2018 Kitchen Equipment Replacement Project at Various Campuses
This addendum forms a part of the solicitation documents, modifies the original document as listed below, and is hereby made part of any pursuant award. Acknowledge receipt of this is addendum by returning the completed and signed form with the solicitation response. Failure to submit the addenda will be used as an evaluated factor.
Construction Drawings Compiled Drawings and Specifications are now published on the district Purchasing website at:
https://www.irvingisd.net/Page/2238
Pre-proposal conference will begin at 2:00PM February 12, 2018 at the cafeteria oflrving High Schoo1located at 900 N. O'Connor, Irving, Texas 75061.
erome Pilgrim, Director of Purchasing
Company Name
Address
City
Signature
Title 1
State Zip
FLOOR PLAN DESIGNATION
STUDWIDTH
PARTITIONWIDTH
UL LISTING(WHENRATED)
STC RATING
WITH
SAB
W/O
SAB
FLOOR PLAN DESIGNATION
STUDWIDTH
PARTITIONWIDTH
UL LISTING(WHENRATED)
STC RATING
WITH
SAB
W/O
SAB
SUSPENDED CEILING AS SCHEDULED.
PARTITION AS SCHEDULED. EXTEND TO UNDERSIDE OF STRUCTURAL DECK.
CEILING HT. SHOULD NOT EXCEED MAX. UNBRACED STUD HEIGHT.
1. PARTITION STUD FRAMING AND GYP BOARD (BOTH SIDES) ON FULL HEIGHT WALLS TO EXTEND TO UNDERSIDE OF STRUCTURAL DECK.
2. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O.3. REFER UL MANUAL FOR APPROPRIATE HEAD DETAILS
ROOF / FLOOR STRUCTURE AS INDICATED
PARTITION TYPE NOTESINTERIOR PARTITION METAL STUD SPAN CHART FOR
BRACING
TYPICAL PARTITION HEAD CONDITIONS AND BRACING
CEILING JOIST SCHEDULE
INTERIOR PARTITION METAL STUD SPAN CHARTTHIS DATA IS BASED ON ASTM C-754-15 STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM PRODUCTS FOR THE
PURPOSE OF LIMITING THE HEIGHTS OF UNBRACED PARTITIONS. THE USE OF THIS DATA IS SET TO MAXIMUM HEIGHT STANDARD FOR SUCH PARTITIONS.
(CALCULATED AT 5 PSF LATERAL LOAD AND L/240 DEFLECTION AND ONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE OF STUD.)FOR UNBRACED SPANS GREATER THAN 27' CONSULT ARCHITECT.
1. MAXIMUM UNBRACED SPAN IS DEFINED AS THE TOTAL DISTANCE BETWEEN THE TOP OF FINISHED FLOOR AND THE UNDERSIDE OF STRUCTURAL DECK OR APPROPRIATE LATERAL BRACE. SEE LATERAL BRACING DIAGRAM.
2. THESE SPANS ARE CALCULATED FOR ONE LAYER OF GYPSUM BOARD ON EACH SIDE OF A METAL STUD PARTITION. THESE MAXIMUM UNBRACED SPANS MUST BE REDUCED BY 2'-0" IF ONLY ONE SIDE OF 5/8" GYPSUM BOARD IS USED.
3. SUSPENDED CEILINGS OF ANY KIND ARE NOT TO BE CONSIDERED APPROPRIATE LATERAL BRACING FOR ANY PARTITION CONSTRUCTION AND SHALL REDUCE THE MEASUREMENT OF UNBRACED SPAN.
4. IN NO CASE SHALL THE MAXIMUM UNBRACED SPANS EXCEED THE REQUIREMENTS OF ASTM C-754.
NOTES:
0' M
A
X
I
M
U
M
U
N
B
R
A
C
E
D
S
P
A
N
CH STUDS24" ON CENTER SPACING
1'
2'
3'
4'
5'
6'
7'
8'
9'
10'
11'
12'
13'
14'
15'
212C
H138 -
33 (
20 G
A)
400C
H138 -
33 (
20 G
A)
600C
H138 -
33 (
20 G
A)
162S
125 -
18 (
25 G
A)
STANDARD STUDS16" ON CENTER SPACING
162S
125 -
33 (
20 G
A)
212S
125 -
18 (
25 G
A)
212S
125 -
33 (
20 G
A)
1-5/8"STUDS
STANDARD STUDS12" ON CENTER SPACING
2-1/2"STUDS
4"STUDS
6"STUDS
M
A
X
I
M
U
M
U
N
B
R
A
C
E
D
S
P
A
N
2-1/2"C-H
4"C-H
6"C-H
3-5/8"STUDS
1-5/8"STUDS
2-1/2"STUDS
4"STUDS
6"STUDS
3-5/8"STUDS
358S
125 -
18 (
25 G
A)
358S
125 -
33 (
20 G
A)
400S
125 -
18 (
25 G
A)
400S
125 -
33 (
20 G
A)
600S
125 -
18 (
25 G
A)
600S
125 -
33 (
20 G
A)
162S
125 -
18 (
25 G
A)
162S
125 -
33 (
20 G
A)
212S
125 -
18 (
25
GA
)212S
125 -
33 (
20 G
A)
358S
125 -
18 (
25 G
A)
358S
125 -
33 (
20 G
A)
400S
125 -
18 (
25 G
A)
400S
125 -
33 (
20 G
A)
600S
125 -
18 (
25 G
A)
600S
125 -
33 (
20 G
A)
16'
17'
18'
19'
20'
21'
22'
23'
24'
25'
26'
27'
0'
1'
2'
3'
4'
5'
6'
7'
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
23'
24'
25'
26'
27'
1. ALL STUDS & JOISTS ARE "S" TYPE.2. WHERE CLG. JOISTS ARE SUPPORTED FROM SOFFIT HANGERS,
CLG. JOIST SPANS SHALL NOT EXCEED 8'-0". WHERE CLG. JOISTSOCCUR @ BOTH SIDES OF HANGERS, JOIST SPANS SHALL NOT EXCEED8'-0". PROVIDE ADDT'L LINES OF HANGERS AS REQ'D.
PARTITION TYPE LEGEND
A6-DA
PARTITION HEAD CONDITION
= PARTITION TO BOTTOM OF CEILINGWALL EXTENDS TO UNDERSIDE OF CEILING.
= PARTITION TO ABOVE HIGHEST CEILINGWALLS WILL TERMINATE AT A MINIMUM OF 6" ABOVE HIGHEST ADJOININGCEILING UNLESS NOTED OTHERWISE ON PLAN. TERMINATE 1 FULL COURSEABOVE AT MASONRY WALLS
= PARTITION TO UNDERSIDE OF DECKWALLS WILL TERMINATE TO BOTTOM OF STRUCTURALDECK.
INDICATES STC RATED PARTITION
PARTITION TYPE (SEE PARTITION TYPE SHEET FORASSEMBLY DETAILS)
B C D PARTITION HEAD CONDITION
B
C
D
PARTIAL HEIGHT PARTITION AS SCHEDULED. REF. ELEVATION FOR HEIGHT
E
= PARTIAL HEIGHT PARTITIONREF. ELEVATIONS FOR HEIGHT
E
0' - 0 1/2"
REF SCHED.
0' - 2" HEAD
REF SCHED.
0' - 4" HEAD
0' - 0 1/2"
RE
F. D
ET
AIL
RE
F. D
ET
AIL
1 2
A G
FLUSH DOOR
F
FLUSH LOUVERED OVERHEAD ROLLING
RE
F. S
CH
ED
.
REF. SCHED.
1' -
0"
0' -
6"
RE
F. S
CH
ED
.
0' - 8" 0' - 8"
REF. SCHED.
RE
F. S
CH
ED
.
REF. SCHED.
1
1
1
RE
F. S
CH
ED
.
REF. SCHED.
Y = 42" MIN. IF NO CLOSER
Y = 48" MIN. IF NO CLOSERX = 36" MIN. IF Y = 60"X = 42" MIN. IF Y = 54"
Y = 42" MIN. IFNO CLOSER OR NO LATCH
Y
X
X
MIN
4' -
6"
4' -
0"
MIN
4' -
0"
MA
X
0' -
8"
MA
X
0' -
8"
MA
X
0' -
8"
MA
X
0' -
8"
MA
X
0' -
8"
MA
X
0' -
8"
NOTE: WHERE THE ADJACENT FACE OF WALL IS GREATER THAN 8" FROM FACE OF DOOR, A FORWARD APPROACH IS REQUIRED. THE REQUIRED LATCH SIDE CLEARANCE MUST MAINTAIN THE 8" MAX DEPTH FROM FACE OF WALL TO FACE OF DOOR.
*
*
*
MIN
2' - 0"
MIN
2' - 0"
1' - 10"
Y
Y
MIN
4' -
0"
Y
X = 0" MIN. IFNO CLOSER OR NO LATCH
MIN
1' - 0"
1' - 6" 5' -
0"
LINE OF STRUCTURE
LINE OF CEILING
SOUND ATTENUATION BATTS WHERE INDICATED
LINE OF STRUCTURE
METAL STUD TRACK
1 LAYER OF 5/8" GYPSUM BOARD
METAL STUD TRACK
ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED
ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED
REFER TYP. HEAD CONDITION CHART, IF FIRE RATED SEE UL DETAILS
A3
A8
A4
A2
A1 1 5/8"
2 1/2"
3 5/8"
4"
8"
2 7/8"
3 3/4"
4 7/8"
5 1/4"
9 1/4"
U494
U419
U419
U419
A6 6" 7 1/4" U419
NOT RATED 44 40
44 40
44 40
44 40
44 40
44 40
METAL STUD - REFER SCHEDULE
LINE OF STRUCTURE
LINE OF CEILING
SOUND ATTENUATION BATTS WHERE INDICATED
LINE OF STRUCTURE
METAL STUD TRACK
5/8" GYPSUM BOARD
METAL STUD TRACK
ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED
ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED
REFER TYP. HEAD CONDITION CHART
E3
E6
E4
E2
E1 1 5/8"
2 1/2"
3 5/8"
4"
6"
2 1/4"
3 1/8"
4 1/4"
4 5/8"
6 5/8"
NOT RATED NANAE0 7/8" 1 1/2"
NOT RATED NANA
NOT RATED NANA
NOT RATED NANA
NOT RATED NANA
NOT RATED NANA
METAL STUD - REFER SCHEDULE
A B
C D
DATE
JOB
SHEET
This Document was produced by or under the direct supervision of Registered Architect
This document is incomplete and may not be used for regulatory approval, permit or construction.Date of issue:
QF101 N FOODSERVICE EQP. LAYOUT, ELEC., PLUMBING PLAN AND FLOOR REQUIREMENTS ■
QF201 N FOODSERVICE EQUIPMENT DETAILS ■
1 ALL PARTITION TYPES ARE A3 UNLESS NOTED OTHERWISE.
2 PARTITION TYPES APPLY TO INTERIOR PARTITIONS ONLY.
3 REFERENCE REFLECTED CEILING PLANS TO DETERMINE FIRE RATING REQUIREMENTS. FIRE RATINGNOTATIONS SUPERCEDES HEAD CONDITION INDICATION.
4 SLIP TRACK HEAD CONDITIONS ARE REQUIRED AT ALL PARTITIONS TO DECK OR STRUCTURE.
5 GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE COMPLETE ASSEMBLY OF ALL FIRERATED PARTITIONS IN FULL ACCORDANCE WITH UL LISTING.
6 ALL STUDS TO BE 25 GAUGE, UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATIONS FOR FRAMEDOPENING CONDITIONS.
7 ALL SHAFTWALL STUDS TO BE 20 GAUGE, UNLESS NOTED OTHERWISE.
8 REFERENCE CHART BELOW FOR MINIMUM REQUIRED PARTITION BRACING REQUIREMENTS.
9 STC RATINGS REFLECT LAB TEST INFORMATION.
10 STC RATINGS INDICATED FOR EACH PARTITION TYPE ARE ACHIEVED WITH THE INSTALLATION OF SOUNDATTENUATION BATTS AND AN ACOUSTICAL SEALANT AT TOP AND BOTTOM OF PARTITION.
11 REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS FORCONCRETE MASONRY UNIT PARTITIONS.
SPAN CEILING JOIST
5'-0" MAX. 1 5/8" X 20 GA. @ 16" CC
8'-0" MAX. 2 1/2" X 20 GA. @ 16" CC
11'-0" MAX. 3 5/8" X 20 GA. @ 16" CC
12'-0" MAX. 4" X 20 GA. @ 16" CC
16'-0" MAX. 6" X 20 GA. @ 16" CC
3" = 1'-0"-H. M. FRAME PROFILES
1/4" = 1'-0"STANDARD PANEL TYPES
1/4" = 1'-0"FRAME TYPES
1/4" = 1'-0"--REQUIRED DOOR CLEARANCES FOR WALLS GREATER THAN 8" THICK
SCALE:
3" = 1'-0"A TYPE PARTITION
SCALE:
3" = 1'-0"E TYPE PARTITION
SHEET SYMBOLS
GRID LINEIDENTIFICATION TAG
PARTITION TYPEIDENTIFICATION TAG
ROOM NAMEIDENTIFICATION TAG
FINISH TYPEIDENTIFICATION TAG
DOORIDENTIFICATION TAG
WINDOW TYPEIDENTIFICATION TAG
CENTER LINE
BREAK LINE
ELEVATIONIDENTIFICATION TAG
NEW PARTITION
EXISTING PARTITION
DEMOLISHED PARTITION
CL
DETAILREFERENCE TAG
INTERIOR ELEVATIONIDENTIFICATION TAG
EXTERIOR ELEVATIONIDENTIFICATION TAG
REVISION CLOUD ANDIDENTIFICATION TAG
BUILDING SECTIONIDENTIFICATION TAG
WALL SECTIONIDENTIFICATION TAG
101
1t
1' - 0"CEILING TAG
0
Base Finish
Floor Finish
Ceiling Finish
Wall - N
Wall - EWall -
W
Wall - S
LOUVER TAG
1/ A101
1/ A101
1
ROOM LIFE SAFETY EXITING CODE TAGOCC.
LOAD
No.
LOAD FACTOR
AREA
OCC. TYPE
REQ'D EXITS
Room name
101 150 SF
B
1515
250
PARTIAL HEIGHT PARTITION
LEVEL
100'-0"
A101
1SIM
SHEET SYMBOLS
PLN 90 00' 00" E
DistancePROPERTY LINE
01
A101
01
A101
BATHROOM ACCESSORIES TAG
01
MATCHLINE
A3-DA
FIRE EXTINGUISHER CABINET
L-1
Room name
101
001 DEMOLITION KEYNOTE
TEMPORARY PARTITION
[ENTER PROJECT SPECIFIC INFORMATION HERE]
EXTERIOR ROUTE CONSTRUCTION
1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT) EXCEPT AT A RAMP.
CURB RAMPS
INTERIOR ROUTE CONSTRUCTION
DOORS
TOILET ROOMS
SIGNAGE
01
02
03
04
05
06
2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).
3. ALL NEW PAVING AND WALKS FOR AN ACCESSIBLE ROUTE, SHALL NOT HAVE AN ABRUPT CHANGE IN SURFACE LEVEL (VERTICALLY) GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR OTHER NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE.
4. AN ACCESSIBLE ROUTE CROSSING OR PARALLELING A HAZARDOUS AREA, SHALL BE CLEARLY MARKED IN A CONTRASTING COLOR, WITH THE ROUTE LOCATION, MARKING MATERIALS AND COLOR SHOWN ON THE DRAWING.
5. ANY OPENINGS THAT ARE CONSTRUCTED IN THE SURFACE OF AN ACCESSIBLE ROUTE SHALL HAVE THE OPENINGS RUNNINGPERPENDICULAR TO THE DIRECTION OF TRAVEL WITH THE OPENINGS DIMENSION NOT TO EXCEED 1/2" IN THE DIRECTION OF TRAVEL.
1. THE TOP AND BOTTOM OF THE RAMP, AT THE TRANSITION TO EITHER EXISTING OR NEW SURFACES, SHALL BE FLUSH AND FREE OF ANY ABRUPT VERTICAL CHANGES.
2. THE SURFACE FINISH OF THE RAMP, EITHER RAISED OR RECESSED AS PERMITTED BY ACCESSIBILITY CODES AND GUIDELINES, SHALL BE INSTALLED TO PERMIT WATER DRAINAGE.
3. THE RAMP CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).
1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT), EXCEPT AT A RAMP.
2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).
3. ALL NEW FLOOR CONSTRUCTION AND FLOORING MATERIALS SHALL NOT HAVE AN ABRUPT VERTICAL CHANGE IN FINISH SURFACE LEVEL GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE.
1. ANY THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT, NOR 1:2 SLOPE.
2. ALL ACCESSIBLE HARDWARE OPERABLE BY THE DISABLED, SHALL NOT EXCEED A HEIGHT OF 4'-0" AFF AND SHALL BE EASILY OPERATED WITH ONE HAND WITHOUT GRASPING, PINCHING OR TWISTING OF THE WRIST.
3. ALL ACCESSIBLE DOORS WITH CLOSERS SHALL HAVE THE CLOSER ADJUSTED SO THAT THE CLOSING TIME, FROM A 70 DEGREE OPEN ANGLE TO WITHIN 3" OF THE JAMB, IS NOT LESS THAN 3 SECONDS.
4. THE OPENING FORCE OF THE ALL ACCESSIBLE DOORS, EXCEPT FIRE EXIT DOORS, SHALL NOT EXCEED 5 POUNDS IN THE DIRECTION OF TRAVEL FOR EXITING.
5. THE OPERABLE HARDWARE ON A DOOR LEADING TO HAZARDOUS AREAS (E.G. BOILER ROOMS, MECHANICAL AND ELECTRICAL ROOMS, OTHER EQUIPMENT ROOMS, AND LOADING DOCK), SHALL HAVE A TEXTURED SURFACE ON THE TOUCHABLE AREA.
1. THE FLUSH CONTROL FOR ALL ACCESSIBLE TOILET/URINALS SHALL NOT EXCEED 3'-8" AFF, AND SHALL BE ON THE WIDE (APPROACH) SIDE OF THE TOILET.
2. ACCESSIBLE LAVATORIES SHALL HAVE ALL EXPOSED HOT WATER PIPING AND DRAIN PIPES EITHER INSULATED OR CONFIGURED TO PROTECT AGAINST SKIN CONTACT. THE UNDERSIDE OF THE LAVATORY SHALL NOT HAVE ANY SHARP OR ABRASIVE SURFACES.
3. ANY GRAB BAR INSTALLATION SHALL BE ABLE TO SUPPORT 250 POUNDS APPLIED IN ANY DIRECTION.
1. ALL ACCESSIBLE PERMANENT ROOMS AND SPACES, EXIT WAYS AND EXIT STAIRWAYS, SHALL HAVE SIGNAGE THAT MEETS ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION.
2. ALL ACCESSIBLE TOILET ROOMS SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND ACCESSIBLE TEXT SIGNAGE FOR A PERMANENT ROOM, PLACED DIRECTLY BELOW THE PICTOGRAM SYMBOL. THE SIGNAGE SHALL MEET THE ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION.
3. ALL ACCESSIBLE PARKING SPACES AND PUBLIC ENTRANCES SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE IN ADDITION TO ANY OTHER SIGNAGE REQUIRED FOR ACCESSIBILITY. THIS SIGNAGE SHALL MEET ACCESSIBILITY REQUIREMENTS FOR COLOR/CONTRAST AND LOCATION.
DEMO EXISTING COOLER, FREEZER, AND ASSOCIATED CONDENSER UNITS; REF DEMO NOTE BELOW, PREP FOR NEW UNITS
EXISTING UNIT TO REMAIN
DEMO EXISTING SLAB AND CEILING TO EXTENTS OF NEW COOLER/FREEZER UNIT; VERIFY SIZE WITH FOOD SERVICE DRAWINGS
V.I
.F.
3' -
6 1
/2"
V.I.F.
9' - 6"
DEMO NOTE FOR EXISTING COOLER AND FREEZER: REMOVE ALL EXISTING COMPONENTS WITHIN THE EXISTING FLOOR RECESS FOR THE EXISTING WALK-IN COOLER AND FREEZER COMPARTMENTS INCLUDING ANY WOODEN THERMAL BREAKS. BACKFILL RECESS TO 4-1/2" BELOW FINISHED FLOOR AND THEN ADD ONE 1/2" LAYER OF SELF-LEVELING GROUT AND INSTALL THE NEW WALK-IN FLOOR PANELS AS DETAILED ON THE FOODSERVICE DRAWINGS (SHEET QF101)
PATCH CEILING (GRID AND TILE) AND FLOORING AS NEEDED TO NEW UNIT
INSTALL NEW COOLER, FREEZER, CONDENSING UNITS, AND STORAGE SHELVING; REF FOOD SERVICE
NEW STACKED WASHER & DRYER UNIT
INSTALL NEW 3 TIER LOCKERS; REF SPECS
DEMO EXISTING LOCKERS FOR NEW STACKED WASHER & DRYER UNIT
PATCH FLOOR AND EXTERIOR CONCRETE AS NEEDED FOR NEW PLUMBING LINES; REF MEP PLANS
NEW DISH MACHINE TO REPLACE EXISTING
DATE
JOB
SHEET
ISSUES
KEYPLAN
2/7
/2018
5:3
4:0
3 P
M
A02-01A
FLOOR PLANS -BOWIE, GILBERT,J.HALEY,MACARTHUR
IRV
ING
IS
D -
2018 K
ITC
HE
NE
QU
IPM
EN
T R
EP
LA
CE
ME
NT
PR
OJE
CT
S
02/08/2018
17371.0000
02/08/2018
A02-0
1A
FLO
OR
PLA
NS
- B
OW
IE, G
ILB
ER
T, J.H
ALE
Y, M
AC
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AT
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LT
IPLE
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CA
TIO
NS
CORGANwww.corgan.com
T: 214.748.2000 F: 214.653.8281
2
1 02/08/2017 100% ISSUE FOR CONSTRUCTION
3
4
5
6
7
8
9
10
D C
B A
1/8" = 1'-0"01BOWIE MS - DEMOLITION FLOOR PLAN
1/8" = 1'-0"02BOWIE MS - FLOOR PLAN
1/8" = 1'-0"05GILBERT ES - FLOOR PLAN
1/8" = 1'-0"04JOHN HALEY ES - FLOOR PLAN
1/8" = 1'-0"03MACARTHUR HS - FLOOR PLAN
1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"
UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD
WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.
4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE
MOUNTED AT 45" MAX. TO EXTINGUISHER HANDLE U.N.O.
GENERAL PLAN NOTES
GENERAL DEMOLITION
NOTES
1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.
2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.
3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.
4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.
5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.
6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.
7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.
8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.
perfectly smoothsurface for walk-incooler floor panels
perfectly smoothsurface for walk-incooler floor panels
MagnaWave TM
MagnaWave TM
MagnaWave TM
MagnaWave TM
DRYSTORAGEB139
DISHWASHINGB138
SERVINGB136
KITCHENB137
MECHB142
LOCKERSB141
TOILETB141A
JANB140
EXISTING DOOR; REVISE HARDWARE
102 SF
MANAGERS OFFICE
100A
95 SF
STORAGE
100
NEW PAINTED HOLLOW METAL WINDOW; REF 04/A02-01B
NEW DOOR; REUSE STORAGE HARDWARE SET
10
0A
S1
00
STORAGE
117A
11
7A
01
REFER MEP FOR REVISED LIGHTING AND HVAC DUCTING. CUT & PATCH EXISTING CEILING TILE AND GRID FOR NEW WALL.
10' - 0"
DEMO EXISTING DOOR. EXISTING FRAME TO REMAIN IN PLACE, PREP FOR NEW DOOR WITH
OPPOSITE SWING & HARDWARE
REMOVE EXISTING SHELVING. DEMO WALL & PORTION OF CEILING FOR EXPANSION OF COOLER/FREEZER UNIT
DEMO NOTE FOR EXISTING COOLER AND FREEZER: REMOVE ALL EXISTING COMPONENTS WITHIN THE EXISTING FLOOR RECESS FOR THE EXISTING WALK-IN COOLER AND FREEZER COMPARTMENTS INCLUDING ANY WOODEN THERMAL BREAKS. BACKFILL RECESS AND THEN ADD ONE 1/2" LAYER OF SELF-LEVELING GROUT AND INSTALL THE NEW WALK-IN FLOOR PANELS AS DETAILED ON THE FOODSERVICE DRAWINGS (SHEET QF101)
NEW DOOR IN EXISTING FRAME
VERIFY HEIGHT OF NEW UNIT & PROVIDE NEW GYP FURR DOWN UP TO TOP OF NEW UNIT IF NEEDED. CUT BACK AND PATCH EXISTING CEILING TO FURR DOWN OR WALL OF NEW UNIT
1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"
UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD
WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.
4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE
MOUNTED AT 45" MAX. TO EXTINGUISHER HANDLE U.N.O.
GENERAL PLAN NOTES
1/4" = 1'-0"4
HOLLOW METAL FRAME &GLAZING ELEVATION
DOOR SCHEDULE - BRANDENBERG
DO
OR
NU
MB
ER ROOM DOOR FRAME FRAME
HA
RD
WA
RE
SE
T
FROM ROOM TO ROOM WID
TH
HE
IGH
T
PA
NE
L T
YP
E
MA
TE
RIA
L
FIN
ISH
TH
ICK
NE
SS
FR
AM
E T
YP
E
MA
TE
RIA
L
FIN
ISH
DETAILS
HE
AD
JA
MB
LEVEL 1
B137B 3' - 0" 7' - 0" A SCWD MATCHEXISTING
0' - 1 3/4"1
HM PTD 1
GENERAL DEMOLITION
NOTES
1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.
2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.
3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.
4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.
5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.
6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.
7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.
8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.
DOOR HARDWARE NOTES: 1) EXISTING DOOR AND FRAME TO REMAIN. REPLACE HARDWARE WITH OFFICE FUNCTION2. REINSTALL SALVAGED STORAGE HARDWARE
DOOR SCHEDULE - NIMITZ
DO
OR
NU
MB
ER ROOM DOOR FRAME FRAME
HA
RD
WA
RE
SE
T
FROM ROOM TO ROOM WID
TH
HE
IGH
T
PA
NE
L T
YP
E
MA
TE
RIA
L
FIN
ISH
TH
ICK
NE
SS
FR
AM
E T
YP
E
MA
TE
RIA
L
FIN
ISH
DETAILS
HE
AD
JA
MB
LEVEL 1
117E 3' - 0" 7' - 0" F SCWD MATCHEXISTING
0' - 1 3/4"1
HM <ByCategory>
1
KITCHEN WASHER/DRYER ROOM
KITCHEN DRY STORAGE
DOOR NOTE: REFER DOOR PANEL, FRAME, AND FRAME DETAILS ON COVER SHEET; TYP
HARDWARE SET NOTES:1) PROVIDE CLASSROOM LOCKSET. LOCKABLE FROM THE OUTSIDE, PASSAGE SET FROM INSIDE THE ROOM
DOOR NOTE: CONTRACTOR TO VERIFY WIDTH AND HEIGH OF EXISTING FRAME
HARDWARE SET NOTES:1) PROVIDE STOREROOM LOCKSET
REVISIONS
KITCHEN
WALK-IN
COOLER
WALK-IN
FREEZER
EXISTING
EXISTING
1
MECH
REMOVE EXISTING DISH MACHINE
REMOVE EXISTING OH DOOR; PREP FOR INFILL
REMOVE EXISTING LOUVERS & REPLACE WITH NEW
DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW. GC IS RESPONSIBLE FOR REMOVING EXISTING EQUIPMENT TO REMAIN, REINSTALL AND TEST EQUIPMENT TO ENSURE PROPER FUNCTION
REMOVE & DISCARD EXITING SERVING LINES & EQUIPMENT. VERIFY EQUIPMENT TO REMAIN WITH FOOD SERVICE DRAWINGS. STORE AS NEEDED FLOR FLOORING REPLACEMENT AND REINSTALLATION
REMOVE EXISTING LOUVER & REPLACE WITH NEW
DEMO EXISTING EXTERIOR WALL; PREP FOR NEW DOOR
DEMO EXISTING MILLWORK, SHELVING,
FIXTURES AND CAP EXISTING PLUMBING
DEMO CEILING AT EXTENTS FOR NEW STORAGE ROOM, PREP FOR
REMOVE & DISCARD EXITING SERVING LINES & EQUIPMENT. VERIFY EQUIPMENT TO REMAIN WITH FOOD SERVICE DRAWINGS. STORE AS
NEEDED FLOR FLOORING REPLACEMENT AND REINSTALLATION; DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW
DEMO EXISTING FURR DOWN, LIGHT FIXTURES, HVAC GRILLES, AND OTHER CEILING MOUNTED DEVICES; PREP FOR NEW;
DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW. GC IS RESPONSIBLE FOR REMOVING EXISTING EQUIPMENT TO REMAIN,
REINSTALL AND TEST EQUIPMENT TO ENSURE PROPER FUNCTION
DEMO EXISTING CEILING TILE AND GRID, LIGHT FIXTURES, HVAC GRILLES, AND OTHER CEILING MOUNTED DEVICES; PREP FOR NEW; REMOVE AND DISCARD ALL EXISTING TACK BOARDS IN BOTH CAFETERIAS
DATE
JOB
SHEET
ISSUES
KEYPLAN
2/7
/2018
5:3
4:0
7 P
M
A02-01C
DEMOLITIONFLOOR PLAN -IRVING HS
IRV
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02/08/2018
A02-0
1C
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CORGANwww.corgan.com
T: 214.748.2000 F: 214.653.8281
2
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3
4
5
6
7
8
9
10
D C
B A
1/8" = 1'-0"1IRVING HS - DEMOLITION FLOOR PLAN
GENERAL DEMOLITION
NOTES
1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.
2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.
3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.
4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.
5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.
6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.
7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.
8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.
GENERAL RCP DEMO NOTES
1 CONTRACTOR TO NOTIFY ARCHITECT OF ANYDISCREPANCIES OR CONFLICTS IN INTENT TOACCOMPLISHING ALL WORK ON PLAN AND THECOORDINATION OF THIS PLAN WITH ENGINEERINGDRAWINGS OR IT WILL BE DEEMED THAT ALLNECESSARY WORK AND COST ARE INCLUDED.
2 UPON REMOVAL OF CEILING TILE AND GRID, ALLSPRINKLER HEADS ARE TO BE IDENTIFIED BY SAFETYTAPE OR MARKING AND ALL HEADS ARE TO BE TURNEDUP AND MADE UPRIGHT INSTEAD OF PENDANT TOENSURE HEADS WILL ACTIVATE. NO AREA IS TO BERENDERED AS UNPROTECTED DURING THE ENTIREDURATION OF DEMOLITION AND CONSTRUCTION OF THISPROJECT (UNLESS A FIRE WATCH IS RETAINED.)
REVISIONS
KITCHEN
EXISTING
WALK-IN COOLER
MECHANICAL
SERVING
EXISTING
WALK-IN
FREEZER
SERVING
SERVING
SERVING
ALA CARTE SERVING
SERVING
WARE WASHING
STORAGE
117B
11
7B
INSTALL NEW QUARRY TILE FLOOR & COVE BASE AT SERVING AREAS
INSTALL NEW QUARRY TILE FLOOR & COVE BASE AT SERVING AREA
TB4X4
TB4X8
TB4X8
INFILL EXISTING CMU WALL (VIF HEIGHT) & MATCH TILE WAINSCOT & PAINT TO MATCH ADJACENT WALL. PREP PAINT WITH HIGH BUILD GLAZED COATING. PREP FOR NEW FINAL PAINT PER GRAPHIC PACKAGE (ALLOWANCE)
VIF
6' -
4"
REPLACE WITH NEW LOUVER TO MATCH EXISTING IN SIZE; PREP FOR NEW PAINT PER GRAPHICS PACKAGE (ALLOWANCE)
REPLACE WITH NEW LOUVER TO MATCH EXISTING IN SIZE; PREP FOR NEW PAINT PER GRAPHICS PACKAGE (ALLOWANCE)
PREP CAFETERIA WALLS & GYP WALLS ABOVE SERVING LINES FOR NEW PAINT PER GRAPHIC PACKAGE (ALLOWANCE)
1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"
UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD
WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.
4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE
TB-1 TILE COVE BASE METROPOLITAN CERAMICS QUARRYBASICS RAVEN 3-5/8" x 7-5/8"
DOOR NOTE: REFER DOOR PANEL, FRAME, AND FRAME DETAILS ON COVER SHEET
REVISIONS
SERVING
KITCHEN
WALK-IN
COOLER
SERVING
WALK-IN
FREEZER
EXISTING
EXISTING
1
MECH
SERVING
KITCHEN
WALK-IN
COOLER
SERVING
WALK-IN
FREEZER
EXISTING
EXISTING
1
MECH
NEW PAINTED GYP FURR DOWNS AND LIGHTING ABOVE NEW SERVING LINES
NEW CEILING GRID AND ACOUSTIC TILES, LIGHT FIXTURES, HVAC GRILLES AND CEILING MOUNTED DEVICES. REF MEP; MINOR REDUCTING REQUIRED
NEW MONITORS. ADD DATA POWER, AND WALL MOUNT; REF MEP AND FOOD SERVICE
02
A02-01E
9' - 0"
16' - 0"V.I.F. TO MATCH EXISTING HEIGHT
10' - 0" G.C. V.I.F. TO MATCH EXISTING FURR DOWN
13' - 0"3'-0" ABOVE BOTTOM OF NEW FURR DOWN
A.F.F.
15' - 0"
14' - 0"
15' - 0"
14' - 0"
13' - 6" 15' - 0"
14' - 0"
15' - 0"
15' - 0"
15' - 0"
15' - 0"
15' - 0"
15' - 0"
15' - 6"
13' - 6"
13' - 6"
13' - 6"
14' - 0"
14' - 0"
13' - 6"
15' - 0"
14' - 0"
15' - 0" 14' - 0"
13' - 6"
14' - 0"
VIF
6' -
8"
SUSPENDED ACOUSTIC BAFFLES, TYP; REF SPECS. ARCHITECT TO VERIFY COLORS PRIOR TO FABRICATION
SUSPENDED OPEN GRID CLOUDS, TYP; REF SPECS. ARCHITECT TO VERIFY COLORS PRIOR TO FABRICATION
0' - 8"
3' -
0"
10'-0" A.F.F. ; V.I.F.MATCH EXISTING FURR DOWN IN CORRIDOR
5/8" GYP
METAL STUDS
NEW MONITORS ; REF FOOD SERVICE DRAWINGS
DATE
JOB
SHEET
ISSUES
KEYPLAN
2/7
/2018
5:3
4:0
9 P
M
A02-01E
REFLECTEDCEILING PLAN -IVRING HS
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02/08/2018
A02-0
1E
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CE
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LA
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IV
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G H
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CORGANwww.corgan.com
T: 214.748.2000 F: 214.653.8281
2
1 02/08/2017 100% ISSUE FOR CONSTRUCTION
3
4
5
6
7
8
9
10
D C
B A
1/8" = 1'-0"01IRVING HS - RCP
1" = 1'-0"02FURR DOWN SECTION DETAIL
GENERAL RCP NOTES
1 COORDINATE MEP / ETC. DRAWINGS FOR ALL FIXTURES/DEVICES MOUNTED IN, ABOVE, OR HUNG FROM THECEILING. FINAL FIXTURE/DEVICE LOCATIONS AREDETERMINED BY THE ARCHITECTURAL R.C.P. WHERECONDITIONS DIFFER SIGNIFICANTLY BETWEEN THEPLANS, REQUEST CLARIFICATION FROM THE ARCHITECTBEFORE PROCEEDING. WHERE FIXTURES/ DEVICESSHOWN OR SPECIFIED ON DRAWINGS OTHER THAN THEARCHITECTURAL R.C.P.'S ARE VISIBLE AT THE CEILINGPLANE, COORDINATE LOCATIONS WITH THE ARCHITECT.
2 DO NOT INSTALL CEILING GRID UNTIL WORK ABOVECEILING IS COORDINATED AND INSTALLED WITHINAVAILABLE PLENUM SPACE.
3 LOCATE CEILING MOUNTED FIXTURES/ DEVICES IN THECENTERS OF FULL CEILING PANELS U.N.O.
4 ACCENT PAINT ON GYP. BOARD BULKHEADS TO BE ONBOTTOM AND SIDES OF BULKHEAD.
5 R.C.P.'S WILL TYPICALLY INDICATE: A. LOCATIONS, DIMENSIONS AND HEIGHTS A.F.F. ORFURRDOWNS. B. VARYING CEILING MATERIALS AND THEIR LOCATIONS. C. HEIGHTS OF WALLS A.F.F. (FULL HEIGHT AND PARTIALHEIGHT). D. REQUIRED FIRE-RATINGS OF WALLS. E. FINAL LOCATIONS OF CEILING MOUNTED FIXTURES/DEVICES.
REVISIONS
Mag
naW
ave
TM
Mag
naW
ave
TM
1' - 0" MIN.
TYP.
5" MIN.
PE
R M
FR
.5"
MIN
.
#3 @ 18" O.C. MAX. E.W.
& #3 CONT. TRANSVERSE
@ BENDS IN BARS
SLAB-ON-GRADE RECESS
NOTES:
1. CONTRACTOR CORE DRILL SLAB TO
CONFIRM SLAB IS SOIL SUPPORTED PRIOR
TO FURTHER TRENCHING. THIS DETAIL IS NOT
TO BE USED WITH STRUCTURED FLOORS SUCH
AS BRANDENBURG ELEMENTARY
2. CONTRACTOR RESPONSIBLE TO MAINTAIN
SOIL STABILITY OF FOUNDATION. DO NOT
UNDERMINE EXISTING FOUNDATION.
EXIST. SLAB
ON GRADE
#3 (1-6) DRILL &
EPOXY 6" INTO EXIST.
EA. SIDE @ 18" O.C.
INSTALL 15 MIL VAPOR
RETARDER BELOW SLAB
SEE ARCHL.
SAW CUT EXIST.
SLAB AS REQD.
EXIST SLAB-ON-GRADE TRENCH
NOTES:
1. CONTRACTOR CORE DRILL SLAB TO
CONFIRM SLAB IS SOIL SUPPORTED PRIOR
TO FURTHER TRENCHING. THIS DETAIL IS NOT
TO BE USED WITH STRUCTURED FLOORS SUCH
AS BRANDENBURG ELEMENTARY
2. CONTRACTOR RESPONSIBLE TO MAINTAIN
SOIL STABILITY OF FOUNDATION. DO NOT
UNDERMINE EXISTING FOUNDATION.
6" AS REQD 6"
EXIST SLAB
TO REMAIN
INSTALL 15 MIL
VAPOR RETARDER
BELOW SLAB
SEE SPECIFICATIONSEE PLUMBING
DRAWINGS FOR
PIPING LOCATIONS
#3 @ 18 MAX EW
SAW CUT EXIST
SLAB AS REQD
#3 (1-6) @ 18 EF
DRILL & EPOXY
INTO CONC
SEE GN
SOIL SUPPORTED SLAB ASSUMED
- GC VERIFY
FOR TRENCHING IN THE
SERVING LINE AREA
SEE 3/ S02-01
CONTRACTOR NOTEDRILL CORE TO VERIFY SLAB IS SOIL SUPPORTED PRIOR TO ANY TRENCHING
S T A T E M E N T O F S T R U C T U R A L S P E C I A L I N S P E C T I O N S2 0 1 5 I N T E R N A T I O N A L B U I L D I N G C O D E
STATEMENT OF SPECIAL INSPECTIONS NOTES:
This Statement of Special Inspections is submitted in accordance with Section 1704 of the 2015 International Building
Code (referenced hereforth as Code). It includes a Schedule of Special Inspection Services applicable to the Project.
If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance.
The Owner shall employ one or more qualified Special Inspectors to perform this work. Prior to the start of construction, Special
Inspector(s) shall provide written documentation to the Building Official demonstrating the competence and relevant experience
or training of the Special Inspectors who will perform the Special Inspections and tests during construction. The Special Inspector(s)
shall keep records of Special Inspections and tests. The Special Inspector(s) shall submit reports of Special Inspections and tests
to the Building Official and to the Registered Design Professional in Responsible Charge. Reports shall indicate that work inspected
or tested was or was not completed in conformance to approved Construction Documents. Discrepancies shall be brought to the
immediate attention of the Contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention
of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work.
A final report documenting required special inspections and tests, and corrections of any discrepancies noted in the inspections or
tests, shall be submitted at a point in time agreed upon prior to the start of work by the Owner or the Owner's authorized agent to
the Building Official.
The Special Inspection program does not relieve the Contractor of responsibility to comply with the Contract Documents. Jobsite
safety and means and methods of construction are solely the responsibility of the Contractor. The construction or work for which
Special Inspection or testing is required shall remain accessible and exposed for Special Inspection or testing purposes until
completion of the required Special Inspections or tests.
See specifications for additional testing requirements. Where conflicts occur, the most stringent requirement shall control.
INSPECTION OF CONCRETE CONSTRUCTION:
Special Inspections and tests of concrete construction shall be performed in accordance with Section 1705.3 of the Code
and with Table 1705.3.
Special Inspections of welding and qualifications of Special Inspectors for reinforcing bars shall be in accordance with the
requirements of AWS D1.4 for Special Inspection and of AWS D1.4 for Special Inspector qualification.
In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in
Chapter 19 and 20 of ACI 318, the Building Official shall require testing of materials in accordance with the appropriate
standards and criteria for the material in Chapters 19 and 20 of ACI 318.
SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.3:
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
1. Inspect reinforcement, including prestressing tendons, and
verify placement.
5. Verifying use of required design mix.
CHECK
IF
REQD
10. Inspect erection of precast concrete members.
12. Inspect formwork for shape, location, and dimensions
of the concrete member being formed.
X---
X---
X---
X---
X---a. Verify weldability of reinforcing bars other than ASTM A706.
2. Reinforcing bar welding:
Xb. Inspect single-pass fillet welds, maximum 5/16" ; and
c. Inspect all other welds. X
X---
4. Inspect anchors post-installed in hardened concrete members.
a. Adhesive anchors installed in horizontally or upwardly
inclined orientations to resist sustained tension loads.X
b. Mechanical anchors and adhesive anchors not defined
in 4.a.X
3. Inspect anchors cast in concrete.
6. Prior to concrete placement, fabricate specimens for strength
tests, peform slump and air content tests, and determine the
temperature of the concrete.---X
7. Inspect concrete and shotcrete placement for proper application
techniques.X ---
8. Verify maintenance of specified curing temperature and
techniques.X---
9. Inspect prestressed concrete for:
a. Application of prestressing forces; and
b. Grouting of bonded prestressing tendons. X
X ---
---
11. Verify in-situ concrete strength, prior to stressing of tendons
in post-tensioned concrete and prior to removal of shores and
forms from beams and structural slabs.X---
MAX SPAN
4' - 0"
10' - 0"
ANGLE SIZE
L4 x 4 x 3/8
L6 x 4 x 3/8 (LLV)
NOTES:
1. EXTEND LINTEL 8" PAST EACH SIDE OF OPENING
2. FOR OPENINGS LARGER THAN 10' - 0" SEE STRUCTURAL
SECTIONS FOR BRICK SUPPORT FROM ROOF BEAMS
3. ANGLES WITH EXTERIOR EXPOSURE SHALL BE GALVANIZED
LOOSE STEEL LINTEL SCHEDULE
1/2" MAX
BRICK
VENEER
STEEL ANGLE
LOOSE LINTEL
L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com
LAFP PROJECT NO. FIRM REG. NO.
DATE
JOB
SHEET
ISSUES
17323 F-537
CORGANwww.corgan.com
T: 214.748.2000 F: 214.653.8281
2.08.2018 100% ISSUE FOR CONSTRUCTION1
S02-01
GENERAL NOTES
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02/08/2018TYPICAL DETAIL
NO SCALE
2301 - EXIST
TYPICAL DETAILNO SCALE
3319
SECTION 1 - GENERAL INFORMATION AND DESIGN CRITERIA
SECTION 1.1 - DOCUMENTS
1.1.1 Structural Drawings are not stand-alone documents. They are
augmented by technical specifications and must be coordinated
with Architectural, Civil and
Mechanical/Electrical/Plumbing/HVAC documents.
1.1.2 General Notes and Typical Details apply generally throughout
the project wherever conditions similar to those depicted exist
and are not necessarily referenced specifically in the documents.
1.1.3 Structural documents are protected by U.S.A. Copyright Laws,
and shall not be used for any purpose other than construction
of the building described in the Architectural documents and
at the geographic location shown. The structural design
described in these documents is not valid for any other purpose,
use or location.
COORDINATION
1.1.4 Contractor is responsible for coordinating Structural Documents
with other trades and disciplines including; architectural,
civil, mechanical, electrical, HVAC and fire protection. Some
requirements are not known prior to issue and may change as
layout and fabrication drawings are developed. Promptly report
deviations and interferences with structural components for
resolution by the Engineer.
1.1.5 Contractor shall verify dimensional location and depth of slab
recesses and offsets with Architectural Drawings.
1.1.6 Contractor shall verify size and location of floor and roof
penetrations shown on structural drawings with other
disciplines. Submit for approval a composite drawing showing
all proposed openings and sleeves through structural members
for engineering review prior to or simultaneous with shop
drawings for affected framing.
1.1.7 Contractor shall verify dimensions, details, plumbness and
squareness of existing structures meeting or tying into new
construction.
1.1.8 Do not scale plans, details and sections for quantity, length
or fit of materials.
SECTION 1.2 - CODES AND STANDARDS
1.2.1 Building Code of jurisdiction : IBC 2015
1.2.2 Structural Concrete Code - American Concrete Institute (ACI) 318
1.2.3 Structural Steel Code - American Institute of Steel Construction
(AISC) 360
1.2.4 See Technical Specifications for other materials testing and
inspection requirements.
G E N E R A L N O T E S
1/8" = 1'-0"
1 FOUNDATION PLAN - IRVING HIGH SCHOOL
SECTION 3 - STRUCTURAL CONCRETE
SECTION 3.2 - STEEL REINFORCING
STEEL REINFORCING
3.2.1 All bars shall be deformed in accordance with ASTM A615.
Reinforcing indicated to be welded shall conform to ASTM A706.
3.2.2 Strength of bars shall be as follows:
All Bars Grade 60
SPLICING OF REINFORCING BARS
3.2.3 Top bars in beams, slabs or joists shall be spliced at midspan
between supports, unless noted otherwise.
3.2.4 Bottom bars in beams, slabs or joists shall be spliced at
supports, unless noted otherwise.
LAPPED SPLICE LENGTHS
3.2.5 Lap reinforcing 24 bar diameters at splices unless noted or
detailed otherwise.
3.2.6 Welded wire fabric splice length (overlap), measured between
outermost cross wires of each fabric sheet, shall be at least
one spacing of cross wires plus 2 inches, but in no case less
than 6 inches.
PLACEMENT OF REINFORCING
3.2.7 Offsets in reinforcing bars shall be bent at a ratio of 1
(normal to bar axis) to 6 (parallel to bar axis).
3.2.8 Place first bar of slab reinforcing parallel to side 2 inches
from a free edge or half of required bar spacing from face of
edge beam.
SECTION 3.3 - CONCRETE MIX DESIGNS
3.3.1 Concrete Mix Schedule:
a) "HRC" refers to hardrock concrete having air dry unit
weight of approximately 145 PCF.
b) Where w/c ratio is not indicated in the Concrete Mix
Schedule, it shall be as necessary to meet strength requirements.
c) Where the w/c ratio is shown, it shall be adhered to regardless
of strength requirements.
d) "Strength" is required compressive cylinder strength
L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com
LAFP PROJECT NO. FIRM REG. NO.
DATE
JOB
SHEET
ISSUES
17323 F-537
CORGANwww.corgan.com
T: 214.748.2000 F: 214.653.8281
2.08.2018 100% ISSUE FOR CONSTRUCTION1
S02-02
FOUNDATION PLANS
IRV
ING
IS
D -
2018
KIT
CH
EN
EQ
UIP
ME
NT
RE
PL
AC
EM
EN
TP
RO
JE
CT
S
17371.0000
AT
MU
LT
IPL
E L
OC
AT
ION
S
02/08/2018
1/8" = 1'-0"
1 FOUNDATION PLAN - NIMITZ HIGH SCHOOL
1/8" = 1'-0"
4 FOUNDATION PLAN - BRANDENBURG ELEMENTARY
1/8" = 1'-0"
3 FOUNDATION PLAN - BOWIE MIDDLE SCHOOL
1/8" = 1'-0"
2 FOUNDATION PLAN - JOHN HALEY ELEMENTARY
CONTRACTOR NOTEDRILL CORE TO VERIFY SLAB IS SOIL SUPPORTED PRIOR TO ANY TRENCHING
REVISIONS
QF101
BO
WIE
M
ID
DLE
S
CH
OO
L
DATE
JOB
SHEET
This Document was
produced by or under the
direct supervision of
Registered Architect
This document is
incomplete and may not
be used for regulatory
approval, permit or
construction.
Date of issue:
ISSUES
KEYPLAN
1/22/2018 3:55:54 P
M
IR
VIN
G IS
D - 2018 K
IT
CH
EN
EQ
UIP
ME
NT
R
EP
LA
CE
ME
NT
PR
OJE
CT
S
02/08/18
17371.0000
01/18/2017
A02-01F
Unnam
ed
Signing Designer
AT
M
UL
TIP
LE
L
OC
AT
IO
NS
CORGAN
www.corgan.com
T: 214.748.2000 F: 214.653.8281
2 02/08/2017 100% ISSUE FOR CONSTRUCTION
1 01/24/2017 95% COORDINATION
3
4
5
6
7
8
9
10
D C
B A
REVISIONS
NOTE:
THE ROUGH-INS SHOWN ON THIS PLAN ARE
WHAT IS REQUIRED AS A MINIMUM FOR THE
EQUIPMENT SPECIFIED. UTILIZE AND RE-USE
EXISTING ROUGH-INS WHERE POSSIBLE.
FOODSERVICE
EQP. LAYOUT,
ELEC., PLUMBING
PLAN AND FLOOR
REQUIREMENTS
AutoCAD SHX Text
EQUIPMENT SCHEDULE
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ITEM #1, QTY. 1, WALK-IN COOLER/FREEZER COMPARTMENT PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 120 VOLT/ 1 PHASE /20.0 AMPS (RATED), J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON LIGHTS, HEATED THRESHOLD AND VIEWPORT. 1E2. 120 VOLT/ 1 PHASE /1.8 AMPS, J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON EVAPORATOR COIL. 1E3. 120 VOLT/ 1 PHASE /20.0 AMPS (RATED), J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON LIGHTS, HEATED THRESHOLD, HEATED RELIEF PORT AND VIEWPORT. 1E4. ELECTRICIAN TO INTERWIRE SERVICE FROM FREEZER COMPRESSOR AND TIME CLOCK TO BLOWER COIL FOR AUTOMATIC DEFROST SYSTEM TO STOP COMPRESSOR, BLOWER COILS, AND START HEATERS IN COILS. RUN CONDUIT ABOVE CEILING. PLUMBING: 1P1. REUSE EXISTING FLOOR DRAIN FOR EVAPORATOR CONDENSATE DRAIN LINE POSITIONED AS SHOWN ON DRAWING.
AutoCAD SHX Text
ITEM #2, QTY. 1 LOT, REMOTE REFRIGERATION SYSTEM REMOVE EXISTING UNITS AND PROVIDE UNIT AS SPECIFIED AND SET IN PLACE ON ROOF. ELECTRICAL: 2E1. 208 VOLT/ 3 PHASE /21.8 AMPS CONNECTED LOAD, 25.6 AMPS M.C.A., 30.0 MAX. FUSE SIZE, S.U. 12" AND B.T.C. ON REMOTE REFRIGERATION RACK. PLUMBING: NONE REQUIRED
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4'
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MKBD
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4'
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TKBD
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SERVING
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KITCHEN
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DRY
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STORAGE
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PREP
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WALK-IN
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COOLER
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DRY
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STORAGE
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heated viewport
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controls panel
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alum. treadplate wainscot
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1
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WALK-IN
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COOLER
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WALK-IN
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FREEZER
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matching trim, as specified
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4-1/2" recess for walk-in cooler floor panels
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heated viewport
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controls panel
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alum. treadplate wainscot
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4-1/2" recess for walk-in cooler floor panels
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matching trim, as specified
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EXISTING
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EXISTING
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plastic doors
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2
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NOTE: REMOTE REFRIGERATION RACK, ON ROOF. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS.
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plastic doors
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4'
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MKBD
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4'
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TKBD
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SERVING
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KITCHEN
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DRY
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STORAGE
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PREP
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WALK-IN
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COOLER
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DRY
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STORAGE
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WALK-IN
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COOLER
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WALK-IN
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FREEZER
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EXISTING
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EXISTING
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C
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1E4
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SPIRAL WRAP NECESSARY LENGTH OF STRIP HEATER ON DRAIN LINE. USE "E-Z" HEAT (OR EQUAL) 208 VOLT 1 PHASE. WIRE HEATER TO FAN CIRCUIT OF BLOWER COIL SO THAT HEATER IS ALWAYS ON EXCEPT DURING THE DEFROST CYCLE. STRIP HEATER FURNISHED BY K.E.C. TO THE ELECTRICAL CONTRACTOR FOR HOOK-UP.
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QF201
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2
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J
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HEATED RELIEF VENT
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1E1
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J
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1E3
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J
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1E2
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QF201
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2
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J
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2E1
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C
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1E4
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1P1
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4
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QF201
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4
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QF201
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4'
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MKBD
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4'
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TKBD
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SERVING
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KITCHEN
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DRY
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STORAGE
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PREP
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WALK-IN
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COOLER
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DRY
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STORAGE
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WALK-IN
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COOLER
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WALK-IN
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FREEZER
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EXISTING
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EXISTING
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4-1/2" recess for walk-in cooler floor panels
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4-1/2" recess for walk-in cooler floor panels
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FOODSERVICE EQUIPMENT LAYOUT PLAN
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SCALE: 1/4" = 1'-0"
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1
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QF101
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QF101
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2
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL & PLUMBING REQUIREMENTS PLAN
KASON 1806 LED VAPOR PROOF LIGHT FIXTURE SET BY ELECTRICIAN.
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DOOR AND JAMB DETAIL
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AS SPECIFIED
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EXTERIOR DOOR FINISH
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GASKET AS SPECIFIED.
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BY GEN. CONTR.
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FLOOR
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BUILDING
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ANTI-SWEAT
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HEATER
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4-1/2"
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6'-6"
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SWEEPER GASKET
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CONCRETE FILL
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CAULKING OR
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AS SPECIFIED
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EXTERIOR DOOR FINISH
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AS SPECIFIED.
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SAFETY RELEASE HANDLE
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ON PILOT LIGHT
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SWITCHES WITH CONSTANT
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OSHA INTERIOR LIGHT
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CLOSURE PANEL TO BE THE
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SAME MATERIAL AS EXPOSED
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FRONT AND REMOVABLE
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EXPOSED EXTERIOR
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WALLS - FINISH AS
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SPECIFIED
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FINISHED
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CEILING
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BREAKER STRIP
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BY GEN. CONTR.
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LEVELING BED
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1/2" GROUT
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SUB-SLAB
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CONCRETE
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VERIFY
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4"
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SECTION THRU PARTITION
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1/2" GROUT
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LEVELING BED
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BY GEN. CONTR.
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4"
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CONCRETE
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SUB-SLAB
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1/2" GROUT
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BY GEN. CONTR.
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LEVELING BED
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4"
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ASPHALT PAPER BARRIER
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6 MIL. POLYETHYLENE OR
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BY GEN. CONTR.
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PARTITION PANELS
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COIL AND TOP CORNER DETAIL
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COIL. SEAL ALL PENETRATIONS.
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FROM VAULT CEILING TO SUPPORT
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TO PROVIDE NYLON ALLTHREAD
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EQUIPMENT SUPPLIER FURNISHED
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KITCHEN EQUIPMENT SUPPLIER
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COIL. SEAL ALL PENETRATIONS.
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ALLTHREAD FROM VAULT CEILING TO SUPPORT
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KITCHEN EQUIPMENT SUPPLIER TO PROVIDE NYLON
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SILL PLATE ASSEMBLY
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14 GA. S/S HEATER CABLE AND
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ALUMINUM TREAD PLATE FLOOR
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CLASS 1 INSULATION
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FINISH AS SPECIFIED
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INTERIOR DOOR
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COVED UP AT WALLS.
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AS SPECIFIED
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LIGHT SWITCHES AND HEATER
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CABLES TO BE PREWIRED IN
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CONDUIT TO TOP OF VAULT
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BY WALK-IN MANUFACTURER
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RELEASE HANDLE
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INSIDE SAFETY
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COIL OUTLET TO ALLOW
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HEATER TAPE.
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TO WRAP LINE WITH KITCHEN
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SPECIFIED. ELECTRICIAN
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PLUMBER TO RUN DRAIN AS
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FLOOR PANEL WITH
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REPAIR, SERVICE AND
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REPLACEMENT.
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AS SPECIFIED
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FREEZER COIL
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PLUMBER TO PROVIDE
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BRASS UNION AND
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CLEANOUT CONNECTION AT
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20 GA. GALV. UNEXPOSED
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EXTERIOR CEILING
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EXPOSED CEILING
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FINISH AS SPECIFIED
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CLASS 1 INSULATION
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INTERIOR WALLS
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FINISH AS SPECIFIED
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AS SPECIFIED
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INSULATED
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CONDUIT
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INTERIOR
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4"
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ELECTRICIAN TO PROVIDE JUNCTION BOX,
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CONDUIT AND WIRING TO ROUGH-IN POINT
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BE RUN ON INTERIOR
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AS SPECIFIED
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COOLER COIL
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OF VAULTS.
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NO CONDUIT TO
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REPAIR, SERVICE AND
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COIL AND TOP CORNER DETAIL
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12" MIN.
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AIR SPACE
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1-1/2"
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PREFAB FLOOR
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FINISH CHROMATONE PAINT.
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SLEEVE
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PLASTIC
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1" AIR SPACE
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(TYPICAL)
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WALL
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OF WALK-IN
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OUTSIDE WALL
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REPLACEMENT.
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WALL
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REFRIGERATION AND
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PACK WITH PERMAGUM
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ELECTRICAL LINES (PVC)
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LINE AS SPECIFIED.
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PLUMBER TO RUN DRAIN
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PANEL ALIGNMENT.
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TO PREVENT DAMAGE TO CEILING
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UNI-STRUT OF LENGTH SUFFICIENT
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PLASTIC SLEEVES FOR
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PLUMBER TO PROVIDE
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BRASS UNION AND
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CLEANOUT CONNECTION AT
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COIL OUTLET TO ALLOW
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1" AIR SPACE
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(TYPICAL)
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2
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QF201
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VERIFY
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VERIFY
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1/2"
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4-1/2"
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SCALE: NONE
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1
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QF201
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WALK-IN COOLER/FREEZER DETAILS
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1/2"
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1/2"
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VAPOR PROOF LIGHT FIXTURE WITH BULB AS SPECIFIED (SEE PLANS FOR QUANTITY AND LOCATION)
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4
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QF201
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3
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QF201
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4
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QF201
DRY
STORAGE
B139
DISH
WASHING
B138
SERVING
B136
KITCHEN
B137
MECH
B142
LOCKERS
B141
TOILET
B141A
JAN
B140
DRY
STORAGE
B139
DISH
WASHING
B138
SERVING
B136
KITCHEN
B137
MECH
B142
LOCKERS
B141
TOILET
B141A
JAN
B140
QF101
FOODSERVICE
EQUIPMENT
LAYOUT, ELEC.,
PLUMBING &
VENTING PLAN
BR
AN
DE
NB
UR
G E
LE
ME
NT
AR
Y S
CH
OO
L
DATE
JOB
SHEET
This Document was
produced by or under the
direct supervision of
Registered Architect
This document is
incomplete and may not
be used for regulatory
approval, permit or
construction.
Date of issue:
ISSUES
KEYPLAN
1/22/2018 3:55:54 P
M
IR
VIN
G IS
D - 2018 K
IT
CH
EN
EQ
UIP
ME
NT
R
EP
LA
CE
ME
NT
PR
OJE
CT
S
02/08/18
17371.0000
01/18/2017
A02-01F
Unnam
ed
Signing Designer
AT
M
UL
TIP
LE
L
OC
AT
IO
NS
CORGAN
www.corgan.com
T: 214.748.2000 F: 214.653.8281
2 02/08/2017 100% ISSUE FOR CONSTRUCTION
1 01/24/2017 95% COORDINATION
3
4
5
6
7
8
9
10
D C
B A
REVISIONS
NOTE:
THE ROUGH-INS SHOWN ON THIS PLAN ARE
WHAT IS REQUIRED AS A MINIMUM FOR THE
EQUIPMENT SPECIFIED. UTILIZE AND RE-USE
EXISTING ROUGH-INS WHERE POSSIBLE.
AutoCAD SHX Text
ITEM #1, QTY. 1, STACKED WASHER/DRYER UNIT PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 220 VOLT/ 1 PHASE / 30.0 AMPS, EL. 30" AFF FOR STACKED WASHER/DRYER UNIT. PLUMBING: 1P1. 1/2" HOT AND COLD WATER AND 1-1/2" DRAIN, EL. 30" FOR CLOTHES WASHER. PROVIDE HOSE BIBBS AND DRAINS IN RECESS WALL BOX. VENTILATION: 1V1. 4" GRAVITY VENT FOR DOMESTIC CLOTHES DRYER.
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EQUIPMENT SCHEDULE
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1
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1E1
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1P1
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1V1
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FOODSERVICE EQUIPMENT LAYOUT PLAN
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SCALE: 1/4" = 1'-0"
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1
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QF101
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QF101
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2
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL, PLUMBING & VENTILATION REQUIREMENTS PLAN
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HUB DRAIN AS NOTED
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MECHANICAL
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SYMBOLS & ABBREVIATIONS
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FLOOR DRAIN-4" HIGH FUNNEL
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FLOOR DRAIN (FD)
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FLOOR SINK AS NOTED
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DR
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DRAIN
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CW
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COLD WATER
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HW
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HOT WATER
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HD
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HUB DRAIN SET 1" AFF
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EL
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ELEVATION AFF
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AFF
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ABOVE FINISHED FLOOR
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BFF
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BELOW FINISHED FLOOR
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SU
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STUB UP AFF
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GPH
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GALLONS PER HOUR
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GPM
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GALLONS PER MINUTE
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SS
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STEAM SUPPLY
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SR
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STEAM RETURN
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BHP
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BOILER HORSEPOWER
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PPH
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POUNDS PER HOUR
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PSI
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POUNDS PER SQUARE INCH
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DFA
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DOWN FROM ABOVE
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BTC
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BRANCH TO CONNECTION
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RETURN AIR DUCT CONNECTION
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EXHAUST DUCT CONNECTION
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SP
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STATIC PRESSURE
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WG
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INCHES OF WATER GAUGE
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CFM
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CUBIC FEET PER MINUTE
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FPM
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FEET PER MINUTE (VELOCITY)
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KES
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KITCHEN EQUIPMENT SUPPLIER
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RIGHT ANGLE FLOOR DRAIN AS NOTED
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MIXING HOSE BIBB, SINGLE OUTLET
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HOSE BIBB, SINGLE OUTLET
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HOT/COLD WATER AS NOTED
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ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR
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FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT
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SUPPLIER. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER
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MECHANICAL PLANS.
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ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED
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WALLS AND ARE IN INCHES TO 4'-0". ELEVATIONS GIVEN ARE FROM FINISHED
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FLOOR. ALL FLOOR DRAINS TO SET 1/2" BELOW FINISHED FLOOR UNLESS
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OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE
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"PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM
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CENTERLINE OF DRAIN.
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PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC.
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TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO
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DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE
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FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES,
ITEM #1, QTY. 1, STACKED WASHER/DRYER UNIT PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 220 VOLT/ 1 PHASE / 30.0 AMPS, EL. 30" AFF FOR STACKED WASHER/DRYER UNIT. PLUMBING: 1P1. 1/2" HOT AND COLD WATER AND 1-1/2" DRAIN, EL. 30" FOR CLOTHES WASHER. PROVIDE HOSE BIBBS AND DRAINS IN RECESS WALL BOX. VENTILATION: 1V1. 4" GRAVITY VENT FOR DOMESTIC CLOTHES DRYER.
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EQUIPMENT SCHEDULE
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1
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DRY STORAGE
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B-146
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DISHWASHING
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B-147
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JANITOR
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B-157
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FREEZER
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B-156
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COOLER
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B-155
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KITCHEN
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B-149
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SERVING LINE
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B-148
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JANITOR
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B-150
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VEST
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B-154
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WH
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B-151
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TOILET
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B-153
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ELECTRICAL
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B-152
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DRY STORAGE
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B-146
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DISHWASHING
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B-147
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JANITOR
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B-157
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FREEZER
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B-156
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COOLER
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B-155
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KITCHEN
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B-149
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SERVING LINE
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B-148
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JANITOR
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B-150
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VEST
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B-154
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WH
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B-151
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TOILET
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B-153
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ELECTRICAL
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B-152
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1E1
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1P1
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1V1
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FOODSERVICE EQUIPMENT LAYOUT PLAN
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SCALE: 1/4" = 1'-0"
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1
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QF101
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QF101
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2
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL, PLUMBING & VENTILATION REQUIREMENTS PLAN
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HUB DRAIN AS NOTED
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MECHANICAL
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SYMBOLS & ABBREVIATIONS
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FLOOR DRAIN-4" HIGH FUNNEL
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FLOOR DRAIN (FD)
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FLOOR SINK AS NOTED
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DR
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DRAIN
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CW
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COLD WATER
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HW
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HOT WATER
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HD
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HUB DRAIN SET 1" AFF
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EL
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ELEVATION AFF
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AFF
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ABOVE FINISHED FLOOR
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BFF
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BELOW FINISHED FLOOR
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SU
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STUB UP AFF
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GPH
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GALLONS PER HOUR
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GPM
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GALLONS PER MINUTE
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SS
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STEAM SUPPLY
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SR
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STEAM RETURN
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BHP
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BOILER HORSEPOWER
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PPH
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POUNDS PER HOUR
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PSI
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POUNDS PER SQUARE INCH
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DFA
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DOWN FROM ABOVE
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BTC
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BRANCH TO CONNECTION
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RETURN AIR DUCT CONNECTION
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EXHAUST DUCT CONNECTION
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SP
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STATIC PRESSURE
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WG
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INCHES OF WATER GAUGE
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CFM
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CUBIC FEET PER MINUTE
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FPM
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FEET PER MINUTE (VELOCITY)
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KES
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KITCHEN EQUIPMENT SUPPLIER
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RIGHT ANGLE FLOOR DRAIN AS NOTED
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MIXING HOSE BIBB, SINGLE OUTLET
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HOSE BIBB, SINGLE OUTLET
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HOT/COLD WATER AS NOTED
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ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR
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FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT
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SUPPLIER. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER
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MECHANICAL PLANS.
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ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED
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WALLS AND ARE IN INCHES TO 4'-0". ELEVATIONS GIVEN ARE FROM FINISHED
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FLOOR. ALL FLOOR DRAINS TO SET 1/2" BELOW FINISHED FLOOR UNLESS
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OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE
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"PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM
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CENTERLINE OF DRAIN.
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PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC.
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TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO
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DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE
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FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES,
ITEM #13, QTY. 1 - 3 COMPARTMENT SINK REMOVE EXISTING DISH TABLE AND ALL COMPONENTS AT FIELD JOINT LOCATION SHOWN ON PLAN AND PROVIDE UNIT AS SPECIFIED AND WELD INTO PLACE PER PLAN. ELECTRICAL: 13E1. NONE REQUIRED PLUMBING: 13P1. MANIFOLD DRAINS AND EXTEND SINGLE DRAIN LINE FROM UNIT TO EXISTING FLOOR SINK. 13P2. 3/4" HOT AND COLD WATER, EL. 18" A.F.F. AT LOCATION SHOWN AND MAKE CONNECTION TO 3-COMPARTMENT SINK.
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ITEM #14, QTY. 1, WORK TABLE PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN APPLICABLE FRONT SERVING COUNTER. PLUMBING: NONE REQUIRED
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ITEM #17, QTY. 1, A LA CARTE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 17E1. 120/208/ 3 PHASE / 62.0 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE J-BOX AND WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. 17E2. 1" CONDUIT, 18" AFF FOR OWNER'S P.O.S. WIRING SYSTEM FOR ENTIRE FRONT COUNTER. USE EASY SWEEP ELLS AT TURNS. PLUMBING: 17P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP. 17P2. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #15, QTY. 1, REACH-IN REFRIGERATOR PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 15E1. 120/ 1 PHASE / 8.6 AMPS, EL. 7'-6" A.F.F. AT LOCATION SHOWN. PLUMBING: NONE REQUIRED.
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ITEM #16, QTY. 1, REACH-IN HEATED CABINET PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 16E1. 208/ 1 PHASE / 7.8 AMPS, EL. 7'-6" A.F.F. AT LOCATION SHOWN. PLUMBING: NONE REQUIRED.
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ITEM #18, QTY. 1, SIDE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN APPLICABLE FRONT SERVING COUNTER. PLUMBING: NONE REQUIRED
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ITEM #19, QTY. 2, SIDE COUNTER W/2 DRAWER WARMER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN APPLICABLE FRONT SERVING COUNTER. PLUMBING: NONE REQUIRED
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ITEM #20, QTY. 1, REFRIGERATED MERCHANDISER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN ITEM #22, GRAB-N-GO COUNTER. PLUMBING: NONE REQUIRED
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ITEM #21, QTY. 1, HEATED MERCHANDISER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN ITEM #22, GRAB-N-GO COUNTER. PLUMBING: NONE REQUIRED
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ITEM #22, QTY. 1, GRAB-N-GO COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 22E1. 120-208/ 1 PHASE / 27.0 AMPS AT 18" A.F.F. AT LOCATION SHOWN FOR GRAB-N-GO COUNTER. PLUMBING: NONE REQUIRED
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ITEM #23, QTY. 1, MOBILE HEATED CABINET, BY OWNER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 23E1. 120 / 1 PHASE / 20.0 AMPS (RATED) AT 18" A.F.F. AT LOCATION SHOWN FOR FUTURE OWNER PROVIDED EQUIPMENT. PLUMBING: NONE REQUIRED
REMOVE EXISTING SOILED DISH TABLE W/DISPOSER AND SPRAY RINSE FAUCET ON RIGHT HAND SIDE ONLY AND WELD IN NEW 3 COMPARTMENT SINK AS SHOWN.
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FIELD JOINT
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9
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13
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10
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EXISTING HAND SINK
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EXISTING DISH TABLES
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faucets
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utensil rack w/overshelf
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vent ducts
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vent ducts
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EXISTING SPRAY RINSE FAUCET
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WARE WASHING
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EXISTING BOOSTER HEATER
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CAFETERIA
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7/QF301
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6/QF301
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ITEM #4, QTY. 2, HOT WELL COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 4E1. 120/208/ 3 PHASE / 36.5 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE J-BOX AND WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 4P1. 1/2" COLD WATER, S.U. 4" A.F.F. AT LOCATION SHOWN AND MAKE CONNECTION TO SERVING COUNTER. 4P2. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP. 4P3. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #4A, QTY. 1, HOT WELL COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 4AE1. 120/208/ 3 PHASE / 36.5 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE J-BOX AND WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 4AP1. 1/2" COLD WATER, S.U. 4" A.F.F. AT LOCATION SHOWN AND MAKE CONNECTION TO SERVING COUNTER. 4AP2. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP. 4AP3. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #4B, QTY. 1, HOT WELL COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 4BE1. 120/208/ 3 PHASE / 36.5 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE J-BOX AND WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 4BP1. 1/2" COLD WATER, S.U. 4" A.F.F. AT LOCATION SHOWN AND MAKE CONNECTION TO SERVING COUNTER. 4P2. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP. 4BP3. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #6, QTY. 8, REFRIGERATED MILK CABINET PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN APPLICABLE SERVING COUNTER. PLUMBING: NONE REQUIRED
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ITEM #7, QTY. 6, STAINLESS STEEL HAND RAIL TO BE PROVIDED BY OWNER. ELECTRICAL: NONE REQUIRED PLUMBING: NONE REQUIRED
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ITEM #5, QTY. 6, HALF HEIGHT REACH-IN HEATED CABINET PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: UNIT SHALL BE CONNECTED TO RECEPTACLE PROVIDED WITHIN APPLICABLE SIDE SERVING COUNTER. PLUMBING: NONE REQUIRED.
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ITEM #10, QTY. 1 - DISH MACHINE REMOVE EXISTING DISH MACHINE AND PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 10E1. 208 VOLT/ 3 PHASE / 55.0 AMPS, B.T.C. ON DISH MACHINE. CONNECT UNIT TO EXISTING ELECTRICAL SUPPLY. K.E.C. TO VERIFY. PLUMBING: 10P1. EXTEND DRAIN FROM UNIT TO EXISTING FLOOR SINK PER MANUFACTURER'S WRITTEN SPECIFICATION. VENTILATION: 10V1. RECONNECT EXISTING VENT DUCTS.
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ITEM #8, QTY. 2, SERVING COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 8E1. 120/208/ 3 PHASE / 65.8 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE J-BOX AND WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. 8E2. 1" CONDUIT, S.U. 4" AFF FOR OWNER'S P.O.S. WIRING SYSTEM FOR BOTH COUNTERS. USE EASY SWEEP ELLS AT TURNS. PLUMBING: 8P1. 1/2" COLD WATER, S.U. 4" A.F.F. AT LOCATION SHOWN AND MAKE CONNECTION TO SERVING COUNTER. 8P2. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP. 8P3. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #9, QTY. 1, DISPOSER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 9E1. 208 VOLT/ 3 PHASE / 2.0 HP, B.T.C. ON DISPOSER. CONNECT UNIT TO EXISTING ELECTRICAL SUPPLY. K.E.C. TO VERIFY. PLUMBING: 9P1. CONNECT UNIT TO EXISTING WATER AND DRAIN CONNECTIONS.
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ITEM #1, QTY. 7 - VIDEO MONITOR/MENU BOARD SYSTEM PROVIDE AND SET UNIT IN PLACE, DOWN FROM ABOVE IN LOCATIONS AS SHOWN VIA SPECIFIED POLE MOUNT OPTION AS SPECIFIED. ELECTRICAL: 1E1. 120 VOLT/ 1 PHASE /10.0 AMPS FOR MONITOR. PROVIDE DUPLEX OUTLET ABOVE CEILING LEVEL AND ROUTE POWER THROUGH POLE MOUNT TO UNIT. 1E2. CAT 5 DATA CONNECTION. ROUTE CAT 5 CABLE THROUGH POLE MOUNT TO UNIT. PLUMBING: NONE REQUIRED
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ITEM #2, QTY. 2, SIDE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 2E1. 120/208 / 3 PHASE / 38.0 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 2P1. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #2A, QTY. 2, SIDE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 2E1. 120/208 / 3 PHASE / 38.4 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 2AP1. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #2B, QTY. 1, SIDE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 2E1. 120/208 / 3 PHASE / 38.4 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 2BP1. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #2C, QTY. 1, SIDE COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 2E1. 120/208 / 3 PHASE / 38.4 AMPS FOR LOAD CENTER. S.U. 4" A.F.F. AT LOCATION SHOWN AND PROVIDE WATER-TIGHT CONNECTION TO LOAD CENTER IN SERVING COUNTER. PLUMBING: 2CP1. 3" FLOOR SINK, SET FLUSH WITH FINISHED FLOOR TO RECEIVE WASTE FROM FIXTURES. FLOOR SINK TO HAVE HALF GRATE.
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ITEM #3, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 3E2. 1" CONDUIT, 18" AFF FOR OWNER'S P.O.S. WIRING SYSTEM FOR ALL FOUR (4) FRONT COUNTERS. USE EASY SWEEP ELLS AT TURNS. PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
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ITEM #3A, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: NONE REQUIRED PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
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ITEM #3B, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: NONE REQUIRED PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
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ITEM #3C, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: NONE REQUIRED PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
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ITEM #3D, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: NONE REQUIRED PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
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ITEM #3E, QTY. 1, FRONT COUNTER PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: NONE REQUIRED PLUMBING: 3P1. MAKE CONNECTION TO DRAIN ON COUNTER AND ROUTE TO NEW FLOOR SINK WITH 1" AIR GAP.
REGULATORS AND MATERIAL NECESSARY TO CONNECT ALL LINES, UNLESS
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OTHERWISE SPECIFIED IN THE ITEM SPECIFICATIONS. FAUCETS, DRAIN OUTLET
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FITTINGS IN FIXTURES AND SPECIALITY ITEMS ARE TO BE FURNISHED BY KITCHEN
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EQUIPMENT SUPPLIER AS OUTLINED ON THE ITEM SPECIFICATIONS. ALL WORK
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TO BE PERFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE CODES RELATING
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TO INSTALLATION AND HOOK-UP OF EQUIPMENT.
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PLUMBING NOTES
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UNLESS OTHERWISE NOTED, ALL MANUFACTURED AND FABRICATED ITEMS HAVING
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INTERNAL OR EXTERNAL WATER PIPING ARE TO BE COPPER WITH WELDED CONNEC-
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TIONS OR CONNECTIONS USING LEAD FREE SOLDER WITH THE EXCEPTION OF ICE
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BINS WHICH ARE TO BE PVC. ALL EXPOSED SUPPLY AND DRAIN LINES UNLESS
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SPECIFIED OTHERWISE ARE TO BE PAINTED WITH CHROME OR ALUMINUM ALL-
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WEATHER PAINT.
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SPECIAL OUTLET AS NOTED
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FLOOR RECEPTACLE AS NOTED
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KITCHEN EQUIPMENT SUPPLIER
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KW
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KILOWATTS
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KES
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HORSEPOWER
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HP
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STUB UP AFF
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SU
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DOWN FROM ABOVE
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DFA
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AND INSTALL RECEPTACLE
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BRANCH TO FIXTURE, FURNISH
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BTF
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AND CONNECT EQUIPMENT
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BRANCH TO CONNECTION POINT
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BTC
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ABOVE FINISHED FLOOR
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AFF
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PHASE
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WATTS
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W
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VOLTS
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V
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AMPERES
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AMP
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ELEVATION AFF
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EL
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SWITCH AND PILOT LIGHT
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P
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S
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SWITCH AS NOTED
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W
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S
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DISCONNECT SWITCH
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PANEL BOARD
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CONDUIT AS NOTED
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C
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LIGHT INDICATION
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120/208V-1PH, 3 WIRE (OR AS NOTED)
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CONVENIENCE OUTLET, 2 CIRCUIT
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SINGLE POWER OUTLET AS NOTED
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SOLENOID OR CONTROL CIRCUIT
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S
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MOTOR OUTLET
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HEATING ELEMENT OR POWER
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JUNCTION BOX (JB)
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J
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DOUBLE CONVENIENCE OUTLET (DCO)
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SINGLE CONVENIENCE OUTLET (SCO)
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SYMBOLS & ABBREVIATIONS
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ELECTRICAL
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CONDUIT STUB-UP AS NOTED
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FIRE PULL CONDUIT
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F
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GROUND FAULT INDICATOR
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GFI
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BELOW FINISHED FLOOR
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BFF
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QUAD CONVENIENCE OUTLET
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QF201
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3
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL & PLUMBING REQUIREMENTS PLAN - GRAB-N-GO AREA
QF301
FOODSERVICE
ELEVATION,
SECTION AND
DETAILS
IR
VIN
G H
IG
H S
CH
OO
L
DATE
JOB
SHEET
This Document was
produced by or under the
direct supervision of
Registered Architect
This document is
incomplete and may not
be used for regulatory
approval, permit or
construction.
Date of issue:
ISSUES
KEYPLAN
1/22/2018 3:55:54 P
M
IR
VIN
G IS
D - 2018 K
IT
CH
EN
EQ
UIP
ME
NT
R
EP
LA
CE
ME
NT
PR
OJE
CT
S
02/08/18
17371.0000
01/18/2017
A02-01F
Unnam
ed
Signing Designer
AT
M
UL
TIP
LE
L
OC
AT
IO
NS
CORGAN
www.corgan.com
T: 214.748.2000 F: 214.653.8281
2 02/08/2017 100% ISSUE FOR CONSTRUCTION
1 01/24/2017 95% COORDINATION
3
4
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6
7
8
9
10
D C
B A
REVISIONS
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SCALE: 1/2"=1'-0"
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ELEVATION
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1
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QF301
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14 GA. S/S TOP
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2"
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1-1/4"
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1/4"
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BODY LINE
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PROVIDE SCHNEE BUTYL SEALANT 1/2" WIDE ROPE CONTINUOUSLY BETWEEN ALL FRAME-MEMBERS AND UNDERSIDE OF TOP
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SCALE: NONE
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EDGE SECTION
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4
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QF301
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STUD BOLTS WELDED TO UNDERSIDE OF TOP
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EXPOSED ENDS OF HAT CHANNELS TO BE CAPPED WITH STAINLESS STEEL
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COMPONENT HARDWARE S/S FULLY ENCLOSED ROUND GUSSETS WELDED TO BOTTOM OF HAT CHANNEL CONTINUOUSLY (SET SCREWS NOT EXPOSED)
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NOTCH UNDERSHELF NEATLY AROUND LEGS AND WELD FULLY
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ADJUSTABLE BULLET FEET
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12 GA. GALV. HAT CHANNEL BRACING
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16 GA. S/S SHELF NOTCHED AND FULLY WELDED TO LEGS
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CHROME PLATED ACORN NUTS
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FULLY WELDED
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1-5/8" O.D. S/S 16 GA. SEAMLESS TUBING LEGS AND CROSSRAILS - SPACING FOR WORK TABLE LEGS NOT TO EXCEED 6'-0" O.C. AND DISHTABLE OR UTENSIL WASH COUNTER LEGS NOT EXCEEDING 5'-0" O.C.
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12 GA. GALV. CLOSED HAT CHANNEL CROSSBRACING RUNNING DOWN CENTER OF TOP. TOPS WIDER THAN 36" USE TWO CHANNELS
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12 GA. GALV. CLOSED HAT CHANNELS ATTACHED TO UNDERSIDE OF TOP WITH STUD BOLTS CAPPED WITH CHROME PLATED ACORN NUTS - WORK TABLES TO BE 1-1/2" x 4" x 1-1/2" - DISHTABLES AND UTENSIL WASH COUNTERS TO BE 1" x 4" x 1" - RUN CHANNEL FROM FRONT TO BACK OF TABLE AT EACH PAIR OF LEGS
ITEM #1, QTY. 1, STACKED WASHER/DRYER UNIT PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 220 VOLT/ 1 PHASE / 30.0 AMPS, EL. 30" AFF FOR STACKED WASHER/DRYER UNIT. PLUMBING: 1P1. 1/2" HOT AND COLD WATER AND 1-1/2" DRAIN, EL. 30" FOR CLOTHES WASHER. PROVIDE HOSE BIBBS AND DRAINS IN RECESS WALL BOX. VENTILATION: 1V1. 4" GRAVITY VENT FOR DOMESTIC CLOTHES DRYER.
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EQUIPMENT SCHEDULE
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DRY
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STORAGE
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4J
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8 MB
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4 TB
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4 TB
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8 MB
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4 TB
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4 TB
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W.H.
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EXISTING
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FREEZER
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CLOSET
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4L
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CLOSET
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4K
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VEST
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105A
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VEST
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4H
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SERVING
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4C
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SCULLERY
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4B
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SERVING
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4A
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KITCHEN
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4
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COLLER
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4D
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COLLER
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4E
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COOKING
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4M
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TOILET
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4F
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JANITOR
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4G
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CORRIDOR
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105
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LIB
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6C
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1
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DRY
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STORAGE
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4J
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8 MB
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4 TB
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4 TB
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8 MB
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4 TB
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4 TB
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W.H.
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EXISTING
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FREEZER
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CLOSET
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4L
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CLOSET
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4K
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VEST
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105A
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VEST
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4H
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SERVING
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4C
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SCULLERY
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4B
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SERVING
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4A
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KITCHEN
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4
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COLLER
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4D
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COLLER
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4E
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COOKING
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4M
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TOILET
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4F
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JANITOR
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4G
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CORRIDOR
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105
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LIB
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6C
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1E1
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1P1
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1V1
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FOODSERVICE EQUIPMENT LAYOUT PLAN
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SCALE: 1/4" = 1'-0"
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1
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QF101
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QF101
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2
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL, PLUMBING & VENTILATION REQUIREMENTS PLAN
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HUB DRAIN AS NOTED
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MECHANICAL
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SYMBOLS & ABBREVIATIONS
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FLOOR DRAIN-4" HIGH FUNNEL
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FLOOR DRAIN (FD)
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FLOOR SINK AS NOTED
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DR
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DRAIN
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CW
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COLD WATER
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HW
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HOT WATER
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HD
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HUB DRAIN SET 1" AFF
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EL
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ELEVATION AFF
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AFF
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ABOVE FINISHED FLOOR
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BFF
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BELOW FINISHED FLOOR
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SU
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STUB UP AFF
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GPH
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GALLONS PER HOUR
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GPM
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GALLONS PER MINUTE
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SS
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STEAM SUPPLY
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SR
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STEAM RETURN
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BHP
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BOILER HORSEPOWER
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PPH
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POUNDS PER HOUR
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PSI
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POUNDS PER SQUARE INCH
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DFA
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DOWN FROM ABOVE
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BTC
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BRANCH TO CONNECTION
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RETURN AIR DUCT CONNECTION
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EXHAUST DUCT CONNECTION
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SP
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STATIC PRESSURE
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WG
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INCHES OF WATER GAUGE
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CFM
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CUBIC FEET PER MINUTE
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FPM
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FEET PER MINUTE (VELOCITY)
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KES
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KITCHEN EQUIPMENT SUPPLIER
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RIGHT ANGLE FLOOR DRAIN AS NOTED
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MIXING HOSE BIBB, SINGLE OUTLET
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HOSE BIBB, SINGLE OUTLET
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HOT/COLD WATER AS NOTED
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ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR
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FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT
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SUPPLIER. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER
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MECHANICAL PLANS.
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ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED
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WALLS AND ARE IN INCHES TO 4'-0". ELEVATIONS GIVEN ARE FROM FINISHED
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FLOOR. ALL FLOOR DRAINS TO SET 1/2" BELOW FINISHED FLOOR UNLESS
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OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE
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"PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM
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CENTERLINE OF DRAIN.
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PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC.
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TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO
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DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE
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FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES,
ITEM #1, QTY. 1 - DISH MACHINE REMOVE EXISTING DISH MACHINE AND PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 480 VOLT/ 3 PHASE / 27.9 AMPS, B.T.C. ON DISH MACHINE. PLUMBING: 1P1. EXTEND DRAIN FROM UNIT TO EXISTING FLOOR SINK PER MANUFACTURER'S WRITTEN SPECIFICATION. VENTILATION: 1V1. RECONNECT EXISTING VENT DUCTS.
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WATER FOUNTAINS
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EXISTING HAND SINK
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EXISTING DISH TABLES
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EXISTING VENT DUCTS
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EXISTING DISPOSER & SPRAY RINSE FAUCET
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EXISTING DISPOSER & SPRAY RINSE FAUCET
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EXISTING BOOSTER HEATER
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EXISTING DISPOSER & SPRAY RINSE FAUCET
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1
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WATER FOUNTAINS
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UP
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1E1
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1P1
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J
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1V1
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1V1
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FOODSERVICE EQUIPMENT LAYOUT PLAN
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SCALE: 1/4" = 1'-0"
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1
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QF101
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QF101
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2
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SCALE: 1/4" = 1'-0"
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FOODSERVICE EQUIPMENT ELECTRICAL & PLUMBING REQUIREMENTS PLAN
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HUB DRAIN AS NOTED
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MECHANICAL
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SYMBOLS & ABBREVIATIONS
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FLOOR DRAIN-4" HIGH FUNNEL
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FLOOR DRAIN (FD)
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FLOOR SINK AS NOTED
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DR
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DRAIN
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CW
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COLD WATER
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HW
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HOT WATER
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HD
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HUB DRAIN SET 1" AFF
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EL
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ELEVATION AFF
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AFF
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ABOVE FINISHED FLOOR
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BFF
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BELOW FINISHED FLOOR
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SU
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STUB UP AFF
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GPH
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GALLONS PER HOUR
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GPM
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GALLONS PER MINUTE
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SS
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STEAM SUPPLY
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SR
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STEAM RETURN
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BHP
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BOILER HORSEPOWER
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PPH
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POUNDS PER HOUR
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PSI
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POUNDS PER SQUARE INCH
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DFA
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DOWN FROM ABOVE
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BTC
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BRANCH TO CONNECTION
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RETURN AIR DUCT CONNECTION
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EXHAUST DUCT CONNECTION
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SP
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STATIC PRESSURE
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WG
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INCHES OF WATER GAUGE
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CFM
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CUBIC FEET PER MINUTE
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FPM
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FEET PER MINUTE (VELOCITY)
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KES
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KITCHEN EQUIPMENT SUPPLIER
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RIGHT ANGLE FLOOR DRAIN AS NOTED
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MIXING HOSE BIBB, SINGLE OUTLET
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HOSE BIBB, SINGLE OUTLET
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HOT/COLD WATER AS NOTED
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ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE FOR
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FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT
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SUPPLIER. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER
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MECHANICAL PLANS.
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ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED
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WALLS AND ARE IN INCHES TO 4'-0". ELEVATIONS GIVEN ARE FROM FINISHED
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FLOOR. ALL FLOOR DRAINS TO SET 1/2" BELOW FINISHED FLOOR UNLESS
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OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE
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"PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM
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CENTERLINE OF DRAIN.
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PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE LINES, ETC.
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TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO
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DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE
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FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES,
ITEM #1, QTY. 1, WALK-IN COOLER/FREEZER COMPARTMENT PROVIDE UNIT AS SPECIFIED AND SET IN PLACE PER PLAN. ELECTRICAL: 1E1. 120 VOLT/ 1 PHASE /20.0 AMPS (RATED), J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON LIGHTS, HEATED THRESHOLD AND VIEWPORT. 1E2. 120 VOLT/ 1 PHASE /3.6 AMPS, J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON EVAPORATOR COIL. 1E3. 120 VOLT/ 1 PHASE /20.0 AMPS (RATED), J-BOX D.F.A. ABOVE COMPARTMENT B.T.C. ON LIGHTS, HEATED THRESHOLD, HEATED RELIEF PORT AND VIEWPORT. 1E4. ELECTRICIAN TO INTERWIRE SERVICE FROM FREEZER COMPRESSOR AND TIME CLOCK TO BLOWER COIL FOR AUTOMATIC DEFROST SYSTEM TO STOP COMPRESSOR, BLOWER COILS, AND START HEATERS IN COILS. RUN CONDUIT ABOVE CEILING. PLUMBING: 1P1. REUSE EXISTING FLOOR DRAIN FOR EVAPORATOR CONDENSATE DRAIN LINE POSITIONED AS SHOWN ON DRAWING.
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ITEM #2, QTY. 2, REMOTE REFRIGERATION SYSTEM REMOVE EXISTING UNITS AND PROVIDE UNIT AS SPECIFIED AND SET IN PLACE ON ROOF. ELECTRICAL: 2E1. 208 VOLT/ 3 PHASE /22.3 AMPS CONNECTED LOAD, 27.9 AMPS M.C.A., 40.0 MAX. FUSE SIZE, S.U. 12" AND B.T.C. ON FREEZER REFRIGERATION RACK. 2E2. 208 VOLT/ 3 PHASE /9.5 AMPS CONNECTED LOAD, 11.9 AMPS M.C.A., 20.0 MAX. FUSE SIZE, S.U. 12" AND B.T.C. ON COOLER REFRIGERATION RACK. PLUMBING: NONE REQUIRED
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OFFICE
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KITCHEN
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WALK-IN
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COOLER
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DRY
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STORAGE
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TOILET
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RECEIVING
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STORAGE
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matching trim, as specified
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matching trim, as specified
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ramp up
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ramp up
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1
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alum. treadplate wainscot
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heated viewport
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controls panel
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plastic door
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heated viewport
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alum. treadplate wainscot
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controls panel
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SERVING
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WALK-IN
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FREEZER
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NOTE: REMOTE REFRIGERATION RACK, ON ROOF. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS.
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2
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2
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perfectly smooth surface for walk-in cooler floor panels
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perfectly smooth surface for walk-in cooler floor panels
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OFFICE
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KITCHEN
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WALK-IN
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COOLER
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DRY
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STORAGE
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TOILET
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RECEIVING
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STORAGE
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SERVING
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WALK-IN
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FREEZER
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C
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C
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J
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1E1
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J
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HEATED RELIEF VENT
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J
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2E1
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J
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2E2
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C
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1E4
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1P1
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1E3
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1E2
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J
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4
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QF201
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1E4
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1E4
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4
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QF201
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OFFICE
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KITCHEN
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WALK-IN
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COOLER
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DRY
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STORAGE
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TOILET
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RECEIVING
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STORAGE
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SERVING
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WALK-IN
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FREEZER
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perfectly smooth surface for walk-in cooler floor panels
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perfectly smooth surface for walk-in cooler floor panels