OF 1 PERCENT SHALL BE PROHIBITED IN PIPING SYSTEMS USED TO CONVET POTABLE WATER.
NOTE:
1.RECEPTACLES, SWITCHES, AND COVER PLATES IN DINING ROOM ARE TO MATCH THE SURROUNDING
WALL FINISHES.
2.ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS NEED TO BE WHITE.
3.ALL COVER PLATES IN THE PREP AREA AND RESTROOMS NEED TO BE STAINLESS STEEL.
4.ON ALL CONDUIT RUNS:
A.ARROW INDICATE HOME RUN TO PANEL.
B.SLASHES INDICATE QUANTITY OF WIRES.
1. SHORT SLASHES INDICATE PHASE AND SWITCH LEGS.
2. LONG SLASHES INDICATE NEUTRAL CONDUCTORS.
3. LONG SLASHES WITH DOT INDICATE GREEN GROUND CONDUCTORS.
5. DOTTED SYMBOL ON PLAN INDICATES EXISTING FIXTURE, DEVICE OR EQUIPMENT. REFER TO
DEMOLITION NOTES AND SYMBOLS FOR FIXTURE INFORMATION.
GROUND INDICATES GREEN GROUND CONDUCTOR CONNECTED TO EQUIPMENT AND PANEL
GROUND FAULT INTERRUPTER
FURNISHED AND INSTALLED
FURNISHED BY OTHERS
INDICATES FIXTURE CONNECTED TO EMERGENCY SERVICE
ELECTRICAL CONTRACTOR
ABOVE FINISHED FLOORA.F.F.
E.C.
EM
F.B.O.
F & I
GFI
GRND
NL
WP
NIGHT LIGHT, 24 HOUR OPERATION
SINGLE GANG OUTLET, STUB EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE FOR CRT CABLES.
CABLES F.B.O. UNLESS NOTED OTHERWISE.
MECHANICAL EQUIPMENT TAG-SEE MECHANICAL EQUIPMENT SCHEDULE
NON-FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWING
FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWINGS
ELECTRICAL PANEL
MOTOR CONNECTION
SINGLE GANG TELEPHONE OUTLET, STUB "EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE UNLESS
NOTED OTHERWISE
JUNCTION BOX WALL MOUNTED
JUNCTION BOX CEILING MOUNTED
DOUBLE DUPLEX RECEPTACLE, 120V, 20 AMP RATED 18" A.F.F. UNLESS OTHERWISE NOTED. MOUNTED IN
COMMON JUNCTION BOX.
DUPLEX RECEPTACLE, 120 VOLT, 20 AMPERE RATED. UNLESS NOTED OTHERWISE. HUBBELL OR LEVITON
#5362-I.
SUBSCRIPT:
"GFI" - DENOTES GROUND FAULT INTERRUPTER TYPE RECEPTACLE
"IG" - DENOTES ISOLATED GROUND TYPE RECEPTACLE HUBBELL OR LEVITON #IG-5362
INDICATES "GREEN" GROUND CONDUCTOR, SIZED AS NOTED ON DRAWINGS
CONDUIT RUN ROUTED CONCEALED IN/BELOW CONCRETE SLAB OR BELOW GRADE.
CONDUIT RUN ROUTED CONCEALED IN WALLS OR ABOVE CEILING IN FINISHED AREAS. CONDUIT
EXPOSED IN UNFINISHED AREAS
THERMAL OVERLOAD TOGGLE SWITCH WITH PROPERLY SIZED HEATER ELEMENTS, 48" A.F.F. UNLESS
EQUIPMENT MOUNTED
SINGLE POLE TOGGLE SWITCH, 20 AMPERE RATED, MOUNTED 48" A.F.F. UNLESS
NOTED OTHERWISE.
SUBSCRIPT:
"a" - LOWER CASE LETTER INDICATES SWITCH CONTROL
"3" - DENOTES THREE WAY TOGGLE SWITCH
"2P"- DENOTES TWO POLE TOGGLE SWITCH
"P"- DENOTES LIGHTED HANDLE TOGGLE SWITCH, LIGHT IN SWITCH
SHALL LIGHT WHEN EQUIPMENT IS OPERATING
"4" - DENOTES FOUR WAY TOGGLE SWITCH
WEATHERPROOF
RETURN DUCT UP THRU FLOOR/ ROOF
MANUAL VOLUME DAMPER
THERMOSTAT
EQUIPMENT TAG
GAS PIPING
GAS COCK
REDUCER
SUPPLY DUCT UP THRU FLOOR/ ROOF
UNDERCUT DOOR
ROOFTOP UNIT
OUTSIDE AIR INTAKE
NECK
MANUAL VOLUME DAMPER
GRILLE
FURNISHED BY OTHERS
EXTERNAL STATIC PRESSURE
EXHAUST FAN
EACH
DIFFUSER
CUBIC FEET OF AIR PER MINUTECFM
DIFF
EA
EF-#
ESP
FBO
GR
MVD
NK
OAI
RTU-#
U-CUT
1.ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS TO VERIFY THE EXTENT
OF THE DEMOLITION AND REMODELING WORK. ELECTRICAL CONTRACTOR SHALL SURVEY EXISTING
SITE AND DETERMINE EXTENT OF NECESSARY REALLOCATIONS. REMOVALS AND REPAIRS TO
EXISTING ELECTRICAL WORK REQUIRED TO AVOID CONFLICTS WITH NEW CONSTRUCTION TO MEET
MINIMUM CITY AND STATE CODE REQUIREMENTS. ALL ELECTRICAL OUTLETS, FIXTURES
RECEPTACLES, DEVICES, ETC. NOT BEING REUSED SHALL BE REMOVED AND OUTLETS ARE TO BE
CAPPED ACCORDING TO NOTE #7: CONDUIT TO BE ABANDONED IN PLACE: AND ALL WIRING SHALL BE
DISCONNECTED AT SOURCE AND REMOVED COMPLETELY. NO EXISTING JUNCTIONS OR CONDUIT
COVERS SHALL BE BURIED IN NEW WALLS. ELECTRICAL CONTRACTOR TO RELOCATE SAME AS
REQUIRED. A FIELD SURVEY VERIFICATION IS MANDATORY IN ORDER TO SUBMIT AN ELECTRICAL BID,
FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK OF THIS
CONTRACT.
2.EXISTING CONDUIT CAN BE REUSED PROVIDING IT IS CHECKED FOR CONTINUITY OF GROUND, BLOWN
FREE OF DEBRIS, AND DOES NOT INTERFERE WITH NEW CONSTRUCTION.
3.ALL CUTTING AND PATCHING OF EXISTING PLASTER, DRYWALL, WOOD, CONCRETE ETC., FOR THE
ELECTRICAL INSTALLATION IS BY THE ELECTRICAL CONTRACTOR. BEFORE ANY CUTTING, APPROVAL
FROM THE ARCHITECT IS NECESSARY. CARE IS TO BE TAKEN AND ALL CUTS OR CORING ARE TO BE
SQUARE - NO CHOPPING!
4.ALL EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING THE CONSTRUCTION PERIOD. ANY
TEMPORARY WIRING OR REROUTING OF CIRCUITRY TO ACHIEVE THIS IS BY THE ELECTRICAL
CONTRACTOR. SHUTDOWN OF EXISTING SERVICES SHALL ONLY BE PERMITTED UPON WRITTEN
APPROVAL FROM THE OWNER AND THEN ONLY FOR THE DATE AND DURATION AGREED UPON.
INCLUDE ALL PREMIUM TIME CHARGES IN THE BASE BID.
5.UNLESS INDICATED OTHERWISE, ALL LIGHTING FIXTURES, ELECTRICAL DEVICES AND ALL ITEMS OF
THE EXISTING HVAC SYSTEM SHALL REMAIN UNLESS IN CONFLICT WITH REMODELING.
6.ALL LIGHTING FIXTURES REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE
OWNER. IF THE OWNER ELECTS NOT TO RETAIN FIXTURES, ELECTRICAL CONTRACTOR SHALL
REMOVE FIXTURES FROM JOB SITE AND DISPOSE OF PROPERLY.
7.ELECTRICAL CONTRACTOR SHALL BLANK WITH PROPER FINISH PLATE IF FLUSH OUTLET EXISTS FOR
ITEMS TO BE REMOVED. ANY INTERRUPTION OF CIRCUITING TO AREAS NOT BEING REMODELED
SHALL BE INTERCEPTED AT A LOCATION THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION.
HOMERUN CIRCUITING FOR THESE INTERRUPTED CIRCUITS IS TO BE NEW WIRING. AFTER REMOVAL,
ALL CONTINUITY IS TO BE CHECKED FOR ALL OUTLETS IN THE AREAS NOT BEING REMODELED TO
INSURE PROPER FUNCTIONING.
8.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR REMOVAL OR
RELOCATION OF EXISTING ELECTRICAL EQUIPMENT (FOR EXAMPLE: LIGHTING FIXTURES,
RECEPTACLES, DEVICES, CONDUIT AND WIRING) THAT WILL BE ABANDONED OR IN CONFLICT WITH
NEW CONSTRUCTION. NO ADDITIONAL COST WILL BE PERMITTED. REFER TO ARCHITECTURAL
DRAWINGS FOR EXTENT OF REMODELING.
9.ALL CONDUIT, DEVICES, FIXTURES, ETC. SHOWN IN THE DEMOLITION DRAWINGS TO BE REMOVED OR
RELOCATED ARE ONLY FOR THE CONVENIENCE OF THE BIDDERS. ELECTRICAL CONTRACTOR SHALL
FIELD VERIFY ALL ITEMS PRIOR TO SUBMITTING A BID.
10.NEW WORK AND EQUIPMENT IN THE EXISTING BUILDING HAS BEEN INDICATED ON THE DRAWINGS AS
ACCURATELY AS POSSIBLE. EACH CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID
EXISTING DUCTS, PIPES, CONDUITS AND BEAM NOT SHOWN ON PLANS. EACH CONTRACTOR SHALL
ADAPT HIS WORK TO MEET ALL ACTUAL CONDITIONS ON THE EXISTING PREMISES.
1.ALL EQUIPMENT/DEVICES SHALL BE NEW AND OF FIRST RATE QUALITY (UNLESS
OTHERWISE SPECIFIED) AND IS TO BEAR THE APPROPRIATE AGA, CSA OR UL APPROVED
LABELS, LISTINGS, AND CERTIFICATIONS FOR THE SPECIFIC DESIGN PURPOSE.
2.ALL EQUIPMENT SOUND LEVELS SHALL NOT EXCEED 50 DB AT PROPERTY LINE.
3.ALL INTERCONNECTING WIRING AT UNIT SHALL BE FACTORY PREWIRED AND REQUIRE
ONLY ONE (1) POWER CONNECTION TO THE UNIT BY THE ELECTRICAL CONTRACTOR.
DISCONNECT SWITCH SHALL BE BY THE ELECTRICAL CONTRACTOR UNLESS NOTED
OTHERWISE.
4.ELECTRICAL CONTRACTOR SHALL FURNISH COMBINATION MAGNETIC
STARTER-DISCONNECT SWITCHES AS REQUIRED (WEATHERPROOF FOR EQUIPMENT
LOCATED OUTSIDE OF BUILDING). THE ELECTRICAL CONTRACTOR WILL INSTALL.
5.SUBMIT EIGHT (8) COPIES OF EACH CATALOG CUT, FOR THE EQUIPMENT SPECIFIED, TO
THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO THE BEGINNING OF
CONSTRUCTION. THIS CONTRACTOR SHALL ALSO ASSEMBLE PRINTED INSTRUCTIONS
FOR THE OPERATION AND MAINTENANCE OF EACH ITEM INSTALLED AND BIND
TOGETHER WITH EQUIPMENT CUTS AND CONTROL WIRING DIAGRAMS. SUBMIT EIGHT (8)
COPIES TO THE OWNER/ARCHITECT/ENGINEER.
6.THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW STRUCTURAL STEEL
MEMBERS, SLEEVES, AND SHIMS REQUIRED TO LEVEL AND SUPPORT EQUIPMENT, ROOF
CURBS AND EQUIPMENT SUPPORTS.
DUCTWORK:
1.ALL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED METAL IN ACCORDANCE
WITH SMACNA STANDARDS FOR LOW AND MEDIUM PRESSURE DUCT CONSTRUCTION,
DUCT SIZES SHOWN INDICATE INSIDE DIMENSIONS.
2. ALL DUCTWORK ACCESS DOORS SHALL BE OF SUFFICIENT SIZE TO PERMIT EASY
ACCESS AND THE SERVICING OF DAMPERS, CONTROLS, DEVICES, ETC. ACCESS
DOORS SHALL BE VENTLOK COMPLETE WITH #50 HINGES WITH BRASS PINS, #100
LATCHES, DOOR GASKETS, ETC. DOORS LOCATED IN INSULATED DUCTWORK SHALL
HAVE 1/2" THICK FIBERGLASS INSULATION BETWEEN TWO THICKNESS OF SHEET
METAL.
3.DUCTWORK SHALL COMPLY WITH ALL REGULATIONS REGARDING FIRE STOPPING,
PROOFING AND DAMPERING. ACCESS DOORS OF SUFFICIENT SIZE FOR EASY ACCESS
AND SERVICING SHALL BE PROVIDED AT ALL FIRE DAMPERS.
4.AIR VELOCITY IN LOW PRESSURE MAIN SUPPLY TRUNKS SHALL NOT EXCEED 1500 FPM,
IN SUPPLY BRANCHES VELOCITY SHALL NOT EXCEED 1200 FPM, AND IN RETURN AIR
DUCT VELOCITY SHALL NOT EXCEED 1200 FPM.
DUCT INSULATION:
1.ALL SUPPLY DUCTWORK FROM HEATING/COOLING UNITS SHALL BE LINED WITH 1-1/2 LB
DENSITY, 1/2" THICK FIBERGLASS DUCT LINER. DUCT LINING AND ADHESIVE SHALL BE
IN CONFORMANCE WITH NFPA NO. 90A STANDARDS.
2.ALL RETURN DUCTWORK WITHIN 10'-0" OF HEATING/COOLING UNITS SHALL BE LINED
WITH 1-1/2 LB DENSITY, 1/2" THICK FIBERGLASS DUCT LINER. DUCT LINING AND
ADHESIVE SHALL BE IN CONFORMANCE WITH NFPA NO. 90A STANDARDS.
3.ALL EXHAUST DUCTWORK ON THE SUCTION SIDE OF EXHAUST FANS SHALL BE LINED
WITH 1-1/2 LB DENSITY, 1/2" THICK FIBERGLASS DUCT LINER, FOR A MINIMUM DISTANCE
OF 10'-0".
4.ALL DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25
AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50.
5.EXPOSED SPIRAL DUCT SHALL BE UN-INSULATED. PROVIDE INSULATION ONLY IF
REQUIRED BY GOVERNING AGENCIES.
DUCT SMOKE DETECTOR:
1.DUCT SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY AND RETURN DUCTS ON
ALL A/C EQUIPMENT 2000 CFM OR LARGER. ELECTRICAL CONTRACTOR TO SUPPLY AND
WIRE DETECTOR. MECHANICAL CONTRACTOR TO DUCT MOUNT DETECTOR.
ELECTRICAL AND MECHANICAL CONTRACTORS TO COORDINATE SIZES AND TYPES FOR
INSTALLATION.
GAS PIPING: (IF APPLICABLE)
1.THIS CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY TO COORDINATE: NEW GAS
LOAD EXISTING, METER LOCATION, AND PRESSURE REGULATOR ASSEMBLY.
2.GAS PIPING SHALL BE SCHED. 40 BLACK CARBON STEEL, WITH MALLEABLE IRON 150 LB.
FITTINGS. GAS PIPING LARGER THAN 2" SHALL BE WELDED, PIPING UNDER 2" SHALL BE
THREADED CONNECTIONS - PAINT TO MATCH.
3.GAS COCKS (CRANE #254 WITH CHECK OR EQUAL), AND DIRT LEGS (MIN. 6") SHALL BE
INSTALLED IN THE PIPING TO EACH PIECE OF GAS FIRED EQUIPMENT.
4.BEFORE FINAL EQUIPMENT CONNECTIONS ARE MADE, PNEUMATICALLY TEST GAS
PIPING AT 15 PSIG AIR PRESSURE. THE PRESSURE TEST SHALL BE DEEMED
ACCEPTABLE IF THE PIPING SYSTEM HOLDS THE PRESSURE FOR FOUR (4) HOURS.
TESTING SHALL BE WITNESSED BY OWNER.
E L E C T R I C A L S Y M B O L S L I S TP L U M B I N G M A T E R I A L & P R O C E D U R E N O T E S M E C H A N I C A L S Y M B O L S L I S TM E C H A N I C A L E Q U I P M E N T N O T E S
E L E C T R I C A L S Y M B O L S N O T E S
M E C H A N I C A L M A T E R I A L
A N D P R O C E D U R E N O T E S
E L E C T R I C A L D E M O L I T I O N N O T E S
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ELECTRICAL:
ALTERNATE MECHANICAL CONNECTIONS FOR THE REMOTE SPLIT SYSTEM COMPRESSOR FOR THE WALK-IN COOLERS
CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. CONTACT Projects@kecdesign.com
SHEET E-1
DISCONNECT SWITCH FOR SINGLE POINT CONNECTION TO CONDENSING
UNIT. FUSE PER UNIT NAME PLATE.
CONTRACTOR TO INSTALL CONTROL WIRING BETWEEN THE EVAPORATOR
UNIT AND CONDENSING UNIT AND INSTALL DRAINLINE HEAT TAPE PER
MANUFACTURERS RECOMMENDATIONS.
WEATHER PROOF GFI DEDICATED FOR HEAT TRACE.
SHEET E-3
1
2
ALTERNATE FREEZER/COOLER POWER PLAN
1/2" = 1'-0"A
3
PANEL SCHEDULE "JJ"
E Q U I P M E N T P O W E R S C H E D U L E X
25 1908
27
20/2
1908
20/2
1452
1452
WALK-IN FREEZER
CONDENSING UNIT
WALK-IN FREEZER
EVAPORATOR UNIT
33
29
109231
20/2 1092
20/1 1090
WALK-IN COOLER
CONDENSING UNIT
WALK-IN COOLER
EVAPORATOR UNIT
PLUMBING:
1
ALTERNATE FREEZER/COOLER PLUMBING PLAN
1/2" = 1'-0"B
SHEET P-1
CONDENSATE LINES MUST STUB OUT DIRECTLY FROM WALK-INS 20"
BELOW CEILING OF WALK-IN, CENTERED ON BACK PANEL OF EACH BOX.
MUST NEVER HAVE EXPOSED LINES ON INSIDE OF WALK-INS. ROUTE 1"
CONDENSATE LINES FROM COOLER/FREEZER EVAPORATORS IN
CAVITY/FURR WALL TO MOP SINK OR FLOOR DRAIN AS SHOWN. MUST RUN
1/2" PER 1'-0" DROP. MUST STUB OUT AT 12" ABOVE MOP SINK OR FLOOR
DRAIN AND TERMINATE WITH AIR GAP. HEAT TRACE CONDENSATE LINE
INSIDE FREEZER. WRAP ARMAFLEX AROUND THE CONDENSATE LINES IN
THE WALK-IN FREEZER AND INSULATE LINES IN THE COOLER.23
21
SHEET A-4
ADD NOTE STATING:
RUSSELL WALK-IN FREEZER/COOLER WITH REMOTE MOUNTED
COMPRESSORS UNIT. COMPRESSOR SHALL BE MOUNTED ON THE ROOF
ON ONE BASE. CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH
JIMMY JOHN'S EQUIPMENT SUPPLIER.
ARCHITECTURAL:
F I X T U R E A N D E Q U I P M E N T S C H E D U L E
1
1
WALK-IN FREEZER
WALK-IN COOLER
208V-1P-WIRE TO J-BOX
120V-1P-1WIRE TO J-BOX
MECHANICAL:
SHEET M-1
NEW ROOF MOUNTED REMOTE CONDENSING UNIT PROVIDED BY OWNER,
INSTALLED BY REFRIGERATION CONTRACTOR. ROUTE LIQUID/SUCTION
REFRIGERANT LINES THRU ROOF TO COOLER/FREEZER EVAPORATORS.
1
ALTERNATE FREEZER/COOLER MECHANICAL PLAN
1/2" = 1'-0"C
23A
23 WALK-IN FREEZER
COMPRESSOR
WALK-IN COOLER
COMPRESSOR
FD
1SQ
TP
A-21,23
A-25,27
A-29,31
A-35
A-33
TP
A-35
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MEP-3
SPECIFICATIONS
ALT. WALK-INS
PROVIDE LOCAL DISCONNECT FOR EVAPORATORWALK-IN FREEZER LIGHTS (2),
DOOR HTR.2.3A 2 #12, 3/4"C J-BOX VERIFY 1P, 20A120V/1 Ø23B
WALK-IN FREEZER
CONDENSING UNIT
WALK-IN FREEZER
EVAPORATOR UNIT
15.9A 25A/2P
DISCONNECT 2P, 25A
20A/1P
DISCONNECT
12.1A VERIFY 1P, 20A INTERLOCK WITH FREEZER CONDENSER240V/1 Ø
240V/1 Ø 3 #12, 1 #12,
GRD., 3/4" C.ON ROOF
INTERLOCK WITH FREEZER EVAPORATOR
2 #12, 1 #12
GRD., 3/4"C.23
23
9.1A 15A/2P
DISCONNECT 2P, 15A
20A/1P
DISCONNECT
-VERIFY 1P, 20A120V/1 Ø
240V/1 Ø 3 #12, 1 #12,
GRD., 3/4" C.ON ROOF
2 #12, 1"C.23A
23A
INTERLOCK WITH COOLER CONDENSER
INTERLOCK WITH COOLER EVAPORATORWALK-IN COOLER
CONDENSING UNIT
WALK-INCOOLER
EVAPORATOR UNIT
27,29
23,25
31,33
35
37
A
A
A
A
A
(FLA)BREAKER REMARKSWIRE &
CONNECTION
TYPE OF
NO.
CIRCUITLOAD
PANEL
FROM
CONDUITDESCRIPTIONTAG
PHASE
VOLTAGE MOUNTING
HEIGHT
FE
FE
FE
ALL RECEPTACLES IN THE FOOD PREP AREA ARE TO BE
GFI AND INSTALLED IN ACCESSIBLE LOCATION OR
CONTRACTOR IS TO PROVIDE GFI BREAKER AS REQUIRED.
+42"
TP
MOUNT IN
CABINET
A-18
GFI
GFI
GFI
GFI
GFI
A-11
I.G.
B-15
A-2
A-4
A-26
GFI
B-1
B-5
B-13
B-19
A-5
+12"
GFI
+29"
A-9
+12"
A-30
2 #12,
3/4"C
WP
J
GFI
+72"
GFI A-10
A-21,23
A-25,27
A-29,31
A-34
A-36
A-24
A-22
A-14
A-12
A-8(d)
A-1 A-3
A-7
A-32
A-35
A-33
A-16
2 #12,
3/4"C
WPJ
PANEL "A"
200A 120/208V
PANEL "B"
200A 120/208V
TP
6'-6"
1'
-
8
"
+12"
+12"
A-15,17,19
50/3PH
A-8(d)
A-35
B-16,18
B-20,22
MOUNT IN
CABINET
FE
A-37
A-39
A-41
GFI
B-11
B-4
B-21
B-23
B-25
T
(RTU-2)
T
(RTU-1)
A-13
B-3
B-28
B-30
B-32
EXISTING
EXISTING
FE
B-37,39,41
A-38,40,42
RTU
1
RTU
2
WP
J
A-20
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E-1
POWER PLAN
ELECTRICAL
K E Y E D N O T E S
ELECTRICAL POWER PLAN
1/4" = 1'-0"A
NORTH
ELECTRICAL SCHEDULE REF SHEET E-1.1
DIGITAL MENU BOARD DETAIL
N.T.S.D
MOUNT THE NETWORK CABINET (OR APPROVED EQUIVALENT) ON THE
WALL BELOW AND TIGHT TO THE DROP CEILING NEAR DESK SHELVES -
PROVIDE DUPLEX RECEPTACLE AND DSL LINE IN THE NETWORK
CABINET, SEE COM1 FOR MORE INFORMATION.
DRIVERS BOX OUTLETS - SEE 1/COM-1 FOR MOUNTING HEIGHTS AND
LOCATIONS. PROVIDE ONE (1) 3/4" CONDUIT STUBBED UP INTO
ACCESSIBLE CEILING. VERIFY LOCATION IN FIELD FOR ALL VOICE AND
DATA LOCATIONS .
STUB POWER FROM WALL AT 18" AFF IN SEAL TIGHT ELECTRICAL WHIP
CONNECTED TO OVEN. INSTALL LOCK OUT BREAKER ON CIRCUIT AT
PANEL.
EXISTING ELECTRICAL PANEL - FULLY RECESSED- PANEL DOORS TO BE
FLUSH MOUNTED OVER FINISHED SURFACE.
STORE FRONT SIGN CONTROLLED BY TIME SWITCH LOCATED NEAR
NETWORK CAB'T, TIGHT TO THE CEILING. ELECTRICAL CONTRACTOR TO
VERIFY LOCATION OF SIGN JUNCTION BOX WITH SIGN VENDOR AND
ARCHITECT.
PROGRAMMABLE THERMOSTAT (AT 48" AFF MAX.) FOR RTU WITH CLEAR
LOCK BOX - COORDINATE RECESSED "J" BOX WITH ALL FINISH WALL
MATERIALS/DEVICES.
DUPLEX OUTLET TO ALIGN VERTICALLY WITH DATA OUTLET BELOW -
SEE DETAIL-4/COM-1.
DRIVE THRU TIMER - SEE ELECTRICAL/DATA DETAIL-4/COM-1. DUPLEX
OUTLET AT +63.5" TO ALIGN VERTICALLY WITH DATA OUTLET BELOW.
BOTH ELECTRICAL AND DATA BOXES MUST BE PLACED 10" FROM
CENTER LINE OF THE DEPTH OF THE CABINET OPPOSITE THE DRIVE
THRU WINDOW SIDE.
COMMUNICATION PANEL (HME) FOR DRIVE THRU SERVICE TO BE
MOUNTED BEHIND WING WALL - SEE DETAIL-3/COM-1.
3/4" CONDUIT TO THE ELECTRICAL PANEL FOR DRIVE THRU MENU
POWER. TRENCH UNDERGROUND AS REQUIRED TO INSIDE OF BUILDING.
BRING UP IN FURRED WALL.
MAGNETIC LOOP TO TIE INTO TIMER AT DRIVE THRU WINDOW - SEE
DETAIL- 4/COM-1FOR TIMER DETAIL.
REFERENCE COM-1 FOR DETAIL.
DUPLEX OUTLET TO BE INSTALLED AT 12" AFF FOR CO2 SENSOR POWER,
ALL WIRES FROM THE SENSOR TO THE ALARM (INSTALLED TIGHT TO
THE BOTTOM OF THE CEILING ABOVE) ARE TO BE RECESSED IN THE
WALL.
FLUSH MOUNTED RECEPTACLE CENTERED ABOVE EVERY WINDOW AND
DOOR TRANSOM FOR NEON SIGNS, RECEPTACLE TO BE INSTALLED
BETWEEN THE UPPER AND LOWER WINDOW.
NEW ELECTRICAL PANEL - FULLY RECESSED- PANEL DOORS TO BE
FLUSH MOUNTED OVER FINISHED SURFACE.
13
12
11
10
8
7
6
5
4
3
2
1
9
14
15
HVAC POWER PLAN
1/4" = 1'-0"C
DRIVE THRU POWER PLAN
1/4" = 1'-0"B
NORTH
DRIVE THRU:
MENU BOARD CAN BE FOUND BACK OF BUILDING
APPROXIMATELY 100' FEET SOUTH FROM MAIN
ENTRANCE
E-1.1
SCHEDULE
ELECTRICAL
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E.C TO FIELD VERIFY BUILDING ELECTRICAL SERVICE
(VOLTS,PHASE,AMPS) PRIOR TO BID. IF THERE IS ANY
DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS
AND FIELD CONDITIONS, E.C. IS TO NOTIFY FRANCHISEE,
ARCHITECT AND ENGINEER IMMEDIATELY.
ELECTRICAL NOTE:
ELECTRICAL CONTRACTOR TO COORDINATE ALL
CONDUIT LOCATIONS WITH THE COMMUNICATIONS/DATA
SUL-CONTRACTOR.
GENERAL REQUIREMENTS
A. E.C. SHALL COORDINATE FULLY WITH OTHER CONTRACTORS ASSOCIATED WITH THIS
PROJECT TO VERIFY ALL EQUIPMENT LOCATIONS, CONNECTION REQUIREMENTS,
ELEVATIONS AND LOCATIONS OF PIPES, CONDUITS AND DUCTS TO PREVENT CONFLICTS
DURING CONSTRUCTION. ANY RELOCATION OR REROUTING OF EQUIPMENT, PIPES,
CONDUITS, DUCTS OR MATERIALS RESULTING FROM A LACK OF COORDINATION BETWEEN
CONTRACTORS WILL BE AT THE CONTRACTORS EXPENSE.
B. EQUIPMENT ROUGH-INS SHOWN ARE ACCURATE TO THE BEST OF DESIGNER'S
KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY
SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN.
THEREFORE,THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE
OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE E.C. TO VERIFY THESE DIMENSIONS
SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON
THE CONTRACTOR.
C. E.C. SHALL FURNISH AND INSTALL ALL REQUIRED DISCONNECT SWITCHES AND MOTOR
STARTERS TO ALL EQUIPMENT.
D. E.C. SHALL REVIEW WITH OWNER AND SIGNAGE MANUFACTURER, REQUIREMENTS AND
LOCATION OF BUILDING SIGNAGE PRIOR TO CONSTRUCTION AND PROVIDE 120VAC
CONNECTION AS REQUIRED.
E. E.C. SHALL PROVIDE AS-BUILT DRAWINGS AT JOB COMPLETION TO ARCHITECT.
F. ALL WORK SHALL BE INSTALLED PER ALL GOVERNING CODES.
G. SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT
LIGHTS INCLUDING RESTROOM FIXTURES. BLOCKING IS TO BE FIRE RATED IF REQUIRED BY
LOCAL CODES.
H. SUBCONTRACTOR IS TO SUPPLY AND INSTALL UNISTRUT AND 3/8" THREADED ROD TO
HANG/SUPPORT LIGHTING.
RACEWAY SYSTEMS
A. ALL BRANCH CIRCUIT WIRING SHALL BE ROUTED IN EMT, RIGID OR ELECTRICAL METALLIC
TUBING. USE STEEL SET SCREW TYPE FITTINGS ON ALL EMT.
B. CONDUIT SHALL BE SUPPORTED AT INTERVALS PER NEC REQUIREMENTS AND SHALL BE
SECURELY FASTENED TO BUILDING WITH AN APPROVED FASTENING SYSTEM.
C. ALL NEW CONDUIT TO BE CONCEALED IN WALLS. PATCH/PAINT IF NECESSARY.
WIRING, WIRING DEVICES, PLATES AND GROUNDING
A. ALL WIRING SHALL CONSIST OF COPPER CONDUCTORS WITH THERMOPLASTIC INSULATION
RATED FOR SIX HUNDRED (600) VOLTS. ALL WIRING INSULATION SHALL BE HEAT AND
MOISTURE RESISTANT TYPES THW, THWN, OR THHN FOR INTERNAL AND DRIVE
LOCATIONS.
B. MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG FOR ALL BRANCH CIRCUITS (I.E.
RECEPTACLES, LIGHTING, EQUIPMENT POWER, ETC.). MINIMUM CONDUCTOR SIZE SHALL
BE NO. 10 AWG FOR ALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT (I.E U-1,
CONDENSERS, ETC.)
C. ALL SPLICED OR CONNECTIONS SHALL BE MADE IN OUTLET BOXES, JUNCTION BOXES OR
EQUIPMENT WHERE ACCESSIBLE.
D. CONDUCTORS SHALL BE PULLED WITHOUT THE USE OF OIL OR GREASE. WIRE PULLING
LUBRICANTS WHICH ARE APPROVED FOR USE WITH CONDUCTOR INSULATION MAY BE
USED. CARE SHALL BE TAKEN IN PULLING WIRE TO ASSURE THAT MAXIMUM ALLOWABLE
PULLING TENSION OF WIRE IS NOT EXCEEDED. WIRING WITH DAMAGED CONDUCTORS OR
INSULATION WILL NOT BE ACCEPTED.
E. ALL PLUG-IN DEVICES SHALL BE GROUNDED TYPE. A GROUNDING JUMPER FROM
RECEPTACLE TO OUTLET BOX SHALL BE INSTALLED WHERE CONDUIT SYSTEM IS USED
FOR GROUND.
F. INSTALL INSULATED GREEN GROUNDING CONDUCTOR (NO. 12 AWG MINIMUM) IN
RACEWAYS AS INDICATED ON DRAWINGS AND IN ALL NON-METALLIC RACEWAYS PER NEC.
G. SWITCHES FOR LIGHTING CONTROL SHALL BE INDUSTRIAL GRADE. DEVICES AND PLATES
TO MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH STAINLESS PLATES IN THE
KITCHEN AND RESTROOMS. SIDE WIRED ONLY, TWENTY (20) AMP, ONE HUNDRED
TWENTY/TWO HUNDRED SEVENTY-SEVEN (120/277) VOLT.
H. DUPLEX RECEPTACLES SHALL BE INDUSTRIAL GRADE, THREE (3) WIRE GROUNDING, WHITE
COLOR, FINDER GROOVE, TWENTY (20) AMP, NEMA 5-20R 125 VAC. DEVICES AND PLATES TO
MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH STAINLESS STEEL PLATES IN
THE KITCHEN AND RESTROOMS.
I. PLATES SHALL BE FURNISHED AND INSTALLED FOR ALL WIRING DEVICES, TELEPHONE
OUTLETS, JUNCTION BOXES, ETC.
J. PLATES FOR FLUSH MOUNTED DEVICES SHALL MATCH THE SURROUNDING FINISH, EXCEPT
IN THE KITCHEN/PREP AREA AND RESTROOMS WHERE THEY SHALL BE STAINLESS STEEL
SURFACE MOUNTED BOXES SHALL BE GALVANIZED STEEL.
K. E.C. SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS
BETWEEN THE PHASES OF THE SYSTEM; REGARDLESS OF CIRCUITING INDICATED.
L. ALL DUPLEX RECEPTACLES INSTALLED IN KITCHEN AND PREPERATION AREA ARE TO BE
GFCI RATED, WHERE NOT PROTECTED BY A GFCI CIRCUIT BREAKER.
M. THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED
AREA OR AREAS VISBILE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
G E N E R A L R E Q U I R E M E N T S
DRIVE-THRU DIRECTIONAL SIGN NOTE:
RUN POWER FOR DRIVE-THRU DIRECTIONAL SIGNAGE.
EXACT LOCATIONS TBD - COORDINATE WITH EXTERIOR
SIGNAGE VENDOR.
DRIVE-THRU WINDOW NOTE:
IF AN AUTOMATIC DRIVE - THRU WINDOW IS CHOSEN
THEN POWER WILL NEED TO BE RAN TO IT. CONSULT
THE DRIVE- THRU WINDOW INSTALL GUIDE FOR
ELECTRICAL REQUIREMENTS.
OVEN DISCONNECT:
ELECTRICIAN TO CONFIRM LOCK OFF DEVICE AT PANEL
IS SUFFICIENT. IF DISCONNECT IS REQUIRED CONTACT
JJ CONSTRUCTION FOR INSTALL INSTRUCTIONS.
E.C. SHALL F & I T.T. SWITCH AT UNIT AND WIRE COMPLETE. FAN
INTERLOCKED THRU LOCAL LIGHT SWITCH
0.8 FLA
KW/HP/FLA/MCA REMARKSVOLTAGE/
PHASE
115/1 ØEXHAUST FAN
DESCRIPTIONTAG
EF-1
M E C H A N I C A L E Q U I P M E N T P O W E R S C H E D U L E
1.ELECTRICAL CONTRACTOR SHALL REFER TO ALL MECHANICAL, PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS
AND CHARACTERISTICS OF ALL EQUIPMENT LISTED BELOW. ANY MODIFICATION AND/OR ADDITIONAL WORK NECESSARY SHALL BE
INCLUDED IN THE BASE BID.
2.ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE MOTORS AND CORRECT THE ROTATION IF REVERSED.
3.ALL TEMPERATURE CONTROL AND INTERLOCK WIRING SHALL BE BY HVAC CONTRACTOR UNLESS NOTED OTHERWISE.
4.ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ALL SCHEDULED EQUIPMENT FURNISHED BY THIS
CONTRACTOR FOR ARCHITECT/ENGINEER REVIEW.
5.ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF POWER WIRING TO ROOF-MOUNTED EQUIPMENT WITH
MECHANICAL PIPE CURB ASSEMBLY. NO SEPARATE ROOF PENETRATIONS WILL BE PERMITTED.
6.ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE DUCT SMOKE DETECTORS IN THE RETURN AIR PLENUM AND A FAN SHUT
DOWN RELAY FOR ALL AIR SUPPLY UNITS. DETECTORS TO BE INSTALLED BY MECH. CONTR.
7.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A WEATHER PROOF, GROUND FAULT INTERRUPTER TYPE RECEPTACLE, AT
AN ACCESSIBLE LOCATION FOR SERVICING ON ROOFTOP HEATING AND AIR CONDITIONING EQUIPMENT. THIS RECEPTACLE SHALL BE
LOCATED WITHIN 25 FEET AND AT THE SAME LEVEL OF THIS EQUIPMENT.
M E C H A N I C A L E Q U I P M E N T P O W E R S C H E D U L E N O T E S
RTU-1 ROOF TOP UNIT (EXISTING)
WH-1,2 NATURAL GAS WATER HEATER
EXISTING (EXISTING)
REF. PLUMBING SHEETS
REF. MECH SHEETS29 MCA
(FLA)BREAKER REMARKSWIRE &
CONNECTION
TYPE OF
NO.
CIRCUITLOAD
PANEL
FROM
CONDUITDESCRIPTIONTAG
E Q U I P M E N T P O W E R S C H E D U L E
PHASE
VOLTAGE MOUNTING
HEIGHT
1.ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, HEIGHT AND ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR TO ROUGH-IN WITH KITCHEN EQUIPMENT
SUPPLIER, AND KITCHEN ROUGH-IN DRAWINGS.
2.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LOCAL DISCONNECTS AND SPECIAL ENCLOSURES (I.E., NEMA 3R, STAINLESS STEEL, ETC.) PER LOCAL CODE.
3.ELECTRICAL CONTRACTOR SHALL CHECK ROTATION OF ALL THREE PHASE MOTORS AND CORRECT ROTATION IF REVERSED.
4.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKER LOCK-ON DEVICES FOR ALL BRANCH CIRCUITS SERVING REFRIGERATION EQUIPMENT.
5.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINAL EQUIPMENT POWER AND CONTROL TERMINATIONS.
6.ELECTRICAL COMPONENTS FURNISHED LOOSE BY KITCHEN EQUIPMENT SUPPLIER (OR BY THE ELECTRICAL CONTRACTOR AS NOTED) SHALL BE MOUNTED AND WIRED BY THE
ELECTRICAL CONTRACTOR.
7.ALL FLEXIBLE CONDUIT EQUIPMENT CONNECTIONS SHALL BE: "SEAL TIGHT".
WARMER
WAFFLE CONE BAKER KIT 120V/1 Ø
120V/1 Ø 4.2A
10A
B 1
2 #12, 3/4"C IN
CASEWORK
IN
CASEWORK 1P, 20A
1P, 20A
1P, 20AUNDERCOUNTER
REFRIGERATOR 2.2A
SINGLE DIPPING CHOCOLATE
WARMER 120V/1 Ø IN
CASEWORK0.8A 1P, 20A
BASKIN-ROBBINS
GFCI
RECEPTACLE
2 #12, 3/4"C
GFCI
RECEPTACLE
2 #12, 3/4"C GFCI
RECEPTACLE
2 #12, 3/4"C GFCI
RECEPTACLE115V/1 Ø
B
B
B
DIPPING CABINET (2)120V/1 Ø 8.5A B IN
CASEWORK 1P, 20A
GFCI
RECEPTACLE2 #12, 3/4"C
HARDENING CABINET 120V/1 Ø 12.5A B
STAND MIXER 120V/1 Ø 2.2A B 2 #12, 3/4"C
2 #12, 3/4"C
GFCI
RECEPTACLE
GFCI
RECEPTACLE
13 & 21
19
25
3
5
4
(FLA)BREAKER REMARKSWIRE &
CONNECTION
TYPE OF
NO.
CIRCUITLOAD
PANEL
FROM
CONDUITDESCRIPTIONTAG
E Q U I P M E N T P O W E R S C H E D U L E
PHASE
VOLTAGE MOUNTING
HEIGHT
1.ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, HEIGHT AND ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR TO ROUGH-IN WITH KITCHEN EQUIPMENT
SUPPLIER, AND KITCHEN ROUGH-IN DRAWINGS.
2.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LOCAL DISCONNECTS AND SPECIAL ENCLOSURES (I.E., NEMA 3R, STAINLESS STEEL, ETC.) PER LOCAL CODE.
3.ELECTRICAL CONTRACTOR SHALL CHECK ROTATION OF ALL THREE PHASE MOTORS AND CORRECT ROTATION IF REVERSED.
4.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKER LOCK-ON DEVICES FOR ALL BRANCH CIRCUITS SERVING REFRIGERATION EQUIPMENT.
5.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINAL EQUIPMENT POWER AND CONTROL TERMINATIONS.
6.ELECTRICAL COMPONENTS FURNISHED LOOSE BY KITCHEN EQUIPMENT SUPPLIER (OR BY THE ELECTRICAL CONTRACTOR AS NOTED) SHALL BE MOUNTED AND WIRED BY THE
ELECTRICAL CONTRACTOR.
7.ALL FLEXIBLE CONDUIT EQUIPMENT CONNECTIONS SHALL BE: "SEAL TIGHT".
P.O.S. SYSTEM
ICE/DRINK DISPENSER
REFRIGERATED PREP TABLE
(2)
SLICER
120V/1 Ø
120V/1 Ø 4.1A
4A/4A
13.29A 2 #12, 3/4"C
2 #12, 3/4"C
2 #12, 3/4"C 1
#12 GRD
QUAD I.G.
RECEPTACLE
DUPLEX
RECEPTACLE
DUPLEX
RECEPTACLE 12" A.F.F.
IN
CASEWORK
IN
CASEWORK 1P, 20A
1P, 20A
1P, 20A GFCI BREAKER
LOCATE RECEPTACLE WITHIN CASEWORK
120V/1 Ø
6.0A 2 #12, 3/4"C120V/1 Ø
1P, 20AGFCI
RECEPTACLE2 #12, 3/4"C115V/1 ØREACH-IN REFRIGIRATOR 5A 72" A.F.F.
PROVIDE LOCAL DISCONNECT FOR EVAPORATORWALK-IN FREEZER LIGHTS (2),
DOOR HTR.2.3A 2 #12, 3/4"C J-BOX VERIFY 1P, 20A120V/1 Ø
5-15 RECEPTACLE
LOCATE RECEPTACLE WITHIN CASEWORK
IN
CASEWORK 1P, 20AGFCI
RECEPTACLE120V/1 ØTEA BREWER 15A
LOCATE IN CASEWORK
DUPLEX
RECEPTACLE
2 #12, 1 #12
GRD., 3/4"C.
1P, 20AGFCI
RECEPTACLE2 #12, 3/4"C120V/1 ØICE/DRINK DISPENSER 4A/4A
DRIVE THRU P.O.S. SYSTEM 120V/1 Ø 4.1A 2 #12, 3/4"C 1
#12 GRD
DUPLEX I.G.
RECEPTACLE 28" AFF 1P, 20A
LOCATE FLUSH MOUNTED RECEPTACLE WITHIN WALL12" AFF
2 #12, 3/4"C GFCI
RECEPTACLE 81" AFF CENTERED ABOVE BAG N BOX1P, 20A120V/1 ØCARBONATOR 7A
X
16D
3
8A
49
22
27
13
8
3
23B
WALK-IN FREEZER
CONDENSING UNIT
WALK-IN FREEZER
EVAPORATOR UNIT
15.9A 25A/2P
DISCONNECT 2P, 25A
20A/1P
DISCONNECT
12.1A VERIFY 1P, 20A INTERLOCK WITH FREEZER CONDENSER240V/1 Ø
240V/1 Ø 3 #12, 1 #12,
GRD., 3/4" C.ON ROOF
INTERLOCK WITH FREEZER EVAPORATOR
2 #12, 1 #12
GRD., 3/4"C.23
23
9.1A 15A/2P
DISCONNECT 2P, 15A
20A/1P
DISCONNECT
-VERIFY 1P, 20A120V/1 Ø
240V/1 Ø 3 #12, 1 #12,
GRD., 3/4" C.ON ROOF
2 #12, 1"C.23A
23A
INTERLOCK WITH COOLER CONDENSER
INTERLOCK WITH COOLER EVAPORATORWALK-IN COOLER
CONDENSING UNIT
WALK-INCOOLER
EVAPORATOR UNIT
1P, 20A
AIR MERCHANDISER 115V/1 Ø GFCI
RECEPTACLE
IN
CASEWORK LOCATE IN CASEWORK15A2 #12, 3/4"C 1P, 20A9
OVEN/PROOFER 240V/1 Ø 53A 3 #4, 1 #8,
GRD., 1" C.
70A/1P
DISCONNECT 18" AFF 1P, 70A (3) WIRES PLUS A GROUND15A
1P, 20A
1P, 20A
IN
CASEWORK
IN
CASEWORK
IN
CASEWORK
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
11
1
12,14
2,4
13
5&9
15,17,19
22
10
26
15
JIMMY JOHN'S
71 16.7A208V/1 ØHIGH SPEED OVEN (2)2P, 30A3 #10, 1 #10,
GRD., 3/4" C.+44" A.F.F.SPECIAL
RECEPTACLE
GFCI BREAKERB16,18
20,22
25,27
21,23
29,31
33
35
115/1 Ø 4.0A
RTU-2 ROOF TOP UNIT 208/3 Ø 31 MCA
VERIFY GFCI BREAKER
208/3 Ø
1P, 20ASAND WHICH / SALAD
UNIT 3.3A 2 #12, 3/4"C GFCI
RECEPTACLE115V/1 Ø
IN
CASEWORKB28
1P, 20ATWO GLASS DOOR
MERCHANDISER 9.8A 2 #12, 3/4"C GFCI
RECEPTACLE115V/1 Ø
IN
CASEWORKB35
107A 7AICE MACHINE GFCI BREAKERB32115V/1 Ø 2 #12, 3/4"C DUPLEX
RECEPTACLE
VERIFY 1P, 20A
FE
FE
FE
a b c d
(9)(3)
(3)
(9)(9)
B-24(c)
B-24 B-26B-26
B-17(b)
B-24(c)
B-24(c)
B-24(c)B-24(c)
B-17(b)
B-17(b)B-17(b)B-17(b)B-17(b)
B-17(b)
B-17(b)B-17(b)
B-17(a)B-17(a)
B-17(a)
B-17(a)
B-17(a)
B-17(a)
B-17
B-17(a)
B-17
B-24
B-24
B-24 B-24
B-24
B-24
NOTE:
ALL COVER PLATES IN PREP
AREA/ BACKROOM AND
RESTROOMS ARE STAINLESS
STEEL WITH WHITE DEVICES.
IN DINING AREA DEVICES
AND COVER PLATES ARE TO
MATCH COLOR OF
SURROUNDING SURFACES.
48
"
PR
E
P
A
R
E
A
-
C
K
T
#
B
-
1
7
(
b
)
BA
C
K
R
O
O
M
-
C
K
T
#
B
-
1
7
(
a
)
DI
N
I
N
G
A
R
E
A
-
C
K
T
#
A
-
8
(
d
)
DI
N
I
N
G
A
R
E
A
-
C
K
T
#
B
-
2
4
(
c
)
10
'
-
6
"
K1
K
ELECTRICIAN TO CONFIRM THAT
FLOOD FIXTURES SHINE
DOWNWARD OR ON WALLS
UNOBSTRUCTED BY ANY
STRUCTURAL OR MECHANICAL
COMPONENTS. GC TO CONTACT
JJ'S CONSTRUCTION DEPT. FOR
DIRECTION ON HOW TO PROCEED
IF LIGHTING WILL BE OBSTRUCTED.
ELECTRICAL LIGHTING PLAN
1/4" = 1'-0"A
F I X T U R E S C H E D U L E N O T E S
E.C TO FIELD VERIFY BUILDING ELECTRICAL SERVICE
(VOLTS,PHASE,AMPS) PRIOR TO BID. IF THERE IS ANY
DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS
AND FIELD CONDITIONS, E.C. IS TO NOTIFY FRANCHISEE,
ARCHITECT AND ENGINEER IMMEDIATELY.
ELECTRICAL NOTE:
ELECTRICAL CONTRACTOR TO COORDINATE ALL
CONDUIT LOCATIONS WITH THE COMMUNICATIONS/DATA
SUB-CONTRACTOR.
R E F L. C E I L I N G N O T E S
1. REFER TO MECHANICAL FOR EXACT NUMBER, TYPE AND
LOCATION OF SUPPLY, RETURN AND EXHAUST FIXTURES.
2. REFER TO ELECTRICAL FOR EXACT NUMBER, TYPE AND
LOCATION OF OUTLETS.
3. G.C. WILL COORDINATE THE WORK OF ALL TRADES INVOLVED IN
THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES,
DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC.,
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS
INDICATED ON ARCHITECTURAL DRAWINGS.
4. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE
INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM
CURVES, BREAKS OR OTHER IRREGULARITIES BY G.C.
5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND
SYSTEM MAINTENANCE VERIFY MANUFACTURER
RECOMMENDATIONS.
6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE
FINISHED FLOOR, TO CENTER OF SWITCHES AND 6" FROM DOOR
FRAME U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE
GAINED TOGETHER AND FINISHED WITH ONE COVER PLATE.
7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF
VARIOUS ABOVE CEILING ELEMENTS ARE TO BE FOUND IN THE
HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING
DRAWINGS.
8. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF
LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC.,
PRIOR TO INSTALLATION.
9. FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC (UL)
LABELED DEVICES THROUGHOUT.
10. G.C. TO INSURE THAT EXIT SIGNS & EMERGENCY LIGHTING TO
MEET ADA/TITLE 24 REQUIREMENTS.
L I G H T I N G F I X T U R E S C H E D U L EL I G H T I N G F I X T U R E S C H E D U L E
DESCRIPTIONFIXTURE
TYPE TYPE LAMPMANUFACTURER'S KEC
STOCK/ITEM #CAT. NO.VOLTAGE BALLAST TYPE MOUNTINGLENSMOUNTINGHEIGHT REMARKS
NOTES:
NO SUBSTITUTIONS ON ANY FIXTURES.1. ALL LIGHT FIXTURES, LAMPS AND CEILING FANS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR.
CONTACT KEC DESIGN, 301 MERCURY DRIVE, CHAMPAIGN, IL. 61822. PH: (217) 356-1640.
W/RED LETTERS
CLEAR ACRYLIC
UNIVERSALSURFACE
CLEAR ACRYLIC
W/RED LETTERS
I-2
I-3
H
K1 CIRCUIT TRACK LIGHTOLIER: 600*NBK
*CONTRACTOR TO VERIFY LENGTHS PRIOR
TO ORDERING
1- CIRCUIT LINE VOLTAGE TRACK
(11'-6" )
----
--
--
--
------
--
--
--
--
UNIVERSAL
UNIVERSAL
SURFACE
SURFACE
CIRCUIT TRACK
MOUNT HEIGHT - ( 11'-6" )
INTERMATIC-T101 ------SURFACE 365 DAYS PROGRAMMABLE----LIGHTING TIME CLOCK
KSTCO - 1581A
2'X4' LED FLAT PANEL LAY-IN DIMMABLE
NUVO 65-324
A1 2'X2' LED FLAT PANEL LAY-IN- DIMMABLE KSTCO-1541 120 --CEILINGPMMARECESSED
KSTCO-1582A-E
2'X4' LED EMERGENCY FLAT PANEL -
DIMMABLE NUVO 65-348 120 --PMMA RECESSED
120 --PMMA RECESSED
COORDINATE EMERGENCY FIXTURES TO
BE NIGHT LIGHTS (KEEP ON SEPARATE
CIRCUIT FROM TYP. PREP LIGHTS)
CEILING
CEILING
50W LED
NUVO 65-321 40W LED
1.EXHAUST FAN IN RESTROOM TO BE LIGHT ACTIVATED.
2.ALL ACRYLIC LENS SHALL BE 100% VIRGIN ACRYLIC.
3.ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TRIM
LINE T8 WARM WHITE F32T8/SP35/RS
4.ALL BALLASTS SHALL BE RAPID START ELECTRONIC ENERGY
SAVING TYPE.
5.ALL EXIT SIGNS AND EMERGENCY LIGHT FIXTURES ARE TO BE
STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION
CODE AUTHORITY. ANY MODIFICATIONS TO UPGRADE
SYSTEM SHALL BE INCLUDED IN THE BASE BID. ALL EXIT SIGNS
ARE TO BE INSTALLED IN A VISIBLE LOCATION. ELECTRICAL
CONTRACTOR SHALL FURNISH AND INSTALL WHERE
NECESSARY TO DROP A SIGN BELOW AN OBSTRUCTION
6.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE
NECESSARY CLIPS, SCREWS, RIVETS, ETC., TO SECURELY
FASTEN RECESSED LAY-IN LIGHTING FIXTURES TO CEILING
FRAMING GRID WORK.
7.ALL LIGHTING FIXTURES SHALL BEAR THE APPROPRIATE UL
LABEL FOR THE APPLICATION AND UNION LABEL WHERE
REQUIRED.
8.ALL LIGHTING FIXTURES SHALL BE SHATTER PROOF OR
COMPLETELY SHIELDED/COVERED.
9.CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS,
EQUIPMENT, S.E.S., AND EXTENT OF ELECTRICAL ITEMS.
PROVIDE AND INCLUDE IN BID ALL REQUIRED ITEMS TO
ENSURE PROPER SCOPE OF WORK.
SWITCH BANK DETAIL
1
K
FLOOD LIGHT
LIGHTOLIER #
LT08RWF830BK
8.9 W
3000K
LINE VOLTAGE LED TRACKHEAD TO
ACCENT GLASS GUARD AT COUNTER AND
CHIP / COOKIE DISPLAY AND DINING AREA
------
LOCATE DIRECTLY NEXT
TO NETWORK CABINET
ABOVE MANAGERS DESK
KLITE #2114
KLITE #2115
KLITE #2112
3.6V
EMERGENCY LIGHTING
0.6W (120V) WITH BATTERY BACK-UP
COMBO EXIT SIGN AND EMERGENCY
LIGHT 3W WITH BATTERY BACK-UP
WITH (1) 2W REMOTE CAPACITY
PHILIPS CHLORIDE
# VLLCR
PHILIPS CHLORIDE
# VLLU
PHILIPS CHLORIDE
# VLLCR2R
(2) 1W LED
(2) 1W LED
COMBO EXIT SIGN AND EMERGENCY
LIGHT 3W WITH BATTERY BACK-UP
3.6V
(2) 1W LED 3.6V
KLITE #8830
50W LED
KEYED NOTES
CONNECT NEW EXHAUST FAN TO LOCAL LIGHTING
CIRCUIT AND SWITCH WITH SAME.
#
1
J 120 CENTERED IN WIDTHRECESSEDRECESSED LED DOWNLIGHT WITH 5"
ROUND LENSED
PHILIPS LIGHTOLIER
LYTECASTER LED 5",
ROUND LENSED
FRESNEL
LENSLITE
(1) 20W
LED----
E-2
LIGHTING PLAN
ELECTRICAL
I-5 REMOTE LAMP HEADS & MOUNTING
PLATE
LIGHTOLIER #
CRMP2 (PLATE)
IT86 (HEAD)
(2) 8W
IT86
6V DC INVERTER GLASS LENS SURFACE WALL PROVIDE EMERGENCY BATTERY BACKUP
FOR EMERGENCY EGRESS
REQUIREMENTS
B 120
INDIRECT WALL GRAZING LUMINAIRE
FOR EXTERIOR/INTERIOR USE
INDIRECT WALL GRAZING LUMINAIRE
FOR EXTERIOR USE
BRIAN 15 3000K MTI
BLACK INTEGRAL35W
LED
--
IP66 RATED,
120/277V INPUT,
0-10V DIMMING 10
YEAR WARRANTY
SURFACE
TYPICAL MOUNTING HEIGHTS
1/4" = 1'-0"2
CONTRACTOR TO INSTALL 1 AMP CURRENT LIMITER ON
TRACK LIGHTING
CONTRACTOR TO INSTALL HALF AMP CURRENT LIMITER
ON TRACK LIGHTING
2
JI
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25-892-819
03-18-25
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. 502.426.0527 box1@bayusdesign.com
NORTH
3
SINGLE LINE DIAGRAM
N.T.S.A
CONTRACTOR TO SITE VERIFY ALL
EXISTING CONDITIONS PRIOR TO
BID AND MAKE ALL ALLOWANCES
IN BID NECESSARY FOR COMPLETE
INSTALLATION OF ELECTRICAL
SERVICE.
M
M
M
M
M
M M EXISTING
PANEL "P1"
RENAMED
PANEL
"A"
250 AMPS
NEW
PANEL "B"
120/208 V
3PH/4W
250 AMPS
(4)#250, (1)#4G,
2-1/2" C.
E-3
PANELS SCHEDULES
ELECTRICAL
GENERAL REQUIREMENTS
A. E.C. SHALL COORDINATE FULLY WITH OTHER CONTRACTORS
ASSOCIATED WITH THIS PROJECT TO VERIFY ALL EQUIPMENT
LOCATIONS, CONNECTION REQUIREMENTS, ELEVATIONS AND
LOCATIONS OF PIPES, CONDUITS AND DUCTS TO PREVENT
CONFLICTS DURING CONSTRUCTION. ANY RELOCATION OR
REROUTING OF EQUIPMENT, PIPES, CONDUITS, DUCTS OR
MATERIALS RESULTING FROM A LACK OF COORDINATION
BETWEEN CONTRACTORS WILL BE AT THE CONTRACTORS
EXPENSE.
B. EQUIPMENT ROUGH-INS SHOWN ARE ACCURATE TO THE BEST
OF DESIGNER'S KNOWLEDGE. HOWEVER, IN SOME INSTANCES,
THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE
EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN.
THEREFORE,THE CONTRACTOR SHALL VERIFY ALL CRITICAL
DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION.
FAILURE OF THE E.C. TO VERIFY THESE DIMENSIONS SHALL
PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT
RELOCATION DIRECTLY UPON THE CONTRACTOR.
C. E.C. SHALL FURNISH AND INSTALL ALL REQUIRED DISCONNECT
SWITCHES AND MOTOR STARTERS TO ALL EQUIPMENT.
D. E.C. SHALL REVIEW WITH OWNER AND SIGNAGE
MANUFACTURER, REQUIREMENTS AND LOCATION OF BUILDING
SIGNAGE PRIOR TO CONSTRUCTION AND PROVIDE 120VAC
CONNECTION AS REQUIRED.
E. E.C. SHALL PROVIDE AS-BUILT DRAWINGS AT JOB COMPLETION
TO ARCHITECT.
F. ALL WORK SHALL BE INSTALLED PER ALL GOVERNING CODES.
G. SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING
REQUIRED TO HANG/MOUNT LIGHTS INCLUDING RESTROOM
FIXTURES. BLOCKING IS TO BE FIRE RATED IF REQUIRED BY
LOCAL CODES.
H. SUBCONTRACTOR IS TO SUPPLY AND INSTALL UNISTRUT AND
3/8" THREADED ROD TO HANG/SUPPORT LIGHTING.
RACEWAY SYSTEMS
A. ALL BRANCH CIRCUIT WIRING SHALL BE ROUTED IN EMT, RIGID
OR ELECTRICAL METALLIC TUBING. USE STEEL SET SCREW
TYPE FITTINGS ON ALL EMT.
B. CONDUIT SHALL BE SUPPORTED AT INTERVALS PER NEC
REQUIREMENTS AND SHALL BE SECURELY FASTENED TO
BUILDING WITH AN APPROVED FASTENING SYSTEM.
C. ALL NEW CONDUIT TO BE CONCEALED IN WALLS. PATCH/PAINT
IF NECESSARY.
WIRING, WIRING DEVICES, PLATES AND GROUNDING
A. ALL WIRING SHALL CONSIST OF COPPER CONDUCTORS WITH
THERMOPLASTIC INSULATION RATED FOR SIX HUNDRED (600)
VOLTS. ALL WIRING INSULATION SHALL BE HEAT AND
MOISTURE RESISTANT TYPES THW, THWN, OR THHN FOR
INTERNAL AND DRIVE LOCATIONS.
B. MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG FOR ALL
BRANCH CIRCUITS (I.E. RECEPTACLES, LIGHTING, EQUIPMENT
POWER, ETC.). MINIMUM CONDUCTOR SIZE SHALL BE NO. 10
AWG FOR ALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT
(I.E U-1, CONDENSERS, ETC.)
C. ALL SPLICED OR CONNECTIONS SHALL BE MADE IN OUTLET
BOXES, JUNCTION BOXES OR EQUIPMENT WHERE
ACCESSIBLE.
D. CONDUCTORS SHALL BE PULLED WITHOUT THE USE OF OIL OR
GREASE. WIRE PULLING LUBRICANTS WHICH ARE APPROVED
FOR USE WITH CONDUCTOR INSULATION MAY BE USED. CARE
SHALL BE TAKEN IN PULLING WIRE TO ASSURE THAT MAXIMUM
ALLOWABLE PULLING TENSION OF WIRE IS NOT EXCEEDED.
WIRING WITH DAMAGED CONDUCTORS OR INSULATION WILL
NOT BE ACCEPTED.
E. ALL PLUG-IN DEVICES SHALL BE GROUNDED TYPE. A
GROUNDING JUMPER FROM RECEPTACLE TO OUTLET BOX
SHALL BE INSTALLED WHERE CONDUIT SYSTEM IS USED FOR
GROUND.
F. INSTALL INSULATED GREEN GROUNDING CONDUCTOR (NO. 12
AWG MINIMUM) IN RACEWAYS AS INDICATED ON DRAWINGS
AND IN ALL NON-METALLIC RACEWAYS PER NEC.
G. SWITCHES FOR LIGHTING CONTROL SHALL BE INDUSTRIAL
GRADE. DEVICES AND PLATES TO MATCH WALLS IN THE DINING
ROOM, WHITE DEVICES WITH STAINLESS PLATES IN THE
KITCHEN AND RESTROOMS. SIDE WIRED ONLY, TWENTY (20)
AMP, ONE HUNDRED TWENTY/TWO HUNDRED SEVENTY-SEVEN
(120/277) VOLT.
H. DUPLEX RECEPTACLES SHALL BE INDUSTRIAL GRADE, THREE
(3) WIRE GROUNDING, WHITE COLOR, FINDER GROOVE,
TWENTY (20) AMP, NEMA 5-20R 125 VAC. DEVICES AND PLATES
TO MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH
STAINLESS STEEL PLATES IN THE KITCHEN AND RESTROOMS.
I. PLATES SHALL BE FURNISHED AND INSTALLED FOR ALL
WIRING DEVICES, TELEPHONE OUTLETS, JUNCTION BOXES,
ETC.
J. PLATES FOR FLUSH MOUNTED DEVICES SHALL MATCH THE
SURROUNDING FINISH, EXCEPT IN THE KITCHEN/PREP AREA
AND RESTROOMS WHERE THEY SHALL BE STAINLESS STEEL
SURFACE MOUNTED BOXES SHALL BE GALVANIZED STEEL.
K. E.C. SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL
BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM;
REGARDLESS OF CIRCUITING INDICATED.
L. ALL DUPLEX RECEPTACLES INSTALLED IN KITCHEN AND
PREPERATION AREA ARE TO BE GFCI RATED, WHERE NOT
PROTECTED BY A GFCI CIRCUIT BREAKER.
M. THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN
LENGTH IN ANY EXPOSED AREA OR AREAS VISBILE TO THE
CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
G E N E R A L R E Q U I R E M E N T S
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25-892-819
03-18-25
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o. 502.426.8020 f
. 502.426.0527 box1@bayusdesign.com