1. home and garden
2. home improvement and repair
3. plumbing

6.
7.
8.
9.
10.
11.
12.
13.
14.
SAVE-A-LOT FOOD STORES
15.
16.
TENANT FIT OUT
1612 MILL SQUARE
ALEXANDER CITY, AL 35010
17.
18.
DATE:
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
5.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
4.
DESCRIPTION:
3.
REV. NUMBER:
2.
PREMISES ARE TO BE FREE FROM ASBESTOS AND OTHER HAZARDOUS SUBSTANCES AND GASES,
ANY SUCH ASBESTOS AND OTHER HAZARDOUS SUBSTANCES AND GASES SHALL BE REMOVED
(ACCORDING TO ALL APPLICABLE LAWS) PRIOR TO THE START OF WORK.
THE BUILDING OWNER WILL PROVIDE A "VANILLA BOX" TO SAVE-A-LOT. THE GENERAL
CONTRACTOR SHALL COORDINATE WITH THE OWNER'S CONTRACTOR WITH RESPECT TO ANY
LEASEHOLD WORK THAT IS TO BE PERFORMED PRIOR TO COMPLETION OF THE "VANILLA BOX."
DURING THE BIDDING PERIOD, EACH CONTRACTOR SHALL BE HELD RESPONSIBLE TO VISIT THE
SITE AND VICINITY TO ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS, FACILITIES AND
OBSTRUCTIONS INVOLVED IN AND EXPECTED BY THE WORK INDICATED BY ALL CONTRACT
DOCUMENTS IN ORDER TO PROVIDE A COMPLETE AND ACCURATE BID. CONTRACTOR'S FAILURE TO
REASONABLY DETERMINE AND/OR ANTICIPATE THE EFFECT OF EXISTING CONDITIONS AND
INVOLVEMENT SHALL NOT BE JUSTIFICATION FOR ADDITIONAL COMPENSATION. PROVIDE" MEANS
"FURNISH AND INSTALL."
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OR SAVE-A-LOT
PROJECT MANAGER OF DISCREPANCIES. CONTRACTOR HAS SOLE RESPONSIBILITY OF FIELD
VERIFYING DIMENSIONS PRIOR TO ORDERING MATERIALS.
CONTRACTOR TO COORDINATE NEW SCOPE OF WORK REQUIREMENTS W/ ALL DISCIPLINES WITHIN
THIS SET OF DRAWINGS. CONTRACTOR TO INVESTIGATE EXISTING CONDITIONS THOROUGHLY AND
IDENTIFY CONFLICTS, IF ANY, AS EARLY AS POSSIBLE DURING CONSTRUCTION IN ORDER TO
RESOLVE CONFLICTS AS QUICKLY AS POSSIBLE
NOTIFY PROJECT MANAGER OF ANY STRUCTURAL DEFECTS OR CONDITIONS WITHIN THE LEASED
PREMISES IF DISCOVERED DURING THE BUILD-OUT OF THE LEASED PREMISES.
CONTRACTOR SHALL PROVIDE NECESSARY BARRIERS TO CONTAIN DUST / DEBRIS DURING
CONSTRUCTION. CONTRACTOR SHALL REMOVE DEBRIS FROM WORK AREA EACH DAY PRIOR TO
LEAVING SITE. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF STORE AT END OF
CONSTRUCTION. INCLUDING, BUT NOT LIMITED TO, SALES AREA, OFFICE, BREAK ROOM, REST
ROOMS, BACK ROOM AREAS, COOLERS, FREEZERS, STORE FRONT GLAZING AND DOORS.
PROVIDE DUST PARTITION TO PROTECT EQUIPMENT AND ADJACENT, NON-WORK AREAS
USE ELECTRIC OR PNEUMATIC POWERED EQUIPMENT FOR INTERIOR WORK. DO NOT USE
EQUIPMENT THAT PRODUCES EXHAUST FUMES.
ALL WOOD, WOOD FRAMING AND WOOD BLOCKING NECESSARY FOR PLUMBING FIXTURES, TOILET
ACCESSORIES, TIME-CLOCK, SHELVING, DOOR STOPS, ETC. SHALL BE FIRE RETARDANT WOOD.
CONTRACTOR SHALL REMOVE / REPLACE OR USE A FIRE RETARDANT COATING APPLICATION (SUCH
AS FLAMEX FS-II) ON ALL NON FIRE-RETARDANT WOOD EXPOSED DURING CONSTRUCTION.
VISUALLY INSPECT THE ROOF FOR DAMAGE OR NEED OF REPAIR PRIOR TO BEGINNING ANY WORK
ON THE ROOF. IDENTIFY AND PHOTOGRAPH ANY EXISTING DAMAGE OR PROBLEM AREAS, AND
REPORT TO SAVE-A-LOT PROJECT MANAGER.
CONTRACTOR SHALL PROVIDE NECESSARY CUTTING AND PATCHING AT ALL PENETRATIONS FOR
PLUMBING, HVAC AND ROOF HATCH. IN ORDER TO PRESERVE THE ROOFING WARRANTY, THE
CONTRACTOR THAT INSTALLED THE ROOF SHOULD PERFORM THE WORK. OTHERWISE, HAVE THE
WORK PERFORMED BY A LICENSED ROOFING CONTRACTOR THAT IS APPROVED BY BOTH THE
ROOFING MANUFACTURER AND THE LANDLORD.
CONTRACTOR SHALL PROVIDE ALL ROOF PENETRATIONS PER NEW REFRIGERATION EQUIPMENT AND
ASSOCIATED STRUCTURAL, MECHANICAL AND ELECTRICAL PER MANUFACTURER'S SPECIFICATIONS.
SEE DETAILS 15 & 16 / A-4.
CONTRACTOR SHALL REPAIR ALL ROOF DAMAGE CAUSED BY EQUIPMENT INSTALLATION, REMOVAL
OR RELOCATION. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM ROOF.
CONTRACTOR SHALL COORDINATE REFRIGERATED CASE LOCATIONS w/ SAVE-A-LOT PROJECT
MANAGER AND REFRIGERATION DRAWINGS - TYPICAL.
CONTRACTOR SHALL PROVIDE A SMOOTH, CLEAN AND LEVEL EXISTING CONCRETE FLOOR READY
FOR INSTALLATION OF NEW FLOOR FINISHESSAVE-A-LOT HAS A NATIONAL ACCOUNT AGREEMENT
WITH PASS SECURITY WHICH SECURES FAVORED PRICING FOR THE INSTALLATION & MONITORING
OF FIRE AND INTRUSION ALARM SYSTEMS. ALL ALARM SYSTEMS SUBMITTED OR PROPOSED MUST
BE APPROVED BY THE SAVE-A-LOT PROJECT MANAGER & PASS SECURITY. FOR QUESTIONS
REGARDING SPECIFICATIONS REQUIRED CONTACT TONY RUSTEBERG AT PASS SECURITY, 141
MARKET PLACE DRIVE, SUITE 104, FAIRVIEW HEIGHTS, IL 62208. PHONE: (314) 241-0422 EXT 155
OR (618) 708-0097.
COOLERS AND FREEZERS ARE PROVIDED AND INSTALLED BY SAVE-A-LOT.
CONTRACTOR SHALL PROVIDE AN AS-BUILT, RECORD SET OF DRAWINGS TO SAVE-A-LOT PROJECT
MANAGER AT PROJECT COMPLETION. ONE FULL SIZE SET & FULL SET OF PDF FILES ON CD.
CERTIFICATION:
1.
BY:
GENERAL NOTES
SHEET INDEX
SHT. NO.
DESCRIPTION
CS-1
COVER SHEET
F-1
FIXTURE PLAN - (FOR REFERENCE ONLY)
ARCHITECTURAL DRAWINGS
ELECTRICAL CODE:
2005 INTERNATIONAL ELECTRICAL CODE.
MECHANICAL CODE:
2006 INTERNATIONAL MECHANICAL CODE.
FIRE CODE:
2006 INTERNATIONAL FIRE CODE.
HANDICAP ACCESSIBILITY:
ALABAMA ACCESSIBILITY CODE (ADAAG WITH PROVISIONS).
ENERGY CODE / CALCULATIONS:
2006 INTERNATIONAL ENERGY CODE.
CONSTRUCTION CLASSIFICATION: -------------------------------- TYPE IIB (NO CHANGE TO EXISTING)
FIRE MARSHALL
ALEXANDER CITY FIRE DEPARTMENT
CRAIG CLARK
38 COURT SQUARE
ALEXANDER CITY , AL 35010
PHONE: (256) 329-6760
WATER SERVICE / SANITARY SEWER
ALEXANDER CITY SEWER DEPARTMENT
MIKE WALDROP, SUPERVISOR
762 RAILEY ROAD,
ALEXANDER CITY, AL 35010
PHONE: (256) 409-2000
USE GROUP: -------------------------------------------------------------- GROUP M - (EXISTING - NO CHANGE)
MERCANTILE SINGLE STORY w/ MEZZANINE ----- (EXISTING - NO CHANGE)
AREA CALCULATIONS:
GROUND FLOOR: ----------------------------------------------------------------------------------------17,158 SF
MEZZANINE: ----------------------------------------------------------------------------------------------2,440 SF
NORTH
SITE LOCATION
PROJECT DESCRIPTION
THIS PROJECT IS A TENANT FIT-OUT / REMODEL OF A PORTION OF A
FORMER RETAIL BUILDING. THE WORK WILL INCLUDE INTERIOR FIXTURE
/ EQUIPMENT MODIFICATIONS / INSTALLATIONS AFTER SUB-DIVIDING
THE EXISTING SPACE. MODIFICATIONS TO THE INTERIOR WILL BE MADE
FOR INCORPORATION IN THE NEW LAYOUT OF THE SPACE. IN ADDITION,
PLUMBING, MECHANICAL, FIRE SPRINKLER SYSTEM AND ELECTRICAL
MODIFICATIONS WILL BE REQUIRED TO ACCOMMODATE THE NEW
REQUIREMENTS FOR THE PROPOSED GROCERY STORE. ALSO, INCLUDED
IN THE REMODEL WILL BE EXTERIOR SIGNAGE AND REPAINTING THE MAIN
CANOPY SIGN FACADE.
FIRST FLOOR OCCUPANT LOAD:
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT:
AREA
LOAD FACTOR
MERCANTILE (SALES) AREA:
11,808 SF
( / 30)
STORAGE:
4,444 SF
( / 300)
MECHANICAL:
26 SF
( / 300)
OFFICE:
199 SF
( / 100
PREP:
479 SF
( / 200)
ASSEMBLY:
158 SF
( /15)
TOTAL FIRST FLOOR OCCUPANT LOAD:
OCCUPANTS
= 393.6
= 14.8
=
.1
=
1.1
=
2.4
= 10.5
= 422.5
MEZZANINE OCCUPANT LOAD:
TABLE XXX MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT:
AREA
LOAD FACTOR
MECHANICAL:
2440 SF
( / 300)
OFFICE:
0 SF
( / 100
ASSEMBLY:
0 SF
( /15)
TOTAL MEZZANINE OCCUPANT LOAD:
OCCUPANTS
= 2.2
= 0
= 0
= 8.1
TOTAL OCCUPANTS:
= 431
HEALTH DEPARTMENT
TALLAPOOSA COUNTY HEALTH DEPARTMENT
BRIDGET KING
2078 SPORTPLEX BLVD.
ALEXANDER CITY, AL 35010
PHONE: (256) 329-0531
ELECTRICAL DEPARTMENT
ALEXANDER CITY LIGHT
& POWER DEPARTMENT
GEORGE EAST
762 RAILEY ROAD,
ALEXANDER CITY, AL 35010
PHONE: (256) 409-2080
I.D.
IN.
INT.
LBS.
MAX.
MFR.
MIN.
EGRESS WIDTH PER OCCUPANT SERVED: TABLE 1005.1
REQUIRED:
MAIN FLOOR: 423 OCCUPANTS x 0.15 EGRESS WIDTH FACTOR = 63.5 INCHES
MEZZANINE: 8 OCCUPANTS X 0.2 EGRESS WIDTH FACTOR
= 1.6 INCHES
TOTAL REQUIRED:
= 65.1 INCHES = 6'-5"
EXIT WIDTH PROVIDED: 80" INCHES = 6'-7" (DIRECT FROM SALES FLOOR)
1-FRONT DOOR @ 3'-10" = 46 INCHES
1-SALES EMERGENCY EXIT 1 @ 2'-10-"=34 INCHES
MAXIMUM TRAVEL DISTANCE - 250 FEET (165' ACTUAL)
REQUIRED PLUMBING FIXTURES : (IBC TABLE 2902.1)
WATER CLOSETS - 1 FIXTURE PER 500 OCCUPANTS, 431 TOTAL OCCUPANTS
WOMEN:
1 REQUIRED,
3 PROVIDED
MEN:
1 REQUIRED,
1 PROVIDED
LAVATORY:
WOMEN: 1 REQUIRED,
2 PROVIDED
MEN:
1 REQUIRED,
2 PROVIDED
DRINKING FOUNTAIN:
1 REQUIRED,
1 PROVIDED
MOP SINK:
1 REQUIRED,
1 PROVIDED
FIRE SAFETY SYSTEMS:
SPRINKLER SYSTEM (EXIST.)
YES X
NO _
SPRINKLER SYSTEM (EXT. CANOPY)
YES _
NO X
EMERGENCY LIGHTING & EXIT SIGNS
YES X
NO _
FIRE ALARM
YES X
NO _
SMOKE DETECTIONS SYSTEMS
YES X
NO _
PANIC HARDWARE
YES X
NO _
FIRE EXTINGUISHERS:
YES X
NO _
LOCATED IN QUANTITY AND LOCATIONS DIRECTED BY FIRE MARSHAL
PROJECT DIRECTORY
TENANT
JESUS ROLON, PROJECT MANAGER
SAVE-A-LOT, LTD.
100 CORPORATE OFFICE DRIVE
EARTH CITY, MO 63045
PHONE: 407-433-6754
eMAIL: [email protected]
ARCHITECTURAL
GREG THOMPSEN
STORE DESIGN SERVICES
6533 FLYING CLOUD DR, SUITE 100
EDEN PRAIRIE, MN 55344
PHONE: 952 914 5832
FAX: 952 914 5850
eMAIL:
[email protected]
STRUCTURAL ENGINEER
TOM PETERSON
STORE DESIGN SERVICES
6533 FLYING CLOUD DR. SUITE 100
EDEN PRAIRIE, MN 55344
PHONE: 952 914 5833
FAX: 952 914 5850
eMAIL: [email protected]
MISC.
M.O.
MT'D.
MT'G.
N.I.C.
NO.
NTS.
O.C.
O.D.
OPNG.
OPP.
O.S.B.
P.L.F.
P.S.F.
P.S.I.
R.C.P.
RE:
REINF.
REQ'D
R.O.
SIM.
SPECS.
STL.
STRUC.
SQ.
T&G
T.C.
T.O.
T.D.
TYP.
VERT.
U.L.
U.D.L.
W/
W.P.
W.W.F.
MISCELLANEOUS
MASONRY OPENING
MOUNTED
MOUNTING
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIMENSION
OPENING
OPPOSITE
ORIENTED STRAND BOARD
POUNDS PER LINEAL FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
REFLECTED CEILING PLAN
REFER TO, REFERENCE FROM
REINFORCING
REQUIRED
ROUGH OPENING
SIMILAR
SPECIFICATIONS
STEEL
STRUCTURAL
SQUARE
TONGUE & GROOVE
TOP OF CURB/CONCRETE
TOP OF
TOP OF DRAIN
TYPICAL
VERTICAL
UNIFORM LOAD
UNIFORM DISTRIBUTED LOAD
WITH
WEATHERPROOF
WELDED WIRE FABRIC
A-4
DETAILS
A-5
DOOR AND ROOM FINISH SCHEDULES AND NOTES
STRUCTURAL DRAWINGS
S-1
STRUCTURAL NOTES AND DETAILS
S-2
STRUCTURAL PLAN
PLUMBING DRAWINGS
P-1
DRAIN, WASTE AND VENT PLAN
P-2
ABOVE GROUND PIPING PLAN
P-3
PLUMBING SCHEDULES
P-4
PLUMBING DETAILS
MECHANICAL DRAWINGS
M-1
HVAC PLAN
M-2
HVAC SCHEDULES AND DETAILS
FIRE PROTECTION
FP-1
ELECTRICAL DRAWINGS
E-0
ELECTRICAL DEMOLITION PLAN
E-1
LIGHTING PLAN
E-2
POWER PLAN
E-3
REFRIGERATION POWER PLAN
E-4
ENLARGED POWER PLAN AND DETAILS
E-5
RISER DIAGRAM AND SCHEDULES
SYMBOL LEGEND
ELECTRICAL
BIFTU RUMICHO
STORE DESIGN SERVICES
6533 FLYING CLOUD DR. SUITE 100
EDEN PRAIRIE, MN 55344
PHONE: 952 914 5511
FAX: 952 914 5850
eMAIL: [email protected]
MECHANICAL
RALPH CADMUS
STORE DESIGN SERVICES
6533 FLYING CLOUD DR, SUITE 100
EDEN PRAIRIE, MN 55344
PHONE: 952 914 5806
FAX: 952 914 5850
eMAIL: [email protected]
XX
X-X
XX
X-X
DETAIL
SECTION
101
116A
07
XX
X-X
ELEVATION
FIRE PROTECTION PLAN
REFRIGERATION DRAWINGS
ROOM NUMBER
DOOR NUMBER
KEY NOTE
INDICATOR
XXX
N
A
1
EQUIPMENT LIST
1 of 9
FIXTURE PLAN - (FOR REFERENCE ONLY)
2 of 9
ELECTRICAL DRAIN PLAN - (FOR REFERENCE ONLY)
3 of 9
REFRIGERATION PIPING DETAILS - (FOR REFERENCE ONLY)
4 of 9
REFRIGERATION DETAILS - (FOR REFERENCE ONLY)
5 of 9
REFRIGERATION CASE DETAILS - (FOR REFERENCE ONLY)
6 of 9
CASE MISTING SYSTEM - (FOR REFERENCE ONLY)
7 of 9
DAN FOSS COMPONENTS - (FOR REFERENCE ONLY)
8 of 9
POP SHEETS - (FOR REFERENCE ONLY)
9 of 9
REFRIGERATION WIRING DETAILS - (FOR REFERENCE ONLY)
PROJECT NUMBER
COLUMN GRID
REVISIONS
STORE NUMBER
03510-01
SHEET TITLE
COVER
SHEET
SHEET NUMBER
CS-1
ALEXANDER CITY, AL
2006 INTERNATIONAL PLUMBING CODE.
ANCHOR BOLT
ACOUSTIC CEILING PANEL
ABOVE FINISHED FLOOR
AND
ALUMINUM
ARCHITECTURAL
BUILDING
BOTTOM OF
BEARING
CENTER LINE
CUBIC FEET PER MINUTE
CONTROL JOINT
CONCRETE MASONRY UNITS
COLUMN
CONCRETE
CONTINUOUS
CYLINDER
DIAMETER
EACH
ELEVATION
EXTERIOR INSULATING FINISH SYSTEM
EXISTING
EXTERIOR
FOUNDATION
FINISHED OPENING
FACE OF CURB/CONCRETE
FACE OF MASONRY
FINISHED FLOOR
FEET
FOOTING
FIRE-RETARDANT
GAUGE
GALVANIZED
GALVANIZED IRON OR STEEL
GENERAL CONTRACTOR
GLUE LAMINATED STRUCTURE MEMBER
GYPSUM BOARD
GYPSUM WALL BOARD
HEADED CONCRETE ANCHOR
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING VENTILATING AND AIR
CONDITIONING
INSIDE DIMENSION
INCH
INTERIOR
POUNDS
MAXIMUM
MANUFACTURER
MINIMUM
ENLARGED FLOOR PLANS AND EXTERIOR ELEVATION
08/23/10
PLUMBING CODE:.
A.B.
A.C.P.
A.F.F.
&
ALUM.
ARCH.
BLDG.
B.O.
BRG.
C.L.
CFM
C.J.
CMU
COL.
CONC.
CONT.
CYL.
DIA.
EA.
ELEV.
E.I.F.S.
EXIST.
EXT.
FDN.
F.O.
F.O.C.
F.O.M.
F.F.
FT.
FTG.
FR.
GA.
GALV.
G.I.
G.C.
G.L.
GYP. BD.
GWB.
H.C.A.
H.D.
HORIZ.
HR.
HT.
HVAC
A-3
DATE:
2006 INTERNATIONAL BUILDING CODE.
SIGNAGE
ALEXANDER CITY BUILDING DEPARTMENT
STEVE MORGAN, ENFORCEMENT OFFICER
4 COURT STREET,
P.O. BOX 552
ALEXANDER CITY, AL 35011
PHONE: (256) 329-6706
FAX: (256) 329-6711
REFLECTED CEILING PLAN
1612 MILLS SQUARE
BUILDING CODE:
BUILDING DEPARTMENT
CITY OF ALEXANDER
CITY BUILDING DEPARTMENT
GAINES HODNETT
4 COURT SQUARE,
P. O. BOX 552
ALEXANDER CITY, AL 35011-0552
PHONE: (256) 329-6712
FAX: (334) 688-2016
A-2
GAT
BUILDING CODE DATA:
ABBREVIATIONS
FLOOR PLAN
CHECKED:
GOVERNMENTAL AGENCIES
A-1
JBS
CODE / PROJECT DATA
DEMOLITION PLAN
DRAWN:
SITE MAP
A-0
BY:
E
C
D
B
A
174'-2"
30'-8"
30'-0"
12'-2"
149'-7"
14'-8"
134'-11"
SOFFIT
16'-0"
UP
6"
RECESSED HOSE BIBB 36" A.F.F. FOR PRODUCE
MISTING SYSTEM & CASE CLEAN-OUT
FUTURE
CHECKSTAND
CART
STORAGE
CE
DU
PRO
8-30" FROZEN
10-30" DOORS @ ICE CREAM TEMP.
FOOD DOORS
21'-3"
43'-0"
58'-11"
CHG
B/B/F
36"
EP
4-DRAWER
FILE
OFFICE
10'X13'
3-SHELF
STORAGE
CABINET
08/23/10
BUILT-IN
COUNTERS
DEP
1'-0"
16' ROLL-IN BREAD
4-DRAWER
FILE
3-SHELF
STORAGE
CABINET
ADD 24"X36"
WINDOW
BREAK
ROOM
15'X9'
4
1'-0"
28' 4-DECK DAIRY CASE
LIT DEB
MOP
SINK
PANELS
DOOR
1'-0"
ELECTRICAL
36"
AS SHOWN
3
3-SHELF
STORAGE
CABINET
LAST CHANCE
6'X8'
EXISTING
4'-6"
DOORS SWING
DRAWN:
FUTURE 12' BEER CASE
ELECTRIC REQUIRED
27'-0"
27-30" FROZEN FOOD DOORS
13'-9"
20' BAKERY/LUNCHBOX
3-30" DRS
PROMO
HOLD
HOLD
11'-0"
10'-0"
6-DOOR DAIRY
COOLER
18'X21'
54"
3-30" DRS
PROMO
68'
EXIST.
COILING
4"
66" A.F.F.
'-7
10
1/
BUILD WALL
9'-0"
4'-7"
3'-0"
TYP
20'-0"
(N) EWC
3 BAY SINK
PRODUCE AREA
HS
20'-0"
(E) GAS
METER
BELT 1
36" ONE-WAY MIRRORED
SECURITY WINDOW
52" WALL HEIGHT
BELT 2
64'
(E)
SPRINKLER
RISER
ICE
MERCH
NEW AUTO
24 LF OF BAGGING TABLES
CANDY
BELT 3
REPLACE 42"
DOORS W/
12'-0"
10'-9"
TYP
6'X8'
6'X8'
WALK-OFF
CARPET TILES
62'
5'-10 1/2"
2
FINISH TO BE
BELT 4
4'-0"
5'-10 1/2"
66" A.F.F.
25'-10"
8'-0"
9'-11 3/4"
8'-0"
PRODUCE
COOLER
14'X14'
BUILD WALL
4' ACCESSIBLE
CHECKLANE
C
L
31'-8"
CE
EUR
TAB O EU
R
L
4'X E TAB O EU
4'
R
L
4'X E TAB O
4'
L
4'X E
4'
DU
PRO
DRY
LF
BI
NS
62'
8'-0"
(E) CONC
COOLER
SLAB @
F.F.E.
14'-1"
14'-1 1/2"
TABLE
48"X30"
TABLE
72"X30"
WRAPPER
TABLE
72"X30"
FREEZER
24'X10'
CUBER
36"
54"
HA
LF
NS
BI
SAW
58'
SLICER
RAMP UP
HARDWARE REMOVE DOORS
& CLOSE & LOCK
5'-0"
TABLE
72"X30"
36" STRIP
CURTAIN
TABLE
72"X30"
36" STRIP
CURTAIN
(8) 24"X12" RACKS
8' 3-DECK
36"
84'-8"
TRAINING
EXISTING
ROOM
54"
54"
MEAT
PREP
26'X13'
15'-0"
HA
B/B/F
MEAT
COOLER
14'X17'
3 BAY SINK
BAKERY
TABLE
PRINTER
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
HS
44' PROMOTIONAL ITEMS
FAX/
PHONE
(N) CONC
STOOP
CERTIFICATION:
1
32' 1-DECK WITH INSERTS & MISTERS
FRESH PRODUCE CASE
90'-1"
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
DATE:
1'-0"
33'-1"
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
15'-0"
30'-0"
CHECKED:
20'-9"
30'-0"
12'-2"
REV. NUMBER:
20'-5"
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
DATE:
F
DESCRIPTION:
G
8"
11'-1"
3'-11"
1'-0"
137'-5"
1'-0"
189'-3"
REAR
NORTH
RIGHT
FRONT
LEFT
ALEXANDER CITY, AL
1'-0"
20'-1"
1612 MILLS SQUARE
14'-1"
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
FIXTURE PLAN
FOR
REFERENCE
ONLY
SHEET NUMBER
F-1
1
FIXTURE PLAN
SCALE: 1/8" = 1'-0"
6.
COORDINATE DEMOLITION WORK w/ SCOPE OF NEW WORK AND PLANS.
7.
SCHEDULE COORDINATION MEETING w/ LANDLORD TO IDENTIFY ITEMS TO BE TURNED OVER TO
LANDLORD PRIOR TO STARTING DEMOLITION WORK.
8.
CONTRACTOR TO REMOVE ALL WALLS OR PORTION OF WALL AS INDICATED IN ORDER TO ACHIEVE
THE PROPOSED SCOPE OF WORK, INCLUDING DOORS, HEADER, WINDOWS, PEG-BOARD AND SOFFIT
AS INDICATED ON PLAN.
9.
SEE MECHANICAL PLANS FOR PLUMBING AND MECHANICAL NOTES.
10.
PROVIDE NECESSARY CUTTING AND PATCHING OF ROOF AT ALL PENETRATIONS FOR PLUMBING,
HVAC AND REFRIGERATION UNITS. IN ORDER TO PRESERVE THE ROOFING WARRANTY, THE
CONTRACTOR THAT INSTALLED THE ROOF SHOULD PERFORM THE WORK. OTHERWISE, HAVE THE
WORK PERFORMED BY A LICENSED ROOFING CONTRACTOR THAT IS APPROVED BY BOTH THE
ROOFING MANUFACTURER AND THE LANDLORD.
11.
REMOVE ALL DEBRIS FROM THE BUILDING AND ROOF AND DISPOSE OF IN ACCORDANCE WITH
STATE AND LOCAL CODE OR ORDINANCES.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
SEE ELECTRICAL PLANS FOR TERMINATION OF EXISTING WIRE & CONDUIT.
43
2.
LANDLORD SHALL BREAK PORTION OF EXISTING CEILING TILE / GRID SYSTEM AS REQUIRED FOR
NEW BRACING TO EXISTING STRUCTURE AT NEW DEMISING WALLS.
3.
REMOVE AND DISPOSE OF EXISTING CMU WALL TO 8 INCHES BELOW FINISHED FLOOR FOR NEW
MASONRY OPENING AND LINTEL. PATCH FLOOR FOR A SMOOTH TRANSITION. SEE 4 / S-1.
4.
REMOVE EXISTING INTERIOR PARTITION.
5.
NOT USED.
6.
NOT USED.
7.
NOT USED.
8.
SAW CUT, REMOVE AND DISPOSE 3'-0" x 3'-0" OF EXISTING CONCRETE FLOOR SLAB AND EARTH
FOR A NEW REFRIGERATION PIT. COORDINATE SIZE & LOCATIONS WITH REFRIGERATION,
ELECTRICAL AND PLUMBING CONTRACTORS. PREPARE FOR NEW SLAB PATCH.
9.
SAW CUT, REMOVE AND DISPOSE OF EXISTING CONCRETE FLOOR SLAB AND EARTH FOR NEW
REFRIGERATION TRENCHES TO CONNECT TO NEW REFRIGERATION PITS. COORDINATE SIZE &
LOCATIONS WITH REFRIGERATION, ELECTRICAL AND PLUMBING CONTRACTORS. PREPARE FOR
NEW SLAB PATCH. SEE DETAIL 4/S-1 AND REFRIGERATION DRAWINGS.
10.
NOT USED.
11.
EXISTING DOOR AND FRAME TO BE REMOVED.
12.
NOT USED.
13.
NOT USED.
14.
REMOVE ALL EXISTING SIGNAGE THROUGH OUT INCLUDING ANY INDICATION OF OF PREVIOUS
SIGNAGE AT FRONT FASCIA. REMOVE FORMER TENANT'S CEILING MOUNTED SIGNAGE & DECOR,
AWNINGS, CCTV, SOUND SYSTEM, SECURITY SYSTEM. REMOVE EXISTING WALL PAPER, BOARD
FINISH, TRIM AND SHELVING SYSTEMS FROM PERIMETER SALES WALLS. REPAIR ALL HOLES,
CRACKS OR DAMAGED WALL SURFACES AND PREPARE FOR RE-PAINTING.
15.
NOT USED.
16.
NOT USED.
17.
NOT USED.
18.
NOT USED.
19.
NOT USED.
20.
NOT USED.
21.
NOT USED.
22.
NOT USED.
23.
LANDLORD SHALL REMOVE EXISTING DRYWALL PARTITIONS, BULK HEADS, DOORS AND
ASSOCIATED ELECTRICAL AND PLUMBING TO ACCOMMODATE FIXTURE PLAN. PATCH FLOOR FOR A
SMOOTH TRANSITION.
24.
LANDLORD SHALL REMOVE EXISTING MOP SINK, ASSOCIATED WALLS & PLUMBING AND PATCH
FLOOR AND WALLS.
25.
NOT USED.
26.
NOT USED.
27.
NOT USED.
28.
NOT USED.
29.
NOT USED.
30.
NOT USED.
31.
NOT USED.
32.
NOT USED.
33.
LANDLORD SHALL REMOVE EXISTING WALL DECOR AND ATTACHMENTS.
34.
LANDLORD SHALL REMOVE EXISTING CASE GUARDS AND RAILING IN THE SALES AREA AND BACK
ROOM.
35.
NOT USED.
36.
NOT USED.
37.
REMOVE AND DISPOSE SEGMENT OF EXISTING GUARDRAIL BETWEEN EXISTING FLOOR POSTS
WHERE DEMISING WALL IS RUN. GRIND SMOOTH AT POST TO REMAIN.
38.
LANDLORD SHALL REMOVE PORTION OF EXISTING BULKHEAD WALL AND SOFFIT TO 2-INCHES
ABOVE COOLER HEIGHT.
39.
REMOVE EXISTING TOILET PARTITIONS / DOORS AND ASSOCIATED ACCESSORIES.
40.
REMOVE EXISTING TOILET FIXTURE AND ASSOCIATED PLUMBING.
41.
REMOVE EXISTING WALL FINISHES AND ASSOCIATED ITEMS
42.
REMOVE ONE ROW OF LIGHT FIXTURES RUNNING ALONG RIGHT DEMISING WALL.
43.
REMOVE EXISTING HVAC SYSTEM AND DUCTWORK TO ACCOMMODATE NEW HVAC DESIGN AND
DEMISING WALL.
44.
LANDLORD SHALL REMOVE EXISTING DRYWALL PARTITIONS AND ASSOCIATED ELECTRICAL TO
ACCOMMODATE FIXTURE PLAN. PATCH FLOOR FOR A SMOOTH TRANSITION.
45.
SELECTIVE DEMOLITION OF EXISTING GYPSUM BOARD CEILING OR EXISTING SUSPENDED
CEILING & GRID TO ACCOMMODATE NEW HVAC WORK. SEE MECHANICAL DRAWINGS.
37
1
3
M.O.
4'-0"
6'-11"
TO 7'-4"
AFF
3
2
8'-4"
TO 7'-4"
AFF
38
44
8
23
M.O.
3
6'-8"
23
9
TO 8'-0"
AFF
23
8
8
44
1
23
11
39
40
14 33 34
45
4
45
39
4
11
40
3
REMOVE PORTION OF EXISTING WALL FROM
FINISHED FLOOR TO DOOR HEAD HEIGHT. PATCH
EXISTING WALL AND PROVIDE FINISHES TO MATCH.
23
23
1
VERIFY LANDLORD HAS
REMOVED EXISTING
QUARRY TILE AND
SUBSTRATE
THOUGHOUT EXISTING
PREP AREA
38
11
VERIFY LANDLORD'S
ABILITY TO REMOVE
EXISTING MOP SINK &
WALLS
45
39
23
40
4
G
F
E
D
C
B
A
REAR
NORTH
RIGHT
FRONT
LEFT
1612 MILLS SQUARE
42
LANDLORD SHALL REMOVE & DISPOSE OF EXISTING FLOOR COVERINGS, MASTIC OR ADHESIVE,
TILE SETTING BEDS AND REPAIR ANY DAMAGE EITHER CAUSED BY THIS REMOVAL OR EXISTING.
REPAIR ANY DEFECTS IN THE FLOOR TO PLACE THE FLOOR IN GOOD CONDITION SMOOTH, LEVEL
AND READY TO ACCOMMODATE A NEW VCT FLOOR COVERING .LANDLORD SHALL USE
CEMENTITIOUS PATCHING MATERIAL AS OPPOSE TO LATEX PATCHING MATERIAL. CONTRACTOR
SHALL PERFORM A VAPOR MOISTURE TEST PRIOR TO THE INSTALL OF ANY NEW VCT.
JBS
M.O.
2
1.
DRAWN:
4'-0"
M.O.
5'-0"
5'-8"
3'-4"
3
1
CERTIFICATION:
KEYED NOTES
ALEXANDER CITY, AL
5.
08/23/10
PROVIDE SHORING AND TEMPORARY SUPPORT AT NEW OPENINGS AND WHEN SETTING NEW
LINTELS/ BEAMS,TO PREVENT SETTLING OF EXISTING ROOF AND WALL STRUCTURES.
DATE:
4.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
VERIFY LOAD BEARING CONDITIONS OF EXISTING WALLS PRIOR TO DEMOLITION AND NOTIFY
ARCHITECT IMMEDIATELY WHERE BEARING WALLS OR UNANTICIPATED CONDITIONS ARE
DISCOVERED CONTRARY TO PROPOSED PLANS.
GAT
3.
CHECKED:
CONTRACTOR SHALL PROVIDE TRENCHING FOR ELECTRICAL, REFRIGERATION, PLUMBING AND
CONDENSATE DRAIN FIELDS. TRENCHING INCLUDES SAW-CUTTING, EXCAVATING, BACK-FILLING,
MOISTURE BARRIER AND CONCRETE WORK AS DETAILED. SEE STRUCTURAL DETAILS. DOWEL AND
PATCH FLOOR SLAB AT EXISTING TRENCHES, REFRIGERATION ACCESS PITS AND AT OTHER AREAS
W/ DAMAGED FLOOR SLAB. PROVIDE UNIT PRICES FOR SUCH CONDITIONS THAT MAY BE
CONCEALED BY EXISTING FLOOR COVERING AT THE TIME OF BIDDING .
DATE:
2.
DESCRIPTION:
PROVIDE DEMOLITION AND DISPOSAL OF EXISTING CONCRETE FLOOR SLAB FOR NEW
REFRIGERATION, PLUMBING AND ELECTRICAL WORK. PROVIDE FLOOR SLAB PATCHING FOR A
SMOOTH TRANSITION AT ALL NEW WORK. COORDINATE WITH REFRIGERATION, PLUMBING AND
ELECTRICAL CONTRACTORS FOR QUANTITIES, LOCATIONS AND SIZES.
REV. NUMBER:
1.
BY:
GENERAL NOTES
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
DEMOLITION
PLAN
SHEET NUMBER
A-0
1
DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
6C-1C
NEW INTERIOR 6" METAL STUD WALL @16" O.C. W/ 5/8" TYPE "X" GYP. BD. ONE SIDE TO
EXISTING CEILING HEIGHT - MATCH EXISTING FINISH AND DEPTH WERE APPLICABLE.
6C-2C
NEW INTERIOR 6" METAL STUD WALL @16" O.C. W/ 5/8" TYPE "X" GYP. BD. EACH SIDE TO
EXISTING CEILING HEIGHT - MATCH EXISTING FINISH AND DEPTH WERE APPLICABLE.
6H-2H
NEW INTERIOR 6" METAL STUD WALL @16" O.C. W/ 5/8" TYPE "X" GYP. BD. EACH SIDE TO
HEIGHT NOTED ON PLAN.
E
C
D
B
30'-8"
30'-0"
30'-0"
30'-0"
1'-0"
6.
FLOORING TRANSITION - PROVIDE 1/8" DIAMOND PLATE TRANSITION FLUSH w/ TILE SURFACE.
FASTEN TRANSITION PLATE w/ 1/4" DRIVE PINS.
7.
NOT USED.
8.
INSTALL MCCUE CORNER POST PROTECTORS (SUPPLIED BY SAVE-A-LOT). VERIFY QUANTITIES AND
LOCATIONS. SEE DETAIL 9 / A-4. - TYPICAL
9.
PROVIDE 4" x 4" WALL CURB. COORDINATE w/ SAVE-A-LOT PROJECT MANAGER. PAINT TO MATCH
ADJACENT WALLS. SEE DETAIL 7 / A-4.
10.
PROVIDE 4'-0" HIGH WAINSCOT OF 3/4" FIRE RETARDANT PLYWOOD (PAINT "PT-1") ON EXPOSED
GYP. BD. WALLS IN BACK ROOM AREAS.
11.
PROVIDE 6'-0" HT. STAINLESS STEEL CORNER GUARDS ON ALL DRYWALL CORNERS - TYPICAL.
COORDINATE w/ SAVE-A-LOT PROJECT MANAGER.
12'-2"
12.
PROVIDE "FRP-1" FINISH TO 8'-0" A.F.F. ON ENTIRE EXTENT OF GYP. BD. WALL BEHIND SINKS AS
WELL AS RETURN OF WALL.
33'-1"
12'-2"
13.
PROVIDE A 4'-0" x 8'-0" WAINSCOT OF "FRP-1" FINISH ON WALL IMMEDIATELY ADJACENT TO MOP
SINK.
14.
NOT USED.
14'-8"
15.
PROVIDE CLOSURE PANELS AT ENDS OF REFRIGERATED CASES TO CONCEAL THE SPACE BETWEEN
THE BACK OF THE CASE AND WALL. FABRICATE CLOSURE PANELS FROM "FRP-1" FINISH, LAMINATED
OVER 3/4" PLYWOOD. SEE FINISH SCHEDULE KEY ON A-5 FOR ADDITIONAL INFORMATION.
16.
PROVIDE CLOSURE PANELS AT COOLER / FREEZER TO WALL TO MATCH COOLER / FREEZER. PROVIDE
NECESSARY VENTED CLOSURES WHERE COOLER BOXES ABUT WALLS OR ADJACENT COOLER BOXES TYPICAL.
17.
INSTALL NEW REGISTER RAILING (SECURITY RAILING AND GATE - SUPPLIED BY SAVE-A-LOT).
COORDINATE INSTALLATION w/ SAVE-A-LOT PROJECT MANAGER.
18.
PROVIDE METAL TRANSITION STRIP SPECIFIED BY RESINOUS FLOORING MANUFACTURER.
19.
CONTRACTOR SHALL PROVIDE 6" DIA. X 8'-0" LONG PVC PIPE FOR BALER WIRE. MOUNT ON WALL
BEHIND BALER AT 48" A.F.F. VERIFY LOCATION W/ SAVE-A-LOT PROJECT MANAGER.
20.
NOT USED.
21.
CONTRACTOR SHALL SET AND ANCHOR CHECKOUT COUNTERS (SUPPLIED BY SAVE-A-LOT). INSTALL
CHECKOUT COUNTER ACCESSORIES. VERIFY W/ SAVE-A-LOT PROJECT MANAGER.
22.
CONTRACTOR SHALL ASSEMBLE AND POSITION BAGGING TABLES (SUPPLIED BY SAVE-A-LOT.)
23.
FLOOR DRAIN. SEE PLUMBING DRAWINGS & DETAIL 17/A-4.
24.
HUB DRAIN. SEE PLUMBING DRAWINGS.
25.
GREASE INTERCEPTOR. SEE PLUMBING DRAWINGS.
26.
RAMP AT FREEZER DOOR PROVIDED BY FREEZER MANUFACTURER.
27.
PROVIDE TRENCHING. SEE DETAIL 4/S-1.
28.
PROVIDE 3' X 3' METAL REFRIGERATION ACCESS PANEL.
29.
PROVIDE CONTINUOUS 4" X 4" X 1/4" STEEL ANGLE CURB. SEE DETAIL 6/A-4.
30.
NOT USED.
31.
FUTURE REGISTER(S). SEE ELECTRICAL DRAWINGS.
32.
NOT USED.
33.
PROVIDE NEW CONCRETE STOOP AT EXIT DOOR. SEE DETAIL 6/S-1.
34.
PROVIDE STEEL CHANNEL DOOR JAMBS AT RECEIVING DOOR.
35.
EXISTING FIRE SPRINKLER RISER.
36.
NOT USED .
37.
NOT USED.
38.
NOT USED.
39.
NOT USED.
40.
PROVIDE NEW LINTEL ABOVE DOOR - SEE STRUCTURAL.
41.
NOT USED.
42.
NOT USED.
43.
NOT USED.
44.
NOT USED.
45.
NOT USED.
46.
NOT USED.
47.
PROVIDE FURRING AND 5/8" DRYWALL ON THE INTERIOR TO MATCH ADJACENT SURFACE.
48.
NOT USED.
49.
PROVIDE 8'-0" HIGH WAINSCOT OF 3/4" FIRE RETARDANT PLYWOOD (PAINT "PT-1") ON EXPOSED
GYP. BD. WALLS IN PALLET STORAGE BACK ROOM AREAS.
50.
FLOOR SINK. SEE PLUMBING DRAWINGS.
51.
EXISTING FLOOR DRAIN TO REMAIN.
52.
PROVIDE FRP PANELING AND MATCHING TRIM ON WALLS BEHIND THE ROLL-IN BREAD RACKS, 16'-0"
WIDE x 6'-4" HIGH.
53.
PROVIDE FRP PANELING AND MATCHING TRIM ON WALLS BEHIND THE DRY PRODUCE BINS, 75'-0"
WIDE x 6'-2" HIGH.
54.
RECESSED ELECTRICAL PANEL. SEE SEE ELECTRICAL DRAWINGS.
55.
PROVIDE CARPET TILE AT FRONT ENTRY DOOR. SEE CPT-1 ON A-5.
56.
ALL PERIMETER WALLS IN SALES AREA TO HAVE DRYWALL SURFACE SUITABLE FOR PAINTING.
PATCH OR REPLACE EXISTING DRYWALL AS REQUIRED.
57.
EXISTING TRANSFORMER.
58.
REFURBISH THE EXISTING AUTOMATIC DOORS.
59.
NOT USED.
60.
PROVIDE NEW LINTEL ABOVE OPENING - SEE STRUCTURAL.
61.
EXISTING GAS METER.
62.
VERIFY ABILITY TO ACHIEVE 1-HOUR, UL RATED DEMISING WALL. SHOULD 1 HOUR SEPARATION
NOT BE ACHIEVABLE GIVEN THE EXISTING CONDITIONS AT THE LOCATION INDICATED, NOTIFY THE
PROJECT MANAGER TO IDENTIFY LOCATION AND CONFIGURATION OF DEMISING WALL NEAREST TO
THE LOCATION SHOWN THAT IS AGREEABLE TO THE LANDLORD AND FIRE MARSHAL.
63.
PROVIDE FRP PANELING AND MATCHING TRIM ON FRONT WALL, BENEATH THE WINDOW SILLS.
64.
PROVIDE FRP PANELING AND MATCHING TRIM OVER ALL SALES AREA DRYWALL SURFACES NOT
COVER BY REFRIGERATION CASES.
65.
NOT USED.
66.
PROVIDE NEW STEEL STAIR. SEE DETAIL 6 OR 7/S-1
67.
PROVIDE NEW, MOISTURE RESISTANT GYP BOARD WALL PATCHES TYPICAL FOR REMOVED FIXTURES.
PATCH & LEVEL FLOOR AT REMOVED TOILET FIXTURE FOR NEW FLOOR FINISH.
134'-11"
1
62
9
49
28
4'-0"
16
4H-1H
BOTTOM OF
CEILING
15
6'-11"
60
29
84'-8"
M.O.
1'-4" 4'-0"
24
8
4H-1H
BOTTOM OF
CEILING
4H-2H
5'-6" A.F.F.
23
63
11
60
16
VESTIBULE
24
100
2
55
MEAT
PREP
4H-2H
2
TO TOP OF
COOLER
108
100A
31
24
UP
53
8
16
18
9
53
4 THUS
50
109
24
29
11
8
8'-0"
MEAT
COOLER
8
21'-3"
11
31'-8"
9
117
4" 4'-0"
60
6'-0"
117A
M.O.
BACK
ROOM 'B'
40
5'-0"
19
9'-0"
1
1
4'-0"
33 SIM
28
15
4'-0"
1
15
6"
1
25
16
18
60
27
9
"ES-1"
8
101
4 THUS
PRODUCE
COOLER
110
SALES
AREA
10
9
56
21
A-4
22
64
24
113
4'-0"
58
43'-0"
FREEZER
9
19
21
22
16
90'-1"
26
17
9
9
"CS-1"
51
29 3'-8"
4'-6"
2 THUS
8
SAFE
11
102
8
29
6C-2C
103A
4H-2H
5'-6" A.F.F.
6'-0"
57
105
51
9
RECEIVING
WOMEN
107
115
11
67
1'-0"
13
29
5
STORAGE
16
118
14'-1"
1'-0"
10'-0"
24
8
A-3
34
20'-1"
8"
11'-1"
3'-11"
104A
24
24
BOTTOM OF
4H-1H
CEILING
16
4
116
54 103
47
24
A-4
DAIRY
COOLER
52
4C-2C
3
BREAK
ROOM
104
4'-0"
20'-0"
CORRIDOR 'A'
3
OFFICE
2
116A
3
2 THUS
"ES-1"
29
10
3
4
67
117
9
4C-2C
58'-11"
11
47
4
1'-0"
BACK
ROOM 'B'
16
21
TO TOP OF
COOLER
4H-2H 2
25'-10"
35
9
A-3
13'-6"
119
10
24
114
8
1
6'-6"
11
6'-6"
MEN
"CS-1"
RECEIVING
OFFICE
50
114A
4 THUS
22
29 11'-4"
9'-6"
112
"ES-1"
61
67
4"
A-4
3'-6"
PRODUCE
PREP AREA
3'-1" 4'-0"
12
4C-1C
22
4'-4" A.F.F.
4H-2H
1'-2"
10
4'-10"
9
9
111
21
6'-0"
10
6
8
8
7'-5"
A-4
16
111A
6'-10"
13
24
"VCT-1"
9
"CS-1"
15
BACK
ROOM 'A'
28
4'-4" 2'-6"
15'-6"
1'-0"
137'-5"
BY:
PROVIDE MOP RACK AT THE MOP SINK.
149'-7"
16'-0"
66
5.
A
174'-2"
15'-0"
PROVIDE A 36" X 36" X 1/4" ONE WAY MIRRORED GLASS WINDOW, PROVIDE TEMPERED GLASS
WHEN WINDOW IS ADJACENT TO DOOR AS REQUIRED BY CODE. LOCATED IN NEW OFFICE. SEE A-3
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
NEW INTERIOR 3 5/8" METAL STUD WALL @16" O.C. W/ 5/8" TYPE "X" GYP. BD. EACH SIDE TO
HEIGHT NOTED ON PLAN.
20'-9"
4.
1'-0"
189'-3"
RIGHT
NORTH
REAR
STORE NUMBER
FRONT
PROJECT NUMBER
03510-01
LEFT
SHEET TITLE
FLOOR
PLAN
SHEET NUMBER
A-1
1
FLOOR PLAN
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
4H-2H
20'-5"
PROVIDE SOUND INSULATION WITHIN WALL ( 4" FOR 4" STUD WALL OR 6" FOR 6" STUD WALL).
08/23/10
4H-1H
NEW INTERIOR 3 5/8" METAL STUD WALL @16" O.C. W/ 5/8" TYPE "X" GYP. BD. ONE SIDE TO
HEIGHT NOTED ON PLAN.
F
3.
DATE:
NEW INTERIOR 3 5/8" METAL STUD FRAMING @ 16" O.C. W/ 5/8" TYPE "X" GYP. BD. EACH SIDE
TO EXISTING CEILING HEIGHT - MATCH EXISTING FINISH AND DEPTH WHERE APPLICABLE.
DATE:
4C-2C
1612 MILLS SQUARE
G
NEW INTERIOR 3 5/8" METAL STUD FRAMING @ 16" O.C. w/ 5/8" TYPE "X" GYP. BD. ONE SIDE TO
EXISTING CEILING HEIGHT - MATCH EXISTING FINISH AND DEPTH WERE APPLICABLE. PROVIDE
FIRE RETARDANT WOOD BLOCKING AS REQUIRED FOR PLUMBING FIXTURES AND ACCESSORIES.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
GENERAL CONTRACTOR SHALL PROVIDE
QUANTITY AND TYPE OF FIRE
EXTINGUISHERS AS DIRECTED BY FIRE
MARSHAL. MINIMUM OF 5 REQUIRED.
4C-1C
GAT
FIRE EXTINGUISHER
UL RATING 2A-10B:C
LARSEN'S MANUFACTURING OR
EQUAL
MODEL #MP5 (STANDARD
BRACKET)
PROVIDE A NEW WALL BETWEEN THE SALES AREA AND THE BACK ROOM. WALL CONSTRUCTION TO
BE OF 6" METAL STUDS AT 16" O.C. AND COVERED WITH 5/8", TYPE X GYPSUM WALLBOARD. RUN
THE WALL OVER THE TOP OF THE COOLER THAT MAY EXTEND INTO THE SALES AREA AND EXTEND
TO THE BOTTOM OF THE ROOF DECK. SEE DETAIL 1/A-4.
CHECKED:
LIFE SAFETY LEGEND
2.
DESCRIPTION:
NEW WALL, CONSTRUCTION PER WALL TAG
NEW FREEZER / COOLER WALL PANEL - N.I.C.
101A
LANDLORD SHALL PROVIDE NEW DEMISING WALL W/ SOUND INSULATION FROM FLOOR TO ROOF
DECK BETWEEN THE FRONT AND REAR WALLS OF THE BUILDING. WALL CONSTRUCTION IS TO
COMPLY WITH LOCAL CODES. IF REQUIRED BY CODE PROVIDE FIRE SEALANT AND SYSTEM
SPECIFIED IN UL DETAILS 22 & 23 / A-4.
DIMENSIONS ARE NOMINAL FROM FACE OF STUD AT NEW WALL CONSTRUCTION TO FACE OF
EXISTING WALL FINISH OF EXISTING WALLS.
2. SEE A-5 DOOR SCHEDULE, FOR DOOR INFORMATION.
3. SEE A-5 ROOM FINISH SCHEDULE, FOR ROOM FINISHES.
4. ALL PERIMETER WALLS IN SALES AREA ARE TO HAVE SURFACES SUITABLE FOR PAINTING.
CONTRACTOR SHALL PATCH OR REPLACE EXISTING DRYWALL AS REQUIRED.
5. CONTRACTOR SHALL PAINT ALL EXPOSED DRYWALL SURFACES AT PERIMETER OF SALES AREA.
6. INSTALL "BOSTON BUMPER" RUB RAIL - FURNISHED BY SAVE-A-LOT ALONG OFFICE WALLS AND
WHERE CART DAMAGE MAY OCCUR. VERIFY LOCATIONS WITH SAVE-A-LOT PROJECT MANAGER
PRIOR TO INSTALLATION.
7. CONTRACTOR SHALL PROVIDE TRENCHING FOR ELECTRICAL, REFRIGERATION, PLUMBING AND
CONDENSATE DRAIN FIELDS. TRENCHING INCLUDES SAW-CUTTING, EXCAVATING, BACK-FILLING,
MOISTURE BARRIER AND CONCRETE WORK. AS DETAILED, SEE STRUCTURAL DETAILS. DOWEL
AND PATCH FLOOR SLAB AT EXISTING TRENCHES, WALKER DUCT, REFRIGERATION ACCESS PITS
AND AT OTHER AREAS W/ DAMAGED FLOOR SLAB. PROVIDE UNIT PRICES FOR SUCH CONDITIONS
THAT MAY BE CONCEALED BY EXISTING FLOOR COVERING AT THE TIME OF BIDDING .
8. CONTRACTOR SHALL TOUCH-UP EXTERIOR PAINT AT NEW AND CLOSED OPENINGS CONSISTENT
w/ ADJACENT SURFACES.
9. CONTRACTOR SHALL SET AND ANCHOR SPOT MERCHANDISERS (SUPPLIED BY SAVE-A-LOT) PER
FIXTURE LAYOUT.
10. CONTRACTOR SHALL INSTALL CART CORRALS (SUPPLIED BY SAVE-A-LOT).
11. CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED BY EQUIPMENT INSTALLATION, REMOVAL OR
RELOCATION.
REV. NUMBER:
NEW FIRE RATED (1-HR) DEMISING WALL.
NEW DOOR (SWING SHOWN AT 90
DEGREE). SEE DOOR SCHEDULE
1.
1.
CERTIFICATION:
EXISTING WALL TO REMAIN.
EXISTING DOOR TO REMAIN.
(SWING SHOWN AT 45
DEGREE).
KEYED NOTES
GENERAL NOTES
JBS
WALL LEGEND
DRAWN:
DOOR LEGEND
CONTRACTOR TO COORDINATE ALL CEILING WORK INVOLVED WITH INSTALLING NEW CEILINGS AT
REQUIRED HEIGHT. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TOO, HVAC SYSTEM REWORK,
ELECTRICAL REWORK, ETC. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS IMMEDIATELY.
CONTRACTOR TO COORDINATE NEW WORK REQUIREMENTS w/ ALL DISCIPLINES WITHIN THIS SET OF
DRAWINGS. CONTRACTOR TO INVESTIGATE EXISTING CONDITIONS THOROUGHLY AND IDENTIFY
CONFLICTS, IF ANY, AS EARLY AS POSSIBLE DURING CONSTRUCTION IN ORDER TO RESOLVE
CONFLICTS AS QUICKLY AS POSSIBLE.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
2.
DATE:
FIELD VERIFY ALL WALL LOCATIONS WITH RESPECT TO CEILING & LIGHT LAYOUT AND NOTIFY
ARCHITECT OF DISCREPANCIES. CONTRACTOR HAS SOLE RESPONSIBILITY OF FIELD VERIFYING
EXTENT OF PREP WORK REQUIRED TO COMPLETE INTENDED SCOPE OF WORK.
F
E
D
C
B
CLEAN EXISTING CEILING TILE, CEILING GRID.
2.
NOT USED.
3.
PROVIDE NEW ACP-1 AND GRID AT 10'-0" A.F.F. PROVIDE 6" FIBERGLASS BATT INSULATION ABOVE
CEILING TILES. REFER TO ROOM FINISH SCHEDULE ON A-5.
4.
PROVIDE NEW ACP-2 AND GRID AS HIGH AS POSSIBLE UNDER EXISTING MEZZANINE ABOVE
PRODUCE AREA SINK WORK AREA. VERIFY EXTENT REQUIRED WITH DEPARTMENT OF AGRICULTURE.
5.
PRE-MANUFACTURED COOLER / FREEZERS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION ON LIGHT FIXTURES.
6.
CLEAN EXISTING CEILING TILE, CEILING GRID AND DIFFUSERS TO REMAIN ABOVE COOLERS /
FREEZERS.
7.
PROVIDE AND INSTALL NEW GYP. BD. CEILING AT 8'-0" A.F.F. PROVIDE 6" FIBERGLASS BATT
INSULATION ABOVE CEILING. REFER TO ROOM FINISH SCHEDULE ON A-5.
8.
NOT USED.
9.
NOT USED.
CERTIFICATION:
G
1.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
KEYED NOTES
REV. NUMBER:
DESCRIPTION:
1.
BY:
GENERAL NOTES
A
CEILING LEGEND
BACK ROOM
"B"
117
OPEN TO
STRUCTURE
1
1
EXISTING GRID
@ 13'-0" A.F.F.
EXISTING SUSPENDED
CEILING SYSTEM
VESTIBULE
EXISTING SUSPENDED
CEILING SYSTEM TO REMAIN
ABOVE NEW CEILING
100 1
EXISTING GRID
@ 10'-0" A.F.F.
2
NEW LIGHT
EXISTING LIGHT TO REMAIN
VERIFY WITH PM IF
REPAIR TO BACK ROOM
CEILING & GRID IS
REQUIRED
1
CHECKED:
108 5
6
EXISTING GRID
@ 13'-0" A.F.F.
GAT
NEW GYPSUM BOARD CEILING
MEAT
PREP
BLM
6
DRAWN:
109 5
DATE:
MEAT
COOLER
08/23/10
NEW SUSPENDED
CEILING SYSTEM
EXISTING LIGHT TO BE RELOCATED OR REMOVED
NL NON-SWITCHED NIGHT LIGHT
EXISTING GRID
@ 13'-0" A.F.F.
2'X4' FLUORESCENT LIGHT
RECESSED CHANNEL
PRODUCE
COOLER
110 5
113 5
WALL PACK LIGHT
SALES
AREA
DOCK LIGHT
101 1
EXISTING GRID
@ 13'-0" A.F.F.
6
EMERGENCY LIGHT WITH BATTERY PACK
EXIT LIGHT
CORRIDOR
"A"
117
OPEN TO
STRUCTURE
1
SUPPLY AIR/DIFFUSER
BACK ROOM
"A"
111 1
EXISTING GRID
@ 13'-0" A.F.F.
RETURN, EXHAUST, OR
TRANSFER GRILLE
PRODUCE
PREP AREA
SUPPLY AIR
4 112
"ACP-2" @
SEE KEY NOTE
3
20'-0"
RECEIVING
OFFICE
119
OPEN TO
STRUCTURE
116
OPEN TO
STRUCTURE
7 114
NEW GYP. BD.
CLG. @ 8'-0" A.F.F.
EXHAUST AIR
SUPPLY REGISTER (SIDEWALL)
OFFICE
103 3
"ACP-1" @
10'-0" A.F.F.
MEN
RECEIVING
RETURN GRILLE (SIDEWALL)
STORE NUMBER
DAIRY
COOLER
6'-0"
107 5
6
EXISTING GRID
@ 13'-0" A.F.F.
WOMEN
7 115
NEW GYP. BD.
CLG. @ 8'-0" A.F.F.
EXHAUST GRILE (SIDEWALL)
PROJECT NUMBER
BREAK
ROOM
03510-01
104 3
"ACP-1" @
10'-0" A.F.F.
SHEET TITLE
4
REFLECTED
CEILING
PLAN
STORAGE
118
EXISTING GYP. BD.
CLG. @ 9'-0" A.F.F.
NORTH
RIGHT
REAR
FRONT
LEFT
1
1612 MILLS SQUARE
BACK ROOM
"B"
105
REPAIR EXIST'G. GYP.
BD.CLG. @ 8'-0" A.F.F.
AT MECH WORK
REFLECTED CEILING PLAN
ALEXANDER CITY, AL
FREEZER
SCALE: 1/8" = 1'-0"
SHEET NUMBER
A-2
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
DATE:
DESCRIPTION:
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
SAVE-A-LOT HAS A STRATEGIC ACCOUNT AGREEMENT WITH SHERWIN WILLIAMS PAINT COMPANY AND
BENJAMIN MOORE PAINTS, WHICH SECURES FAVORED PRICING FOR MATERIALS USED ON SAVE-A-LOT
PROJECTS. ALL PRODUCTS SPECIFIED - IN BOTH COLOR AND NAME - ARE OF MANUFACTURE FROM THE
SHERWIN WILLIAMS PAINT COMPANY AND BENJAMIN MOORE PAINTS. FOR ANY CONCERNS OR
QUESTIONS REGARDING THESE SPECIFICATIONS, PLEASE CONTACT SHERWIN WILLIAMS
ARCHITECTURAL ACCOUNT EXECUTIVE BRIAN BENSON AT (303) 794-8472 OR BENJAMIN MOORE
NATIONAL ACCOUNT DEPARTMENT AT (877) 626-5676 (SAVE-A-LOT IS NATIONAL ACCOUNT NA - 060.)
2. SPECIFIED PAINT PRIME AND FINISH COATS ARE IN ADDITION TO SHOP PRIMING AND SURFACE
TREATMENTS PROVIDED BY OTHER TRADES PRIOR TO PAINTING. ALL SURFACE PREPARATION MUST BE
DONE IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT DATA LITERATURE AND LABEL
INSTRUCTIONS. ALL SURFACES SHOULD BE CLEAN, DRY AND FREE OF ANY DIRT OR ADDITIONAL
FOREIGN CONTAMINATES.
3. PROVIDE PATCH, REPAIR & PAINT TO EXISTING WALL AND COLUMNS AS SHOWN. PRIME AND PAINT AS
NOTED. (INSERT APPLICABLE PAINT INFORMATION FROM EXTERIOR RENDERING SHEET
HERE)
4. NEW 12" HIGH RED METAL STRIPE PAINT (P-4) TO BE SHERWIN WILLIAMS #SW4081 "SAFETY RED"
N.I.C., TENANT TO PROVIDE UNDER SEPARATE CONTRACT.
5. NEW EXTERIOR SIGNS, N.I.C., TENANT TO PROVIDE UNDER SEPARATE CONTRACT, HOWEVER G.C. TO
PROVIDE POWER AND COORDINATE WITH SIGN INSTALLER.
6. CENTER SAVE-A-LOT SIGNAGE ON SAVE-A-LOT LEASED SPACE UPPER WALL FACADE AS SHOWN.
7. SIGNAGE TO BE 6' HIGH "SAVE A LOT" LETTER SET WITH 30" "FOOD STORES" LETTER SET. THE BASE
LINE OF "FOOD STORES" TO BE 6'-0" BELOW THE BASE LINE OF "SAVE".
8. BOTTOM OF RED STRIPE TO ALIGN WITH THE BASE LINE OF "FOOD STORES".
9. OVER ALL SIGNAGE AREA IS TO BE APPROX. 377 S.F.
10. TOUCH UP EXTERIOR PAINT AT NEW AND CLOSED OPENINGS CONSISTENT WITH ADJACENT SURFACES.
REV. NUMBER:
1.
BY:
GENERAL NOTES - EXTERIOR ELEV's
EXTERIOR PAINT SPECS
EXTERIOR MASONRY: COLOR AS NOTED 1/A-3 USE AT CMU, CINDER BLOCK, BRICK: TWO FINISH
COATS OVER AN EXISTING FINISH OR PRIMER. PRIMER (IF NEEDED): SHERWIN-WILLIAMS LOXON
BLOCK SURFACER, A24W200 (APPLIED @ 16 MILS WET; 8 MILS DRY), OR BENJAMIN MOORE LATEX
BLOCK FILLER, PRODUCT M88 (APPLIED @ 15.8 MILS WET; 6.0-8.0 MILS DRY. 1ST & 2ND COATS:
SHERWIN-WILLIAMS A-100 EXTERIOR LATEX SATIN, A82 SERIES (APPLIED @ 4 MILS WET; 1.3 MILS
DRY), OR BENJAMIN MOORE - SUPER SPEC LOW LUSTRE HOUSE PAINT PRODUCT N185 (APPLIED @
3.3 - 4.5 MILS WET: 1.1 - 1.5 MILS DRY)
EXTERIOR METAL SIDING: COLOR AS NOTED 1/A-3 PRIMED, PRE-PAINTED TWO FINISH COATS OVER
EXISTING FINISH OR PRIMER. ALWAYS CHECK FOR COMPATIBILITY of PREVIOUS PAINTED SURFACE
WITH NEW COATING BY APPLYING A TEST PATCH OF 2-3 SQUARE FEET. ALLOW TO DRY AT LEAST 1
WEEK BEFORE DOING AN ADHESION TEST. 1ST & 2ND COATS: SHERWIN-WILLIAMS BOND-PLEX
WATER BASED ACRYLIC COATING, B71-200 SERIES (APPLIED @ 4.8 MILS WET; 2 MILS DRY), OR
BENJAMIN MOORE - D.T.C. ACRYLIC SEMI-GLOSS, PRODUCT M29 (APPLIED @ 3.8 - 6.2 MILS WET: 1.5
- 2.5 MILS DRY)
FURNITURE & EQUIP. SCHEDULE
"PT-1"
KEY
NOT USED.
PROVIDE ALL NEW SIGNS, DECALS, SYMBOLS AND ANY ADDITIONAL REQUIREMENTS FOR DISABLED
ACCESSIBILITY AS DESIGNATED BY LOCAL CODES FOR EXISTING RESTROOMS.
PROVIDE NECESSARY FIRE TREATED WOOD BLOCKING FOR TOILET ACCESSORIES.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. ALSO ROOM FINISH SCHEDULE.
ELEC.
PANEL
LIGHT GRAY
AMCON 536 SNOWDRIFT OR EQUIVALENT
COMPUTER DESK (NIC)
30" x ROOM WIDTH
C-2
DARK GRAY
AMCON 542 AGGAZIZ OR EQUIVALENT
C
3-SHELF STORAGE CABINET (NIC)
18" x 36"
D-1
WARM BEIGE
EFIS DRYVIT 463A STEPHS MOOD
F
4-DRAWER LEGAL FILE CABINET (NIC)
18" x 36"
D-2
GREY WHITE
EFIS DRYVIT 103 NATURL WHITE HARDIE BOARD OR EQUIVALENT
G
2-DRAWER FILE CABINET (NIC)
18" x 36"
D-3
DARK BROWN
EFIS DRYVIT 142 SPECTRUM BROWN
DESK CHAIR (NIC)
M-1
SILVER GRAY
UNA-CLAD SANDSTONE OR EQUIVALENT
SAFE (NIC)
P-1
WARM BEIGE
SHERWIN WILLIAMS SW6371 VANILLIN
DE
DEPOSIT (NIC)
P-2
GRAY WHITE
SHERWIN WILLIAMS SW7029 AGREEABLE GRAY
CH
CHANGE (NIC)
P-3
DARK BROWN
SHERWIN WILLIAMS SW7031 MEGA GREIGE
P-4
RED
SHERWIN WILLIAMS SW4081 SAFETY RED
RESTROOM FIXTURE SCHEDULE
GRAB BAR
PF
PLUMBING FIXTURE
CT
CHANGING TABLE
HD
HAND DRYER
MR
MIRROR
NOT USED
SD
SOAP DISPENSER
NOT USED
TT
TOILET TISSUE DISPENSER
NOT USED
ND
NAPKIN DISPOSAL
NOT USED
TP
TOILET PARTITIONS
P-5
SILVER GRAY
SHERWIN WILLIAMS SW4026 SLATE GRAY
LOCKER
NOT USED
P-6
GRAY
SHERWIN WILLIAMS SW7030 ANEW GRAY
CR
COAT RACK
NOT USED
MD
MIO DESK
NOT USED
LC
LOWER CABINET WITH SINK
NOT USED
1.
UC
UPPER CABINET
NOT USED
MW
MICROWAVE
NOT USED
RF
REFRIGERATOR
NOT USED
2.
3.
4.
5.
2'-10"
SCALE: 1/4"=1'-0"
"PT-3"
WINDOW
FRAME
"PT-1"
REMARKS
3'-0"
SIM.
NOT USED
14
A-4
GENERAL NOTES - OFFICE
1'-0"
SEE ELECTRICAL DRAWINGS
PROVIDE NECESSARY FIRE TREATED WOOD BLOCKING FOR DESK, TIME-CLOCK AND ACCESSORIES.
COORDINATE WITH SAVE-A-LOT PROJECT MANAGER.
CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY / ALL TENANT FURNISHED ITEMS U.N.O.
REFER TO FLOOR PLAN SHEET AND WALL LEGEND FOR PARTITION TYPES.
REFER TO DOOR AND FINISH SCHEDULES FOR ADDITIONAL INFORMATION.
DESK AND COMPUTER DESK LAMINATES TO BE A LIGHT NEUTRAL BOX STORE STOCK LAMINATE
(ALMOND, WHITE, BEIGE, ETC.). DESK TO BE SUPPORTED WITH CONTINUOUS 2X4 HORIZONTALLY @ 30
1/2"A.F.F. ON THE WALL AS THE MAIN SUPPORT AND 2X4 KICKER SUPPORTS AT 45 DEGREE ANGLE, 32"
O.C.
14
A-4
2'-0"
CD
D
PROVIDE 12" x WIDTH OF ROOM x 3/4" HINGED
LAMINATED SHELF AT TOP OF WALL. VERIFY
LOCATION OF SHELF w/ SAL PROJECT MANAGER.
6"
7"-9"
TOILET PAPER
DISPENSER
SCALE: 1/4"=1'-0"
DE
CONTRACTOR SHALL PROVIDE
HEAVY-DUTY VINYL OR EPOXY
COATED WIRE SHELVING
19"
MIN.
33"-36"
PLASTIC LAMINATED
WALL BRACE - TYP.
OFFICE ELEVATION
2
2"
MIN.
18"
GRAB BARS
33"-36"
3" MIN
6"MAX
42"
12"
17"-19"
12"
18"
36"
PLASTIC LAMINATED
WALL MOUNTED,
BUILT-IN COUNTER
DRAWN:
VERTICAL GRAB BAR ONLY IF REQUIRED BY LOCAL AND OR STATE REGULATIONS
08/23/10
GB
NOT USED
DATE:
ITEM
STACKABLE CHAIR
L
30" X 72"
GAT
KEY
NOT USED
SC
OFFICE ELEVATION
1
TABLE
CHECKED:
15" MIN.
38"
WALL ELEVATION
C-1
2'-10"
MAX.
SANITARY
NAPKIN
DISPOSAL
HAND DRYER
ADDITIONAL HAND
DRYERS MOUNT AT 44" A.F.F.
TO BOTTOM OF UNIT
WATER COOLER
"PT-3"
DOOR AND
FRAME
"VB-1"
3'-0"
DRINKING FOUNTAINS
24" x 48"
T
3'-8"
MIN. 30" x 48" CLEAR
FLOOR SPACE @
DRINKING FOUNTAIN
3'-0"
4'-0"
MIN.
15" 15"
2'-6"
6"
DESK (NIC)
S
CD
NOTE: ACCESSIBLE WATER
COOLER SPOUTS SHALL BE
LOCATED NOT MORE THAN
36" ABOVE FINISHED FLOOR
AND LOCATED SO THE FLOW
OF WATER IS WITHIN 3" OF
THE FRONT OF THE UNIT
AND SHALL DIRECT A WATER
FLOW NOT LESS THAN 4
INCHES HIGH. CONTROLS
SHALL BE LOCATED NOT
MORE THAN 6" FROM THE
FRONT OF THE UNIT.
DRYVIT / FINISH
DC
2'-6"
URINAL
DRINKING FOUNTAIN
W/MIN. 27" HEIGHT TO
BOTTOM OF APRON ON
WHEELCHAIR ACCESSIBLE
FOUNTAIN. SPOUT TO BE
NO HIGHER THAN 36"
A.F.F.
COLOR
CD
SALES
AREA
17"-19"
NOMINAL SIZE
D
60"
MIN.
WATER CLOSETS
ITEM
EXTERIOR PAINT SCHEDULE
BLM
3'-8"
3.
4.
5.
6.
7.
8.
SCALE: N.T.S.
10'-0"
4"
MAX.
NOTE: MOUNT SANITARY
NAPKIN DISPENSER 40"
MAXIMUM FROM FINISHED
FLOOR TO THE HIGHEST
OPERATING CONTROL.
MOUNT DIAPER CHANGING
TABLE 34 INCHES FROM
FINISHED FLOOR TO BOTTOM
OF UNIT.
MIN. CLR.
MAX.
32"
MIN.
2'-6"
17"
42"
MIN.
1.
2.
42"
MIN.
48"
MIN. CLR.
18"
60" MIN.
PARTIAL ELEVATION - PROPOSED NEW SIGNAGE & CANOPY WORK
GENERAL NOTES - RESTROOM
1
EXTERIOR WOOD: COLOR AS NOTED 1/A-3 USE AT PRIMED, RAW AND PREVIOUSLY PAINTED - TWO
FINISH COATS OVER EXISTING FINISH OR PRIMER . PRIMER (IF NEEDED): SHERWIN-WILLIAMSA-100
EXTERIOR LATEX WOOD PRIMER B42W41 (APPLIED @ 4 MILS WET; 2.3 MILS DRY), OR BENJAMIN
MOORE FRESH START ACRYLIC PRIME, PRODUCT 023 (APPLIED @ 3.8 MILS WET; 1.1 MILS DRY. 1ST
& 2ND COATS: SHERWIN-WILLIAMS A-100 EXTERIOR LATEX SATIN, A82 SERIES (APPLIED @ 4 MILS
WET; 1.3 MILS DRY), OR BENJAMIN MOORE - SUPER SPEC LOW LUSTRE HOUSE PAINT PRODUCT N185
(APPLIED @ 3.3 - 4.5 MILS WET: 1.1 - 1.5 MILS DRY)
CERTIFICATION:
EXTERIOR SHEET METAL: COLOR AS NOTED 1/A-3 KYLAR, PRE-PAINED TWO FINISH COATS OVER
EXISTING FINISH OR PRIMER. 1ST & 2ND COATS: SHERWIN-WILLIAMS BOND-PLEX WATER BASED
ACRYLIC COATING, B71-200 SERIES (APPLIED @ 4.8 MILS WET; 2 MILS DRY)
CH
S
"PT-1"
SAFE
102
MIRROR
LAVATORIES
NOTE: MOUNT SOAP
DISPENSERS AT 40" MAX
TO BOTTOM OF DISPENSER.
114
17" MIN
CD
D
2
1
OFFICE
"VB-1"
CT
3
G
3
A-3
G
D
F
3
F
4
103
F
OFFICE ELEVATION
C
SCALE: 1/4"=1'-0"
ADA NOTES: (*PROVIDE AND INSTALL TOILET ROOMS AND ALL TOILET FIXTURES PER
PREVAILING CODES*)
"PT-1"
C
C
CONTRACTOR TO PROVIDE
12" WIDE HEAVY-DUTY
VINYL OR EPOXY COATED
WIRE SHELVING. VERIFY
LOCATION w/ SAL PROJECT
MANAGER
HD
INSIDE CLEAR DIMENSIONS SHOWN ARE AS REQUIRED TO MEET HANDICAPPED CLEARANCE CRITERIA.
COORDINATE STUD/ SUBSTRATE DIMENSIONS W/ WALL TYPES SHOWN ON FLOOR PLAN.
STORE NUMBER
BREAK
ROOM
WOMEN
PROVIDE FRT WOOD BLOCKING IN WALL BEHIND ALL WALL MOUNTED TOILET ACCESSORIES &
EQUIPMENT.
115
4.26.2 GRAB BARS. OUTSIDE DIAMETER - MIN. 1 1/4", MAX. 1 1/2", SPACE BETWEEN WALL AND GRAB
BAR - 1 1/2".
4.27.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB (22.2 N).
SCALE:
1/4" = 1'-0"
03510-01
SHEET TITLE
TP
VERIFY
2'-9"
4
PROJECT NUMBER
1'-0"
C
GB
C
ENLARGED
FLOOR PLANS
AND EXT.
ELEVATION
C
5'-8"
4.19.5 FAUCETS. FAUCETS SHALL COMPLY WITH 4.27.4. LEVER-OPERATED PUSH- TYPE, AND
ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING
VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
VERIFY
(5'-0" MIN CLEAR REQ'D)
4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE
INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP
OR ABRASIVES SURFACES UNDER LAVATORIES.
2'-9"
4.16.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL
COMPLY WITH 4.27.4. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET
AREAS NO MORE THAN 44" (1120mm) ABOVE THE FLOOR.
VERIFY
104
THE RESTROOM LAYOUT IS BASED ON AND COMPLIES W/ THE "AMERICAN WITH DISABILITIES ACT"
LATEST REGULATIONS. PLEASE NOTE THE FOLLOWING SECTIONS:
ACCESSIBLE TOILET ELEV.
CD
TP
GB
5
DC
SHELF HT.
CLEARANCE
6'-0"
5'-3 1/2"
MEN
6"MIN TOE
2'-10"
27"MIN
8"
MIN
2'-6"
BRACKET HT.
DC
HD
29"MIN
48" MIN.
34" MAX
19" MAX.
A-4
CL
27"
MIN.
29"
MIN.
34"
MAX.
CLEAR
FLOOR
SPACE
40"
MAX.
15" 15"
30" MIN.
MIRROR
G.C. TO PROVIDE 3'-4" x
12" x 3/4" LAMINATED
SHELF. CUT 2x4 NOTCH AT
THE REAR AND CENTER TO
ACCOMMODATE WIRING
FOR FRAME RELAY SYSTEM.
VERIFY LOCATION OF SHELF
w/ SAL PROJECT MANAGER.
CONTRACTOR TO VERIFY
SHELF HAS PROPER
SUPPORT FOR FRAME RELAY
SYSTEM
1612 MILLS SQUARE
5
ALEXANDER CITY, AL
1x4 TRIM
WATER CLOSETS
CT
"VB-1"
SHEET NUMBER
4
ENLARGED RESTROOM PLAN
SCALE:
1/4" = 1'-0"
3
OFFICE ELEVATION
SCALE: 1/4"=1'-0"
OFFICE ELEVATIONS
A-3
SCALE: 1/4" = 1'-0"
2
ENLARGED OFFICE PLAN
SCALE: 1/4" = 1'-0"
2'-0"
SLOPE
4" x 4"x 5/16" STEEL ANGLE WELD TO
CHANNELS AND TO BOTTOM CHORD OF 2
JOISTS, MIN. (VERIFY JOIST DIRECTION)
1B
BY:
2'-0
SLOPE
1
3
1. WALL ASSEMBLY- THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL
BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR
U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL
INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD
STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END
PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS
SPACED MAX 24 IN. OC.
B. WALLBOARD, GYPSUM*- NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR
TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION
SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF CIRCULAR
THROUGH OPENING CUT THROUGH GYPSUM WALLBOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN
0 IN. (POINT CONTACT) TO MAX 1 IN. LARGER THAN OUTSIDE DIAM OF FLEXIBLE METAL CONDUIT
(ITEM 2) INSTALLED IN THROUGH OPENING. SIDE EDGE OF CIRCULAR OPENING TO BE MIN 3 IN.
FROM NEAREST STUD IN WALL CAVITY.
17
5' LEVEL
LANDING AT
TOP OF RAMP
5'0
12' MINIMUM AT
ENTRY AND EXIT
LOCATIONS
.
IN
M
"
'-0
12
N.
MI
"
0
5'-
6'0"
LK H
WA NIS
.
FI
NC
CO OOM
BR P.)
Y
(T
PE
LO
S
)
10 X.
1: (MA
FOR STUD WALLS ONLY3/4" PLYWOOD TO 8'-0" A.F.F.
INTERIOR STUD WALL
OR INSULATED WALL
OF COOLER AND/OR
FREEZER
CONTINUOUS SEALANT
NEW 1/4" THICK
ALUMINUM THRESHOLD
SCALE:
1/2" = 1'-0"
12
SCALE:
1/2" = 1'-0"
C-CHANNEL FRAME
7
SCALE:
1 1/2" = 1'-0"
WALL CURB
DATE:
SEE FINISH SCHEDULE
FOR CEILING AND A-2
FOR CEILING HEIGHT
PROVIDE SOUND INSULATION
FULL HEIGHT AT OFFICE
PERIMETER AS INDICATED ON
FLOOR PLAN
VINYL BASE (VB-1)
EACH SIDE
FINISH FLOOR
1
"CPT-1" w/ TAPERED
FRAME AT ONE (1) EDGE
COORDINATE w/ EXISTING
AUTOMATIC DOOR SYSTEM
3
A-4
4
A-4
3-5/8" METAL STUDS AT 24" OC.
FROM TOP OF COOLER/FREEZER
TO STRUCTURE ABOVE
TRAFFIC DOOR - N.I.C.
4" x 18 GA. METAL
STUDS @ 16" o/c
C6x8.2 STEEL CHANNEL JAMBS & HEAD
AT 3 5/8" WALLS - MITER TO HEAD,
WELD JOINT AND GRIND SMOOTH
- PAINT PER FINISH SCHEDULE
EXISTING CONCRETE
SLAB
TRAFFIC
DOOR N.I.C.
3x3x1/8 CLIP @ EACH
STUD W/ 3/8" x 3" HILTI
KWIK BOLT 3 EXPANSION
ANCHOR INTO EXISTING
CONCRETE SLAB
?
WALL FINISH REFER
TO FINISH SCHEDULE
A6.
1/2" GYP BD
VINYL BASE (VB-1)
EACH SIDE
FINISH FLOOR
5/8" GYP BOARD
TOP OF COOLER
CONTINUOUS SILL SEALER
CONTINUOUS SEALANT BOTH
SIDES, TYPICAL
2
WALK-IN COOLER
BY OTHERS
SEE FINISH SCHEDULE FOR FINISHES
TYPICAL EACH SIDE OF WALL
13
TRAFFIC DOOR JAMB / HEAD
SCALE:
1 1/2" = 1'-0"
8
SCALE:
1 1/2" = 1'-0"
PARTIAL HEIGHT WALL
2
PARTITION ABOVE COOLER
STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG (MIN. 20 MSG WHEN ITEM 4A
IS USED) CORROSION-PROTECTED STEEL, MIN. WIDTH AS INDICATED UNDER ITEM 4, MIN. 1 1 4"
FLANGES AND RETURN, SPACED A MAX. OF 24 IN. O.C. STUDS TO BE CUT 3 8" TO 3 4" LESS THEN
ASSEMBLY HEIGHT.
ROOF DECK
INTERIOR
PARTITION- AS
SCHEDULED
BATTS AND BLANKETS (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR
MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE
BURNING CHARACTERISTICS AND / OR FIRE RESISTANCE.
PAINTED HOLLOW METAL
FRAME - VERIFY WALL
THICKNESS ON SHEET A-1
2 1/2" POST FURNISHED
BY SAVE-A-LOT
ADJUSTABLE BUMPER
WALLBOARD PROTECTION ON EACH SIDE OF WALL
OPTIONAL
CANADIAN GYPSUM CO. - 1 2" THICK TYPE C, WRC OR IP-X2; 5 8" THICK TYPE SCX, SHX, WRX,
IP-X1, AR, C, WRC OR IP-X2; 3 4" THICK ULTRACODE OR TYPE IP-X3.
UNITED STATES GYPSUM CO. - 1 2" THICK TYPE C, WRC OR IP-X2; 5 8" THICK TYPE SCX, SHX,
WRX, IP-X1, AR, C, WRC OR IP-X2; 3 4" THICK ULTRACODE OR TYPE IP-X3.
(WINDOW HEAD DETAIL SIMILAR)
14
SCALE:
1 1/2" = 1'-0"
WINDOW JAMB DETAIL
YESO PANAMERICANO SA DE CV - 1 2" THICK TYPE C, WRC OR IP-X2; 5 8" THICK TYPE SCX, SHX,
WRX, IP-X1, AR, C, WRC OR IP-X2; 3 4" THICK ULTRACODE OR TYPE IP-X3.
9
SCALE:
1/2" = 1'-0"
CASE PROTECTOR
PIPE / CONDUIT
3
PARTITION AT ROOF DECK
FILL SOLID WITH 2500 psi
CONCRETE & ROUND TOP
CONTINUOUS 20 GAGE
GALVANIZED SHEET METAL
FASTEN TO DECK VALLEYS
4" dia STANDARD PIPE
SCHEDULE 40 BOLLARD
PAINT OSHA YELLOW
ROOF DECK
MASTIC SEALANT
WALLBOARD, GYPSUM - (AS AN ALTERNATE TO ITEM 4) 5 8" THICK GYPSUM PANELS, INSTALLED
AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE
SCREWS AS SPECIFIED UNDER ITEM5.
STAINLESS STEEL RING
CLAMP
CANADIAN GYPSUM COMPANY - TYPE FRX.
MANUFACTURED PIPE
BOOT WITH LAP SPLICE
UNITED STATES GYPSUM COMPANY - TYPE FRX.
MEMBRANE ROOF
ASSEMBLY
FASTENERS - TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR
FURRING CHANNELS (ITEM 6).
SINGLE LAYER SYSTEMS - 1" LONG FOR 1 2" AND 5 8" THICK PANELS OR 1 1 4" LONG FOR 3 4"
PANELS, SPACED 8" O.C. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 12" O.C. WHEN PANELS
ARE APPLIED VERTICALLY.
TWO LAYER SYSTEMS - FIRST LAYER- 1" LONG FOR 1 2" AND 5 8" THICK PANELS OR 1 1 4" LONG
FOR 3 4" THICK PANELS, SPACED 16" O.C. SECOND LAYER- 1 5 8" LONG FOR 1 2" AND 5 8" THICK
PANELS OR 2 1 4" LONG FOR 3 4" THICK PANELS, SPACED 16" O.C. WITH SCREWS OFFSET 8" FROM
FIRST LAYER.
?
JOINT FILLER, TYP
?
REMOVE AND REPLACE
EXISTING CONCRETE
FLOOR AS REQUIRED
STEEL JOIST TOP CHORD
18 GAGE BY 3" DEEP LEG TRACK
1'-4" dia 2500 psi
POURED CONCRETE
6"
ROOF DECK
FASTENERS INTO METAL STUD
ONLY, AT 5" BELOW ROOF DECK.
(CLEAR TRACK BY 1" MINIMUM).
STEEL BAR JOIST BEYOND
5
8.
9.
ADHERED FLEXIBLE FLASHING
WITH LAP SPLICE - EXTEND TO
TOP OF CURB
SIDING, BRICK OR STUCCO - (OPTIONAL) ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER
OF STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM
PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED
TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK.
MEMBRANE ROOF ASSEMBLY
2" x FIRE RETARDANT WOOD
CURB WITH GALV. SCREWS
THROUGH DECK AT 12" o/c MAX.
CAULKING AND SEALANTS - (OPTIONAL) A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND
PERIMETER FOR SOUND CONTROL.
?
SCALE:
1 1/2" = 1'-0"
1x4 WOOD TRIM - CONT.
TWO WALLS FASTEN TO
METAL STUDS AT 16" O.C.
6" dia STANDARD PIPE
SCHEDULE 40 BOLLARD
PAINT OSHA YELLOW
16
MULTI-PIPE PENETRATION
SCALE:
1" = 1'-0"
11
REMOVE AND REPLACE
EXISTING PAVEMENT AS
REQUIRED
EXTERIOR BOLLARD
STORE NUMBER
PROJECT NUMBER
12" HEAVY-DUTY, VINYL OR
EPOXY COATED WIRE
SHELVING AT 6'-0" A.F.F.
HANGING PINS FOR CLIP
BOARDS BETWEEN BRACES
AT 12" o/c
03510-01
SHEET TITLE
DIAGONAL BRACES AT 12"
o/c
1x4 WOOD TRIM - CONT.
TWO WALLS
DETAILS
FINISH FLOOR
2'-0" dia 4000 psi
AIR-ENTRAINED
POURED CONCRETE
SHEET NUMBER
STEEL JOIST BEYOND
NON BEARING WALL RATING - 1 HOUR
23 1 - HOUR RATED DEMISING WALL
PARTITION AT ROOF DECK
JOINT FILLER, TYP
ROOF DECK
UL SYSTEM NO. U419
4
FILL SOLID WITH 2500 psi
CONCRETE & ROUND TOP
BATT INSULATION - FILL ALL
VOIDS
UNITED STATES GYPSUM CO. - TYPE AS - BEARING THE UL CLASSIFICATION MARKING.
SCALE:
1/2" = 1'-0"
INTERIOR BOLLARD
TYPICAL REFRIGERATION PIPING
N.I.C. (WITH INSULATION ON
RETURN LINES) - VERIFY SIZE &
QTY OF PIPES.
4" ARMAFLEX SLEEVE AT EACH
PIPE & EXPANSIVE FOAM TYPICAL
TO SEAL ALL PENETRATIONS
JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND
APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE,
NOMINALLY 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER
PANELS.
10
N.T.S.
REMOVABLE, GALVANIZED
CAP WITH 2" OVERHANG
EACH SIDE. SECURE TO
FIRE RETARDANT WOOD
CURBS WITH GALV.
SCREW FASTENERS AT
12" o/c MAX
SCALE:
1"= 1'-0"
6'-0"
7.
FURRING CHANNELS - (OPTIONAL FOR SINGLE OR DOUBLE LAYER SYSTEMS) RESILIENT
FURRING CHANNELS FABRICATED FROM MIN. 25 MSG CORROSION-PROTECTED STEEL, SPACED
VERTICALLY A MAX. OF 24" O.C. FLANGE PORTION ATTACHED TO EACH INTERSECTION STUD WITH
1
2" LONG TYPE S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A.
SINGLE PENETRATION
N.T.S.
6.
15
4'-6"
FOUR LAYER SYSTEMS - FIRST LAYER- 1" LONG FOR 1 2" AND 5 8" THICK PANELS, SPACED 24" O.C.
SECOND LAYER- 1 5 8" LONG FOR 1 2" AND 5 8" THICK PANELS SPACED 24" O.C. THIRD LAYER- 2 1 4"
LONG FOR 1 2" THICK PANELS OR 2 5 8" LONG FOR 5 8" THICK PANELS SPACED AT 24" O.C. FORTH
LAYER- 2 5 8" LONG FOR 1 2" THICK PANELS OR 3" LONG FOR 5 8" THICK PANELS, SPACED AT 12" O.C.
SCREWS OFFSET MIN. 6" FROM LAYER BELOW.
METAL STUD PARTITION
5'-6"
THREE LAYER SYSTEMS - FIRST LAYER- 1" LONG FOR 2" AND 8" THICK PANELS SPACED 24"
O.C. SECOND LAYER- 1 5 8" LONG FOR 1 2" AND 5 8" THICK PANELS, SPACED 18" O.C. THIRD LAYER2 1 4" LONG FOR 1 2" AND 5 8" THICK PANELS OR 2 5 8" LONG FOR 5 8" THICK PANELS, SPACED 12" O.C.
SCREWS OFFSET MIN. 6" FROM LAYER BELOW.
6"
1
SCALE:
1 1/2" = 1'-0"
SCALE:
1/2" = 1'-0"
5
SHELVING DETAIL
SCALE:
1 1/2" = 1'-0"
A-4
ALEXANDER CITY, AL
THICK
DRAWN:
8"
N.T.S.
5
FASTENERS INTO METAL STUD
ONLY AT 5" BELOW ROOF DECK.
(CLEAR TRACK BY 1" MINIMUM)
METAL STUD PARTITION
N.T.S.
1 LAYER,
18 GAGE BY 3" DEEP LEG TRACK
3/4" x 1/2" APPLIED STOP (TYPICAL)
4'-0"
3 1 2"
?
FINISH FLOOR
MIN. THICKNESS OF
INSULATION
2'-0"
1
MIN. STUD DEPTH
CORE DRILL OVERSIZED
HOLE AND SET POST IN
NON-SHRINK GROUT
(POROCK OR EQUAL)
CONTINUOUS SEALANT AT
AIRTIGHT PARTITIONS
08/23/10
CONTINUOUS SEALANT AT
PERIMETER OF BOTH SIDES
OF FRAME - TYPICAL
1/4" ONE-WAY MIRRORED GLASS,
PROVIDE TEMPERED GLASS WHEN
WINDOW IS ADJACENT TO DOOR AS
REQUIRED BY CODE.
4 -3/8" x 3" DYNABOLTS
OR EQUAL
DATE:
WALLBOARD, GYPSUM - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES,
APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND
STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT
LAYERS (MULTILAYER SYSTEMS) STAGGERED ON STUD CAVITY. HORIZONTAL EDGE JOINTS AND
HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED.
HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER
SYSTEMS) STAGGERED A MIN. OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1
HOUR RATING IS AS FOLLOWS:
# OF LAYERS AND
THICKNESS OF PANELS
SCALE:
1 1/2" = 1'-0"
1612 MILLS SQUARE
SCALE:
1 1/2"
1'-0"
FULL =
SCALE
GAT
FLOORAT
TRANSITION
JAMB
NEW CMU OPENING
CHECKED:
19
EXPOSED INSULATED PANELS NIC
BLM
FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG (MIN. 20
MSG WHEN ITEM 4A IS USED) CORROSION-PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE
STUD SIZE, WITH MIN. 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24
IN. O.C. MAX.
RATING
SCALE:
1/2" = 1'-0"
UNDERSIDE OF METAL DECK
BASE COVER
5.
INTERIOR FULL HEIGHT WALL
1x6 WOOD TRIM.
PAINT (PT-1)
SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED
COMPANIES.
4A.
6" METAL STUDS @ 16" o/c
WITH 5/8" TYPE "X" GYP.
BD. EACH SIDE SEE FINISH
SCHEDULE FOR WALL
FINISH
4"x4" WOOD WALL GUARD
w/ FIRE RETARDANT PAINT
ALL SURFACES
C6x8.2 STEEL CHANNEL JAMBS AT
3 5/8" STUD WALLS, FROM
FINISHED FLOOR TO ROOF
STRUCTURE
NEW BENT PLATE 1 1/2" x 12" x 3/16"
FROM FINISHED FLOOR TO BOTTOM OF
STEEL LINTEL w/ 1/2" dia x 4" HEADED
STUDS @ 2'-0" o/c - PAINT EXPOSED
STEEL LINTEL AND BENT PLATE JAMB, TYP
OPTIONAL DETAILS FOR
USE WHEN RATED WALL
IS REQUIRED BY CODE
4.
GYP. BOARD TO
EXISTING GRID
1/2" dia x 6" ANCHORS @
24" o/c - w/2 1/2"
EMBEDMENT
FINISH FLOOR
BREAK EXISTING CMU AT NEAREST
EXISTING JOINT LINE.
GROUT JAMBS SOLID EACH SIDE OF
DOOR OPENING
FULL HEIGHT
NEW SURFACE
MOUNTED
4
3A.
VERIFY
EXISTING GRID
TO REMAIN
GYP BOARD TO 6"
ABOVE NEW CEILING
13
A-4
4" x 4" x 5/16" x 4" STEEL
CLIP ANGLE WELD TO
CHANNEL AND ANCHOR TO
FLOOR WITH 5/8" x 4" HILTI
KWIK BOLT 3
EXPANSION ANCHORS
SCALE:
1 1/2" = 1'-0"
NOTE:
4000 PSI (MIN.) AIR-ENTRAINED
CONCRETE
22 RATED WALL PENETRATION DETAIL
2.
ANGLE BUMPER @ WALLS
METAL STUD PARTITION AS
SCHEDULED
1 OR 2 HOUR WALL PENETRATION
1.
NOTE 2:
ENTIRE RAMP SURFACE
(OUTSIDE OF DETECTABLE
WARNING) SHALL CONTRAST IN
COLOR BY 70% FROM THAT OF
THE SIDEWALK. RECOMMENDED
COLORS ARE RED OR YELLOW
TO MATCH THE COLOR CHOSEN
FOR THE DETECTABLE WARNING
MAT.
18 FLARED H.C. RAMP
UL SYSTEM NO. WL-1017
4
NOTE:
PAINT ALL
EXPOSED STEEL
6
RAMP AND FLARES SHALL
CONTRAST VISUALLY WITH
ADJOINING SURFACES.
(LIGHT-ON-DARK OR
DARK-ON-LIGHT).
PE
LO
S
)
10 X.
1: (MA
MINNESOTA MINING & MFG. CO. - CP 25WB+
*BEARING THE UL CLASSIFICATION MARKING
3A
C6x8.2 STEEL CHANNEL JAMBS
AT 6" STUD WALLS, FROM
FINISHED FLOOR TO ROOF
STRUCTURE
NOT USED
CO
1: NC
(M 12 S RA
AX LO MP
.)
PE
TH
WI T
H
AL
US
FL SPH
A
2. THROUGH PENETRATING PRODUCT*- FLEXIBLE METAL CONDUIT-NOM 4 IN. DIAM
(OR SMALLER) ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE METAL CONDUIT
TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. FLEXIBLE METAL
CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. AFC CABLE SYSTEMS, INC.
3. FILL, VOID OR CAVITY MATERIAL*- CAULK-CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE
AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL
OPENING IN GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSEMBLY. A MIN 5/8 IN.
THICKNESS OF CAULK IS REQUIRED FOR THE 1 HR F RATING. A MIN 1-1/4 IN. THICKNESS OF CAULK
IS REQUIRED FOR THE 2 HR F RATING.
NOTE 1: CONSTRUCT RAMP TO
LEAST POSSIBLE SLOPE (MAX =
1:12). CROSS SLOPE OF RAMP
AND LANDING SHALL NOT
EXCEED 1:50.
6"
C. FASTENERS- WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO
STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN.
WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS
WITH TYPE S SELF-DRILLING, SELF-TAPPING BUGLE-HEAD STEEL SCREWS AS SPECIFIED IN THE
INDIVIDUAL WALL OR PARTITION DESIGN.
"
SCALE:
1" = 1'-0"
TYPICAL FLOOR DRAIN
2' DETECTABLE WARNING
GROOVES PER LOCAL
JURISDICTION
OPTION TO WELD C-CHANNEL
TO 16 GAGE METAL STUD
FRAME AT TOP OF COOLER
LINE.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
CFM/SQ FT L RATING
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
CONTRACTOR TO REMOVE EXISTING
CONCRETE 2'-0" SQUARE AROUND NEW &
EXISTING FLOOR DRAINS OR FLOOR SINKS.
SET DRAIN OR SINK AND REPAIR CONCRETE
WITH POSITIVE SLOPE TO DRAIN / SINK.
VERIFY
WL SYSTEM NO. W-L-1017 (FORMERLY SYSTEM NO. 328) F RATINGS1 AND 2 HR. (SEE ITEM 3) T RATING-0 HR L RATING AT AMBIENT-LESS THAN 1
AT 400 F-LESS THAN 1 CFM/SQ FTLL
BREAK EXISTING CEILING
GRID AS REQUIRED FOR
NEW WALL BRACING
DESCRIPTION:
3M FIRE PROTECTION PRODUCTS THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS
FROM THE 1997 EDITION OF THE UL FIRE RESISTANCE DIRECTORY.
345 METALLIC PIPE 1OOO SERIES
FINISH FLOOR
SLOPE
1C
7
SLOPE
SLOPE
3
SLOPE
REV. NUMBER:
SLOPE
2'-0"
2'-0"
SLOPE
CONT. L-4"x 4"x 1/4" STEEL
TURN TO BE 4" AWAY FROM
COOLER WALL w/ 3 8" dia
ANCHORS @ 24" o/c INTO
EXISTING FLOOR SLAB
CERTIFICATION:
2
AUTOMATIC ENTRANCE DOORS
PRODUCTS BY FERGUSON OR EQUAL.
BESAM AUTOMATED ENTRANCE SYSTEMS, INC.; AN ASSA ABLOY GROUP COMPANY.
STANLEY ACCESS TECHNOLOGIES; A DIVISION OF THE STANLEY WORKS.
PROVIDE MANUFACTURER'S STANDARD AUTOMATIC SLIDING OR SWINGING ENTRANCES INCLUDING
DOORS (AS SHOWN ON DRAWINGS), SIDE LITES, FRAMING, HEADERS, CARRIER ASSEMBLIES, ROLLER
TRACKS, DOOR OPERATORS, ACTIVATION AND SAFETY DEVICES, AND ACCESSORIES REQUIRED FOR
COMPLETE INSTALLATION.
EMERGENCY BREAKAWAY CAPABILITY: SLIDING/SWINGING LEAF (LEAVES) AND SIDELITE(S).
STANLEY ACCESS TECHNOLOGIES SENTREX 3 MOTION/PRESENCE DETECTION.
MEDIUM STILE OR MATCH EXISTING
ON EXTERIOR DOORS, PROVIDE ADAMS RITE MODEL MS 1850-OS-050 SERIES DEADLOCKS WITH
CYLINDERS THAT ACCEPT BEST INTERCHANGEABLE CORES.
PROVIDE STEEL ARMORED STRIKE REINFORCING PLATE SURROUNDING LOCK STRIKE OPENING AND
SCREW FASTENED INSIDE OF ALUMINUM MEMBER.
PROVIDE CYLINDER INSIDE AND OUTSIDE ON DOOR DESIGNATED BY PROJECT MANAGER, AT OTHER
EXTERIOR DOORS, PROVIDE CYLINDER INSIDE ONLY WITH NO CUTOUTS ON OUTSIDE OF DOOR.
EXTRUDED-ALUMINUM RAISED THRESHOLDS; WITH BEVELED EDGES WITH SLOPE OF NOT MORE THAN
1:2 AND MAXIMUM HEIGHT OF 1/2 INCH
MANUFACTURER'S STANDARD WEATHER STRIPPING, BRUSH SWEEP, FINGER GUARDS, GUIDE RAILS
(FOR SWINGING DOORS), CART CRASH BARS
DOOR HARDWARE
PROVIDE GRADE 1 DOOR HARDWARE TYPES AS SCHEDULED ON THE DRAWINGS
PRODUCTS BY INGERSOLL-RAND AND ITS SUBSIDIARY BRANDS OR EQUALS.
EQUIP LOCKS WITH SPECIFIED CYLINDERS FOR BEST ACCESS SYSTEMS' INTERCHANGEABLE-CORE
7-PIN TUMBLER INSERTS.
OWNER WILL PROVIDE CONSTRUCTION CORES AND KEYS.
OWNER WILL PROVIDE PERMANENT CORES AND KEYS.
GENERAL CONTRACTOR SHALL OBTAIN PURCHASE ORDER FOR PUBLIC SAFETY KEY BOX FROM CITY
FIRE MARSHALL, AND SHALL PROVIDE KEY BOX IN LOCATION COORDINATED WITH CITY FIRE
MARSHALL.
TOILET ACCESSORIES
TOILET PAPER HOLDER, MULTI-ROLL SURFACE MOUNTED, DUAL ROLL TYPE WITH CONTROLLED
DELIVERY OPERATION; CAST ALUMINUM, SATIN FINISH.
BOBRICK WASHROOM EQUIPMENT, INC.: NO. B-274 OR EQUAL.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
5
100
VESTIBULE
CONC.
103A
3'-0" x 7'-0"
OFFICE
NEW
H.M.
PT-3
C
H.M.
PT-3
C
HW-5
2&8
101
SALES AREA
CONC.
VCT-1
GYP. BD.
104A
3'-0" x 7'-0"
BREAK ROOM
NEW
H.M.
PT-3
D
H.M.
PT-3
C
HW-6
8
102
SAFE
CONC.
VCT-1
GYP. BD.
FRP-1/PT-1
111A
PAIR 3'-0" x 8'-0"
BREAK ROOM
NEW
UNIFLEX FACTORY B
STEEL
PT-3
B
BY MFR.
103
OFFICE
CONC.
VCT-1
GYP. BD.
114A
3'-0" x 7'-0"
MEN
NEW
H.M.
PT-3
C
H.M.
PT-3
C
HW-4
4
104
BREAK ROOM
CONC.
VCT-1
116A
3'-0" x 7'-0"
RECEIVING
NEW
H.M.
PT-3
E
H.M.
PT-3
C
HW-7
1, 3, 8 & 9
105
CORRIDOR "A"
CONC.
117A
3'-0" x 7'-0"
BACK ROOM "B"
NEW
H.M.
PT-3
E
H.M.
PT-3
C
HW-7
1, 3 & 8
106
CORRIDOR "B" - NOT USED
107
DAIRY COOLER
108
HARDWARE PACKAGES
HW-1 - (STOREFRONT)
DOORS ARE TO BE SENSOR ACTIVATED WITH SENSOR
SAFETIES. ASSEMBLY SHALL BE EQUIVALENT TO "STANLEY
SENTREX 3"
OPERATION AND CRASH BARS BY DOOR MFR. U.N.O. MUST
COMPLY WITH LOCAL CODES
1 CYLINDER KEY / KEY LOCK (7 PIN) TO BE RE-KEYED PER P.M.
HW-2 - (EXIT DOOR)
112 PR HINGES (HAGER BB1279 US26D- 4 1/2")
3 SILENCERS
1 CLOSER (LCN 1461xALUMxTB)
1 DOOR SWEEP (PEMKO 315CN x DOOR WIDTH)
1 THRESHOLD (PEMKO 170A x DOOR WIDTH
EXIT DEVICE (DETEX HARDWARE- MODEL#V40xEMxALxRWE)
WEATHER-STRIPPING (PEMKO 303AV)
1 RAIN DRIP CAP (PEMKO 3464 x DOOR WIDTH)
1 LATCH GUARD (WILMONT)
HW-3 - (OVERHEAD DOOR)
ALL HARDWARE BY MFR. U.N.O.
1 BEST SHANK PADLOCK (2") KEYED TO MATCH FRONT DOORS
HW-4 - (REST ROOMS)
112 PR HINGES (HAGER BB1279 US26D- 4 1/2")
1 CLOSER (LCN 1461 ALUM) - MOUNT TO INSIDE OF DOOR
1 PRIVACY LEVER LOCK SET (SCHLAGE AL405 SAT 626)
3 SILENCERS
1 WALL STOP (ROCKWOOD 406x630)
HW-5 - (OFFICE)
112 PR HINGES (HAGER 1279 US26D- 4 1/2")
1 SELF-LOCKING LEVER LOCKSET, KEY IN LEVER (SCHLAGE
AL70PD SAT 626)
1 CLOSER (LCN 1461 ALUM) - MOUNT TO INSIDE OF DOOR
3 SILENCER
1 WALL STOP (ROCKWOOD 409x960)
DOOR TYPES
DOOR TYPES:
A.
B.
C.
D.
E.
F.
G.
NOT USED.
UNI-FLEX DOORS, PROVIDED BY SAVE-A-LOT.
3'-0" X 7'-0" HOLLOW FLUSH STEEL DOOR WITH WALL BUMPER.
3'-0" X 7'-0" HOLLOW FLUSH STEEL DOOR WITH 24" X 36" WINDOW AND WITH WALL BUMPER.
3'-0" X 7'-0" INSULATED FLUSH STEEL DOOR.
NOT USED.
NOT USED.
HW-6 - (BREAK ROOM)
112 PR HINGES (HAGER 1279 US26D- 4 1/2")
1 PASSAGE LEVER LATCH SET (SCHLAGE AL105 SAT 626)
1 CLOSER (LCN 1461 SLUM) - MOUNT TO INSIDE OF DOOR
1 WALL STOP (ROCKWOOD 406x630)
3 SILENCERS
HW-7 - (BACK ROOM EXIT)
1 1/2 PR HINGES (HAGER BB1279 US26D- 4 1/2")
3 SILENCERS
1 CLOSER (LCN 1461xALUMxTB)
1 DOOR SWEEP (PEMKO 315CN x DOOR WIDTH)
1 THRESHOLD (PEMKO 170A x DOOR WIDTH
EXIT DEVICE (DETEX HARDWARE- MODEL#V40xEMxALxRWE)
WEATHER-STRIPPING (PEMKO 303AV)
1 RAIN DRIP CAP (PEMKO 3464 x DOOR WIDTH)
1 LATCH GUARD (WILMONT)
1 ASTRAGAL
1 COORDINATOR (LCN)
DOOR GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
ALL EXISTING DOORS AND FRAMES TO REMAIN SHALL BE PAINTED. ALL DOOR HARDWARE SHALL BE
OILED AND / OR GREASED TO INSURE PROPER WORKING ORDER. REPAIR AS REQUIRED TO MEET
REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 1003.3 AND SUBSECTION 1003.3.1.2
AND ANSI 117.1-98 SECTION 404 AND SUBSECTION 404.2.7 AND LOCAL CODE REQUIREMENTS.
ALL DOORS, FRAMES AND HARDWARE SHALL BE COMMERCIAL STANDARD UNLESS NOTED OTHERWISE.
ALL DOOR LOCKS SHALL BE RE-KEYED SEPARATELY. VERIFY w/ SAVE-A-LOT (SAL) CONSTRUCTION
PROJECT MANAGER.
HOLLOW METAL FRAMES SHALL BE STEEL-CRAFT 16 GAUGE HOLLOW METAL.
COOLER / FREEZER DOORS TO BE PROVIDED BY COOLER / FREEZER MANUFACTURER.
PROVIDE NEW WEATHER STRIPING ON EXISTING EXTERIOR DOORS TO ENHANCE VECTOR CONTROL.
UNI-FLEX DOORS PROVIDED BY SAVE-A-LOT w/ HINGES INSTALLED BY GENERAL CONTRACTOR PER
MANUFACTURER INSTRUCTIONS (SUPPLIED w/ DOORS) INTO G.C. PROVIDED STEEL CHANNEL FRAMES.
REQUESTS FOR SUBSTITUTION OF MATERIALS FROM ALTERNATE MANUFACTURERS SHOULD BE
SUBMITTED WITH YOUR BID.
DOOR FRAME TYPES
DOOR SCHEDULE KEY NOTES
FRAME TYPES:
1.
PROVIDE SILLS AT NEW DOOR OPENINGS.
A.
B.
2.
DOOR FRAME FOR 6" STUD WALL WITH GYP. BD. EACH SIDE.
3.
PAINT EXTERIOR OF DOOR & FRAME PER SAL PROJECT MANAGER DIRECTIONS. PAINT INTERIOR AS
SCHEDULED.
C.
NOT USED.
STEEL CHANNEL FRAME. INSTALLATION REQUIRES 4 LAG BOLTS FOR EACH HINGE, ONE HINGE PER
DOOR LEAF. SEE DETAIL 13/A-4.
3'-0" x 7'-0" x 2" STEEL DOOR FRAME, PROVIDE 4" HEAD AT MASONRY OPENINGS.
HARDWARE MUST COMPLY WITH LOCAL CODES AND A.D.A. REQUIREMENTS.
5.
REFURBISH EXISTING AUTOMATIC DOORS. DOORS ARE TO BE SENSOR ACTIVATED w/ SENSOR
SAFETIES. FINISHED ASSEMBLY SHALL BE EQUIVALENT TO "STANELY SENTREX 3".
6.
NOT USED.
7.
NOT USED.
MIRROR WITH FRAME - WITHOUT SHELF
SIZE: 24 INCHES WIDE BY 36 INCHES HIGH.
AMERICAN SPECIALTIES, INC.: NO. 0600 SERIES OR EQUAL.
8.
PROVIDE A KICK PLATE ON THE PUSH SIDE OF THE DOOR.
9.
VERIFY IF DOOR VIEWER AND DOOR BUZZER ARE REQUIRED w/ SAVE-A-LOT (SAL) CONSTRUCTION
PROJECT MANAGER.
SANITARY NAPKIN DISPOSAL: SURFACE MOUNTED FEMININE NAPKIN DISPOSAL, 304 STAINLESS
STEEL, SATIN FINISH; TOP DOOR WITH HANDLE; BOTTOM DOOR, HELD IN CLOSED POSITION WITH
LOCK OR LATCH; VINYL LINER IN CONTAINER
BOBRICK WASHROOM EQUIPMENT, INC.: NO. B-270 OR EQUAL.
10.
NOT USED.
DIAPER CHANGING STATION: HORIZONTAL, SURFACE-MOUNTED DESIGN; MADE OF HIGH-IMPACT
POLYETHYLENE.
PROVIDE COMPLETE WITH SAFETY STRAPS AND SANITARY BED LINER DISPENSER.
NOMINAL 35 INCHES BY 20 INCHES BY 4 INCHES DEEP IN CLOSED POSITION, 20 INCHES DEEP WHEN
OPENED.
DIAPER DEPOT # 4300, BOTTOM MOUNTED 34" ABOVE FINISHED FLOOR.
WARM-AIR DRYER: PROVIDE HAND DRYER IN PUBLIC RESTROOMS AT LOCATIONS INDICATED ON
DRAWINGS.
ACTIVATED BY INFRARED OPTICAL SENSOR WHICH SHALL OPERATE AS LONG AS HANDS ARE UNDER
THE DRYER WITH 35-SECOND LOCKOUT IF HANDS ARE NOT REMOVED.
ELECTRICAL REQUIREMENTS: 110 / 120V, 12.5A, 1500 W
EXCEL DRYER INC: MODEL XL-W XLERATOR OR EQUAL.
CPT-1/VCT-1 EXIST./GYP. FRP-1/PT-1
CEILING
BASE
MATL.
FINISH
VB-1
EXIST.
EXIST.
FRP-1/PT-1/2 VB-1
EXIST.
EXIST.
VB-1
EXIST.
EXIST.
PT-1
VB-1
ACP-1
FACTORY
GYP. BD.
PT-1
VB-1
ACP-1
FACTORY
VCT-1
GYP. BD.
FRP-1/PT-1
VB-1
EXIST.
PT-1
CONC.
CS-1
PRE-FAB.
FACTORY
PRE-FAB.
PRE-FAB.
FACTORY
MEAT PREP
CONC.
QT-1
PRE-FAB.
FACTORY
QT-1
PRE-FAB.
FACTORY
109
MEAT COOLER
CONC.
QT-1
PRE-FAB.
FACTORY
QT-1
PRE-FAB.
FACTORY
110
FREEZER
PRE-FAB.
FACTORY
PRE-FAB.
FACTORY
PRE-FAB.
PRE-FAB.
FACTORY
111
BACK ROOM "A"
CONC.
VCT-1
EXIST./GYP. PL-1/PT-1
WB-1
EXIST.
EXIST.
112
PRODUCE PREP AREA
CONC.
CS-1
GYP. BD.
FRP-1
VB-1
ACP-2
FACTORY
113
PRODUCE COOLER
CONC.
CS-1
PRE-FAB.
FACTORY
PRE-FAB.
PRE-FAB.
FACTORY
114
MEN
CONC.
VCT-1
GYP. BD.
FRP-1
VB-1
GYP. BD.
PT-1
115
WOMEN
CONC.
VCT-1
GYP. BD.
FRP-1
VB-1
GYP. BD.
PT-1
116
RECEIVING
CONC.
CS-1
EXIST.
PL-1/PT-1
WB-1
EXIST.
EXIST.
117
BACK ROOM "B"
CONC.
CS-1
EXIST./GYP. PL-1/PT-1
WB-1
EXIST.
EXIST.
118
STORAGE
CONC.
VCT-1
EXIST.
PT-1
VB-1
EXIST.
PT-1
119
RECEIVING
CONC.
CS-1
EXIST.
PT-1
VB-1
EXIST.
EXIST.
FINISH SCHEDULE KEY
VCT-1: VINYL COMPOSITION TILE - 1/8" x 12" x 12" ARMSTRONG IMPERIAL TEXTURE #52507 "FESTIVE
IVORY". USE ARMSTRONG ADHESIVES APPROPRIATE FOR THIS APPLICATION: S-515, S-700, OR
S-750. USE S-230 ADHESIVE FOR WET AREAS. PROVIDE 1/8" HEAVY DUTY DIAMOND PLATE
TRANSITION ABUTTING THE TILE EDGE AND FLUSH WITH THE TILE SURFACE BETWEEN TILE AND
CONCRETE. FASTEN TRANSITION PLATE w/ 1/4" DRIVE PINS .
VB-1: VINYL COVE - ARMSTRONG #76, 4" HIGH 1/8" GAUGE DEEP BROWN VINYL COVE BASE. USE
ARMSTRONG S-725 ADHESIVE FOR COLOR INTEGRATED WALL BASE.
1.
2.
PC-1: POLISHED CONCRETE - NOT USED.
QT-1: QUARRY TILE - STANDARD SMOOTH SURFACED 6" x 6" x 1/2" RED QUARRY TILE FLOOR WITH
CARBORUNDUM CHIPS AND BASE WITH EPOXY GROUT COLOR TO MATCH TILE. GROUT JOINTS ARE
TO BE 1/4" WIDE AND THE GROUT IS TO BE FLUSH w/ FINISHED FLOOR. PROVIDE HEAVY DUTY
DIAMOND PLATE TRANSITION BETWEEN QUARRY TILE AND CONCRETE AT DOORWAYS. INSTALL THE
TRANSITION OVER NON-SHRINK GROUT AND FASTEN SECURELY TO THE FLOOR. THE TRANSITION
SHOULD FINISH SLIGHTLY ABOVE THE SURFACE OF THE QUARRY TILE.
ACP-1: ACOUSTICAL CEILING PANELS - ARMSTRONG #1729 FINE FISSURED 24" x 48" x 5/8" CLASS A
WITH HUMIGUARD PLUS PERFORMANCE. PRODUCT SHALL HAVE UL CLASSIFIED NRC OF .55. NO
SUBSTITUTIONS ALLOWED. WHERE NEEDED SUSPENSION SYSTEMS SHALL BE ARMSTRONG PRELUDE
15/16" HOT-DIPPED GALVANIZED, ROTARY STITCHED, PEAKFORM TYPE MATERIAL. NO
SUBSTITUTIONS.
3.
4.
5.
6.
ACP-2: ACOUSTICAL CEILING PANELS - ARMSTRONG #670 24" x 48" VINYL-CLAD GYPSUM BOARD
NON-ABSORBENT SUSPENDED CEILING TILE.
FRP-1: "KEMLITE" PANELING - KEMLITE GLASBORD w/ SURFASEAL, #84 "IVORY", PEBBLED EMBOSSED.
WB-1: WOOD BASE - WALL GUARD- 4x4 PAINT TO MATCH ADJACENT WALL. SEE DETAIL 7/A-4.
PL-1: PLYWOOD WAINSCOT - 4'-0" A.F.F. WAINSCOT OF 3/4" PLYWOOD ON EXPOSED GYPSUM BOARD
WALLS. PAINT PT-1.
7.
CPT-1: CARPET TILE - CONTACT CRYSTAL BROOKS (972-429-5777) AT GRAND ENTRANC E.
PT-1: SHERWIN WILLIAMS SW 6148 WOOL SKEIN, OR BENJAMIN MOORE OC-11 CLAY BEIGE
- USE AT GYPSUM DRYWALL (SALES AREA, BACK ROOM AREA, OFFICE, BREAK ROOM, INTERIOR
COLUMNS, RESTROOMS AND RESTROOM CEILINGS WHEN DRYWALL): TWO FINISH COATS OVER AN
EXISTING FINISH OR PRIMER. NOTE: BACK ROOM AREA WALLS TO BE PAINTED TO A MINIMUM OF
14' ABOVE FINISHED FLOOR. PRIMER (IF NEEDED): SHERWIN-WILLIAMS PROGREEN 200 INTERIOR
LATEX PRIMER, B28W600 (APPLIED @ 4 MILS WET; 1.5 MILS DRY), OR BENJAMIN MOORE - NO
PRIMER REQUIRED. 1ST & 2ND COATS: SHERWIN-WILLIAMS PROGREEN 200 INTERIOR LATEX
EG-SHEL, B20W651 SERIES (APPLIED @ 4 MILS WET; 1.7 MILS DRY), OR BENJAMIN MOORE - AURA
EGGSHELL, PRODUCT 524 (APPLIED @ 3.8 MILS WET: 1.8 MILS DRY)
- USE AT KNEE-WALL AND KNEE-WALL TRIM: ONE FINISH COAT OVER AN EXISTING FINISH OR
PRIMER. PRIMER (IF NEEDED): SHERWIN-WILLIAMS PREPRITE BONDING PRIMER, B51W50 (APPLIED
@ 4 MILS WET; 1.4 MILS DRY) OR BENJAMIN MOORE - NO PRIMER REQUIRED. 1ST COAT:
SHERWIN-WILLIAMS PROGREEN 200 INTERIOR LATEX EG-SHEL, B20W651 SERIES (APPLIED @ 4
MILS WET; 1.7 MILS DRY), OR BENJAMIN MOORE - AURA EGGSHELL, PRODUCT 524 (APPLIED @ 3.8
MILS WET: 1.8 MILS DRY)
- USE AT INTERIOR PLYWOOD SURFACES AND INTERIOR MASONRY SURFACES: TWO FINISH COATS
OVER AN EXISTING FINISH OR PRIMER. PRIMER (IF NEEDED): SHERWIN-WILLIAMS PROGREEN 200
INTERIOR LATEX PRIMER, B28W600 (APPLIED @ 4 MILS WET; 1.5 MILS DRY), OR BENJAMIN MOORE NO PRIMER REQUIRED. 1ST & 2ND COATS: SHERWIN-WILLIAMS PROGREEN 200 INTERIOR LATEX
EG-SHEL, B20W651 SERIES (APPLIED @ 4 MILS WET; 1.4 MILS DRY), OR BENJAMIN MOORE - AURA
EGGSHELL, PRODUCT 524 (APPLIED @ 3.8 MILS WET: 1.8 MILS DRY)
PAINT PT-1 AT SIDE WALLS AND PT-2 ON FRONT AND REAR WALLS OF SALES AREA
FINISH & PAINT NOTES
CS-1: CONCRETE SEALER - SHERWIN WILLIAMS SEAL-KRETE WATER-PROOFING CLEAR SEALER
#151-1633.
RF-1: SEAMLESS RESINOUS FLOOR - NOT USED
REMARKS
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
EXIST. EXIST.
4.
GRAB BARS (GB-2): EXPOSED MOUNTING, 1-1/2 INCH DIAMETER, STAINLESS STEEL, SATIN FINISH,
WITH PROPER TYPE OF ANCHOR AND PLATE FOR CONSTRUCTION CONDITIONS AND NORMALLY
ANTICIPATED LOADS.
BOBRICK WASHROOM EQUIPMENT, INC.: NO. B-6106 SERIES OR EQUAL.
FINISH
FRONT ENTRY
GLASS AND GLAZING
PROVIDE GLASS LITES BY PPG INDUSTRIES OR EQUAL.
WHERE FLOAT GLASS IS INDICATED, PROVIDE ANNEALED FLOAT GLASS.
WHERE FULLY TEMPERED GLASS IS INDICATED, PROVIDE KIND FT HEAT-TREATED FLOAT GLASS.
WHERE INSULATED GLASS IS INDICATED, PROVIDE LOW-E INSULATED GLASS.
FOR WINDBORNE-DEBRIS-IMPACT RESISTANCE REGIONS (WIND ZONE 1,2,3, OR 4) AS DEFINED BY
THE IBC, PROVIDE EXTERIOR GLAZING THAT PASSES BASIC PROTECTION TESTING REQUIREMENTS IN
ASTM E1996.
WHERE TRANSPARENT MIRROR IS INDICATED, PROVIDE FULLY TEMPERED, SCRATCH AND ABRASION
RESISTANT, PYROLYTIC SURFACE COATING FORMED BY CHEMICAL VAPOR DEPOSITION.
GYPSUM BOARD
PRODUCTS BY USG CORPORATION OR EQUAL.
INTERIOR WALL TYPE: 5/8" THICK TYPE X WITH LONG EDGES TAPERED.
CEILING TYPE: MANUFACTURED TO HAVE MORE SAG RESISTANCE THAN REGULAR-TYPE GYPSUM
BOARD.
THICKNESS: 1/2 INCH THICK WITH LONG EDGES TAPERED.
MATL.
AUTO SLIDING
JOINT SEALANTS
PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH
ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS
DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.
WHERE SEALANTS ARE INDICATED FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD,
PROVIDE PRODUCTS THAT COMPLY WITH21 CFR 177.2600
ALUMINUM ENTRANCES AND STOREFRONTS
PRODUCTS BY KAWNEER NORTH AMERICA: TRIFAB V6 451T OR EQUAL.
OLD CASTLE GLASS ENGINEERED PRODUCTS: GTC 451.
TUBELITE: 14000 SERIES.
UNITED STATES ALUMINUM: SERIES IT451.
THERMALLY BROKEN
2 INCH SIGHTLINE BY 4-1/2 INCH DEPTH OR MATCH EXISTING.
COLOR: CLEAR ANODIC FINISH OR MATCH EXISTING ALUMINUM STOREFRONT
FINISH
100A
THROUGH-PENETRATION FIRESTOP SYSTEMS
PROVIDE PRODUCTS BY TREMCO FIRE PROTECTION SYSTEMS GROUP OR EQUAL
PENETRATION FIRESTOPPING THAT IS PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE PER
REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL
FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED.
STEEL DOORS AND FRAMES
STANDARD FLUSH PANEL HOLLOW METAL DOORS AND METAL FRAMES BY STEELCRAFT OR EQUAL.
MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, POLYSTYRENE, POLYURETHANE,
POLYISOCYANURATE, MINERAL-BOARD, OR VERTICAL STEEL-STIFFENER CORE AS SUITED TO DOOR
TYPE.
FIRE DOOR CORE TO PROVIDE FIRE-PROTECTION RATINGS INDICATED.
INSULATED DOORS WITH R-VALUE OF NOT LESS THAN 12.3 DEGREES F PER SQUARE FOOT PER BTU
SQUARED PER INCH.
ANCHORS TO MATCH WALL TYPE
MATL.
WALLS
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
FLOOR PREPARATION - REPAIR EXISTING FLOOR SUCH THAT DEFECTS DO NOT TELEGRAPH THROUGH
NEW FLOOR COVERING. USE ARMSTRONG, PORTLAND CEMENT BASED PATCHING MATERIAL (4,500
PSI MINIMUM). USE THE ARMSTRONG PRODUCT WHICH IS APPROPRIATE FOR THIS APPLICATION:
S-183 FAST SETTING CEMENT BASED UNDERLAYMENT S-184 FAST SETTING CEMENT BASED PATCH
AND SKIM COAT OR S-194 PATCH, UNDERLAYMENT AND EMBOSSING LEVELER EITHER w/ OR w/o THE
S-195 UNDERLAYMENT ADDITIVE AS DEEMED NECESSARY. DO NOT USE GYPSUM BASED MATERIAL
FOR FLOOR PATCH.
SAVE-A-LOT HAS A STRATEGIC ACCOUNT AGREEMENT WITH ARMSTRONG WORLD INDUSTRIES INC,
WHICH SECURES FAVORED PRICING FOR FLOORING MATERIALS USED ON SAVE-A-LOT PROJECTS.
CONTACT YOUR LOCAL ARMSTRONG DISTRIBUTOR AND REQUEST SAVE-A-LOT/DEALS NATIONAL
PRICING. CALL LISA CAVATAIO, ACCOUNT REPRESENTATIVE. TELEPHONE: 773 868 0270 CELL: 773
-882-0299 [email protected] IF YOU HAVE QUESTIONS.
SAVE-A-LOT HAS A STRATEGIC ACCOUNT AGREEMENT WITH ARMSTRONG WORLD INDUSTRIES INC,
WHICH SECURES FAVORED PRICING FOR ACOUSTICAL CEILING MATERIALS USED ON SAVE-A-LOT
PROJECTS. CALL BARRY R BURNETT, COMMERCIAL STRATEGIC ACCOUNTS MANAGER-MIDWEST.
PHONE: 1-877-ARMSTRONG, OPTION 8, EXT. 8091 OFFICE: 513-398-9448
[email protected] FOR PRICING INFORMATION AND TO PLACE ORDERS.
DELIVER FOUR (4) ADDITIONAL CARTONS OF FLOOR TILE AND (4) CARTONS OF CEILING TILE, IN THE
SAME RUN AS USED IN FIELD, TO THE STORE MANAGER AT THE COMPLETION OF THE PROJECT FOR
ATTIC STOCK.
REMOVE SURFACE IMPERFECTIONS AND POWER-WASH THE FLOOR PRIOR TO APPLYING THE
CONCRETE SEALER (CS-1).
SAVE-A-LOT HAS A STRATEGIC ACCOUNT AGREEMENT WITH SHERWIN WILLIAMS PAINT COMPANY
AND BENJAMIN MOORE PAINTS, WHICH SECURES FAVORED PRICING FOR MATERIALS USED ON
SAVE-A-LOT PROJECTS. ALL PRODUCTS SPECIFIED - IN BOTH COLOR AND NAME - ARE OF
MANUFACTURE FROM THE SHERWIN WILLIAMS PAINT COMPANY AND BENJAMIN MOORE PAINTS. FOR
ANY CONCERNS OR QUESTIONS REGARDING THESE SPECIFICATIONS, PLEASE CONTACT SHERWIN
WILLIAMS ARCHITECTURAL ACCOUNT EXECUTIVE BRIAN BENSON AT (303) 794-8472 OR BENJAMIN
MOORE NATIONAL ACCOUNT DEPARTMENT AT (877) 626-5676 (SAVE-A-LOT IS NATIONAL ACCOUNT
NA - 060.)
SPECIFIED PAINT PRIME AND FINISH COATS ARE IN ADDITION TO SHOP PRIMING AND SURFACE
TREATMENTS PROVIDED BY OTHER TRADES PRIOR TO PAINTING. ALL SURFACE PREPARATION MUST
BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S PRODUCT DATA LITERATURE AND LABEL
INSTRUCTIONS. ALL SURFACES SHOULD BE CLEAN, DRY AND FREE OF ANY DIRT OR ADDITIONAL
FOREIGN CONTAMINATES. FOR ALL REPAINT AND REMODEL SITUATIONS THE PRIME COATS MAY BE
DELETED UNLESS COATING A BARE SURFACE. FOLLOW MANUFACTURERS' RECOMMENDED SURFACE
PREPARATION.
SCRAPE AND REPAINT ALL EXPOSED EXTERIOR STRUCTURAL COMPONENTS WITH A RUST INHIBITING
COATING. VERIFY WITH SAVE-A-LOT PROJECT MANAGER.
TOUCH-UP EXTERIOR PAINT AT NEW AND CLOSED OPENINGS CONSISTENT WITH ADJACENT
SURFACES.
EXTEND FLOOR TILE 4' INTO BACK ROOM AT DOORWAYS. PROVIDE 1/8" DIAMOND PLATE TRANSITION
ABUTTING THE TILE EDGE AND FLUSH W/ TILE SURFACE. FASTEN TRANSITION PLATE w/ 1/4" DRIVE
PINS.
PERIMETER WALLS IN SALES AREA, BACK ROOM AREA, OFFICE AND BREAK ROOM SHALL BE PAINTED
(PT-1): BACK ROOM AREA WALLS TO BE PAINTED TO A MINIMUM OF 14'-0" A.F.F.
KNEE WALL AND KNEE WALL TRIM SHALL BE PAINTED (PT-1).
INTERIOR COLUMNS SHALL BE PAINTED (PT-1).
DOORS AND FRAMES FOR THE OFFICE, BREAK ROOM, REST ROOMS, COILING OVERHEAD DOORS AND
EXIT DOORS SHALL BE PAINTED (PT-3).
FRAMES FOR THE UNI-FLEX DOORS SHALL BE PAINTED (PT-3).
CONTRACTOR TO PROVIDE FOR RESILIENT FLOORING TO BE STRIPPED, SEALED, WAXED (4 COATS),
AND BUFFED. PERFORM FINAL BUFFING THE NIGHT PRIOR TO OPENING.
PAINT CEILING DIFFUSERS TO MATCH THE CEILING.
PT-2: SHERWIN WILLIAMS - CUSTOM: REAL RED TINT BASE 640398673 (ONE GALLON) Y1- YELLOW 4 OZ
17/32 W1- WHITE 0 OZ 12/32 - USE AT GYPSUM DRYWALL (SALES AREA FRONT AND BACK
WALLS): TWO FINISH COATS OVER AN EXISTING FINISH OR PRIMER. PRIMER (IF NEEDED):
SHERWIN-WILLIAMS PROGREEN 200 INTERIOR LATEX PRIMER, GRAY P-2 DRYWALL PRIMER B28W600
(APPLIED @ 4 MILS WET; 1.5 MILS DRY), 1ST & 2ND COATS: SHERWIN-WILLIAMS DURATION HOME
INTERIOR ACRYLIC LATEX, SATIN FINISH (APPLIED @ 4 MILS WET; 1.7 MILS DRY),
PT-3: SHERWIN WILLIAMS SW 6081 DOWN HOME,OR BENJAMIN MOORE 1028 SPANISH BROWN - USE AT
DOORS AND FRAMES FOR THE OFFICE, BREAK ROOM, REST ROOMS, COILING OVERHEAD DOORS,
EXITS AND UNI-FLEX DOORS: TWO FINISH COATS OVER AN EXISTING FINISH OR A PRIMER. PRIMER
(IF NEEDED): SHERWIN-WILLIAMS PRO-CRYL UNIVERSAL METAL PRIMER, B66 SERIES (MIN.
APPLICATION @ 5.0 MILS WET; 2.0 MILS DRY), OR BENJAMIN MOORE - NO PRIMER REQUIRED - JUST
LIGHTLY SCUFF. 1ST & 2ND COATS SHERWIN-WILLIAMS PROCLASSIC XP INTERIOR ALKYD
SEMI-GLOSS ENAMEL B34W551 SERIES (APPLIED @ 4.0 MILS WET; 3.7 MILS DRY), OR BENJAMIN
MOORE - AURA SATIN, PRODUCT 526 (APPLIED @ 3.8 MILS WET: 1.5 MILS DRY)
PT-4: SHERWIN WILLIAMS SW 7006 EXTRA WHITE OR BENJAMIN MOORE -01 WHITE - USE AT CEILING
GRID, LIGHT FIXTURES AND DIFFUSERS IN SALES AREA: ONE FINISH COAT OVER EXISTING FINISH
OR PRIMER. PRIMER (IF NEEDED): SHERWIN WILLIAMS PREPRITE PROBLOCK INTERIOR LATEX
PRIMER/SEALER, B28W200 (APPLIED @ 4 MILS WET; 1.4 MILS DRY) FOR STAINED OR GLOSSY
AREAS ONLY OR BENJAMIN MOORE FRESH START ACRYLIC PRIMER, PRODUCT 023 (APPLIED @ 3.8
MILS WET; 1.1 MILS DRY.) FOR STAINED OR GLOSSY AREAS ONLY. 1ST COAT: SHERWIN WILLIAMS
PROGREEN 200 INTERIOR LATEX SEMI-GLOSS B31W600 SERIES (APPLIED @ 4 MILS WET, 1.4 MILS
DRY) OR BENJAMIN MOORE SUPER SPEC SEMI-GLOSS, PRODUCT 276 (APPLIED @ 3.8 MILS WET; 1.2
MILS DRY)
PT-5: USE AT EXPOSED CEILING DECK IN SALES FLOOR AND VESTIBULE (NEW CONSTRUCTION) AND/OR
EXISTING/NEW FOIL-FACED DUCT BOARD AND FLEX DUCT: ONE FINISH COAT EVENLY SPRAYED
OVER EXISTING FINISH OR PRIMER. APPLY PER RECOMMENDATIONS IN SPECIFICATIONS. PRIMER
(IF NEEDED): SHERWIN WILLIAMS PRO-CRYL UNIVERSAL METAL PRIMER, B66 SERIES (MIN.
APPLICATION @5.0 MILS WET; 2.0 MILS DRY), OR BENJAMIN MOORE ACRYLIC METAL PRIMER,
PRODUCT M04 (APPLIED @2.9-5.9 MILS WET; 1.5-2.5MILS DRY.) 1ST COAT: SHERWIN WILLIAMS
WATERBORNE ACRYLIC DRYFALL B42W42 (MINIMUM APPLICATION @ 7 MILS WET, 3.0 MILS DRY) OR
BENJAMIN MOORE SWEEP UP LATEX FLAT, PRODUCT M53 (APPLIED @ 3.8-6.2 MILS WET; 1.5-2.5
MILS DRY)
ALEXANDER CITY, AL
TYPE
FLOOR
08/23/10
FIN.
ROOM NAME
DATE:
MATL.
ROOM
NO.
1612 MILLS SQUARE
TYPE
REMARKS
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
FIN.
KEY NOTES
GAT
MATL.
HARDWARE
CHECKED:
FRAME
BY:
DOOR
DATE:
EXIST
/NEW
DESCRIPTION:
LOCATION
REV. NUMBER:
DOOR SIZE
CERTIFICATION:
ROOF ACCESSORIES
PROVIDE PRODUCTS BY ROOF PRODUCTS, INC. OR EQUAL
REINFORCED ROOF-CURB AND EQUIPMENT SUPPORT UNITS CAPABLE OF SUPPORTING SUPERIMPOSED
LIVE AND DEAD LOADS, INCLUDING EQUIPMENT LOADS AND OTHER CONSTRUCTION INDICATED ON
DRAWINGS
MINIMUM HEIGHT OF 12 INCHES UNLESS OTHERWISE INDICATED.
MANUFACTURER'S STANDARD COUNTERFLASHING
DOOR
NO.
(* SEE GENERAL & KEY NOTES BELOW)
BLM
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
DRYVIT SYSTEMS, INC.: OUTSULATION SYSTEM OR EQUAL
BACKER BOARD: 5/8" FIRESTOP TYPE X DENS-GLASS GOLD GYPSUM SHEATHING, BY GEORGIA PACIFIC
MOLDED, RIGID CELLULAR POLYSTYRENE BOARD INSULATION
ROOM FINISH SCHEDULE
DOOR SCHEDULE & NOTES
DRAWN:
ARCHITECTURAL SPECIFICATIONS
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
DOOR AND
ROOM FINISH
SCHEDULES
AND NOTES
SHEET NUMBER
A-5
BY:
NOT USED
3/16" PLATE x WALL WIDTH x
LENGTH OF OPENING PLUS 4"
BEARING EACH END - PROVIDE
1/2" dia x 4" HEADED STUDS @
2'-0" o/c - PLATE MAY BE (2)
PIECES & BUTT WELD
DOOR HEAD
1'-0"
2"
NEW CEILING DOOR AND
TRACK
EXISTING CONCRETE
FOOTING TO REMAIN
8"
SILICONE CAULK
AT WALL
NEW DOOR SILL AT EXIST WALL
GROUT JAMBS SOLID EACH
SIDE OF DOOR OPENING FULL
HEIGHT
#4 DOWELS @ 16"
o/c, ALL SIDES
SCALE:
3/4" = 1'-0"
USE FOR NEW OPENING IN
NEW MASONRY OR
EXISTING WALLS 6'-0" TO
12'-0" IN LENGTH
W8x24 WITH 5/16" x 11 1/2"
BOTTOM PLATE CONTINUOUS
L-3
EXISTING MASONRY
WALL BEYOND NEW
DOORS
#4 DOWELS x 1'-0" @
16" o/c DRILL INTO
EXIST CONC
12"
EXIST CONCRETE
FLR SLAB TO REMAIN
12"
FIN FLR EL
USE FOR NEW OPENING IN
EXISTING MASONRY WALLS
NOT TO EXCEED 5'-4"
NOTE;
USE ONLY IN CLIMATE
NOT SUSCEPTIBLE TO
SIGNIFICANT
FREEZE/THAW CYCLES
12"
4" CONCRETE SLAB, REINF
w/#4 @ 16" o/c E.W. w/2"
MINIMUM CLEAR COVER
BOTTOM
EXISTING CMU WALL TO
REMAIN
DOOR JAMB
L-2
NEW #3 DOWELS @ 2'-0" o/c
EACH SIDE AND STAGGERED DRILL AND EPOXY MINIMUM 4"
INTO EXISTING CONCRETE
EACH SIDE
5
NEW BOLLARD TYP. EACH
SIDE, SEE ARCH
(2)-L's-4x4x5/16 w/5/16"
CONT BOTTOM PLATE WIDTH TO SUPPORT BLOCK BEAR ANGLES MINIMUM 4"
EACH END
(3)-L's-4x4x5/16 w/5/16"
CONT BOTTOM PLATE WIDTH TO SUPPORT BLOCK
AND BRICK - BEAR ANGLES
MINIMUM 4" EACH END
L-4
(+)0'-0"
1/4"
3" @ 12" o/c
1/4"
3" @ 12" o/c
USE FOR NEW OPENING IN
EXISTING MASONRY WALLS
NOT TO EXCEED 5'-4" w/
BRICK
T/FND WALL
(-)0'-8"
8" MSNRY WALL
#4 DOWELS @
16" o/c
TFE
GROUT DOWELS
SOLID IN FND WALL
NON-FROST
SUSCEPTIBLE FILL
FROM BOTTOM FTG
ELEV TO SLAB BRG
16"
8"
MIN
3" @ 12" o/c
3/16"
BOLT STEEL LINTELS TO MASONRY w/(2)-5/8" dia HILTI KWIK BOLT 3 EXPANSION ANCHORS.
3.
FILL LINTEL BLOCK AND BOND BEAM LINTELS WITH GROUT.
4.
BEAR LINTEL BLOCK AND BOND BEAM LINTELS 8" MINIMUM ON GROUTED JAMBS.
5.
EXTEND BOTTOM PLATE FOR STEEL LINTELS THE WIDTH OF THE OPENING LESS 1/4" AT EACH
JAMB, UNO.
6.
STEEL LINTELS TO BEAR 8" ON 3/8" x 10"x 10" WIDE BEARING PLATES.
MIN
NEW 4" CONCRETE FLOOR
SLAB
NOT USED
5/8" dia PAINTED
STEEL INFILL RODS
POLYUREA JOINT FILLER
T/CONC PAD
EL VARIES
12"
4" O.C. TYP.
MC-10x8.4
INTERMEDIATE
CHANNEL
EXISTING CONCRETE
FLOOR SLAB
JOINT FILLER
STEEL PLATE LANDING WITH
MC-10x8.4 STEEL PERIMETER
CHANNELS ANCHORED TO WALLS
WITH 5/8" dia HILTI HLC SLEEVE
ANCHORS AT 16" o/c (MINIMUM
OF THREE ANCHORS)
NOTE:
PAINT ALL EXPOSED STEEL
VERIFY
T/EX. FND. WALL
(-)0'-8" TO
REMAIN
EXISTING FOUNDATION
WALL
EXISTING CONCRETE
PAD TO REMAIN
STEEL PIPE HANDRAIL
EACH SIDE, TYP
7
SEE 7/S-1 FOR HANDRAIL
TYPICAL
4" CONCRETE SLAB
REINF w/#4 @ 16" o/c
E.W. w/2" MINIMUM
CLEAR COVER BOTTOM
PROVIDE ADDITIONAL
W12x26 ONLY IF GUARD
RAIL IS REQUIRED
NEW W12x26 EACH
SIDE OF NEW
CONDENSER FRAMES
1/4"
TOP SLAB
(+)0'-0"
TOP WALL
(-)0'-8"
#4 DOWELS
@ 16" o/c
24"
8" CONCRETE
WALL - DO- REINF
8"
2" @ 6" o/c TYP ALL
NOTE:
PLACE ONE CURB FOR
NEW HVAC UNITS ON
AN EXISTING BEAM
OR GIRDER LINE
NOT USED
NEW CONTINUOUS EQUIPMENT
CURB MINIMUM (2)-2x8's
REFERENCE SHEET M-1 FOR
NEW HVAC REQUIREMENTS
NEW WOOD BLOCKING SHIM
AT JOIST TOP CHORD ONLY
REMOVE AND REPLACE TO
EXISTING CONDITION AFTER
STAIR INSTALLATION
SECURE NEW CURB TO SHIM
8" CONCRETE WALL, REINF
w/#4 @ 16" o/c VERT & #4
@ 12" o/c HORIZ - DOWELS
TO MATCH WALL VERTS
1'-8" WIDE x 1'-0 DEEP
CONTINUOUS CONCRETE
FOOTING, REINF w/(2)-#4
BOTTOM
SCALE:
3/4" = 1'-0"
EXTERIOR CONCRETE STAIR
EXISTING STEEL JOIST
NOTE:
JOIST CHORDS ARE NOT
DESIGNED FOR CONCENTRATED
LOADS. EITHER PLACE LOADS
AT JOIST PANEL POINTS OR
ADD EXTRA WEB MEMBER FROM
POINT OF LOAD TO NEAREST
JOIST PANEL POINT ON
OPPOSITE CHORD
EXISTING BEAM
OR GIRDER
NEW (2)-L's 2x2x3/16" EXTRA
WEB MEMBER AT CONCENTRATED
LOADS FIELD WELD
EXTRA WEB MEMBER @ CONCENTRATED LOADS ON JOIST TOP CHORD
2
EXTRA WEB MEMBER AT JOIST
SCALE:
3/4" = 1'-0"
EXISTING STEEL
JOIST AND ROOF
DECK
REINF EXISTING STEEL BEAM
w/ (4) L's-2 1/2x2 1/2x1/4
12'-0" LONG CENTERED @ BEAM
MID-SPAN @ EACH EXISTING
BEAM SUPPORTING A NEW
CONDENSER
EXISTING STEEL BEAM
REINF AS SHOWN
CONCRETE DOCK SLAB
REINF w/#4 @ 16" o/c
E.W. OR FIBERS
5/16"x 1 1/2"
EXISTING MASONRY
WALLS TO REMAIN
SCALE:
3/4" = 1'-0"
EXISTING ROOF DECK
ANGLES
8
ROOF OPENING FRAME
1/8"
NON-FROST
SUSCEPTIBLE
FILL
24"
TFE
SEE PLAN
1
IN
24"
#4 DOWELS
@ 16" o/c
SHOP FABRICATE IN
ACCORDANCE WITH JOIST
SPACING, VERIFY IN FIELD
OR PROVIDE 20' STOCK
LENGTHS AND FIELD CUT
EXISTING STEEL
JOIST TOP
CHORD
M
NEW 5" dia STD PIPE
COLUMNS w/1/2"x 8" x
11" CAP AND BOTTOM
PLATES & (4)-5/8" dia
HILTI KWIK BOLT 3
EXPANSION ANCHORS
w/MIN 4" EMBEDMENT IN
GROUTED MASONRY EXTEND STEEL COLUMN
TO TOP MASONRY WALL
OR STEEL BEAM TOP
FLANGE
CONCRETE STAIRS, REINF
w/#4 @ 16" o/c E.W. & #4
NOSING BARS, TYP
2" CLR
(1) W8x10 @ CONDENSER
MID-LENGTH w/(1) BAY
1/2" dia ROD X-BRACING
AT BEAM MID-DEPTH
SEE ARCH
CL 2"
4" R
NOT TO EXCEED 36'-0"
SCALE:
1/2" = 1'-0"
ALL NEW FRAMING
ANGLES SHALL BE
3x3x1/4
NOTE: VERIFY OPENING SIZES
AND PROVIDE FRAMES AT ALL
ROOF OPENINGS LARGER
THAN 12" BOTH WAYS
12"dia x 30" DEEP CONCRETE
PIERS - (2) SUCH
EXTERIOR STEEL STAIR
EXISTING STEEL
JOIST TOP CHORD
ONE OR BOTH MEMBERS MAY
BE ELIMINATED DEPENDING
ON OPENING WIDTH - FIELD
CUT AS REQUIRED FROM
STOCK LENGTHS
WELD ALL 3x3 ANGLE
CONNECTIONS
MC-10x8.4 CHANNEL STRINGER
WELD TO LANDING
SEE ARCH
SCALE:
3/4" = 1'-0"
TYP
ALL
3/16"
NEW L-3x3x1/4 x
0'-6" LONG (4)
SUCH
11" 12"
(2) - 3" dia STEEL PIPE
SUPPORTS WITH 6" x 6" x
1/4" STEEL BASE PLATE ON 1"
MINIMUM LEVELING GROUT
ANCHOR w/(4)-1/2"dia
COILING DOOR AT SILL
1/8"
STEEL TREAD
NOTE;CONTRACTOR TO
CHOOSE LEAST
EXPENSIVE OF DETAILS
7 & 8 FOR STAIR
SELECTION
DOWEL NEW SLAB TO
EXISTING w/ 1/2" dia x
16" REBAR @ 12" o/c
SCALE:
3/4" = 1'-0"
NEW STOOP @ EXIST WALL
3'-0"
MIN
6
8"
1"
NOTE:
ANGLE NOT REQUIRED WHEN
EXISTING SLAB IS AT DOOR
SILL HEIGHT
1'-8"
2.
3'-0"
1"
NEW PLATE 3/16" x 1'-2" x 6'-0"
WIDE ANCHORED INTO CONC
SLAB w/ (2)-1/2" dia x 2 1/2"
HEADED STUDS @ 12" o/c
WELDED TO BOTTOM OF PLATE
VERIFY
NEW L-4x4x5/16 w/ 3/8" dia
x 4" HEADED STUDS @ 8"
o/c EMBEDDED INTO CONC
@ DOOR WIDTH ONLY
12
SEE ARCHITECTURAL FOR MASONRY OPENING WIDTHS.
NEW DOOR, SEE ARCH
2" CLR
TYP
1'-8" WIDE x 1'-0"
DEEP CONC FTG
w/(2)-#4 BOTT CONT
NEW 2500 psi CONCRETE
FLOOR PATCH
1.
EXISTING CONCRETE
FOOTING TO REMAIN
NOTE;
USE ONLY IN CLIMATE
SUSCEPTIBLE TO
SIGNIFICANT
FREEZE/THAW CYCLES
SEE PLAN
1'-0"
LINTEL NOTES
EXIST FOUNDATION
WALL TO REMAIN
SHALL NOT
EXCEED 6'-0"
COILING DOOR HEAD & JAMB
#4 DOWELS x 1'-0" @
16" o/c DRILL INTO
EXIST CONC
VARIES
11
SCALE:
3/4" = 1'-0"
SAW CUT AND FILL w/JOINT
FILLER PER MANUFACTURERS
RECOMMENDATIONS
EXISTING ROOF DECK
NEW (2)-L's 2x2x3/16
EXTRA WEB MEMBER
AT CONCENTRATED
LOADS FIELD WELD
EXISTING STEEL JOIST
1/8"
3"
NEW CONDENSER SUPPORT OPTIONS:
NOTE:
CONTROL JOINT SPACING
NOT TO EXCEED 15'-0" o/c
COVER
FIN FLR EL
5" MIN.
NEW CONDENSER SUPPORT
EXISTING FLOOR
SLAB
NEW (2)-L's 3x3x1/4
w/DOUBLE NUT OR
COMPARABLE UNI-STRUT
NEW 1/2"dia HANGER
ROD w/DOUBLE NUT
TOP AND BOTTOM
(IN ORDER OF PREFERENCE)
A. ON GRADE AT REAR OF EXISTING BUILDING IF AVAILABLE.
B. ON EXISTING SUPPORT FRAMING PREVIOUSLY ABANDONED.
C. ON EXISTING ROOF PER THIS DETAIL.
13
NOTE:
JOIST CHORDS ARE NOT
DESIGNED FOR CONCENTRATED
LOADS. EITHER PLACE LOADS
AT JOIST PANEL POINTS OR
ADD EXTRA WEB MEMBER FROM
POINT OF LOAD TO NEAREST
JOIST PANEL POINT ON
OPPOSITE CHORD
6"
NOT USED
NOTE:
LOCATE NEW CONDENSER UNITS A
MINIMUM OF 10'-0" FROM ROOF EDGE
OR PROVIDE NEW GUARD RAIL.
SCALE:
3/4" = 1'-0"
9
COMPACT EXISTING
SUBGRADE PRIOR TO
CONCRETE POUR
EXTER CONC PAD CONTROL JT
SCALE:
1 1/2" = 1'-0"
@ HANGER ROD
EXTRA WEB MEMBER @ CONCENTRATED LOADS ON JOIST BOTTOM CHORD
3
EXTRA WEB MEMBER @ JSTS
NOTE:
REPLACE DAMAGED VAPOR RETARDER
IF PRESENT. LAP MINIMUM 6" OVER
EXISTING EDGES
CONCRETE FLOOR SLAB
PATCH, SEE 4/S-1
EXISTING BITUMINOUS
PAVING TO REMAIN
(+)0'-0"
CONCRETE PAD - REINF
w/#4 @ 16" o/c E.W. OR
FIBERS
8"
NEW CONCRETE FLOOR SLAB
PATCH, REINF w/#3 @ 16" o/c
E.W. OR SYNTHETIC FIBERS
REINFORCE ONLY AT WIDTHS
EXCEEDING 2'-6"
EXISTING SLAB
3"
6"
MIN TYP
NOT USED
NOTE:
NEW CONCRETE STRENGTH
2500 psi @ 28 DAYS
NEW FLOOR PATCH
EXISTING SLAB
SCALE:
3/4" = 1'-0"
STRUCTURAL FILL
IN FLOOR ACCESS PIT
AND COVER, VERIFY
SIZES REQUIRED
COMPACT EXISTING
SUBGRADE PRIOR TO
CONCRETE POUR
PVC PIPE, SEE PLAN
14
TYPICAL REFRIGERATION PIT
SCALE:
3/4" = 1'-0"
10
EXTER CONC PAD AT EDGE
SCALE:
1 1/2" = 1'-0"
SLUSH NEW CONCRETE
UNDER EXISTING SLAB
REPLACE DISTURBED
SOIL WITH CONCRETE
4
FLOOR SLAB PATCH
NEW 1/2" dia DOWELS x 16"
LONG @ 24" o/c - DRILL AND
EPOXY INTO EXISTING FLOOR
SLAB - STAGGER SIDES - NOT
REQUIRED AT WIDTHS LESS
THAN 16"
SCALE:
1 1/2" = 1'-0"
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
COILING DOOR ANCHORED
TO MASONRY BY OTHERS
NEW BENT PLATE 1 1/2" x 12" x
3/16" x FULL DOOR HEIGHT w/
1/2" dia x 4" HEADED STUDS @
2'-0" o/c COORDINATE HEIGHT
WITH DOOR OPENING AND DOOR
HARDWARE - PAINT BY GC
EXISTING FOUNDATION
WALL TO REMAIN
GROUT DOWELS SOLID IN
EXISTING FOUNDATION
WALL
TOP OPENING
SEE ARCH
1.0
1.0
MPH
PSF
1.0
PSF
PSF
I
%g
%g
D
FOUNDATION/SOILS NOTES
22. FINISH FLOOR ELEVATION ASSUMED ---------------------------------------------------------- (+) 0'-0"
23. SOIL BEARING CAPACITY ASSUMED ------------------------------------------------------------ 2000 PSF
24. FOOTING ELEVATIONS SHOWN ARE THE TOP OF FOOTING ELEVATIONS (T.F.E.) REFERENCED FROM
FINISHED FLOOR ELEVATION.
25. CONSTRUCT FOOTINGS TO COMPLEMENT CENTERING OF WALLS AND COLUMNS.
26. BRACE FOUNDATION WALLS AND RETAINING WALLS BEFORE BACKFILLING AND COMPACTION
OPERATIONS.
27. CROSS REFERENCE STRUCTURAL AND ARCHITECTURAL DRAWINGS TO ASSURE PROPER
DIMENSIONING AND PLACEMENT OF ANCHOR BOLTS, INSERTS AND OTHER RELATED EMBEDMENTS.
28. COORDINATE FLOOR SLAB CONTROL JOINT AND CONSTRUCTION JOINT LAYOUT WITH FLOOR
FINISH PLAN. ALIGN CONCRETE JOINTS WITH FLOOR FINISH JOINTS.
29. DROP FOOTINGS BELOW UTILITIES WHERE SUBSEQUENT EXCAVATIONS WILL UNDERMINE
FOOTINGS. VERIFY LOCATIONS.
30. PROVIDE 1" OVERSIZED SLEEVE FOR PIPES PENETRATING FOUNDATION WALLS.
31. SEE ARCHITECTURAL DRAWINGS FOR FOUNDATION WALL INSULATION.
SITE CONCRETE NOTES
32. ALL EXTERIOR CONCRETE TO BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
PROVIDE AIR-ENTRAINMENT AT 4 PERCENT - 6 PERCENT AND WATER/CEMENT RATIO NOT TO
EXCEED 0.45. HRWR ADMIXTURES ARE ACCEPTABLE WITHIN MANUFACTURER'S RECOMMENDED
DOSAGE AND MAXIMUM SLUMP OF 5".
33. ALL REINFORCING BARS TO BE Fy = 60 KSI
34. FOR CONCRETE COVER AND BAR LAPS REFERENCE - BUILDING SHELL CONCRETE.
BUILDING SHELL CONCRETE NOTES
35. ALL BUILDING SHELL CONCRETE, EXCEPT PATCHING OF FLOOR SLABS, TO BE MINIMUM 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS WITH WATER/CEMENT RATIO NOT TO EXCEED 0.50. HRWR
ADMIXTURES ARE ACCEPTABLE WITHIN MANUFACTURER'S RECOMMENDED DOSAGE AND MAXIMUM
SLUMP OF 5".
36. FOR FULL DEPTH PATCHING OF FLOOR SLABS, CONCRETE STRENGTH TO BE 2500 PSI.
37. ALL REINFORCING BARS TO BE Fy = 60 KSI.
38. MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ----------------------3"
b. EXPOSED TO EARTH OR WEATHER:
No. 6 BAR & LARGER ----------2"
No. 5 BAR & SMALLER --------- 1 1/2"
c. NOT EXPOSED TO EARTH OR WEATHER:
SLABS, WALL, JOISTS ---------1"
BEAMS & COLUMNS --------- --------- 1 1/2"
39. SPLICED REINFORCING LAPS: NO. 6 BAR & SMALLER -------------38 BAR DIAMETERS
NO. 7 BAR & LARGER ---------------48 BAR DIAMETERS
NOTE: MECHANICAL AND WELDED SPLICES ARE PERMITTED.
40. PROVIDE CORNER BARS TO MATCH SIZE & SPACING OF HORIZONTAL REINFORCING AT
INTERSECTING REINFORCED CONCRETE WALLS.
41. OPENINGS IN STRUCTURAL MEMBERS NOT SHOWN ON CONSTRUCTION DOCUMENTS AND
CONSTRUCTION JOINTS IN STRUCTURAL MEMBERS PERPENDICULAR TO MAIN FLEXURAL
REINFORCING ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF S.E.R..
42. REPAIR ALL CRACKS, HOLES AND OPENINGS THAT WOULD DELAY PERMITTING OR HEALTH
DEPARTMENT APPROVALS. USE APPROPRIATE ARDEX MATERIALS OR EQUAL.
MASONRY NOTES
43. HOLLOW CMU ASTM C-90 UNIT STRENGTH -------------------------------------------------- 1900 PSI
44. ALL REINFORCING BARS TO BE ---------------------------------------------------------------- Fy = 60 KSI
45. MORTAR ----------------------------------------------------------------------------------------TYPE 'S'
46. GROUT ------------------------------------------------------------------------------------------2000 PSI
47. SPLICED REINFORCING LAPS: NO. 4 BAR -------------------------------------------28"
NO. 5 BAR -------------------------------------------36"
NO. 6 BAR -------------------------------------------48"
NOTE: MECHANICAL AND WELDED SPLICES ARE PERMITTED.
48. REFER TO ACI 530 AND ACI 530.1 FOR MINIMUM CONSTRUCTION REQUIREMENTS.
49. REFERENCE LINTEL SCHEDULE FOR MASONRY LINTEL REQUIREMENTS.
50. CLOSE OPENINGS IN EXISTING MASONRY WALLS NOTED ON DRAWINGS WITH MASONRY UNITS
MATCHING EXISTING CONSTRUCTION.
STRUCTURAL STEEL NOTES
51. WIDE FLANGE BEAMS -------------------------------------------------------------------------- Fy = 50 ksi
52. CHANNELS, ANGLES, PLATES ----------------------------------------------------------------- Fy = 36 ksi
53. HIGH STRENGTH BOLTS ---------------------------- ASTM A-325 ----------------------------'N' TYPE
54. ANCHOR RODS -------------------------------------- ASTM A-307 ---------------------------- Fy = 36 ksi
55. SQUARE OR RECTANGULAR HSS ------------------- ASTM A-500 gr 'B' -------------------- Fy = 46 ksi
56. STEEL PIPE ------------------------------------------ ASTM A-53 ----------------------------- Fy = 35 ksi
57. STEEL ROOF DECKING ----------------------------- GRADE 33 ------------------------------ Fy = 33 ksi
58. STEEL FLOOR FORM DECKING --------------------- GRADE 80 ------------------------------ Fy = 80 ksi
59. STEEL STUDS --------------------------------------- ASTM A1003 --------------------------- Fy = 33 ksi
60. EXPANSION ANCHORS:
a. CONCRETE: HILTI HSL OR HSL-3 HEAVY DUTY SLEEVE ANCHOR OR HILTI KWIK
BOLT 3 OR KWIK BOLT TZ EXPANSION ANCHOR (HIGH SEISMIC).
b. HOLLOW CORE CONCRETE: HILTI HDI-P DROP-IN ANCHORS
c. GROUT FILLED CONCRETE BLOCK: HILTI KWIK BOLT 3 OR HILTI KWIK BOLT TZ
EXPANSION ANCHOR
d. UNGROUTED CONCRETE BLOCK: HILTI HLC SLEEVE ANCHOR
61. ALL WELDING WILL BE BY "AWS" CERTIFIED WELDERS. WELDERS SHALL BE CERTIFIED FOR
POSITION REQUIRED BY THE WORK.
62. DESIGN BEAM CONNECTIONS IN ACCORDANCE WITH THE NINTH EDITION OF AISC MANUAL OF
STEEL CONSTRUCTION, FOR MAXIMUM BEAM END REACTION.
63. FIELD ALTERATIONS OF STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN
APPROVAL OF STRUCTURAL ENGINEER OF RECORD.
64. BEAR STEEL BEAMS AND STEEL LINTELS A MINIMUM OF 8" ON CMU ELEMENTS. GROUT CELLS THE
WIDTH OF THE WALL x 16 INCHES LONG FROM FOOTING TO BEAM BEARING.
STRUCTURAL WOOD NOTES
65. ALL WOOD FRAMING ELEMENTS, INCLUDING BEAMS, PURLINS, COLUMNS AND DECKING
TO BE STRUCTURAL GRADE: MINIMUM MODULUS OF ELASTICITY---------------- E = 1,500,000 PSI
MINIMUM EXTREME FIBER BENDING -------------- Fb =
1,200 PSI
MINIMUM COMPRESSION PARALLEL --------------- Fc =
1,000 PSI
ROOF FRAMING NOTES
66. VERIFY ACTUAL WEIGHTS AND LOCATIONS OF ROOF SUPPORTED MECHANICAL AND
REFRIGERATION EQUIPMENT WITH PLANS. REPORT DISCREPANCIES TO S.E.R..
67. PROVIDE STEEL ANGLE FRAME AT ROOF DECK OPENINGS LARGER THAN 12" IN EITHER DIRECTION
PER DETAIL THIS SHEET.
68. ELEVATIONS SHOWN THUS (+)22'-0" ARE REFERENCED FROM FINISHED FLOOR ELEVATION.
69. CONTRACTOR SHALL PROVIDE SHORING AND TEMPORARY SUPPORT AT NEW OPENINGS WHEN
SETTING NEW LINTELS/BEAMS.
70. BRACE, WITHOUT OVERSTRESSING, STRUCTURAL ELEMENTS DURING CONSTRUCTION TO
COMPLETE NEW SCOPE OF WORK.
FLOOR NOTES
71. REPAIR EXISTING FLOOR SUCH THAT DEFECTS DO NOT TELEGRAPH THROUGH THE NEW FLOOR
COVERING. USE ARMSTRONG, PORTLAND CEMENT BASED PATCHING MATERIAL (4000 PSI
MINIMUM). USE THE ARMSTRONG PRODUCT APPROPRIATE FOR EACH APPLICATION SUCH AS, S-183
FAST SETTING CEMENT BASED UNDERLAYMENT; S-184 FAST SETTING CEMENT BASED PATCH AND
SKIM COAT; OR S-194 PATCH, UNDERLAYMENT AND EMBOSSING LEVELER EITHER WITH OR
WITHOUT S-195 UNDERLAYMENT ADDITIVE. CONSULT ARMSTRONG PRODUCT SUPPLIER FOR
APPROPRIATE PRODUCTS AND ASSOCIATED APPLICATIONS.
72. FOR POLISHED CONCRETE FLOOR FINISH, FOLLOW POLISHING GUIDELINES BELOW:
a. START PROCESS WITH 40 GRIT METAL BONDED DIAMOND PASS IN ORDER TO REMOVE
EXISTING MASTICS AND ADHESIVES. THIS PROCESS SHOULD PRODUCE UNIFORM SCRATCH
PATTERN RESULTING IN UNIFORM - CHALKING - OF CONCRETE SURFACE.
b. REPAIR AND FILL SURFACE CRACKS AND HOLES AS NECESSARY USING MATERIALS
DESIGNED FOR SHALLOW REPAIR. USE EPOXY MATERIALS AND BLEND AS BEST AS
POSSIBLE TO SURROUNDING CONCRETE. REPAIRS WILL NOT BE PERFECT MATCH TO
CONCRETE. GRIND REPAIRS FLUSH WITH SURROUNDING SURFACES.
c. CONTINUE MECHANICAL GRINDING PROCESS USING 80 GRIT METAL BONDED DIAMOND
PASS.
d. FINISH MECHANICAL GRINDING PROCESS USING 150 GRIT METAL BONDED DIAMOND PASS.
e. INSTALL PENETRATING DENSIFIER PER MANUFACTURER'S RECOMMENDATION.
f. BEGIN POLISHING PROCESS WITH 100 GRIT RESIN BONDED DIAMOND PASS. PROVIDE
MINIMUM 50% OVERLAP AND POLISH AT RATE FOR EVEN SCRATCH PATTERN FOR ALL
PHASES.
g. CONTINUE POLISHING PROCESS WITH 200 GRIT RESIN BONDED DIAMOND PASS.
h. CONTINUE POLISHING PROCESS WITH 400 GRIT RESIN BONDED DIAMOND PASS.
i. CONTINUE POLISHING PROCESS WITH 800 GRIT RESIN BONDED DIAMOND PASS.
j. FINISH POLISHING PROCESS WITH 1500 GRIT RESIN BONDED DIAMOND PASS.
k. APPLY PROTECTIVE SURFACE TREATMENT USING MICROFIBER APPLICATOR.
l. HIGH SPEED BURNISH WITH 1500 GRIT DIAMOND IMPREGNATED BURNISHING PAD TO
COMPLETE FLOOR FINISH
m. POLISH FLOOR SURFACE FINISH EDGES NEAR STATIONARY OBJECTS, INCLUDING INTERIOR
PARTITION WALLS.
ALEXANDER CITY, AL
NEW MASONRY LINTEL REINF
w/(2)-#5 TOP AND BOTTOM,
BEAR MINIMUM 8" ON
EXISTING MASONRY EACH
SIDE OF NEW OPENING
PSF
PSF
PSF
PSF
PSF
08/23/10
(-)0'-8"
DESIGN LOADS
3. TOTAL BASIC ROOF DESIGN LOAD -------------------------------------------------------------4. BASIC ROOF DESIGN DEAD LOAD - (UNIFORMLY DISTRIBUTED) ----------------------------5. BASIC ROOF DESIGN LIVE LOAD - (PLUS SNOW DRIFTING) ---------------------------------6. Pg -------------------------------------------------------------------------------------------------7. Pf --------------------------------------------------------------------------------------------------8. Ce -------------------------------------------------------------------------------------------------9. I ---------------------------------------------------------------------------------------------------10. Ct -------------------------------------------------------------------------------------------------11. BASIC WIND SPEED (3 SECOND GUST) --------------------------------------------------------12. WIND PRESSURE (MWFRS) ----------------------------------------------------------------------13. EXPOSURE FACTOR -----------------------------------------------------------------------------14. WIND IMPORTANCE FACTOR --------------------------------------------------------------------15. COMPONENTS AND CLADDING DESIGN WIND PRESSURE ------------------------------------16. NET UPLIFT ---------------------------------------------------------------------------------------17. SEISMIC USE GROUP ----------------------------------------------------------------------------18. SEISMIC DESIGN CATEGORY --------------------------------------------------------------------19. Ss -------------------------------------------------------------------------------------------------20. S1 -------------------------------------------------------------------------------------------------21. SITE CLASS ----------------------------------------------------------------------------------------
DATE:
T/FND WALL
1612 MILLS SQUARE
(+)0'-0"
USE FOR NEW OPENING IN
NEW MASONRY WALLS NOT
TO EXCEED 5'-4"
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
12" x 8" DEEP LINTEL BLOCK
REINFORCE w/(2)-#5
BOTTOM CONTINUOUS
L-1
tgp
FIN FLR EL
APPLICABLE CODES
1. INTERNATIONAL BUILDING CODE (IBC) 2006; ASCE 7-05; 2008 ACI FOR CONCRETE AND MASONRY;
AISC 9TH EDITION FOR STEEL; STEEL JOIST INSTITUTE; STEEL DECK INSTITUTE.
2. STATE, COUNTY, CITY AND LOCAL CODES AS APPLICABLE FOR THIS CONSTRUCTION.
CHECKED:
EXISTING CONCRETE
FLOOR SLAB TO REMAIN
REMARKS
DATE:
REMOVE EXISTING MASONRY
WALL AS REQUIRED FOR
INSTALLATION OF NEW LINTEL
SALVAGE AS REQUIRED FOR
REUSE
DETAIL
DESCRIPTION
DESCRIPTION:
EXISTING EXTERIOR
SIDEWALK TO REMAIN
LINTEL
NUMBER
REV. NUMBER:
GROUT SOLID AT DOOR
HOUSING
GENERAL NOTES
LINTEL SCHEDULE
CERTIFICATION:
EXISTING WALL TO BE
REMOVED FOR NEW
DOOR SYSTEM
FILL LEVEL w/ NEW 2500 psi
CONCRETE
mjw
EXISTING MASONRY WALL
TO REMAIN
DRAWN:
NOTE:
SEE ARCHITECTURAL
DRAWINGS FOR LOCATION
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
STRUCTURAL
NOTES AND
DETAILS
SHEET NUMBER
S-1
BY:
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
DATE:
DESCRIPTION:
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
REV. NUMBER:
CERTIFICATION:
G
F
E
C
D
B
A
174'-2"
20'-5"
30'-8"
20'-9"
15'-0"
30'-0"
12'-2"
30'-0"
30'-0"
1'-0"
12'-2"
149'-7"
14'-8"
134'-11"
6or7
S-1
16'-0"
33'-1"
NEW STAIR, SEE 6 &
7/S-1, USE MOST COST
EFFECTIVE DETAIL
6"
NOTE:
THE ASSUMPTION IS THAT THE PRIMARY ROOF
FRAMING ELEMENTS ARE ON THE LETTERED GRIDS.
IF ON NUMBERED GRIDS, RE-ORIENT CURBING AND
DUNNAGE FRAMING AND DETAILS 90 DEGREES.
DOES NOT AFFECT DOCK CANOPY FRAMING.
1
NEW RTU - 800#
PROVIDE (2) WOOD CURBS x 15'-0"
LONG SPANNING MNIMUM (3)
EXISTING BAR JOISTS - REINF BAR
JOISTS PER DETAIL 2/S-1
NEW L-2 LINTEL
3
STORE NUMBER
25'-10"
20'-0"
ALEXANDER CITY, AL
58'-11"
NEW L-2 LINTEL
NEW RTU - 1600#
PROVIDE (2) WOOD CURBS x 20'-0"
LONG SPANNING MNIMUM (4)
EXISTING BAR JOISTS - REINF BAR
JOISTS PER DETAIL 2/S-1
08/23/10
1612 MILLS SQUARE
NOTE:
FIRST OPTION FOR
CONDENSER LOCATION
IS ON GRADE
NEW RTU - 800#
PROVIDE (2) WOOD CURBS x 15'-0"
LONG SPANNING MNIMUM (3)
EXISTING BAR JOISTS - REINF BAR
JOISTS PER DETAIL 2/S-1
DATE:
90'-1"
PROVIDE (1)W8x15 PER ONE
PAIR OF CONDENSER LEGS AS
REQUIRED TO EXTEND ACROSS
EXISTING SUPPORT FRAMING.
43'-0"
EXISTING DUNNAGE
VERIFY SIZE AND
LOCATION
NEW RTU - 1600#
PROVIDE (2) WOOD CURBS x 20'-0"
LONG SPANNING MNIMUM (4)
EXISTING BAR JOISTS - REINF BAR
JOISTS PER DETAIL 2/S-1
PRIMARY FRAMING DIRECTION
NOTE:
PROVIDE HANDRAIL AT
ROOF EDGE AT CONDENSER
LOCATIONS, IF CONDENSER
IS LESS THAN 10' FROM
ROOF EDGE
PRIMARY FRAMING DIRECTION
PLACE NEW
CONDENSER UNIT 3000# - 4500# ON
EXISTING DUNNAGE
PRIMARY FRAMING DIRECTION
84'-8"
NEW L-3 LINTEL
DRAWN:
CONDENSER
LOCATION SHOULD
BE FIELD VERIFIED
tgp
2
CHECKED:
NEW L-2 LINTEL
mjw
NEW 4'-0"x 4'-0" POURED
CONCRETE PAD ON
EXISTING CONCRETE SLAB
(VERIFY DEPTH REQUIRED)
31'-8"
21'-3"
NEW L-2 LINTEL
PROJECT NUMBER
03510-01
1'-0"
SHEET TITLE
1'-0"
4
REAR
NORTH
RIGHT
14'-1"
FRONT
20'-1"
8"
11'-1"
3'-11"
1'-0"
137'-5"
1'-0"
SHEET NUMBER
1'-0"
189'-3"
LEFT
1
STRUCTURAL
PLAN
STRUCTURAL PLAN
SCALE:
1/8" = 1'-0"
S-2
G
F
E
C
D
B
A
4.
CONTRACTOR SHALL FIELD VERIFY BUILDING & SITE SEWER DEPTHS PRIOR TO STARTING WORK.
NOTIFY ARCHITECT/ENGINEER IF DEPTHS ARE INADEQUATE.
5.
VERIFY ROUGH-IN INFORMATION FOR EQUIPMENT & CASES WITH EQUIPMENT SUPPLIER.
6.
VERIFY EXACT LOCATIONS OF ROOF & FLOOR OPENINGS FOR DRAINS & VENTS.
7.
COORDINATE PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS.
8.
COORDINATE ALL WASTE PIPING TO AVOID REFRIGERATION TRENCHING. REFER TO REFRIGERATION
PLAN FOR PIT LOCATIONS.
9.
VERIFY FOOTING LOCATIONS, SIZES, & DEPTHS PRIOR TO WASTE PIPE INSTALLATION. WHERE
FOOTINGS ARE ENCOUNTERED, OFFSET DRAIN & DRAIN PIPING TO AVOID FOOTING.
10.
VERIFY FLOOR DRAIN LOCATIONS FOR REFRIGERATED CASES AND TRADE EQUIPMENT WITH PROJECT
MANAGER AFTER REFRIGERATION CONTRACT IS AWARDED.
11.
INSTALL VENTS THROUGH ROOF A MINIMUM OF 10'-0" FROM PARAPET WALLS & FRESH AIR INTAKES
ON HVAC-UNITS. VENTS THRU ROOF SHALL BE 3" MINIMUM IN FREEZING CLIMATES, OR AS NOTED ON
PLAN.
12.
ROUTE VENT AND OTHER SERVICE PIPING ABOVE THE CEILING UNLESS NOTED OTHERWISE. ROUTE
PIPING IN EXPOSED AREAS UP AS HIGH AS POSSIBLE.
13.
ROUTE SOIL, WASTE & DRAIN PIPING BELOW THE FLOOR, UNLESS NOTED OTHERWISE.
14.
SILICONE SEAL ALL PLUMBING FIXTURES TO WALL.
15.
UNDERGROUND PIPING SHALL BE 3" MINIMUM.
16.
PROVIDE FINAL CONNECTIONS TO NEW PLUMBING FIXTURES. VERIFY CONNECTIONS.
17.
PROVIDE FINAL CONNECTIONS FOR CONDENSATE DRAIN LINES FROM PROCESS EQUIPMENT, CASES, &
COOLERS TO FLOOR DRAINS.
18.
SANITARY SEWER PIPING SHOWN IS BASED ON 1/8" PER FOOT PIPE SLOPE FOR ALL PIPING 3" AND
LARGER. FIELD VERIFY BUILDING SEWER LOCATION AND INVERT ELEVATIONS.
19.
VERIFY AND CAP-OFF UNUSED CONDENSATE DRAINS AT COMPLETION OF THE WORK.
20.
INSTALL STAINLESS STEEL PREP SINKS, COUNTER SINKS, HAND SINKS & ASSOCIATED FIXTURES,
UNLESS NOTED OTHERWISE.
21.
LOCATE FLOOR DRAINS UNDER REFRIGERATED CASES NOT LESS THAN 30", MEASURED SIDE TO SIDE,
FROM THE CENTERLINE OF THAT CASE.
22.
CONDENSATE PIPING SHALL SLOPE AT 1/8" PER FOOT MINIMUM.
23.
PROVIDE CLEANOUTS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CODE.
ACCESSIBILITY TO CLEANOUTS SHALL BE MAINTAINED. ADJUST CLEANOUT COVER FLUSH WITH
FINISHED FLOOR.
24.
PROVIDE ACCESS DOORS TO ALL INACCESSIBLE CLEANOUTS.
25.
ALL SANITARY WASTE & VENT PIPING SHALL BE NO-HUB CAST IRON WITH STAINLESS STEEL
CLAMPING BANDS OR SCHEDULE 40 PVC DRAIN, WASTE, & VENT WITH SOLVENT WELD SOCKET
FITTINGS. SUPPORT ALL PIPING IN ACCORDANCE WITH TABLE 308.5, 2009 INTERNATIONAL PLUMBING
CODE.
26.
ALL HUB DRAIN ASSEMBLIES SHALL EXTEND ABOVE FINISHED FLOOR AS SHOWN ON DETAIL 1/P4.
27.
ALL HUB DRAIN ASSEMBLIES SHALL BE PROVIDED BY PLUMBING CONTRACTOR.
28.
DRAIN LINE FROM CASE TO HUB SHALL BE INSULATED W/ 3/8" ARMAFLEX INSULATION UNDER ALL
PRODUCE CASES. EXPOSED PIPING IN PUBLIC SPACES SHALL BE 1/2" FIBERGLASS WITH WHITE ALL
SERVICE JACKET.
29.
ALL SANITARY TEES SHALL BE COMBINATION TEES.
30.
PLUMBING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE POSITIVE DRAINAGE IN ALL PREP
AREAS, RESTROOMS & COOLERS.
31.
PROVIDE 1" MINIMUM, OR AS REQUIRED BY LOCAL CODE AIR GAP BETWEEN CASE DRAINS & HUB
DRAINS.
VIDEO SCOPE ALL SANITARY LINES TO INSPECT CONDITION OF PIPING AND TO LOCATE AND REMOVE
ALL BLOCKAGES
32.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
(-) INDICATES INVERT FROM FINISHED FLOOR LINE.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
3.
DATE:
FLOOR ELEVATION SHALL BE CONSIDERED AS 0'-0". ELEVATIONS SHOWN SHALL BE BASED ON THIS
REFERENCE.
DESCRIPTION:
2.
REV. NUMBER:
GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS. REFER TO SHEET P-3
PLUMBING SCHEDULES AND P-4 PLUMBING DETAILS FOR ADDITIONAL INFORMATION.
CERTIFICATION:
1.
BY:
GENERAL NOTES
KEYED NOTES
15
4"
1
HS-1, MEAT PREP HAND SINK W/ 1-1/2" WASTE & VENT CONNECTIONS. SINK PROVIDED BY
PLUMBING CONTRACTOR. SPLASH GUARD ON RIGHT SIDE OF SINK.
2
2" VENT UP WITH CO-2 CLEAN 0UT AT BASE OF RISER, OFFSET OVER TO NEAREST VENT THRU
ROOF.
3
2" VENT UP, OFFSET OVER TO NEAREST VENT THRU ROOF.
4
2" VENT UP TO 3" VENT THRU ROOF, EXCEPT AS NOTED ON PLAN.
5
DROP 1" CONDENSATE DRAIN LINE DOWN ON WALL SURFACE. TERMINATE PIPE AT FLOOR SINK.
MAINTAIN 2" MINIMUM AIR GAP BETWEEN END OF CONDENSATE PIPE AND TOP OF FLOOR SINK.
6
CS-1, 3-COMP. PRODUCE SINK W/ 2" WASTE & VENT CONNECTIONS. PROVIDE IN-DIRECT WASTE
CONNECTION TO FS-1, FLOOR SINK. SEE DETAIL 2/P-4. SINK PROVIDED BY PLUMBING
CONTRACTOR.
7
CS-2, 3-COMP. MEAT SINK W/ 2" WASTE & VENT CONNECTIONS. PROVIDE IN-DIRECT WASTE
CONNECTION TO FS-1, FLOOR SINK. SEE DETAIL 2/P-4. SINK PROVIDED BY PLUMBING
CONTRACTOR.
8
GT-1, GREASE INTERCEPTOR. MOUNT BELOW FLOOR. SEE DETAIL 3/P-4.
9
REFRIGERATION PIT FORMED BY GENERAL CONTRACTOR.
10
PLUMBING CONTRACTOR TO PROVIDE (1) 3" SCHEDULE 40 PVC PIPE & (1) 8" SCHEDULE 40 PVC
PIPES FOR USE BY THE REFRIGERATION & ELECTRICAL CONTRACTORS FOR REFRIGERATION PIPING
& ELECTRICAL WIRING. COORDINATE EXACT REQUIREMENTS WITH REFRIGERATION CONTRACTOR
PRIOR TO STARTING CONSTRUCTION. CONCRETE DEMOLITION, REFRIGERATION PIT FORMATION &
CONCRETE REPAIR BY GENERAL CONTRACTOR.
11
REFRIGERATION CASE CONDENSATE DRAIN LINE. FIELD VERIFY LOCATION OF REFRIGERATED CASE
WITH PROJECT MANAGER & REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. SEE DETAIL
9/P-4.
12
TIE DRAIN FROM THIS CASE INTO HUB DRAIN OF A SIMILAR ADJACENT CASE ABOVE SLAB.
13
FREEZER COIL WITH CONDENSATE DRAIN LINE. FREEZER COIL BY REFRIGERATION CONTRACTOR.
SEE DETAIL 7/P-4.
14
COOLER COIL WITH CONDENSATE DRAIN LINE. COOLER COIL BY REFRIGERATION CONTRACTOR.
SEE DETAIL 8/P-4.
15
EXISTING 4" SANITARY WASTE FROM ADJACENT TENANT SPACE. FIELD VERIFY EXACT ROUTING
AND INVERT ELEVATION.
16
COORDINATE WITH GENERAL CONTRACTOR THE LOCATIONS OF FLOOR SLOPE T0 RECESSED FLOOR
DRAIN .
17
MS-1, MOP SINK WITH 3" FD-2 FLOOR DRAIN, 3" WASTE AND 2" VENT CONNECTIONS. FLOOR-SET
MOP SINK FLOOR DRAIN FURNISHED BY PLUMBING CONTRACTOR. MOP RACK FOR HANGING MOPS
TO BE PROVIDED AS ACCESSORY WITH MOP SINK.
18
NEW GAS-FIRED WATER HEATER MOUNTED ON TOP OF MEAT COOLER COMPLETE WITH 3/4" RIGID
COPPER DRAIN LINE FROM T & P SAFETY VALVE DOWN TO FLOOR DRAIN. TERMINATE DRAIN LINE A
MINIMUM OF 1" ABOVE TOP OF FLOOR DRAIN.
19
1-1/2" VENT UP WITH CLEAN OUT CO-2 AT BASE OF RISER. OFFSET OVER TO NEAREST VTR.
20
EWCH-1, ADA-COMPLIANT WATER COOLER WITH 1-1/2" WASTE AND 1-1/2" VENT CONNECTIONS.
FIXTURE FURNISHED BY PLUMBING CONTRACTOR.
21
(-15") INITIAL INVERT ELEVATION FROM TOP OF FINISH FLOOR ASSUMING AN EXISTING 4"
CONCRETE SLAB THICKNESS.
2
11
12
12
12
CWV
CWV
4"
CO-1
5
4
CO-1
CO-1
CO(E)
4
21
8
CO-1
FREEZER
110
2"
100
9
10
MEAT
PREP
4
CO-1
PRODUCE
COOLER
SAN(E)
113
108
10
1-1/2"
SALES
AREA
9
COND
9
HD-1
SAN(E)
COND
VESTIBULE
2"
HD-1
19
14
13
CWV
11
V
4"
SAN
4"
3"
11
11
101
CWV
HD-1
CO(E)
V
HD-1
4"
1-1/2"
CWV
CO(E)
V
4
CO-1
20
3"
31
4"FS-1
4
V
30
4"
4"
2"
FD(E)
12
SAN(E)
WOMEN
115
CO(E)
31
29
FD(E)
29
CO(E)
4"
CO(E)
2
17
28
V
12
DAIRY
COOLER
22
29
3"
102
114
28
31
MEN
SAN(E)
24
31
3
SAFE
4"FD-2
-(1/2")
COND
2
16
11
107
12
HD-1
12
11
3" (TYP.)
STORE NUMBER
103
27
HD-1
CO-1
2
3"
SAN(E)
CWV(E)
CWV(E)
14
11
12
12
12
11
HD-1
12
ALL PLUMBING IN RESTROOMS BY LANDLORD FURNISHED IN "AS IS" CONDITION. PLUMBING
CONTRACTOR TO MAKE REVISIONS TO FIXTURES AS NOTED.
23
4" SANITARY SEWER PIPE BUILDING CLEAN OUT. VERIFY INVERT ELEVATION.
24
HS-2, PRODUCE PREP HAND SINK W/ 1-1/2" WASTE & VENT CONNECTIONS. SINK PROVIDED BY
PLUMBING CONTRACTOR. SPLASH GUARD ON LEFT SIDE OF SINK.
25
NOT USED.
HD-1 11
26
NOT USED.
27
3/4" CONDENSATE DRAIN LINE FROM SPLIT SYSTEM INDOOR MODULE TO HUB DRAIN.
28
DEMO EXISTING WATER CLOSET. PERMANENTLY CAP OFF WASTE & VENT PIPING AT MAINS.
29
EXISTING WATER CLOSET. CLEAN FIXTURE FOR NEW SAVE-A-LOT TENANT.
4"
BREAK
ROOM
104
4
3"VTR (E)
30
DEMO EXISTING URINAL. PERMANENTLY CAP OFF WASTE & VENT PIPING AT MAINS.
31
EXISTING LAVATORY. CLEAN FIXTURE FOR NEW SAVE-A-LOT TENANT.
RIGHT
CO(E)
NORTH
REAR
FRONT
23
DRAIN, WASTE & VENT PLAN
03510-01
DRAIN,
WASTE &
VENT
PLAN
SHEET NUMBER
P-1
LEFT
1
PROJECT NUMBER
SHEET TITLE
CWV(E)
CO(E)
HD-1
22
OFFICE
2"
4"
22
29
3"VTR
(E)
11
HD-1
4"
V
HD-1
V
6
08/23/10
2
HD-1
4"FD-2
-(1/2")
14
18
11
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
GW
117
4"FD-2
-(1/2")
16
16
4"
CWV
COND
BACK
ROOM 'B'
GW
1"(TYP.)
COND
4"
DATE:
HD-1
1612 MILLS SQUARE
12
14
RJK
4"
CHECKED:
4"FS-1
RNC
7
1
109
14
HD-1
CWV
MEAT
COOLER
CO
(TYP.)
1
11
3" (TYP.)
DRAWN:
SAN(E)
HD-1
V
SAN(E)
15
FIELD VERIFY ALL CONDITIONS PRIOR TO STARTING WORK.
4
VERIFY ROUGH-IN INFORMATION FOR EQUIPMENT AND CASES WITH EQUIPMENT SUPPLIER.
5.
FLOOR ELEVATION SHALL BE CONSIDERED AS 0'-0". ELEVATIONS SHOWN SHALL BE BASED ON THIS
REFERENCE.
6.
ROUTE WATER AND OTHER SERVICE PIPING ABOVE THE CEILING UNLESS NOTED OTHERWISE.
ROUTE PIPING IN EXPOSED AREAS UP AS HIGH AS POSSIBLE.
7.
AVOID ALL REFRIGERATION TUNNELS UNLESS NOTED OTHERWISE.
8.
ALL SUPPLY WATER PIPING TO BE:
-TYPE L COPPER OR CPVC
-INSULATED WITH 1/2" JACKETED FIBERGLASS OR 3/8" ARMAFLEX
-SUSPENDED FROM TOP CHORD OF BAR JOISTS
-SUPPORTED IN ACCORDANCE WITH TABLE 308.5, 2009 INTERNATIONAL PIPING CODE
-PIPING EXPOSED TO PUBLIC VIEW SHALL BE WHITE
9.
PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES.
10.
PROVIDE COLD WATER SUPPLY WITH SHUT-OFF VALVE & BACKFLOW PREVENTER TO FRESH PRODUCE
CASE FOR CONNECTION TO PRODUCE MISTING SYSTEM PROVIDED & INSTALLED BY REFRIGERATION
CONTRACTOR.
11.
PROVIDE WATER FILTER ON WATER CONNECTION TO PRODUCE MISTING SYSTEM.
12.
PROVIDE SHUT-OFF VALVES ON HOT & COLD WATER SUPPLY BRANCHES TO PREP AREAS &
RESTROOMS.
13.
INSTALL STAINLESS STEEL PREP SINKS, COUNTER SINKS, HAND SINKS & ASSOCIATED FAUCETS &
PLUMBING ACCESSORIES, UNLESS NOTED OTHERWISE.
14.
PROVIDE CHECK VALVES ON HOT & COLD WATER SUPPLY LINES TO EACH PRE-RINSE FAUCET FOR
SERVICE SINKS.
15.
PROVIDE WATER HAMMER ARRESTORS ON HOT & COLD WATER SUPPLY BRANCH RUNS TO HOSE &
SPRAY FAUCETS & FLUSH VALVES.
16.
SILICONE SEAL FIXTURES TO WALL.
17.
REMOVE & DISPOSE OF ABANDONED PIPING & RUNOUTS AND CAP AT MAINS IN EXISTING
BUILDINGS.
PROVIDE 3" MINIMUM LENGTH DIRT LEGS ON ALL GAS PIPING CONNECTIONS TO EQUIPMENT.
CERTIFICATION:
18.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
3
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
COORDINATE PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS.
DATE:
2.
DESCRIPTION:
IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO COMPLY WITH STATE & LOCAL
PLUMBING CODES, AND VERIFY THE ACCEPTABILITY OF SINKS, DRAINS & RELATED ITEMS.
REQUIREMENT ITEMS INCLUDE, BUT ARE NOT LIMITED TO GREASE INTERCEPTORS, BACKFLOW
PREVENTERS & SINKS.
REV. NUMBER:
1.
BY:
GENERAL NOTES
G
F
E
C
D
B
A
19
4
H-1, HOSE BIBB W/ 1/2" HOT & COLD WATER CONNECTIONS. MOUNT BELOW SINK DRAINBOARD
@ 2'-0" A.F.F. SEE DETAIL 5/P-4.
5
H-2, HOSE BIBB W/ 3/4" COLD WATER CONNECTION @ 3'-0" A.F.F. MOUNT SHUT-OFF VALVE AT
TOP OF CASE OUT OF PUBLIC VIEW.
6
1" HOT & COLD WATER LINE THRU WALL DOWN TO BELOW SINKS & ROUTED EXPOSED ON WALL
TO SERVE SINKS & HOSE BIBB.
7
MS-1, MOP SINK. MOP SINK AND ACCESSORIES FURNISHED BY PLUMBING CONTRACTOR.
8
GHW-1, GAS-FIRED WATER HEATER W/ 1-1/4" WATER CONNECTIONS, 1/2" NATURAL GAS
CONNECTION, AND SEALED COMBUSTION AIR INTAKE AND POWERED EXHAUST VENT SYSTEM .
MOUNT WATER HEATER ON MEAT COOLER. SEE DETAIL 6/P-4 FOR PIPING AND 10/P-4 FOR
VENTING. 120 MBH GAS CONSUMPTION RATE.
9
EXISTING 1-1/2" CW SUPPLY FROM MEZZANINE (FIELD VERIFY EXACT ROUTING BACK TO METER).
10
EWCH-1, ADA-COMPLIANT ELECTRIC WATER COOLER WITH 1/2" CW CONNECTION. FIXTURE
FURNISHED BY PLUMBING CONTRACTOR.
11
EXISTING OVERHEAD WATER SUPPLY TO FRONT OF STORE.
12
NOT USED.
13
WATER METER FURNISHED AND INSTALLED BY CITY. VERIFY INSTALLATION LOCATION WITH CITY
WATER METER DEPARTMENT AND SAVE-A-LOT PROJECT MANAGER. 2" BUILDING DOMESTIC WATER
SUPPLY ENTERS BUILDING WEST OF MEZZANINE IN ADJACENT TENANT SPACE. SUB-METERING OF
ADJACENT TENANT SPACE BY SAVE-A-LOT MAY BE REQUIRED. VERIFY EXACT METERING
ARRANGEMENT. SEE DETAIL 11/P-4 FOR PIPING ARRANGEMENT TO SAVE-A-LOT TENANT SPACE.
SEE DETAIL 12/P-4 FOR TYPICAL DOMESTIC WATER SERVICE PIPING.
14
GAS DOWN TO EXISTING METER. REPLACEMENT GAS METER FURNISHED AND SET BY GAS
COMPANY AS NEEDED TO SUPPLY 670 CFH NATURAL GAS AT 2 PSIG SYSTEM PRESSURE.
15
ASTM A53/A53M SCHEDULE 40, TYPE E OR S, GRADE B, BLACK STEEL 2 PSIG NATURAL GAS PIPING
TO AC UNITS AND WATER HEATER (240 FEET OF TOTAL DEVELOPED LENGTH @ 10 PERCENT
PRESSURE LOSS). FIELD-VERIFY EXACT LOCATION OF CONNECTION TO EXISTING GAS METER &
GAS DELIVERY SUPPLY PRESSURE. PROVIDE GAS PIPING SUPPORT ON ROOF WITH MIRO MODEL
1.5 PIPE SUPPORT SPACED PER MANUFACTURER'S RECOMMENDATIONS. PLUMBING CONTRACTOR
TO VERIFY THAT INSTALLATION WILL DELIVER ADEQUATE TO GAS PRESSURE REQUIRED BY
GAS-FIRED EQUIPMENT AT POINT OF CONNECTION. LANDLORD TO PROVIDE A SEPARATELY
METERED GAS CONNECTION FOR TENANT SPACE OCCUPIED BY SAVE-A-LOT STORE. PLUMBING
CONTRACTOR TO COORDINATE GAS REQUIREMENTS WITH LANDLORD & GAS COMPANY.
114
16
AC-1, ROOF TOP UNIT WITH 3/4" GAS CONNECTION. 200 MBH.
21
17
AC-2, ROOF TOP UNIT WITH 3/4" GAS CONNECTION. 150 MBH.
18
AC-3, ROOF TOP UNIT WITH 1/2" GAS CONNECTION. 120 MBH.
19
AC-4, ROOF TOP UNIT WITH 1/2" GAS CONNECTION. 80 MBH.
20
NOT USED.
21
DEMO EXISTING WATER CLOSET. PERMANENTLY CAP OFF WATER SUPPLY PIPING IN WALL.
22
EXISTING WATER CLOSET. CLEAN FIXTURE FOR NEW SAVE-A-LOT TENANT.
23
DEMO EXISTING URINAL. PERMANENTLY CAP OFF WATER SUPPLY PIPING IN WALL..
24
EXISTING LAVATORY. CLEAN FIXTURE FOR NEW SAVE-A-LOT TENANT
25
REFRIGERATION CONTRACTOR SHALL INSTALL OWNER SUPPLIED MISTING SYSTEM.
26
GAS COCK AND POUNDS-TO-INCHES NATURAL GAS PRESSURE REGULATOR BY PLUMBING
CONTRACTOR. SEE DETAIL 12/P-4.
G
12
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
4
1"
3
3/4"
MEAT
COOLER
109
1"
2
8
MEAT
PREP
G
VESTIBULE
100
16
108
26
26
BACK
ROOM 'B'
117
SALES
AREA
G
110
G
FREEZER
(E) CONC
COOLER
SLAB @
F.F.E.
101
PRODUCE
COOLER
1"
113
G
G
11
9
G
13
1/2"
26
4
15
2
14
G
6
23
10
17
24
1-1/4"
26
18
SAFE
102
MEN
1
3
STORE NUMBER
WOMEN
115
24
DAIRY
COOLER
107
OFFICE
103
PROJECT NUMBER
22
22
21
SHEET TITLE
BREAK
ROOM
104
7
22
4
NORTH
RIGHT
REAR
FRONT
DRAIN, WASTE & VENT PLAN
ABOVE
GROUND
PIPING
PLAN
SHEET NUMBER
P-2
LEFT
1
03510-01
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
CS-2, 3-COMP. MEAT SINK W/ 1/2" HOT & COLD WATER CONNECTIONS TO EACH FAUCET. SEE
DETAIL 5/P-4. SINK FURNISHED BY PLUMBING CONTRACTOR.
6
1
08/23/10
3
(N) CONC
STOOP
DATE:
CS-1, 3-COMP. PRODUCE SINK W/ 1/2" HOT & COLD WATER CONNECTIONS TO FAUCET.
SEE DETAIL 5/P-4. SINK FURNISHED BY PLUMBING CONTRACTOR.
5
1612 MILLS SQUARE
2
1
25
RJK
HS-1, HAND SINK W/ 1/2" HOT & COLD WATER CONNECTIONS. PROVIDE W/ MV-1, MIXING VALVE.
SEE DETAIL 4/P-4. SINK FURNISHED BY PLUMBING CONTRACTOR.
CHECKED:
1
RNC
KEYED NOTES
26
DRAWN:
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
PLUMBING
SCHEDULES
SHEET NUMBER
P-3
ALEXANDER CITY, AL
1612 MILLS SQUARE
DATE:
CHECKED:
DRAWN:
08/23/10
RJK
RNC
CERTIFICATION:
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
DESCRIPTION:
DATE:
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
REV. NUMBER:
BY:
H
45 ITC
P
TEE UP
UNION -TYPICAL
FLOOR SINK
BACKFLOW PREVENTER
1 1/2" MAX.
TOP OF COUPLING TO BE 1/2"
ABOVE FINISHED FLOOR
INSULATE @ ALL ELECTRIC
HEAT TAPED PIPES
SHUT OFF VALVE
FLOOR SINK (RECESSED)
CHECK VALVE
HD-1; SUPPLEMENTARY
STRAINER
FOAM SEAL ALL PIPE
PENETRATION
VENT
WALL HYDRANT
PROVIDE 3"x 4" CAST IRON OR
PVC COUPLING ON TOP OF PIPE.
4"
UNION
EXIST'G FLOOR SINK
VENT (EXISTING)
LEVER HANDLE GAS COCK
VENT THRU ROOF
GAS PRESSURE REGULATOR
VENT THRU ROOF (EXISTING)
M
CLEANOUT
7
FREEZER EVAP. DRAIN PIPING SCALE: NONE
1
HUB DRAIN (HD-1)
SCALE: NONE
TEE
CLEANOUT (EXISTING)
CAPPED LINE
TRENCH DRAIN
4"
CLEANOUT
4"
EVAPORATOR
INSULATED COOLER PANEL
WALLS & CEILING
EVAPORATOR
2" VENT UP TO V.T.R.
(VENT THRU ROOF)
EXIST'G TRENCH DRAIN
3 COMPARTMENT SINK (N.I.C.)
TRENCH DRAIN (RECESSED)
ELBOW
RELIEF VALVE
ANGLE VALVE
TIGHT TO TAIL PIECE
1/8" PER FT.
V
PITCH
AIR GAP PER CODE
UNION
ROOF DRAIN (EXISTING)
CLEANOUT -TYPICAL
2" (TYPICAL)
UNION -TYPICAL
CLEANOUT (TYPICAL)
TRAP PRIMER
ROOF DRAIN LEADER
FS-1, FLOOR SINK
ROOF DRAIN LEADER (EXISTING)
FLOOR LINE
NOTE:
NOT ALL OF THE ABOVE SYMBOLS
APPEAR ON THE PLANS
COPPER PIPE SUPPORTS &
BRACKETS -36" TO 48" O.C.
MAX.
4"
4" WASTE TO SEWER LINE FOR
PRODUCE SINK.
4" WASTE TO GREASE TRAP FOR
MEAT SINK.
NOTE: UNIONS MUST BE
LOCATED OUTSIDE OF PAN
AREA TO FACILITATE
CLEAING
COOLER EVAP. DRAIN PIPING
SCALE: NONE
WATER HAMMER ARRESTER
2
3 COMP. SINK DWV PIPING
SCALE: NONE
2" VENT UP
IN WALL
VENT
TEE CONECTION
ABBREVIATION
DESCRIPTION
DOMESTIC COLD WATER
AFF
ABOVE FINISHED FLOOR
HW
DOMESTIC HOT WATER
CO
CLEANOUT
HWR
DOMESTIC HOT WATER RECIRC.
CWV
COMBINED WASTE AND VENT
FILTERED WATER
GW
GREASE WASTE
GALLONS PER MINUTE
SAN
SANITARY SEWER
GAS PIPING
RW
STORM PIPING
CFH
CUBIC FEET OF GAS PER HOUR
RDL
ROOF DRAIN LEADER
PRV
PRESS. RELIEF VALVE
VTR
VENT THROUGH ROOF
RD
ROOF DRAIN
F
G
RUNNING TRAP
DESCRIPTION
CONNECT TO EXISTING
CW
GPM
PVC CASE DRAIN
REFRIGERATED
CASE -NIC
ABBREVIATION
BALL VALVE
V
CERTIFICATION:
HUB DRAIN
-SEE 1/P-4.1
8
ROOF DRAIN
COOLER
1" MAX.
DE
G
VENT
CLEANOUT
FLOOR LINE
GREASE TRAP
HUB DRAIN -SEE 1/P-4
FLOOR LINE
SANITARY WASTE-ABOVE GRADE
4" I.W. MAIN
EXIST'G SANITARY WASTE-ABOVE GRADE
CLEAN-OUT
SANITARY WASTE-BELOW GRADE
SEE SINK DETAIL 2
FOR CONTINUATION
4"
EXIST'G SANITARY WASTE-BELOW GRADE
TRAP
TO BUILDING
MAIN
VERIFY EXTENSION
SIZE WITH INVERT
9
TYPICAL CASE DRAIN
SCALE: NONE
3
COMBINED WASTE & VENT-BELOW GRADE
RECESSED INTERIOR GREASE TRAP
EXIST'G COMBINED WASTE & VENT-BELOW GRADE
GREASE WASTE PIPING-BELOW GRADE
MINIMUM OF 48" SEPARATION
BETWEEN EXHAUST AND
INTAKE TERMINALS
STORM DRAIN PIPING
EXIST'G STORM DRAIN PIPING
PIPING EXPOSED
BELOW SINK.
PIPING IN WALL.
STORM DRAIN PIPING-BELOW GRADE
MV-1: MIXING
VALVE MOUNTED
BELOW SINK.
EXHAUST TERMINAL
PLUMBING ROOF BOOT OR
EQUIVALENT FLASHING
ROOF
HAND SINK OR
LAV
120 DEG. F.
EXIST'G STORM DRAIN PIPING-BELOW GRADE
FLOOR.
SANITARY VENT
NOTE: LOCATE MIXING VALVE PER PLANS. TEMPERATURE OF HOT WATER AT
FAUCET SHALL NOT EXCEED 120 DEG. F.
3" PVC PIPE (TYPICAL)
* SEALED
COMBUSTION
GAS WATER
HEATER
DRAINLINES -CASES,COOLERS & FREEZERS
COND
DIRECTION OF FLOW
RJK
INTAKE
CHECKED:
* INSTALL PER
MANUFACTURER'S
INSTRUCTIONS; VENT
THROUGH EITHER ROOF
OR WALL; USE
MANUFACTURER
PROVIDED VENT
TERMINALS
RNC
EXIST'G SANITARY VENT
08/23/10
12" ABOVE AVERAGE
SNOWFALL; MAXIMUM
OF 24" ABOVE ROOF
EXIST'G GREASE WASTE PIPING-BELOW GRADE
DATE:
INTAKE TERMINAL
40 DEG. F.
140 DEG. F.
3" PVC COUPLING (TYPICAL)
4
EXHAUST
MV-1 MIXING VALVE
SCALE: NONE
FIRE PROTECTION PIPING-BELOW GRADE
HOT & COLD WATER SUPPLY LINES DOWN
-SEE PLAN FOR SIZE
FLOOR
FIRE PROTECTION PIPING
EXISTING FIRE PROTECTION PIPING
STOP / CHECK VALVE
-MOUNT AT 7'-6" A.F.F.
COLD WATER
EXIST'G COLD WATER
HOT & COLD WATER
SUPPLY LINES
3 COMPARTMENT
SINK (N.I.C.)
10
SCALE:
NONE
SEALED COMBUSTION VENTS
H-1 HOSE BIBB
-MOUNT AT 2'-0"
A.F.F.
EXPOSED PIPING
UNDER SINK
2. STRAINER
3. 1-1/2" DOUBLE CHECK BACKFLOW
PREVENTER
EXPOSED SHUT-OFF
VALVE (TYPICAL)
ELBOW WATER SUPPLY
LINES OUT FROM
COOLER WALL BELOW
SINK (TYPICAL)
REVERSE OSMOSIS WATER
RO
FLOOR LINE
HOT WATER
EXIST'G HOT WATER
4. 1-1/2" DOMESTIC WATER METER
5
EXISTING DOMESTIC
WATER SERVICE TO
ADJACENT TENANT
1-1/2" TO FIXTURES
(CONNECT TO EXISTING)
LONG SWEEP
ELBOW
1.
EXIST'G COLD WATER-BELOW GRADE
COLD WATER-UNTREATED HARD
EXPOSED CHECK
VALVES
1. 1-1/2" GATE VALVE
COLD WATER-BELOW GRADE
3 COMP. SINK WTR. PIPING W/ HB
140 DEG.F.
4.
40 DEG.F.
SCALE:
NONE
VACUUM RELIEF VALVE. (PROVIDE
WHEN HEATER IS SUSPENDED
ABOVE FIXTURES)
HOT WATER-BELOW GRADE
ALEXANDER CITY, AL
PRE-RINSE FAUCET (N.I.C.)
PROVIDE CHECK VALVES ON
HOT & COLD WATER SUPPLY
LINES TO FAUCET
1612 MILLS SQUARE
SCALE: NONE
45
GAS PRESSURE REGULATOR
TOE SPACE
12
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
MECH. GAS SHUT-OFF VALVE
REV. NUMBER:
3" CAST IRON OR 3" PVC PIPE W/
TRAP TO CONDENSATE SEWER
SYSTEM
DIRT LEG W/ MINIMUM 4" LONG
NIPPLE AND CAP
DRAWN:
2 P.S.I. BRANCH
FROM MAIN
FLOOR LINE
1" MIN.
TRAP @
FREEZER
HUB DRAIN
-SEE 1/P-4.1
TEE DOWN
FLOOR DRAIN (RECESSED)
DESCRIPTION:
12" - 14" W.C. TO APPLIANCE
ELBOW UP
1" AIR GAP
45
DE
G
TEST TEE W/ PLUG, SAME
SIZE AS REGULATOR OUTLET.
ELBOW DOWN
FLOOR DRAIN/HUB DRAIN
EXIST'G FLOOR DRAIN/HUB DRAIN
CLEANOUT -TYPICAL
FREEZER
COPPER PIPE
SUPPORTS &
BRACKETS -36"
TO 48" O.C.
CONDENSATE LINES FROM
REFRIGERATED CASES - NIC
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
D
DATE:
CLEANOUT
GAS PRESSURE REGULATOR
BALL VALVE
(A.G.A. RATED)
INSULATED FREEZER PANEL
WALL & CEILING
EVAPORATOR
EG
BY:
TIGHT TO TAIL PIECE
REGULATOR VENT PIPE W/ 90 DEGREE
SCREENED VENT ELBOW TURNED
DOWN. FOR REGULATORS INSTALLED
INDOORS, EXTEND UP THROUGH ROOF.
TERMINATE AT 30" ABOVE ROOF.
EXIST'G HOT WATER-BELOW GRADE
STORE NUMBER
RECIRC. HOT WATER
1.
3.
EXIST'G RECIRC. HOT WATER
CHECK VALVE
2.
2"
PROJECT NUMBER
03510-01
TEMP. OUTPUT
THERMOMETER
GATE VALVE (TYPICAL)
DIELECTRIC
UNION (TYP)
EXPANSION TANK
GAS PIPING ON ROOF
SHEET TITLE
EXIST'G GAS PIPING ON ROOF
FLOW
125 POUND TEMPERATURE &
PRESSURE RELIEF VALVE. (TYP.)
ANCHOR TO FLOOR / WALL
AS REQUIRED
EXIST'G GAS PIPING BELOW ROOF
FINISHED FLOOR
PIPE SUPPORT - DO
NOT BURN THROUGH
WALL OF ELBOW
WATER
HEATER
2" DOMESTIC WATER
SERVICE (EXISTING)
NOTE: SCOPE OF WORK BY
LANDLORD N.I.C.
11 DOMESTIC WATER SERVICE
SCALE: NONE
GAS PIPING BELOW ROOF
DRAIN VALVE (TYPICAL)
PROVIDE 2" DEEP WELDED DRIP
PAN WITH 3/4" NIPPLE & DRAIN
LINE UNDER SUSPENDED WATER
HEATER
RUN DRAIN LINES TO NEAREST
FLOOR DRAIN OR AS INDICATED
6
WATER HEATER
SCALE: NONE
PLUMBING
DETAILS
GAS PIPING BELOW GRADE
SHEET NUMBER
P-4
E
C
D
B
A
BY:
F
DESCRIPTION:
18
26
23
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
REV. NUMBER:
22
29
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
DATE:
G
32/12
1
25
1
32/12 (E)
BACK
ROOM 'B'
117
10
EXISTING RTU
SERVING TRAINING
ROOM TO REMAIN
TRAINING
ROOM
MEAT
COOLER
MEAT
PREP
109
108
-
6
T H
2
5
17
VESTIBULE
T
100
AC-1
CERTIFICATION:
4
33
14
22/12 (E)
1
18
32
SALES
AREA
PRODUCE
COOLER
FREEZER
110
101
4
113
10
5
ROOF HATCH (E)
10/10 (E)
BACK
ROOM 'A'
5
20/20
111
MEN
PRODUCE
PREP AREA
27
17
114
6
112
MEZZANINE
4
AC-3
AC-2
20
T H
-
T
1
1
20
6
102
7
27
T
13
24
21
18
9
WOMEN
BACK
ROOM 'B'
115
117
RECEIVING
31
3
SAFE
6
DAIRY
COOLER
11
12
116
30
OFFICE
103
4
16
8
5
3
107
BREAK
ROOM
19
104
20
4
LEFT
1 HVAC PLAN
GENERAL NOTES
KEYED NOTES
KEYED NOTES
1
FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT WITH PROJECT ENGINEER/OWNER PRIOR TO
INSTALLATION. INFORM PROJECT ENGINEER/OWNER OF ANY EQUIPMENT ITEMS THAT REQUIRE
RELOCATION.
SEE DETAILS 5/M-2 AND 6/M-2 FOR EQUIPMENT ROOF CURB ASSEMBLY AND HOLD DOWN
BRACKETING DETAILS.
20
1.
EXISTING WATER CLOSETS AND URINALS TO BE REMOVED SHOWN FOR REFERENCE ONLY.
MINIMUM TOILET EXHAUST AIRFLOW RATES BASED ON FIXTURE COUNT.
2
NOT USED.
21
2.
MECHANICAL CONTRACTOR SHALL COORDINATE HVAC WORK WITH OTHER TRADES FOR
COMPLETION AND COORDINATION OF THE PROJECT.
3
SS-1, SPLIT SYSTEM A/C UNIT. MOUNT INDOOR UNIT ON WALL AT 3" BELOW FINISHED CEILING.
EXTEND PIPING TO CONDENSING UNIT ON ROOF. MOUNT THERMOSTAT AT 4'-0" A.F.F. SEE
SPLIT-SYSTEM PIPING DETAIL 3/M-2.
EXISTING ELECTRIC LOW BOY WATER HEATER ON MEZZANINE (SHOWN FOR REFERENCE ONLY).
WATER HEATER IS A 38-GALLON 3380 WATT DUAL ELEMENT 208 VOLT SINGLE PHASE UNIT (MODEL
#E61-40L-045 DV) AND SERVES THE EXISTING TOILET LAVATORIES.
22
DEMO EXISTING SUPPLY AIR DUCT FROM 20 FEET UNDER MEZZANINE UP TO DUCT RISER THROUGH
ROOF DECK. COVER DUCT OPENING AT RISER TEE WITH 1/4 " X 1/4"GALVANIZED STEEL MESH.
23
32/12 SUPPLY AND RETURN AIR RISERS UP TO ROOF TOP UNIT AC-4. FIELD VERIFY EXACT
LOCATION FOR RISER LOCATION.
24
EXISTING SUPPLY AIR DUCT SERVING EXISTING TOILET ROOMS. DUCT AND SUPLY AIR REGISTERS
ON TOILET ROOM WALLS TO REMAIN. REBALANCE REGISTERS TO 200 CFM EACH.
25
AC-4, MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ROOF TOP HVAC UNIT AND ROOF
CURB ON MEZZANINE ROOF. FIELD VERIFY EXACT LOCATION TO PLACE UNIT.
26
32/12 SUPPLY AND RETURN AIR DUCT RISERS FROM AC-4 DOWN THROUGH MEZZANINE FLOOR.
FIELD VERIFY EXACT LOCATION FOR ROOF AND FLOOR PENETRATIONS. COORDINATE PENETRATION
REQUIREMENTS WITH OTHER TRADES. INSULATE DUCTWORK AS NOTED.
3.
MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCT & DIFFUSER LOCATIONS WITH LIGHTING
& SPRINKLER LAYOUTS.
4.
MECHANICAL CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SHOWN ON THESE DRAWINGS
WILL NOT CONFLICT WITH ANY DRAINS, VENTS, MECHANICAL PIPING OR ELECTRICAL
INSTALLATIONS.
4
COORDINATE INSTALLATION OF DIFFUSER WITH NEW LIGHTING AND CEILING GRID.
5
BALANCING DAMPER. SIZE TO BE SAME AS DUCTWORK NOTED ON PLAN.
REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES &
DIFFUSERS INSTALLED IN CEILINGS.
6
PROVIDE TEMPERATURE/HUMIDITY SENSORS MOUNTED AT 7'-0" A.F.F. SENSOR SHALL SEND A
SIGNAL TO THE EMS SYSTEM WHICH SHALL CYCLE RTU TO MAINTAIN TEMPERATURE AND/OR
HUMIDITY SET POINT.
7
GR-3, RETURN GRILLE, 48x24 NECK. CONNECT 18x18 RETURN DUCT FROM RTU OPENING TO
RETURN GRILLE.
8
GR-1, RETURN / TRANSFER GRILL, 12"X8" NECK, 200 CFM, MOUNT GRILLES ON EACH SIDE OF WALL
3" BELOW SUSPENDED CEILING IN BREAKROOM.
9
GR-1, RETURN / TRANSFER GRILL, 12"X8" NECK, 50 CFM, MOUNT GRILLES ON EACH SIDE OF WALL
3" BELOW SUSPENDED CEILING IN OFFICE.
27
MECHANICAL CONTRACTOR TO DEMO EXISTING ABANDONED CULINARY HOODS AND DUCTWORK
LOCATED NEAR FRONT OF STORE. FIELD VERIFY EXACT REQUIREMENTS FOR DEMOLITION.
10
EXISTING ROUND SUPPLY AIR DIFFUSER. REBALANCE TO 1000 CFM.
28
11
EF-1, ROOF-MOUNTED EXHAUST FAN COMPLETE WITH FACTORY-FABRICATED ROOF CURB
FURNISHED & INSTALLED BY MECHANICAL CONTRACTOR. REUSE EXISTING ROOF-OPENING AND
MODIFY TO SUIT NEW INSTALLATION. ADJUST FAN TO 450 CFM EXHAUST. SEE DETAIL 7/M-3.
MECHANICAL CONTRACTOR TO REMOVE OR ABANDON IF FEASIBLE ALL EXISTING SUPPLY AND
RETURN SYSTEM DUCTWORK STARTING AT CONNECTIONS TO EXISTING INTERIOR AIR HANDLING
UNIT IN BACK ROOM AND CONCLUDING WITH THE LAST RUNS OF DUCTWORK OUT IN THE STORE
SPACE. ABANDON AIR HANDLING UNIT IN PLACE.
5.
6.
NOT ALL SYMBOLS LISTED ON M-2 ARE USED.
7.
BRANCH DUCT SIZES NOT SHOWN ARE SAME AS DIFFUSER NECK SIZE.
8.
FURNISH BRANCH RUNOUTS WITH VOLUME CONTROL DAMPERS.
9.
ALL DUCTWORK SHALL BE GALVANIZED SHEETMETAL. THE AIR DISTRIBUTION COMPONENTS SHALL
BE SEALED IN ACCORDANCE WITH SMACNA REQUIREMENTS. TWO INCH PRESSURE CLASS.
10.
DUCT DIMENSIONS DO NOT INCLUDE ALLOWANCES FOR INSULATION.
11.
DUCT INSULATION WRAP SHALL BE 1" FIBERGLASS WITH ALL SERVICE JACKET. INSTALL & SEAL
ALL EDGES IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
12.
MOUNT DUCTWORK IN SALES AREA & BACK ROOMS TIGHT TO BOTTOM OF STRUCTURE UNLESS
NOTED OTHERWISE.
13.
PROVIDE FLEXIBLE DUCT CONNECTION IN DUCTWORK AT ALL EXPANSION/CONTRACTION JOINTS
IN BUILDING.
14.
FLEXIBLE DUCTWORK SHALL NOT EXCEED 8-0" AND 180 DEGREE TOTAL BEND.
15.
SEGREGATE EXISTING DUCTWORK FROM NEW STORAGE & NEW SALES AREA. NO DUCTWORK
PENETRATIONS SHALL PASS THROUGH NEW DEMISING WALL. REROUTE DUCTWORK IN
RESPECTIVE AREA.
16.
12
12x10 EXHAUST DUCT UP TO ROOF-MOUNTED EXHAUST FAN. TRANSITION DUCT RISER TO MATCH
CONNECTION SIZE REQUIRED AT EXHAUST FAN. FAN CONTROL BY DIV 16.
NO DUCT SHALL PASS THROUGH FIRE WALLS, OR BE CONNECTED TO ANY METAL DUCT WITHIN
5'-0" FROM EITHER SIDE OF A FIRE WALL.
13
GR-2, EXHAUST GRILL, 8x8 NECK, 225 CFM, MOUNT GRILLE IN TOILET ROOM CEILING.
17.
PROVIDE CONICAL TAPS FOR ROUND DUCT RUNOUTS & 45 DEGREE ENTRY FITTINGS FOR
RECTANGULAR DUCT RUNOUTS.
14
GS-1, SUPPLY DIFFUSER, 12" DIA. NECK, 650 CFM. SEE DETAIL 1/M-2.
18.
THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN BUT THE EXACT LOCATION SHALL BE
FIELD COORDINATED TO AVOID INTERFERENCE WITH COLUMN-MOUNTED OR WALL-MOUNTED
WORK OR FINISHES.
15
GS-1, SUPPLY DIFFUSER, 8" DIA. NECK, 200 CFM. SEE DETAIL 1/M-2.
16
GS-1, SUPPLY DIFFUSER, 6" DIA. NECK, 50 CFM. SEE DETAIL 1/M-2.
17
CONCENTRIC SUPPLY & RETURN PLENUM PROVIDED WITH RTU. BALANCE TO SCHEDULED AIR
FLOW.
18
OUTLINE OF EXISTING MEZZANINE.
19
REMOVE EXISTING SMALL ROOF-MOUNTED TOILET EXHAUST FAN AND EXHAUST DUCTWORK IN
EXISTING TOILET ROOMS. FIELD VERIFY EXACT DUCT ROUTING & DEMOLITION REQUIREMENTS.
08/23/10
SCALE: 1/8" = 1'-0"
29
DUCT OFFSET TO MATCH DUCT RISER LOCATION. VERIFY REQUIRED OFFSET.
30
CONDENSER FOR SPLIT-SYSTEM SS-1. MOUNT UNIT ON ROOF. ANCHOR IN PLACE. SEE
SPLIT-SYSTEM PIPING DETAIL 3/M-2.
31
EF-2, UPBLAST EXHAUST FAN. SEE DETAIL 8/M-2.
32
REMOVE EXISTING INTAKE LOUVER TO MAKE WAY FOR NEW COMPRESSORS. WHEN COMPRESSOR
INSTALLATION IS COMPLETE, REPLACE INTAKE LOUVERS WITH NEW GRAVITY OPERATED
GREENHECK MODEL #ECD-401 AIR INTAKE LOUVER. FIELD VERIFY EXACT SIZE
REQUIRED(NOMINAL SIZE TO BE SAME AS EXISTING WALL OPENING). LOUVER TO BE COMPLETE
WITH 1/4"X1/4" GALVANIZED MESH SCREEN OVER OPENING.
33
WALL THERMOSTAT. INTERLOCK WITH EXHAUST FAN EF-2. SET THERMOSTAT TO ENERGIZE FAN
WHEN AMBIENT TEMPERATURE IN MEZZANINE REACHES 80 DEGREES F.
ALEXANDER CITY, AL
SCALE: 1/8" = 1'-0"
1612 MILLS SQUARE
2 MEZZANINE HVAC PLAN
RJK
DRAWN:
FRONT
CHECKED:
NORTH
RNC
18
RIGHT
REAR
4
DATE:
15
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
HVAC PLAN
SHEET NUMBER
M-1
BY:
HVAC SYMBOLS / NOTES
DUCT ELBOW UP
NOT USED
4
SUPPLY AIR/DIFFUSER
H
HUMIDITY SENSOR
RETURN, EXHAUST, OR
TRANSFER GRILLE
DP
DEWPOINT SENSOR
SUPPLY AIR
T
THERMOSTAT
EXHAUST AIR
TS
TEMPERATURE SENSOR
ACOUSTIC LINED DUCT
SD
SMOKE DETECTOR
SUPPLY REGISTER (SIDEWALL)
POWER OR GRAVITY ROOF
VENTILATOR-INTAKE
RETURN GRILLE (SIDEWALL)
AIR DISCHARGE OR SUPPLY
EXHAUST GRILE (SIDEWALL)
AIR INTAKE, EXHAUST,
OR RETURN
MITERED ELBOW WITH
TURNING VANES
RADIUS ELBOW
ELECTRIC DUCT HEATER
PLENUM RETURN WALL
CONICAL TAP OFF ROUND DUCT
45 DEGREE ENTRY FITTING
CONICAL TAP OFF
RECTANGULAR DUCT
MANUAL VOLUME
CONTROL DAMPER
SCALE: NONE
UPBLAST ROOF EXHAUST FAN
INSTALL FACTORY FURNISHED
DRIP EDGE ON NON-RAIL SIDES
ROOFTOP UNIT
(SIDE VIEW)
FACTORY INSTALLED
DISCONNECT SWITCH.
VOLUME DAMPER AT BRANCH
TAKE-OFF. PROVIDE FACE
OPERATED OPPOSED BLADE
DAMPER IN PLACE OF VOLUME
DAMPER AT DIFFUSER IN HARD
CEILING AREAS.
FASTEN EQUIPMENT BASE
TO PRE-FABRICATED CURB
WOOD NAILER
SHEET METAL DUCT & ELBOW
CURB SEALER
FLEXIBLE DUCT
NECK
ROOFTOP UNIT (NON-RAIL SECTION)
WOOD NAILER STRIP
CONNECT FLEX DUCT
DIRECTLY TO DIFFUSER
1/4" NEOPRENE FOAM GASKET
INTAKE HOOD,
PIPE HOOD, GAS
VENT OR FAN
CADMIUM FASTENERS SPACED
PER MANUFACTURER SPEC.
MINIMUM 2 PER SIDE.
CEILING DIFFUSER OR
EXHAUST/ RETURN GRILLE
FASTEN EQUIPMENT BASE
TO PRE-FABRICATED CURB
(2) PLACES EACH SIDE OF
UNIT W/ #12 TEK SCREWS
FACTORY BUILT LINED ROOF
CURB BY SAME MANUFACTURER
AS EXHAUST FAN.
"T"-BAR CEILING WITH
SUPPORT BY GENERAL
CONTRACTOR (TYPICAL)
COUNTERFLASHING
WOOD NAILER
FACE
ROOFING
BORDER
PRE-FABRICATED
CURB
TREATED WOOD BLOCKING
BELOW CURB
WELD CURB
TO STRUCTURE
BACKDRAFT DAMPER IN ROOF
CURB DAMPER TRAY.
TYPICAL CEILING DIFFUSER
SCALE: NONE
2
NOT USED
SCALE: NONE
1/4" NEOPRENE FOAM GASKET
ROOFTOP UNIT
(END VIEW)
FASTEN EQUIPMENT BASE TO
PRE-FABRICATED CURB
SQUARE DUCT RISER TO
EXHAUST FAN. DUCT SIZE TO
MATCH DAMPER SIZE.
AC-UNIT RAIL
WOOD NAILER
COUNTERFLASHING
5
EQUIPMENT ROOF CURB
ROOFTOP UNIT OR FAN
NOTES
FACTORY INSTALLED
DISCONNECT SWITCH.
ROOF EXHAUST FAN
NEOPRENE GASKET
ATTACH MOUNTING BRACKET
TO ROOF CURB BEFORE
MOUNTING EQUIP.
WOOD NAILER
FILL OPENING
AIR-TIGHT WITH
FOAM INSULATION
AFTER LINES ARE
INSTALLED
20 GAGE GALVANIZED
SHEET METAL HOOD
TEK SCREW (TYPICAL)
ATTACH MOUNTING BRACKET
TO INSIDE TOP OF ROOF
CURB AS SHOWN USING 4
TEK SCREWS.
HURRICANE BRACKET. SEE
BLOW-UP BELOW.
CURB SEALER (AS SPECIFIED)
UNISTRUT ANCHORED TO CURB.
CLAMP DISCHARGE AND DRAIN LINES
WITH HYDRO-ZORB OR CUSHA CLAMP
PRE-FABRICATED
CURB
ROOF CURB
WOOD NAILER STRIP
AFTER MOUNTING EQUIPMENT ON
ROOF CURB, ATTACH BOTTOM OF
BRACKET TO BASE RAIL OF EQUIP.
AS SHOWN USING 4 TEK SCREWS.
CADMIUM FASTENERS SPACED
PER MANUFACTURER SPEC.
MINIMUM 2 PER SIDE
HARDWARE PACKAGE:
FACTORY BUILT LINED ROOF
CURB BY SAME MANUFACTURER
AS EXHAUST FAN
SCALE: NONE
8"
ROOF MEMBRANE &
INSULATION.
ROOF DECK
12"
(4) 10 GAUGE STEEL ATTACHMENT
BRACKETS MANUFACTURED BY AES-INC.
PHONE: 800-786-0402.
(32) #10 TEK SCREWS
ROOF DECK
CONDENSING
UNIT
PIPE HOOD
SS
1
EQUIPMENT CURB
SECTION
(2) BRACKETS ON EACH LONG SIDE
OF CURB, EQUALLY SPACED.
SUCTION & LIQUID
LINES, SIZE &
INSTALL PER
MANUFACTURER'S
INSTRUCTIONS
(TYPICAL)
ROOF
ALEXANDER CITY, AL
SCALE: NONE
1612 MILLS SQUARE
DOWNBLAST EXHAUST FAN
DATE:
ROOFTOP UNIT (RAIL SECTION)
8
CHECKED:
SEE STRUCTURAL PLANS
FOR SUPPORT
RJK
RNC
TREATED WOOD BLOCKING
BELOW CURB
WELD CURB
TO STRUCTURE
08/23/10
ROOFING
PRE-FABRICATED
CURB
DRAWN:
18"X18" EXHAUST INTAKE
WITH 1/4"X1/4"
GALVANIZED MESH SCREEN
OVER OPENING. TYPICAL
ON ALL FOUR SIDES OF
DUCT RISER.
1
SEE STRUCTURAL PLANS
FOR SUPPORT
CONDUIT BY DIVISION 16
2" DEEP DRIP PAN SEALED
WATER TIGHT.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
POWER OR GRAVITY ROOF
VENTILATOR-EXHAUST
REV. NUMBER:
FIRST DIMENSION GIVEN
IS OF SIDE SHOWN
1/4" NEOPRENE FOAM GASKET
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
MOTOR (DAMPER OR VALVE)
DATE:
M
DESCRIPTION:
DUCT ELBOW DOWN
CERTIFICATION:
WXD
FLEXIBLE DUCT
STORE NUMBER
CONDUIT BY DIVISION 16
BRACKET LOCATIONS
(TYPICAL OF 4)
BACKDRAFT DAMPER IN ROOF
CURB DAMPER TRAY
PROJECT NUMBER
03510-01
SHEET TITLE
RTU OR FAN
SQUARE DUCT RISER TO
EXHAUST FAN. DUCT SIZE TO
MATCH DAMPER SIZE.
FAN COIL UNIT MOUNTED ON
WALL. INSTALL PER
MANUFACTURER'S
INSTRUCTIONS (TYPICAL)
2" DEEP DRIP PAN SEALED
WATER TIGHT
SS
1
SCREW LOCATIONS
(TYPICAL OF 8)
EXHAUST DUCT. SEE PLAN
FOR SIZE
NOTE:
HEIGHT OF DRAIN &
DISCHARGE LINES TO
MATCH SPECIFIC SPACE
FOR DISCHARGE
CONDENSER. ALLOW
TO DROP INTO INLET
SHEET NUMBER
EQUIPMENT PLAN
WALL
BRACKET BLOW-UP
M-2
FLOOR
7
DOWNBLAST EXHAUST FAN
SCALE: NONE
HVAC
SCHEDULES
& DETAILS
6
EQUIP. HOLD DOWN BRACKETSCALE: NONE
3
SPLIT SYSTEM PIPING
SCALE: NONE
E
C
D
4.
PROVIDE NEW DRY PENDENT HEADS IN INTERIOR FREEZERS & COOLERS.
SEAL ESCUTCHEON VAPOR
TIGHT W/ FROTH-PAK
POLY- URETHANE FOAM
PRIOR TO OPERATION OF
REFRIGERATED SPACE
5.
PROVIDE NEW SEMI RECESSED SPRINKLER HEADS IN ALL NEW ACOUSTIC CEILING.
6.
ALL FIRE PROTECTION WORK TO BE EXECUTED IN STRICT CONFORMANCE WITH NFPA 13 & LOCAL
CODES & AMENDMENTS. THE SYSTEM SHALL BE GUARANTEED FOR MINIMUM OF ONE (1) YEAR
FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER/ARCHITECT.
7.
SPRINKLER SYSTEM IS BASED ON A ORDINARY HAZARD CLASSIFICATION.
8.
CONTRACTOR TO SECURE ALL NECESSARY PERMITS & APPROVALS FROM AUTHORITY HAVING
JURISDICTION.
DRY PENDENT SPRINKLER
B
SCALE:
NONE
9.
NEW SPRINKLER HEADS SHALL BE PLACED IN CENTER OF TILES WHERE SUSPENDED CEILING
EXISTS.
10.
COORDINATION WITH ALL OTHER TRADES IS REQUIRED PRIOR TO ANY INSTALLATION. SEE
ARCHITECTURAL & STRUCTURAL DRAWINGS FOR EXACT CEILING SPACE AVAILABLE.
11.
VISIT SITE PRIOR TO BIDDING TO CONFIRM LOCATIONS OF EXISTING FIRE MAINS & EXISTING
BRANCH MAINS FOR INSTALLATION OF NEW HEADS AND DEMOLITION OF EXISTING HEADS.
12.
SUBMIT SHOP DRAWINGS TO THE AUTHORITY HAVING JURISDICTION AND THE ARCHITECT.
13.
PROVIDE WARRANTY FOR A MINIMUM TERM OF ONE YEAR OR IN ACCORDANCE WITH THE
GENERAL CONDITIONS, WHICHEVER IS GREATER.
14.
FURNISH & INSTALL ALL HANGERS & STEEL FABRICATIONS, OTHER THAN BUILDING STRUCTURE,
REQUIRED FOR PROPER SUPPORT OF PIPING & EQUIPMENT.
15.
SUPPORT OF PIPES WITH DIAMETER LARGER THAN 2-1/2 INCHES MAY REQUIRED MODIFICATION
OF STRUCTURAL MEMBERS TO SUPPORT INCREASED LOADS. SUSPEND PIPING & EQUIPMENT
SUPPORTED BY BUILDING STRUCTURE ONLY BY THOSE METHODS, AND ONLY AT THOSE
LOCATIONS ACCEPTABLE.
16.
DO NOT SUSPEND PIPING & EQUIPMENT OF ANY SIZE FROM THE ROOF DECK, EXCEPT WHERE
SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER.
16.
WHERE A PIPE HANGER POINT IS NOT DIRECTLY BELOW A STRUCTURAL GIRDER, OR STEEL
JOIST, PROVIDE SUPPLEMENTARY SUPPORTING STEEL FABRICATION TO BRIDGE BETWEEN
STRUCTURAL MEMBERS TO RECEIVE THE HANGER. ATTACH SUPPLEMENTARY MEMBERS TO
BUILDING STRUCTURE ONLY BY THOSE METHODS AND AT THOSE LOCATIONS.
18.
ARRANGE FOR ALL INSPECTIONS, EXAMINATIONS & TESTS IN FULL CONFORMANCE WITH THE
REQUIREMENTS OF ALL APPLICABLE CODES, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
STANDARDS, AUTHORITIES HAVING JURISDICTION, THE OWNER'S INSURANCE COMPANY, AND
THE OWNER'S FIRE PROTECTION CONSULTANT, AS NECESSARY TO OBTAIN COMPLETE AND
FINAL ACCEPTANCE OF THE FIRE SPRINKLER SYSTEM.
A
19.
LEAVE ENTIRE SPRINKLER SYSTEM CLEAN IN EVERY RESPECT AT THE CONCLUSION OF THE
WORK.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
THE FIRE PROTECTION SYSTEM SHALL PROVIDE COVERAGE TO ENTIRE LEASE SPACE, SEE PLAN
FOR LIMITS OF WORK, AND SHALL BE COMPATIBLE WITH THE ARCHITECTURAL CONTRACT
DOCUMENTS LAYOUTS AND AVOID INTERFERENCE WITH WORK OF ALL OTHER TRADES IN THE
BUILDING.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
3.
DATE:
SPRINKLER SYSTEM TO BE DESIGN/BUILD BY SPRINKLER CONTRACTOR DRAWING INDICATES
LAYOUT OF REVISED TENANT SPACE. EXISTING HEADS & NEW HEADS REQUIRED MUST BE FIELD
VERIFIED BY SPRINKLER CONTRACTOR . NEW SPRINKLER HEADS SHALL BE PROVIDED TO MATCH
EXISTING IN CEILING AREAS, CONTRACTOR TO VERIFY QUANTITY & LOCATION OF HEADS AS
PART OF DESIGN/BUILD CONTRACT.
DESCRIPTION:
CAULK ANNULAR SPACE
WATERTIGHT BETWEEN
DRY PENDENT
SPRINKLER & COOLER
PANEL PENETRATION
RECESSED DRY
PENDENT SPRINKLER
F
2.
DRY BARREL TO BE 18"
MINIMUM HEIGHT FOR
SPRINKLERS SERVING
FREEZERS
COOLER OR
FREEZER PANEL
G
WORK IN THIS SECTION INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, PROVIDING ALL
DESIGN, CALCULATIONS, LABOR, MATERIALS, SUPERVISION, TESTING, PERMITS & APPROVALS
REQUIRED TO DESIGN, INSTALL & OBTAIN FINAL ACCEPTANCE OF THE AUTOMATIC FIRE
PROTECTION SPRINKLER SYSTEM COMPLETE IN ALL RESPECTS.
REV. NUMBER:
SEAL ESCUTCHEON VAPOR
TIGHT W/ FROTH PAK
POLYURETHANE FOAM
PRIOR TO OPERATION OF
REFRIGERATED SPACE
1
1.
DRY BARREL TO BE 8"
MINIMUM HEIGHT FOR
SPRINKLERS SERVING
COOLERS
CERTIFICATION:
TEE WITH PLUG
BY:
GENERAL NOTES
WET MAIN
1
BACK
ROOM 'B'
8
117
6
7
2
DRAWN:
VESTIBULE
100
08/23/10
108
DATE:
109
RJK
MEAT
PREP
CHECKED:
MEAT
COOLER
RNC
2
SALES
AREA
PRODUCE
COOLER
FREEZER
110
101
113
1
PROVIDE SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO ACCOMMODATE
NEW CORRIDOR & NEW CEILING IN TOILET ROOMS.
2
PROVIDE SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO ACCOMMODATE
REVISIONS TO BACKROOM AREA.
3
PROVIDE DRY PENDENT SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO
ACCOMMODATE NEW FREEZER. SEE DETAIL 1/FP-1.
4
PROVIDE DRY PENDENT SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO
ACCOMMODATE NEW DAIRY COOLER. SEE DETAIL 1/FP-1.
5
PROVIDE DRY PENDENT SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO
ACCOMMODATE NEW PRODUCE COOLER. SEE DETAIL 1/FP-1.
6
PROVIDE DRY PENDENT SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO
ACCOMMODATE NEW MEAT COOLER. SEE DETAIL 1/FP-1.
7
PROVIDE DRY PENDENT SPRINKLERS & PIPING TO EXISTING FIRE PROTECTION SYSTEM TO
ACCOMMODATE NEW MEAT PREP. SEE DETAIL 1/FP-1.
8
SPRINKLER CONTRACTOR SHALL MODIFY/ADD SPRINKLERS & PIPING TO EXISTING FIRE
SPRINKLER SYSTEM AT SALES AREA & OFFICES IN SALES AREA. ADJUST SPRINKLERS TO
ACCOMMODATE NEW WALL BETWEEN SALES AREA & BACKROOMS.
9
EXISTING FIRE DEPARTMENT CONNECTION.
10
EXTEND EXISTING FIRE PROTECTION SYSTEM TO PROTECT AREA UNDER FRONT CANOPY.
PROVIDE DRY PIPE OR GLYCOL-FILLED SPRINKLER SYSTEM TO MEET REQUIREMENTS OF LOCAL
CODES AND AUTHORITIES HAVING JURISDICTION.
5
BACK
ROOM 'A'
8
111
2
9
PRODUCE
PREP AREA
112
10
MEN
114
SAFE
3
102
1
OFFICE
103
BACK
ROOM 'B'
RECEIVING
116
2
WOMEN
115
117
1
4
STORE NUMBER
8
DAIRY
COOLER
107
1612 MILLS SQUARE
3
PROJECT NUMBER
03510-01
8
BREAK
ROOM
SHEET TITLE
104
8
4
FIRE
PROTECTION
PLAN
NORTH
RIGHT
REAR
FRONT
SHEET NUMBER
FP-1
LEFT
2
FIRE SPRINKLER PLAN
ALEXANDER CITY, AL
KEYED NOTES
SCALE: 1/8" = 1'-0"
PERFORM DEMOLITION AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION.
3.
FIELD VERIFY EXISTING CONDITIONS AND REPORT DISCREPANCIES AS SOON AS POSSIBLE TO THE
ENGINEER.
4.
REMOVE BRANCH CIRCUITS SERVING EQUIPMENT THAT HAS BEEN REMOVED.
5.
REMOVE EQUIPMENT WHERE INDICATED. THIS MAY INCLUDE SWITCHGEAR, FEEDERS, LIGHTING
FIXTURES, MOTOR CONTROLS, SAFETY SWITCHES, DISCONNECTS, AND WIRING DEVICES.
15
6.
FOR DISCONNECTED AND REMOVED ITEMS, PERFORM THE FOLLOWING UNLESS NOTED OTHERWISE:
a.
REMOVE WIRING BACK TO ITS SOURCE.
b.
REMOVE EXPOSED CONDUIT AND BOXES BACK TO THE NEAREST OUTLET BOX REMAINING IN
USE (CONCEALED CONDUIT AND BOXES MAY REMAIN).
c.
INSTALL BLANK COVERS ON ABANDONED FLUSH OUTLETS.
d.
CORRECT PANELBOARD SCHEDULE WHERE WIRING IS REMOVED BACK TO PANELBOARD.
7.
REUSE SUITABLE MATERIAL WHEREVER POSSIBLE. MATERIALS NOT REUSED AND NOT WANTED BY
THE TENANT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE
SITE. MATERIALS TURNED OVER TO THE OWNER WILL BE STORED AS DIRECTED.
PNL-RDP(E)
8.
CUT OFF EXPOSED STUB-UPS FLUSH WITH FLOOR AND PATCH FLOOR AS REQUIRED.
MDP(E)
9.
SEE ARCHITECTURAL PLAN, FIXTURE PLANS, MECHANICAL AND REFRIGERATION PLANS FOR SCOPE
OF DEMOLITION.
PNL-EM(E)
10. REMOVE ALL ELECTRICAL EQUIPMENT, DEVICES, BOXES, ETC. IN OR ON EXISTING WALLS, CEILINGS
OR FLOORS WHICH ARE BEING REMOVED. PROVIDE COVER PLATES AND PATCH WALL, CEILING AND
FLOOR AS REQUIRED.
14
11. DISCONNECT EXISTING CASES, FIXTURES AND EQUIPMENT THAT ARE BEING REMOVED.
12. ALL EXISTING LIGHTING IS TO REMAIN UNLESS NOTED OTHERWISE.
WIREWAY(E)
PNL-PL(E)
300A DISC.(E)
14 PNL-PLA(E)
200A DISC.(E)
10 PNL-PLL(E)
14
14
1
13. REMOVE ALL UNUSED LOW VOLTAGE WIRING.
PNL-PS(E) 14
100A DISC.(E)
PNL-PMA(E) 11
PNL-PM(E) 13
PNL-PH(E) 12
ELECTRICAL DEMOLITION MEZZ. PLAN
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
14
5
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
2.
17
DATE:
MAINTAIN CONTINUITY OF SERVICE TO ALL ELECTRICAL UTILIZATION EQUIPMENT THAT REMAINS IN
SERVICE. PROVIDE TEMPORARY WIRING AS REQUIRED.
DESCRIPTION:
1.
REV. NUMBER:
J
BY:
GENERAL NOTES
14
SCALE: 3/32" = 1'-0"
CERTIFICATION:
PNL-A/C(E)
KEYED NOTES
6
1
1
5
1
4
1.
FOR EQUIPMENT OR FIXTURE OUTSIDE SAVE-A-LOT SPACE, DISCONNECT EQUIPMENT OR FIXTURE
FROM SAVE-A-LOT ELECTRICAL SERVICE AND ABANDON IN PLACE.
2.
NOT USED.
3.
DISCONNECT AND REMOVE EXISTING GENERAL LIGHT FIXTURES, EMERGENCY LIGHT FIXTURES, EXIT
SIGNS AND ALL ASSOCIATED WIRING IN THIS AREA.
4.
DISCONNECT AND REMOVE EXISTING FLUORESCENT STRIP FIXTURES FOR THE CONSTRUCTION OF
NEW DEMISING WALL.
5.
DISCONNECT AND REMOVE EXISTING FLUORESCENT STRIP FIXTURES.
6.
EXISTING LIGHT FIXTURES TO REMAIN. MAKE FULLY OPERATIONAL.
7.
DISCONNECT AND REMOVE EXISTING EQUIPMENT AND ALL ASSOCIATED WIRING DEVICES, EXPOSED
CONDUITS, BOXES, AND CORDS SERVING EXISTING EQUIPMENT.
8.
NOT USED.
NOT USED.
4
3
3
9.
7
7
10. RE-USE EXISTING PANEL "PLL" AND RE-LABEL AS "LA".
11. RE-USE EXISTING PANEL "PMA" AND RE-LABEL AS "LB".
12. RE-USE EXISTING PANEL "PH" AND RE-LABEL AS "LC".
13. RE-USE EXISTING PANEL "PM" AND RE-LABEL AS "LD".
5
5
14. DISCONNECT EXISTING PANEL AND ABANDON IN PLACE.
15. EXISTING ELECTRIC WATER HEATER TO REMAIN.
7
DATE:
DRAWN:
CHECKED:
7
3
08/23/10
17. COORDINATE WITH DIVISION 15 TO DISCONNECT AND REMOVE ANY WIRING ASSOCIATED WITH
LOUVER AND ANY MECHANICAL OR HVAC EQUIPMENT IN THE MEZZANINE.
MKQ
PNL-CP(ER)
3
16. DISCONNECT AND REMOVE EXISTING PANEL.
BER/BR
2
3
5
PNL-PD(E)
16
3
6
1612 MILLS SQUARE
3
7
3
7
ALEXANDER CITY, AL
7
STORE NUMBER
4
4
4
PROJECT NUMBER
03510-01
SHEET TITLE
1
1
ELECTRICAL
DEMOLITION
PLAN
G
F
E
D
C
B
A
REAR
NORTH
RIGHT
FRONT
SHEET NUMBER
LEFT
E-0
2
ELECTRICAL DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
PERFORM DEMOLITION AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION.
3.
FIELD VERIFY EXISTING CONDITIONS AND REPORT DISCREPANCIES AS SOON AS POSSIBLE TO THE
ENGINEER.
4.
REMOVE BRANCH CIRCUITS SERVING EQUIPMENT THAT HAS BEEN REMOVED.
5.
REMOVE EQUIPMENT WHERE INDICATED. THIS MAY INCLUDE SWITCHGEAR, FEEDERS, LIGHTING
FIXTURES, MOTOR CONTROLS, SAFETY SWITCHES, DISCONNECTS, AND WIRING DEVICES.
15
6.
FOR DISCONNECTED AND REMOVED ITEMS, PERFORM THE FOLLOWING UNLESS NOTED OTHERWISE:
a.
REMOVE WIRING BACK TO ITS SOURCE.
b.
REMOVE EXPOSED CONDUIT AND BOXES BACK TO THE NEAREST OUTLET BOX REMAINING IN
USE (CONCEALED CONDUIT AND BOXES MAY REMAIN).
c.
INSTALL BLANK COVERS ON ABANDONED FLUSH OUTLETS.
d.
CORRECT PANELBOARD SCHEDULE WHERE WIRING IS REMOVED BACK TO PANELBOARD.
7.
REUSE SUITABLE MATERIAL WHEREVER POSSIBLE. MATERIALS NOT REUSED AND NOT WANTED BY
THE TENANT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE
SITE. MATERIALS TURNED OVER TO THE OWNER WILL BE STORED AS DIRECTED.
PNL-RDP(E)
8.
CUT OFF EXPOSED STUB-UPS FLUSH WITH FLOOR AND PATCH FLOOR AS REQUIRED.
MDP(E)
9.
SEE ARCHITECTURAL PLAN, FIXTURE PLANS, MECHANICAL AND REFRIGERATION PLANS FOR SCOPE
OF DEMOLITION.
PNL-EM(E)
10. REMOVE ALL ELECTRICAL EQUIPMENT, DEVICES, BOXES, ETC. IN OR ON EXISTING WALLS, CEILINGS
OR FLOORS WHICH ARE BEING REMOVED. PROVIDE COVER PLATES AND PATCH WALL, CEILING AND
FLOOR AS REQUIRED.
14
11. DISCONNECT EXISTING CASES, FIXTURES AND EQUIPMENT THAT ARE BEING REMOVED.
12. ALL EXISTING LIGHTING IS TO REMAIN UNLESS NOTED OTHERWISE.
WIREWAY(E)
PNL-PL(E)
300A DISC.(E)
14 PNL-PLA(E)
200A DISC.(E)
10 PNL-PLL(E)
14
14
1
13. REMOVE ALL UNUSED LOW VOLTAGE WIRING.
PNL-PS(E) 14
100A DISC.(E)
PNL-PMA(E) 11
PNL-PM(E) 13
PNL-PH(E) 12
ELECTRICAL DEMOLITION MEZZ. PLAN
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
14
5
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
2.
17
DATE:
MAINTAIN CONTINUITY OF SERVICE TO ALL ELECTRICAL UTILIZATION EQUIPMENT THAT REMAINS IN
SERVICE. PROVIDE TEMPORARY WIRING AS REQUIRED.
DESCRIPTION:
1.
REV. NUMBER:
J
BY:
GENERAL NOTES
14
SCALE: 3/32" = 1'-0"
CERTIFICATION:
PNL-A/C(E)
KEYED NOTES
6
1
1
5
1
4
1.
FOR EQUIPMENT OR FIXTURE OUTSIDE SAVE-A-LOT SPACE, DISCONNECT EQUIPMENT OR FIXTURE
FROM SAVE-A-LOT ELECTRICAL SERVICE AND ABANDON IN PLACE.
2.
NOT USED.
3.
DISCONNECT AND REMOVE EXISTING GENERAL LIGHT FIXTURES, EMERGENCY LIGHT FIXTURES, EXIT
SIGNS AND ALL ASSOCIATED WIRING IN THIS AREA.
4.
DISCONNECT AND REMOVE EXISTING FLUORESCENT STRIP FIXTURES FOR THE CONSTRUCTION OF
NEW DEMISING WALL.
5.
DISCONNECT AND REMOVE EXISTING FLUORESCENT STRIP FIXTURES.
6.
EXISTING LIGHT FIXTURES TO REMAIN. MAKE FULLY OPERATIONAL.
7.
DISCONNECT AND REMOVE EXISTING EQUIPMENT AND ALL ASSOCIATED WIRING DEVICES, EXPOSED
CONDUITS, BOXES, AND CORDS SERVING EXISTING EQUIPMENT.
8.
NOT USED.
NOT USED.
4
3
3
9.
7
7
10. RE-USE EXISTING PANEL "PLL" AND RE-LABEL AS "LA".
11. RE-USE EXISTING PANEL "PMA" AND RE-LABEL AS "LB".
12. RE-USE EXISTING PANEL "PH" AND RE-LABEL AS "LC".
13. RE-USE EXISTING PANEL "PM" AND RE-LABEL AS "LD".
5
5
14. DISCONNECT EXISTING PANEL AND ABANDON IN PLACE.
15. EXISTING ELECTRIC WATER HEATER TO REMAIN.
7
DATE:
DRAWN:
CHECKED:
7
3
08/23/10
17. COORDINATE WITH DIVISION 15 TO DISCONNECT AND REMOVE ANY WIRING ASSOCIATED WITH
LOUVER AND ANY MECHANICAL OR HVAC EQUIPMENT IN THE MEZZANINE.
MKQ
PNL-CP(ER)
3
16. DISCONNECT AND REMOVE EXISTING PANEL.
BER/BR
2
3
5
PNL-PD(E)
16
3
6
1612 MILLS SQUARE
3
7
3
7
ALEXANDER CITY, AL
7
STORE NUMBER
4
4
4
PROJECT NUMBER
03510-01
SHEET TITLE
1
1
ELECTRICAL
DEMOLITION
PLAN
G
F
E
D
C
B
A
REAR
NORTH
RIGHT
FRONT
SHEET NUMBER
LEFT
E-0
2
ELECTRICAL DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
PROVIDE 0 DEGREE OR MINUS 20 DEGREE BALLAST.
3.
PROVIDE 0 DEGREE BALLASTS IN ALL APPLICABLE EXTERIOR LIGHT FIXTURES. PROVIDE -20 DEGREE
BALLASTS FOR EXTERIOR LIGHT FIXTURES IN AREAS WITH DESIGN TEMPERATURE BELOW 0 DEGREE F.
4.
PROVIDE PLASTIC TUBE GUARD COVERS OVER ALL AREAS FOR FOOD PREPARATION AND OTHER OPEN
AREAS AS REQUIRED BY HEALTH DEPARTMENT.
5.
LAMP IS PROVIDED WITH FIXTURE. FURNISHED WITH BATTERY BACKUP, MINIMUM 90 MINUTES
RUNNING TIME.
6.
ALL LIGHT FIXTURES WITH THE DESIGNATION OF NL ARE NIGHT LIGHTS AND CIRCUITED UNSWITCHED,
24/7.
7.
THE BRANCH CIRCUIT FEEDING THE EMERGENCY/EXIT LIGHTS SHALL BE THE SAME BRANCH
CIRCUIT AS THAT SERVING THE NIGHT LIGHTING IN THE AREA AND SHALL BE CONNECTED AHEAD
OF ANY LOCAL SWITCHES AND PROVIDED WITH A LOCK-ON FEATURE.
2.
PROVIDE PLASTIC TUBE GUARD COVERS FOR STRIP FIXTURES USED IN ALL FOOD PREPARATION
AREAS.
3.
ALL DISCONNECTED ELECTRICAL WIRING TO BE TERMINATED ABOVE THE CEILING.
4.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES AND ORDINANCES OF THE
AUTHORITY HAVING JURISDICTION.
5.
ALL EQUIPMENT AND MATERIALS SHALL BE UL LISTED AND LABELED FOR TYPES OF EQUIPMENT AND
MATERIALS FOR WHICH LISTING AND LABELING IS AVAILABLE.
6.
FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE ELECTRICAL
SYSTEM.
7.
MINIMUM WIRE SIZE SHALL BE #12 A.W.G. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL
BE COPPER WITH "THWN" INSULATION UNLESS NOTED OTHERWISE.
8.
ALL WIRE SHALL BE IN CONDUIT UNLESS NOTED OTHERWISE.
9.
PVC CONDUIT SHALL NOT BE INTALLED ABOVE GRADE.
ELECTRICAL CONTRACTOR TO VERIFY MOUNTING HEIGHT WITH SAVE-A-LOT SUPERVISOR.
**LAMPS: I - INCANDESCENT; F - FLUORESCENT; MV - MERCURY VAPOR; MH - METAL HALIDE; Q - QUARTZ;
HPS - HIGH PRESSURE SODIUM
10. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS
GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS
OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
11. PROVIDE A SEPARATE GROUNDING CONDUCTOR FOR ALL FEEDERS AND BRANCH CIRCUITS.
12. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE SIZED TO PREVENT VOLTAGE DROP EXCEEDING 3
PERCENT AT THE FARTHEST OUTLET OF POWER. WHERE VOLTAGE DROP IS DETERMINED TO EXCEED
THIS VALUE THE CONTRACTOR SHALL INCREASE THE SIZE OF CONDUCTORS AS REQUIRED.
BY:
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
2.
1.
DATE:
PRICING MUST INCLUDE FREIGHT ALLOWED TO JOB SITE.
DESCRIPTION:
1.
GENERAL NOTES
REV. NUMBER:
LIGHT FIXTURE SCHEDULE NOTES
13. SEAL AROUND AND WITHIN CONDUITS PASSING THROUGH EXTERNAL WALLS, FLOORS, AND THOSE
PASSING THROUGH WALLS, FLOORS, AND CEILING OF WALK-IN COOLERS AND FREEZERS.
14. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS TO ALL EQUIPMENT UNLESS
NOTED OTHERWISE.
PNL-A/C(E)
E
E
C
C
D
D
B
B
KEYED NOTES
A
A
13
13
2A/LA-16
2A/LA-16
X5
X5
LA-21
LA-21
NL
NL
2A/LA-16
2A/LA-16
X5
X5
LA-21
LA-21
TYPE 5
TYPE 5
2A/LA-16
2A/LA-16
LA-22
LA-22
2A/LA-17
2A/LA-17
LA-22
LA-22
NL
NL
3
3
2A
2A
LA-21
LA-21
X5
X5
LA-21
LA-21
13E
13E
LA-16
LA-16
13E
13E
LA-16
LA-16
X1B
X1B
LA-19
LA-19
DL
DL
2
2
54A
54A
LA-24
LA-24
2A/LA-17
2A/LA-17
X5
X5
LA-21
LA-21
2A/LA-16
2A/LA-16
2A/LA-13
2A/LA-13
X5/LA-19
X5/LA-192A/LA-11
2A/LA-11
2A/LA-10
2A/LA-10
2A/LA-9
2A/LA-9
2A/LA-12
2A/LA-12
NL
NL
3
3
2A
2A
LA-19
LA-19
X5
X5
LA-21
LA-21
2A/LA-9
2A/LA-9
2A/LA-8
2A/LA-8
X5/LA-19
X5/LA-19
2A/LA-6
2A/LA-6
2A/LA-5
2A/LA-5
2A/LA-4
2A/LA-4
2A/LA-3
2A/LA-3
NL
NL
3
3
2A
2A
LA-19
LA-19
2A/LA-7
2A/LA-7
2A/LA-22
2A/LA-22
TYPE 6
TYPE 6
X5
X5
LA-21
LA-21
2A/LA-22
2A/LA-22
LA-18
LA-18
2B/LA-15
2B/LA-15
2A/LA-2
2A/LA-2
2A/LA-2
2A/LA-2
4A/LA-24
4A/LA-24
6.
PROVIDE (3) 120V, 30A CIRCUIT FOR BUILDING MOUNTED EXTERIOR SIGNS. FIELD VERIFY EXACT
LOCATION AND MAKE CONNECTION TO EMS THROUGH CONTACTORS.
7.
PROVIDE (1) 3/4"C-2#10; 1#10 GND FOR PYLON SIGN. PROVIDE CONDUIT, J-BOXES, WIRING AND
ALL REQUIRED CUTTING AND PATCHING. PROVIDE TIME CLOCK CONTROL NEARBY. VERIFY
LOCATION.
8.
NOT USED.
9.
REUSE EXISTING CIRCUITS FOR SALES AREA LIGHTING TO THE EXTENT POSSIBLE. PROVIDE
CIRCUITING THROUGH LIGHTING CONTACTORS PER CONTACTOR SCHEDULE AND LIGHTING
CONTROL ZONE.
12. PROVIDE NEW STRIP FIXTURES WITH 0 DEGREE BALLAST FOR EXTERIOR LIGHTS.
2A/LA-9
2A/LA-9
X4
X4
LA-19
LA-19
4
4
2A/LA-4
2A/LA-4
X5
X5
LA-19
LA-19
X5
X5
LA-19
LA-19
X5
X5
LA-19
LA-19
2A/LA-13
2A/LA-13
2A/LA-12
2A/LA-12
2A/LA-11
2A/LA-11
2A/LA-10
2A/LA-10
2A/LA-9
2A/LA-9
2A/LA-8
2A/LA-8
2A/LA-7
2A/LA-7
X5
X5
LA-19
LA-19
2A/LA-6
2A/LA-6
2A/LA-5
2A/LA-5
2A/LA-4
2A/LA-4
PNL-CR
PNL-CR
2A/LA-3
2A/LA-3
2B/LA-14
2B/LA-14
2B/LA-13
2B/LA-13
X5
X5
LA-19
LA-19
2B/LA-11
2B/LA-11
2B/LA-10
2B/LA-10
2B/LA-9
2B/LA-9
2B/LA-8
2B/LA-8
X5
X5
LA-19
LA-19
2B/LA-6
2B/LA-6
2B/LA-5
2B/LA-5
2B/LA-4
2B/LA-4
2B/LA-3
2B/LA-3
J
J
4A/LA-24
4A/LA-24
12
12
OCCUPANCY SENSORS
CONTRACTOR SHALL PROVIDE OCCUPANCY SENSOR SYSTEMS IN EACH AREA INDICATED ON THE PLANS
AND SCHEDULED BELOW. EACH SYSTEM SHALL BE COMPLETE WITH ALL NECESSARY POWER PACK
INTERFACE RELAYS (PP) AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR SHALL
INSTALL AND WIRE SENSOR SYSTEM PER THE MANUFACTURES WIRING DIAGRAMS. SET ALL SENSOR TIME
DELAYS TO 15 MINUTES UNLESS NOTED OTHERWISE. SENSOR SYSTEM TYPES ARE AS FOLLOWS:
4A/LA-24
4A/LA-24
2B/LA-1
2B/LA-1
4A/LA-24
4A/LA-24
2A/LA-17
2A/LA-17
3
3
13E/LA-1
13E/LA-1
TYPE 1
TYPE 1
X5
X5
2B/LA-2
LA-19 2B/LA-2
13E/LA-1
LA-19
13E/LA-1
13E
13E
LA-1
LA-1
2B/LA-7
2B/LA-7
2B/LA-12
2B/LA-12
LA-38,40,42
LA-38,40,42
6
6
7
7
2A/LA-1
2A/LA-1
2A/LA-2
2A/LA-2
2A/LA-14
2A/LA-14
2
2
4A/LA-24
4A/LA-24
3
3
X5
NL
X5
LA-19 NL
LA-19
LA-18
LA-18
4A/LA-24
4A/LA-24
4A/LA-24
4A/LA-24
2A/LA-3
2A/LA-3
1
1
2B
2B
LA-18
LA-18
2A/LA-2
2A/LA-2
2A/LA-2
2A/LA-2
LA-36
LA-36
NL
NL
3
3
2A
2A
LA-19
LA-19
TYPE 5
TYPE 5
LA-18
LA-18
2A/LA-15
2A/LA-15
4A/LA-24
4A/LA-24
X5
X5
LA-19
LA-19
2A/LA-20
2A/LA-20
LA-18
LA-18
2A/LA-2
2A/LA-2
2A/LA-2
2A/LA-2
X7
X7
LA-19
LA-19
9
9
2A/LA-20
2A/LA-20
LA-22
LA-22
2A/LA-18
2A/LA-18
X1B
X1B
LA-19
LA-19
2A/LA-14
2A/LA-14
X5
X5
LA-19
LA-19
2A/LA-22
2A/LA-22
2A/LA-17
2A/LA-17
NL
NL
3
3
2A
2A
LA-21
LA-21
X5
X5
LA-19
LA-19
2A/LA-9
2A/LA-9
2A/LA-22
2A/LA-22
TYPE 6
TYPE 6
X5
X5
LA-21
LA-21
13
13
2B/LA-17
2B/LA-17
NL
3
NL
3
2A
2A
LA-19
LA-19
TYPE 5
TYPE 5
NL
NL
3
3
2A
2A
LA-21
LA-21
2A/LA-17
2A/LA-17
UTILITY
UTILITY
TRANSFORMER(E)
TRANSFORMER(E)
4
4
X4
X4
LA-17
LA-17
LA-22
LA-22
2A/LA-16
2A/LA-16
TYPE 5
TYPE 5
2A/LA-3
2A/LA-3
2A/LA-1
2A/LA-1
1
1
LA-16
(E) CONC
LA-16
(E) CONC
COOLER
COOLER
SLAB @
SLAB @
F.F.E.
F.F.E.
LA-16
LA-16
2A/LA-4
2A/LA-4
2A/LA-9
2A/LA-9
2A/LA-15
2A/LA-15
TYPE 5
TYPE 5
2A/LA-5
2A/LA-5
NL
NL
3
3
2A
2A
LA-19
LA-19
4A
4A
LA-20
LA-20
LA-16
LA-16 1
1
LA-16
LA-16
2A/LA-6
2A/LA-6
NOT USED.
2A/LA-1
2A/LA-1
4A
4A
LA-20
LA-20
X5
X5
LA-21
LA-21
4A
4A
LA-20
LA-20
4A
4A
LA-20
LA-20
2A/LA-16
2A/LA-16
2A/LA-8
2A/LA-8
X1B
X1B
LA-19
3 2A/LA-19
3 2A/LA-19 LA-19
4A
4A
LA-20
LA-20
4A
4A
LA-20
LA-20
2A/LA-17
2A/LA-17
2A/LA-9
2A/LA-9
X5/LA-19
X5/LA-19
2A/LA-16
2A/LA-16
(E) CONC
(E) CONC
FREEZER
FREEZER
SLAB @ -4"
SLAB @ -4"
BELOW
BELOW
F.F.E.
F.F.E.
2A/LA-10
2A/LA-10
5.
13E/LA-1
13E/LA-1
13E
13E
LA-1
LA-1
4A/LA-24
4A/LA-24
12
12
4A/LA-24
4A/LA-24
1.
360 DEGREE, STANDARD RANGE, I.R. TYPE, (NO P.P. REQUIRED), CEILING MOUNTED, SENSOR SWITCH
# CMR-9.
2.
INFRARED/ULTRA SONIC TYPE, (NO P.P. REQUIRED), CEILING MOUNTED, SENSOR SWITCH # CMR-PDT.
3.
LOW TEMP/HIGH HUMIDITY TYPE, (NO P.P. REQUIRED), 360 DEGREE, CEILING MOUNTED SENSOR
SWITCH # CMRB-9 LT.
4.
WALL SWITCH, I. R. TYPE; (NO PP REQUIRED); WALL MOUNTED; SENSOR SWITCH #WSD-V.
5.
WALL SWITCH TYPE TIMER; WATT STOPPER #TS-300.
6.
360 DEGREE, STANDARD RANGE, I.R. TYPE, 2 POLE (NO P.P. REQUIRED), CEILING MOUNTED, SENSOR
SWITCH # CMR-9-2P.
LEGENDS
STORE NUMBER
PROJECT NUMBER
03510-01
SHEET TITLE
TYPE 1
TYPE 1
4
4
(N) NEW
(E) EXISTING TO REMAIN
(ER) EXISTING RELOCATED
(R) REMOVE
LIGHTING
PLAN
ALL OTHERS NEW UNLESS NOTED OTHERWISE.
SHEET NUMBER
E-1
2
LIGHTING PLAN
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
X1B
X1B
LA-21
LA-21
NL
NL
3
3
2A
2A
LA-21
LA-21
2A/LA-13
2A/LA-13
PROVIDE EXTERIOR EMERGENCY LIGHT TO BE MOUNTED BY OR ABOVE THE EXIT DOORS.
11. NOT USED.
1
1
X5/LA-19
X5/LA-19
2A/LA-2
2A/LA-2
4.
08/23/10
(N) CONC
(N) CONC
4
STOOP
4
STOOP
X4
X4
LA-17
LA-17
2A/LA-14
2A/LA-14
X5/LA-19
X5/LA-19
2A/LA-7
2A/LA-7
PROVIDE A NIGHT LIGHT AND CONNECT TO THE NEAREST EMERGENCY CIRCUIT. NIGHT LIGHT SHALL
REMAIN ON AT ALL TIMES AND SHALL NOT BE RUN THROUGH LIGHTING CONTACTOR LOCAL
SWITCHES.
DATE:
2A/LA-15
2A/LA-15
X5/LA-19
X5/LA-19
2A/LA-12
2A/LA-11
2A/LA-12
2A/LA-11
3.
1612 MILLS SQUARE
X5
X5
LA-21
LA-21
INSTALL TYPE 'DL' FIXTURE AND PROVIDE REQUIRED RECEPTACLE. VERIFY AND COORDINATE EXACT
LOCATION WITH SAL PROJECT MANAGER AND POWER PLAN.
10. NOT USED.
4A/LA-24
4A/LA-24
2A/LA-16
2A/LA-16
2.
BER\BKM
2A/LA-16
2A/LA-16
MAKE CONNECTION TO INCANDESCENT LIGHT FIXTURES FURNISHED NIC. WITH COOLER AND
FREEZER BOXES.
DRAWN:
2A/LA-17
2A/LA-17
(E) CONC
(E) CONC
FREEZER
FREEZER
SLAB @ -4"
SLAB @ -4"
BELOW
BELOW
F.F.E.
F.F.E.
1.
MKQ
F
F
CHECKED:
G
G
CERTIFICATION:
15. FIXTURES SHOWN WITHOUT FIXTURE TYPE ARE EXISTING TO REMAIN. CIRCUIT THROUGH
CONTACTOR PER CONTACTOR SCHEDULE. MAKE ALL EXISTING EXTERIOR AND INTERIOR FIXTURES
THAT ARE TO REMAIN FULLY OPERATIONAL.
16. PROVIDE CEILING MOUNTED EMERGENCY FIXTURES FOR THE MAIN SALES AREA EXCEPT WHERE
FIXTURE IS SHOWN AGAINST THE WALL OR COLUMNS. MOUNT WALL OR COLUMN MOUNTED
FIXTURES PER LIGHT FIXTURES SCHEDULE.
3.
ALL DISCONNECTED ELECTRICAL WIRING TO BE TERMINATED ABOVE THE CEILING.
4.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES AND ORDINANCES OF THE
AUTHORITY HAVING JURISDICTION.
5.
ALL EQUIPMENTS AND MATERIALS SHALL BE UL LISTED AND LABELED FOR TYPES OF EQUIPMENTS
AND MATERIALS FOR WHICH LISTING AND LABELING IS AVAILABLE.
6.
FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE ELECTRICAL
SYSTEM.
7.
MINIMUM WIRE SIZE SHALL BE #12 A.W.G. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL
BE COPPER WITH "THWN" INSULATION UNLESS NOTED OTHERWISE.
8.
ALL WIRE SHALL BE IN CONDUIT UNLESS NOTED OTHERWISE.
9.
PVC CONDUIT SHALL NOT BE INSTALLED ABOVE GRADE.
10.
TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS
GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN
WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
11.
PROVIDE A SEPARATE GROUNDING CONDUCTOR FOR ALL FEEDERS AND BRANCH CIRCUITS.
12.
CONDUCTORS FOR BRANCH CIRCUITS SHALL BE SIZED TO PREVENT VOLTAGE DROP EXCEEDING 3
PERCENT AT THE FARTHEST OUTLET OF POWER. WHERE VOLTAGE DROP IS DETERMINED TO EXCEED
THIS VALUE THE CONTRACTOR SHALL INCREASE THE SIZE OF CONDUCTORS AS REQUIRED.
13.
SEAL AROUND AND WITHIN CONDUITS PASSING THROUGH EXTERNAL WALLS, FLOORS, AND THOSE
PASSING THROUGH WALLS, FLOORS, AND CEILING OF WALK-IN COOLERS AND FREEZERS.
14.
CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS TO ALL EQUIPMENT UNLESS
NOTED OTHERWISE.
VERIFY LOADS ON EXISTING CIRCUITS AND PANELS BEFORE ADDING TO THEM. DO NOT
OVERLOAD PANELS. CIRCUIT NUMBERS SHOWN ARE TO INDICATE CIRCUITING INTENTION, USE
AVAILABLE CIRCUITS AND PROVIDE NEW BREAKERS AS NEEDED. UPDATE PANEL DIRECTORIES.
CERTIFICATION:
15.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
PROVIDE WEATHER PROOF, GFI RECEPTACLES IN COOLERS, FREEZERS, AND MEAT PREP AREAS.
DATE:
2.
DESCRIPTION:
BRANCH CIRCUIT WIRING IS NOT SHOWN. PROVIDE BRANCH CIRCUIT WIRING AS REQUIRED PER
N.E.C., NOTES, SPECIFICATIONS, AND PANEL SCHEDULES.
REV. NUMBER:
1.
BY:
GENERAL NOTES
G
F
E
C
D
B
A
CR-26
LB-1
D
5.
PROVIDE JUNCTION BOXES, CONDUITS AND PULL-STRING REQUIRED FOR THERMOSTAT OR
TEMPERATURE SENSOR. VERIFY AND COORDINATE EXACT LOCATION AND REQUIREMENTS WITH
MECHANICAL (DIVISION 15) CONTRACTOR AND SAVE-A-LOT PROJECT MANAGER.
6.
PROVIDE DUPLEX RECEPTACLE FOR PRODUCE CASE MISTING SYSTEM AT 60" A.F.F. COORDINATE
EXACT MOUNTING LOCATION WITH SAL PROJECT MANAGER, PLUMBING AND MISTING SYSTEM
VENDOR.
7.
PROVIDE (1) WEATHER PROOF RECEPTACLE WITH ISOLATED GROUND AT 48" A.F.F. FOR UPC SCALE
AND PRINTER AND (1) WEATHER PROOF, GFI RECEPTACLE AT 48" A.F.F. FOR MEAT WRAPPER. IG
RECEPTACLE SHALL HAVE GFI BREAKER. VERIFY EXACT LOCATION WITH SAL PROJECT MANAGER.
8.
PROVIDE GFI RECEPTACLE FOR WRAPPING EQUIPMENT IN PRODUCE PREP. VERIFY EXACT LOCATION
AND HEIGHT WITH SAL PROJECT MANAGER.
9.
PROVIDE RECEPTACLE FOR PALLET JACK BATTERY CHARGER. FIELD VERIFY EXACT LOCATION AND
MOUNTING HEIGHT.
10.
PROVIDE WEATHER PROOF PUSHBUTTON FOR DOOR BELL MOUNTED AT 6'-0" ABOVE GRADE.
2
11.
PROVIDE VIBRATONE DOOR BELL AND REQUIRED CONTROL WIRING. MOUNT AS HIGH AS POSSIBLE.
SEE ALSO OFFICE ELEVATION DETAIL 5/E-4.
22
AC
01
18
12.
NOT USED.
LB-4
13.
PROVIDE J-BOX, CONDUIT, AND WIRING FOR DETEX DOOR ALARM. SEE DETAIL 6/E-4. VERIFY WITH
PROJECT MANAGER.
CR-9 J
J CR-10
LB-3,WP,
48"AFF
14.
PROVIDE RECEPTACLES WITH (2) CIRCUITS DEDICATED FOR BREAK ROOM: (1) FOR REFRIGERATOR
AND (1) FOR MICROWAVE. VERIFY AND COORDINATE EXACT LOCATIONS WITH SAL PROJECT
MANAGER.
15.
PROVIDE RECEPTACLE FOR DOCK LIGHT FIXTURE. VERIFY MOUNTING HEIGHT WITH SAVE A LOT
PROJECT MANAGER.
16.
NOT USED.
17.
NOT USED.
18.
REUSE EXISTING CIRCUIT AND WIRING FOR AUTOMATIC DOOR TO EXTEND POSSIBLE. REFEED FROM
EXISTING TO REMAIN ELECTRICAL PANEL AS REQUIRED AND AS SHOWN ON PLAN.
19.
PROVIDE XLERATOR MODEL XL-W HAND DRYER AND CIRCUIT AS SHOWN.
20.
PROVIDE GFI RECEPTACLE FOR ELECTRIC WATER COOLER. COORDINATE LOCATION WITH DIVISION
15.
21.
NOT USED.
22.
MAKE CONNECTION TO FACTORY MOUNTED RECEPTACLE ON ROOF TOP UNIT.
23.
PROVIDE THE FOLLOWING AT EACH ROOFTOP A/C UNIT:
A.
3/4" CONDUIT STUB FROM A/C UNIT THROUGH THE ROOF TO THE BOTTOM OF ROOF
STRUCTURE. PROVIDE PLASTIC BUSHING ON OPEN END OF CONDUIT. VERIFY AND COORDINATE
WITH EMS CONTRACTOR, PROJECT MANAGER AND LANDLORD.
B.
1/2" CONDUIT STUB FROM A/C TEMPERATURE SENSOR TO BOTTOM OF ROOF STRUCTURE.
PROVIDE PLASTIC BUSHING ON OPEN END OF CONDUIT. VERIFY AND COORDINATE WITH EMS
CONTRACTOR, PROJECT MANAGER AND LANDLORD.
18
CR-21
CR-21
J
J
3
LB-8
1
2
LB-31
CR-25
(E) CONC
COOLER
SLAB @
F.F.E.
J PP J CR-2
CR-1
2
LB-33
J PP J CR-4
CR-3
2
CR-5
J PP J CR-6
LB-35
20
LB-21
GFI
LB-19
22
19
J
LB-13
8
LB-9
UTILITY
TRANSFORMER(E)
J
AC
02
22
J
5
AC
03
2
LB-37
J PP J CR-8
CR-7
LB-4
3
LB-4
5
PNL-CR
GFI
LB-15
LB-18 11
10
23
23
LB-14
13
J
STORE NUMBER
J LB-17
19
SS
01B
SS
01A
LB-27
PROJECT NUMBER
03510-01
EF
01
SHEET TITLE
CR-29
15
LB-20
9
LB-11
08/23/10
5
23
LB-1,WP,
48"AFF
PROVIDE RECESSED RECEPTACLE FOR CUSTOMER AWARENESS. VERIFY EXACT LOCATION WITH SAL
PROJECT MANAGER PRIOR TO INSTALLATION. SUPPORT BOX FROM STRUCTURE INDEPENDENT OF
CEILING.
48"A.F.F.
CR-33
CR-29
14
48"A.F.F.
CR-31
4
POWER
PLAN
SHEET NUMBER
E-2
2
LIGHTING PLAN
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
MT
01
GWH
01
7
J
CR-25
D
4.
DATE:
CR-25
4
LB-3,WP,
48"AFF
MT
02
PROVIDE RECEPTACLE FOR ICE MERCHANDISER. VERIFY LOCATION WITH SAL PROJECT MANAGER.
VERIFY EXACT POWER REQUIREMENT AND RECEPTACLE TYPE WITH VENDOR PRIOR TO INSTALLATION.
1612 MILLS SQUARE
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
3.
LB-6
CR-27
4
(N) CONC
STOOP
LB-14
13
J
PROVIDE TWO-CHANNEL POWER POLE AT CHECKSTANDS FOR POWER AND COMMUNICATION WIRING.
VERIFY LOCATIONS WITH SAL PROJECT MANAGER.
MKQ
BL
01
2.
CHECKED:
1
6
PROVIDE WIRING FOR (2) ADDITIONAL FUTURE CHECKSTAND. COIL WIRE AND SECURE ABOVE THE
CEILING FOR FUTURE USE.
DRAWN:
(E) CONC
FREEZER
SLAB @ -4"
BELOW
F.F.E.
1.
BER/BR
KEYED NOTES
LB-2
SCALE:
NONE
1
(1) 2-CONDUCTOR SHIELDED CABLE (#18 AWG OR LARGER) CONDUCTOR (BLACK & WHITE) - FOR
TEMPERATURE SENSOR.
4.
(2)#14 AWG CONDUCTORS SHIELDED CABLE SHALL BE COLOR CODED AS FOLLOWS:(2) RED - DRY
CONTACT FOR FAN CONTROL.
5.
MAGNETIC SWITCHE SHALL BE PROVIDED WITH EMCC/ECP. THE SWITCH SHALL BE MOUNTED TO
THE OUTSIDE OF FREEZER ABOVE DOOR OPENING ON LATCH SIDE. MOUNT MAGNET TO DOOR
6.
ALL CONTROL WIRE SHALL BE STRANDED.
7.
ALL CONTROL WIRING FOR CASES AND WALK-INS SHALL TERMINATE AT THE REMOTE MANIFOLDS.
8.
ALL CONDUIT FOR REFRIGERATED CASES SHALL BE 1". HOLD SALES AREA STUB-UPS TO WITHIN 1"
OF DIMENSION. SEE REFRIGERATION DRAWINGS FOR DIMENSIONS.
9.
ALL ELECTRICAL WIRING SHALL BE DONE IN STRICT ACCORDANCE WITH THE N.E.C. NO COLOR
CHANGES IN WIRE RUNS OR MISLABELED CIRCUITS WILL BE ACCEPTED. ALL WIRING SHALL BE
DONE ACCORDING TO SAVE-A-LOT SPECIFICATIONS.
10.
PROVIDE THE NECESSARY INTERCONNECTING WIRES AND CONDUIT BETWEEN REFRIGERATION
SYSTEM AND THE AIR-COOLED CONDENSERS.
11.
PROVIDE THE NECESSARY INTERCONNECTING WIRES AND CONDUIT BETWEEN THE
REFRIGERATION SYSTEMS AND THE ATTACHED REFRIGERATED LOADS.
12.
MOUNT AND INSTALL ONE TEMPERATURE SENSOR PER WALK-IN COOLER AND FREEZER. NOTE
THAT THESE SENSORS WILL BE SUPPLIED FROM FACTORY (SHIPPED LOOSE) FOR FIELD
INSTALLATION. (EXCEPTION: CASE SENSOR WILL BE FACTORY MOUNTED.)
13.
PROVIDE THE NECESSARY INTERCONNECTING WIRES BETWEEN THE REFRIGERATION SYSTEM AND
TEMPERATURE SENSORS MOUNTED IN EACH REFRIGERATED CASE. CASE SENSORS WILL BE
FACTORY MOUNTED. NOTE THAT ONLY BELDEN #8762 OR EQUIVALENT CABLE SHALL BE USED TO
COMPLETE THIS CONNECTION. THE BARE GROUND SHIELD, OR DRAIN WIRE, SHALL ONLY BE
CONNECTED AT CONTROL PANEL DOOR REFRIGERATION SYSTEM.
14.
PROVIDE THE NECESSARY CONNECTING WIRES BETWEEN THE REFRIGERATION SYSTEM AND
KLIXONS MOUNTED IN CASES AND UNIT COOLER/FREEZER. KLIXONS ARE TO BE WIRED TO THE
DIGITAL INPUTS ON THE CONTROLLER. KLIXONS WILL BE USED FOR TEMPERATURE TERMINATION
OF DEFROST.
15.
PROVIDE THE NECESSARY INTERCONNECTING WIRES BETWEEN EACH OF THE REFRIGERATION
SYSTEMS AND A LOCATION TO BE DETERMINED BY SAVE-A-LOT, LTD., FOR ESTABLISHING AN IN
STORE ALARM.
16.
E.C. SHALL INSTALL HEAT TRACE MATERIAL SUPPLIED BY REFRIGERATION CONTRACTOR ON MEAT
COOLER AND FREEZER CONDENSATE LINES.
17.
VERIFY FACTORY SETTING ON WIRING ROTATION OF EACH COMPRESSOR.
18.
PROVIDE ASSISTANCE TO REFRIGERATION CONTRACTOR FOR START UP OF ALL REFRIGERATION
ELECTRICAL EQUIPMENT.
19.
IF HVAC AND LIGHTING IS CONTROLLED BY THE REFRIGERATION CONTROLLER, COORDINATE
INSTALLATION AND FINAL TERMINATION WITH ENERGY MANAGEMENT CONTRACTOR. PARTS WILL
BE FURNISHED BY SAVE-A-LOT WITH THE EXCEPTION OF COMMUNICATION INTERFACE BOARD IF
REQUIRED.
20.
ALL DISCONNECTED ELECTRICAL WIRING SHALL BE TERMINATED ABOVE THE CEILING.
PNL-A/C(E)
G
G
FF
E
E
C
C
D
D
B
B
DATE:
3.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
208V, 3PH
MCA = 28.9 AMP
MOCP = 35 AMP
2
ANTI-SWEAT HEATER CIRCUITS TO BE 2 WIRE, 1 HOT AND 1 NEUTRAL. MARK NEUTRAL WITH
PROPER PANEL LETTER AND CIRCUIT NUMBER. RUN CIRCUITS THROUGH ANTI-SWEAT PANEL.
DESCRIPTION:
WP
2.
REV. NUMBER:
CONDENSER
9
VERIFY AND COORDINATE ALL REFRIGERATION EQUIPMENTS, ELECTRICAL REQUIREMENTS AND
ROUGH-IN INFORMATION WITH REFRIGERATION EQUIPMENT SUPPLIER.
CERTIFICATION:
WP
1.
BY:
GENERAL NOTES
A
A
KEYED NOTES
(E)
(E) CONC
CONC
FREEZER
FREEZER
SLAB
SLAB @
@ -4"
-4"
BELOW
BELOW
F.F.E.
F.F.E.
1
1
TS
TS
TS
TS
(N)
(N) CONC
CONC
STOOP
STOOP
AA
22
TS
TS
PROVIDE THE FOLLOWING FOR EACH CONDENSER:
(1) 1/2" CONDUIT STUB FROM EACH CONDENSER CONTROL PANEL THROUGH THE ROOF TO THE
BOTTOM OF THE ROOF STRUCTURE WITH PLASTIC BUSHING ON OPEN ENDS
(1) 3/4" CONDUIT WITH (2)#18 AWG (SHIELDED BELDEN #8760 CABLE OR EQUIVALENT) FROM
COMPRESSOR RACK CONTROLLER TO EACH CONDENSER FOR COMMUNICATIONS.
3.
PROVIDE 1/2" STUB-UP FROM ALARM LOGGER PANEL OF THE ENERGY MANAGEMENT SYSTEM IN THE
MANAGER'S OFFICE TO THE BOTTOM OF ROOF STRUCTURE. PROVIDE PLASTIC BUSHING ON OPEN
ENDS OF CONDUIT.
4.
NOT USED.
5.
NOT USED.
6.
NOT USED.
7.
NOT USED.
8.
PROVIDE CEILING MOUNTED WEATHERPROOF GFI RECEPTACLE FOR CONDENSATE LINE HEAT TAPE
NEAR THE DRAIN END OF EVAPORATOR COILS. MAKE REQUIRED CONNECTION TO DOOR HEATER.
COORDINATE WITH PLUMBING CONTRACTOR AND PROJECT MANAGER.
9.
PROVIDE 208 V, 3 PHASE, 60 AMP WEATHER PROOF DISCONNECT, 3/4"C-3#8; 1#10 GND BRANCH
CIRCUIT AND WIRING FROM COMPRESSOR RACK TO CONDENSER. CONNECT WEATHER PROOF GFI
RECEPTACLE AS SHOWN. VERIFY AND COORDINATE EXACT REQUIREMENT, WIRING AND LOCATION
WITH REFRIGERATION CONTRACTOR AND SAVE-A-LOT PROJECT MANAGER.
TS
TS
AA
11
AA
2B
2B
AA
44
AA
55
TS
TS
BB
16
16
TS
TS
BB
15
15
2
2
TS
TS
DATE:
JJ
TS
TS
MKQ
TS
TS
08/23/10
LB-41
LB-41
CHECKED:
JJ
2.
BER/BR
88
TS
TS
PROVIDE POWER FOR DAIRY COOLER DOOR HEATERS AND DOOR LIGHTS.
DRAWN:
(E)
(E) CONC
CONC
FREEZER
FREEZER
SLAB
SLAB @
@ -4"
-4"
BELOW
BELOW
F.F.E.
F.F.E.
TS
TS
1.
TS
TS JJ
TS
TS
BB
10
10
(E)
(E) CONC
CONC
JCOOLER
JCOOLER
SLAB
SLAB @
@
F.F.E.
F.F.E.
JJ
TS
TS
AA
33
TS
TS
3
3
UTILITY
TRANSFORMER(E)
LD-3
LD-3
ALP
ALP
PNL-CR
TS
TS
JJ
TS
TS
TS
TS
JJ
TS
TS
TS
TS
TS
TS
BB
14
14
AA
77
TS
TS
33
STORE NUMBER
TS
TS
BB
13
13
PROJECT NUMBER
03510-01
TS
TS
AA
88
JJ
LC-36,38
LC-36,38 JJ
11
TS
TS
BB
12
12
TS
TS
TS
TS
TS
TS
JJ
BB
11
11
TS
TS
TS
TS
JJ
AA
99
TS
TS
SHEET TITLE
TS
TS
JJ
4
4
POWER
PLAN
REAR
REAR
NORTH
NORTH
RIGHT
RIGHT
FRONT
FRONT
SHEET NUMBER
E-3
LEFT
LEFT
2
REFRIGERATION POWER PLAN
SCALE: 1/8" = 1'-0"
ALEXANDER CITY, AL
TS
TS
1612 MILLS SQUARE
88
AA
66
LB-39
LB-39
2.
PROVIDE 1" EMPTY CONDUIT WITH PULLSTRING, JUNCTION BOXES AND COVER PLATES IN THE
OFFICE FOR CCTV WIRING BY OTHERS. CONDUIT IS TO RUN CONCEALED IN THE OFFICE WALL
AND EXIT THE WALL WITHIN THE ACCESSIBLE CEILING SPACE ABOVE THE OFFICE.
3.
PROVIDE (1) DUPLEX RECEPTACLE LOCATED 8'-0" ABOVE FINISHED FLOOR FOR CCTV
EQUIPMENT. VERIFY LOCATION WITH THE SAVE-A-LOT PROJECT MANAGER PRIOR TO
INSTALLATION.
4.
PROVIDE ONE (1) DUPLEX RECEPTACLE, 3/4"C WITH PULL STRING, JUNCTION BOX AND COVER
PLATE AT 6'-4" ABOVE FINISHED FLOOR ON THE SIDEWALL WITH SHELVING FOR MUSIC AND
INTERCOM SYSTEMS. VERIFY LOCATION WITH THE SAVE-A-LOT PROJECT MANAGER PRIOR TO
INSTALLATION.
5.
PROVIDE DUPLEX RECEPTACLE AT 48" A.F.F. FOR EMPLOYEE TIME-CLOCK.VERIFY. COORDINATE
EXACT LOCATION AND EXACT HEIGHT WITH SAVE-A-LOT PROJECT MANAGER.
6.
PROVIDE FIVE (5) OVERRIDE SWITCHES FOR CONTACTORS FOR STORE LIGHTING AT 6'-0" ABOVE
FINISHED FLOOR. LABEL TWO (2) SWITCHES "SALES AREA LIGHTING" AND TWO (2) "BACK AREA
AND RECEIVING LIGHTING", AND ONE (1) "CASE LIGHTING". WIRE SWITCHES TO OVERRIDE
ENERGY MANAGEMENT SYSTEM CONTROL.
7.
CONNECT VIBRATONE TO VIBRATONE UNIT AND PUSHBUTTON IN RECEIVING AREA.
8.
FLUSH MOUNT ELECTRICAL PANEL "CR". COORDINATE LOCATION WITH SAVE-A-LOT PROJECT
MANAGER AND FURNITURE LAYOUT SO THAT MINIMUM 3' IN FRONT AND 30" WIDE OF WORKING
SPACE IS ALLOWED.
9.
PROVIDE J-BOX, COVER PLATE AND 3/4"C WITH PULLSTRING TO ACCESSIBLE CEILING FOR
COMMUNICATION WIRING BY OTHERS.
FINISH FLOOR
6
10
4"X4" JUNCTION
BOX 8" A.F.F.
CR-13
HINGE SIDE
RIGID STEEL CONDUIT
3/4" MINIMUM
1'-6"
6'-0"
4"X4" BOX SECURITY
88" A.F.F. (TYPICAL
FOR 2)
6'-8"
3/4" CONDUIT IN MASONRY WALL
FLUSH COUPLING
4"X4" BOX FIRE PULL
STATION 48" A.F.F.
1
OFFICE ELEVATION
SCALE: 1/4" = 1'-0"
3
CONDUIT STUB-UP
SCALE: NONE
10. PROVIDE BOXES, CONDUITS AND PULL-STRING REQUIRED FOR THERMOSTAT. VERIFY AND
COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL (DIVISION 15)
CONTRACTOR AND SAVE-A-LOT PROJECT MANAGER.
11. PROVIDE POWER AND REQUIRED CONDUIT FOR REFRIGERATION ALARM LOGGER PANEL
FURNISHED BY OTHERS (N.I.C). SEE 1/E-1.3. VERIFY AND COORDINATE LOCATION WITH
REFRIGERATION CONTRACTOR AND EMS CONTRACTOR.
8'-0"
NOTE:
DO NOT RUN CONDUIT HORIZONTALLY
IN WALL USED AS RETURN AIR
PLENUMS. VERIFY RETURN AIR WALLS
LOCATIONS WITH MECHANICAL.
CR-22
IG
4"X4" JUNCTION BOX FOR
TIME DELAY BAR 36" A.F.F.
(MOUNT INSIDE THE DOOR
JAMB) MOUNT ON HINGE
SIDE OF DOOR
CR-15
IG
STUD WALL
IG
CR-15
CR-18 CR-13
12. NOT USED.
1'-6"
9
2
DETEX HARDWARE
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
PROVIDE (2) 3/4" EMPTY CONDUITS WITH PULL STRINGS FOR SECURITY WIRE AT THE SAFE.
CONCEAL THE CONDUIT IN WALL AND STUB OUT ABOVE CEILING. VERIFY LOCATION WITH THE
SAVE-A-LOT PROJECT MANAGER PRIOR TO INSTALLATION.
DATE:
1.
DESCRIPTION:
7
REV. NUMBER:
PLUMB CENTERLINE
RIGID STEEL OR
PVC CONDUIT
KEYED NOTES
BY:
KN
CR-20
13. NOT USED.
14. PROVIDE RECEPTACLES AND POWER FOR FIRE ALARM, TELEPHONE BOARD, AND SECURITY
SYSTEMS. SEE DETAIL 8/E-4.
CONDUIT STUB-OUT
CONDUIT
CONCEALED IN
WALL
15. PROVIDE A CONVENIENCE RECEPTACLE FOR COMPRESSOR ROOM.
FLEXIBLE CONDUIT
6
SECURITY CONDUIT
SCALE: NONE
2
OFFICE ELEVATION
SCALE: 1/4" = 1'-0"
2"
REFRIGERATED CASE
WIREWAY
17. PROVIDE THE FOLLOWING AT EACH ROOFTOP A/C UNIT:
A.
3/4" CONDUIT STUB FROM A/C UNIT THROUGH THE ROOF TO THE BOTTOM OF ROOF
STRUCTURE. PROVIDE PLASTIC BUSHING ON OPEN END OF CONDUIT. VERIFY AND
COORDINATE WITH EMS CONTRACTOR, PROJECT MANAGER AND LANDLORD.
B.
1/2" CONDUIT STUB FROM A/C TEMPERATURE SENSOR TO BOTTOM OF ROOF STRUCTURE.
PROVIDE PLASTIC BUSHING ON OPEN END OF CONDUIT. VERIFY AND COORDINATE WITH
EMS CONTRACTOR, PROJECT MANAGER AND LANDLORD.
CERTIFICATION:
REFRIGERATED CASE
16. MAKE CONNECTION TO FACTORY MOUNTED RECEPTACLE ON ROOF TOP UNIT.
18. REFEED EXISTING ELECTRIC WATER HEATER TO EXISTING PANEL TO REMAIN. RE-USE EXISTING
FEEDER TO THE EXTENT POSSIBLE. PROVIDE NEW AS REQUIRED.
FIRE SECURITY TROUGH
6" x 6" x 36"
CR-13
20. PROVIDE 3/4" CONDUIT STUB THROUGH ROOF TO THE BOTTOM OF ROOF STRUCTURE FOR
TEMPERATURE AND LIGHT LEVEL SENSOR. STUB CONDUIT 36" HIGH ABOVE FINISHED ROOF.
14"W x 12"H
11"W x 13"H
21. PROVIDE (2) 1 1/2" CONDUIT STUB UPS WITH PULL-STRINGS OUT OF THE TOP OF
ENVIRONMENTAL CONTROL PANEL (ECP) TO THE BOTTOM OF ROOF STRUCTURE FOR LOW
VOLTAGE CONTROL AND COMMUNICATION WIRING. PROVIDE PLASTIC BUSHING ON OPEN ENDS
OF CONDUIT. VERIFY AND COORDINATE EXACT LOCATION WITH REFRIGERATION CONTRACTOR
AND PROJECT MANAGER.
1'-6"
SCALE: NONE
GEMINI
9600
3'-6"
10
DETEX
POWER
SUPPLY
FIRE
LITE
9200
19. PROVIDE A NIGHT LIGHT AND CONNECT TO THE NEAREST EMERGENCY CIRCUIT. NIGHT LIGHT
SHALL REMAIN ON AT ALL TIMES AND SHALL NOT BE RUN THROUGH LIGHTING CONTACTOR
LOCAL SWITCHES.
CR-15
FIRE
LITE
POWER
SUPPLY
15"W x 15"H
NL
19
2A
LA-21
2A/LA-15
17
3/4"
PLYWOOD
BACKBOARD
3
OFFICE ELEVATION
24"W x 14"H
4
CR-22
19
1
2
7
2A/LA-15
SCALE: 1/4" = 1'-0"
DRAWN:
2
OFFICE ELEVATION
08/23/10
4
DATE:
2A/LA-16
MKQ
2A/LA-15
CR-13
CHECKED:
2A/LA-16
BER/BKR
X5
LA-21
1'-6"
6'-8"
1
IG
18"
A.F.F.
4'-0"
2A
LA-21
22. PROVIDE (3) 1-1/2" CONDUIT STUB UPS WITH PULL-STRINGS FROM EACH DANFOSS
REFRIGERATION RACK CONTROL PANEL TO THE BOTTOM OF ROOF STRUCTURE
(1) FOR LOW VOLTAGE CONTROL,
(1) FOR TEMPERATURE SENSOR & EEPR WIRING AND
(1) FOR COMMUNICATION WIRING.
PROVIDE PLASTIC BUSHING ON OPEN ENDS OF CONDUIT. VERIFY AND COORDINATE EXACT
LOCATION OF WITH REFRIGERATION CONTRACTOR AND PROJECT MANAGER.
23. PROVIDE ELECTRICAL POWER WIRING TO COMPRESSOR RACK MAIN DISCONNECT. VERIFY AND
COORDINATE WITH REFRIGERATION CONTRACTOR. SEE RISER DIAGRAM AND SCHEDULES FOR
FEEDER AND DISCONNECT SIZES.
LB-2
NL
SCALE: 1/4" = 1'-0"
FUTURE BATTERY BOX
AC
04
16
2A/LA-16
4'-0"
15"W x 18"H
SCALE: NONE
2A/LA-16
CR-7
E-3
PC
CR-14
CR-16
J
CR-19
20
J
9
5
2A/LA-15
2A
LA-21
22
LD-1
PROVIDE ONE 1"
CONDUIT TO EACH RTU
23
EWH
01
ECP
(2) 1" CONDUITS
FROM FIRE PULL
STATION AND
SECURITY KEYPAD IN
FRONT OFFICE.
18
TO TBB
6"x6"x36"
3
7
7
2
1
CR-18 CR-13 CR-15 CR-15
CR-20
10
DUPLEX
RECEPTACLES
MOUNTED TO
TELEBACKBOARD
TYP. OF (4) SPACED
AT 8"o.c.
6
PNL-CR
SECURITY
CR-5 15
3
2A/LA-16
FIRE
2A/LA-15
3/4" C. TO T.B. ...4"x4"
WITH PLASTER RING
FOR PHONE JACK
CR-22 3
CR-17
3/4" AND 1" RIGID
CONDUITS TO 1'-0"
A.F.F. (PROVIDE
BUSHINGS)
3/4" C. TO EMCC/ECP
21
CR-19
1612 MILLS SQUARE
NL
19
ALP
CR-28
J
CR-13
42"
MDP(E)
14
4'x4'x3/4" PLYWOOD
FOR FIRE & SECURITY
BACKBOARD
4'x8'x3/4"
PLYWOOD
FOR TELEPHONE
BACKBOARD
(TBB)
4'-0"
MDP(E)
1'-6"
E-4
ALEXANDER CITY, AL
15
1
CR-15
SS
01B
STORE NUMBER
CR-13
CR-13
LB-22,23,24,25
4
SS
01A
CR-24
J
PROJECT NUMBER
2A/LA-15
15 CR-7
2A/LA-16
PHONEBOARD
PHONEBOARD
4
PNL-LA(E)
12 LIGHTING MEZZ. PLAN
03510-01
2"x6" WOOD
BASE
SHEET TITLE
ENLARGED
POWER
PLAN
& DETAILS
4
PNL-LB(E)
PNL-LB(E)
PNL-LD(E) PNL-LA(E)
PNL-LD(E)
PNL-LC(E)
PNL-LC(E)
SCALE: 1/4" = 1'-0" 11
SCALE: 1/4" = 1'-0" 8
POWER AND REFRIG.MEZZ.
SHEET NUMBER
E-4
SCALE: NONE
5
OFFICE ELEVATION
SCALE: 1/4" = 1'-0"
PROVIDE NEW CIRCUIT BREAKERS AS REQUIRED IN EXISTING PANELS. MATCH EXISTING
MANUFACTURER. FIELD VERIFY REQUIRED NUMBER OF NEW BREAKERS. VERIFY REQUIRED AIC
RATING WITH POWER COMPANY AND PROVIDE PROPERLY RATED BREAKERS.
4.
VERIFY THAT EXISTING EQUIPMENT IS RATED FOR THE AVAILABLE FAULT CURRENT AND REPLACE AS
REQUIRED. PROVIDE A SEPARATE PRICE FOR THIS WORK.
5.
THAT PORTION OF THE WORK COMING UNDER THE JURISDICTION OF THE POWER COMPANY SHALL
CONFORM TO ALL REQUIREMENTS OF THE POWER COMPANY AND ELECTRICAL CONTRACTOR SHALL
INCLUDE IN HIS BID ANY AND ALL COST CHARGED BY THE POWER COMPANY TO EFFECT SUCH
WORK. ELECTRICAL CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH THAT OF
THE POWER COMPANY.
6.
ALL BREAKERS IN PANEL TO BE AS SPECIFIED ON PANEL SCHEDULE. CONTRACTOR TO FURNISH NEW
PANEL SCHEDULES FOR EACH AND ALL PANELS.
7.
RE-USE EXISTING BREAKERS, FEEDERS, AND ELECTRICAL PANELS TO THE EXTENT POSSIBLE.
PROVIDE NEW FEEDER AND BREAKER AS REQUIRED.
C "COMPANY NAME" 20XX ALL RIGHTS RESERVED
3.
PRELIMINARY
NOT FOR BID OR
CONSTRUCTION
ALL PANELBOARDS AND BREAKERS SHALL BE MANUFACTURED BY SQUARE D, GE, EATON OR
SIEMENS.
DATE:
2.
DESCRIPTION:
REFEED ALL EXISTING CIRCUITS SERVING EQUIPMENT OR DEVICES THAT ARE TO REMAIN IN
SERVICE.
REV. NUMBER:
1.
BY:
GENERAL NOTES
1.
EXISTING 120/208 VOLT, 3 PHASE, 2000 AMP ELECTRICAL SERVICE. VERIFY EQUIPMENT IS RATED
FOR AVAILABLE FAULT CURRENT PER NEC, CORRECT DEFICIENCIES.
2.
EXISTING WIRING FOR SERVICE, METER, AND FEEDERS TO ELECTRICAL PANELS TO REMAIN.
LANDLORD TO VERIFY AND PROVIDE REQUIRED SERVICE GROUNDING PER N.E.C.
3.
NOT USED.
4.
PROVIDE LIGHTING CONTACTORS PER CONTACTOR SCHEDULE.
5.
COORDINATE WITH REFRIGERATION CONTRACTOR AND VERIFY THAT CONTROL PANEL FOR
COMPRESSOR RACK POWER IS RATED FOR THE AVAILABLE FAULT CURRENT.
6.
SEE DETAIL 1 ON REFRIGERATION POWER PLAN FOR CONDENSER BRANCH CIRCUIT WIRING.
7.
DISCONNECT EXISTING PANEL AND ABANDON IN PLACE.
8.
DISCONNECT EXISTING PANEL - "PC" FED FROM PANEL "EM" AND RELOCATE TO INSIDE FRONT
OFFICE. REUSE ALL EXISTING BREAKERS AS APPLICABLE.
9.
RE-USE EXISTING PANEL "PC" IN THE OFFICE. RE-LABEL PANEL AS - "CR". PROVIDE ISOLATED
GROUNDING AS INDICATED ON PANEL SCHEDULE.
10. SEE MAIN DISTRIBUTION SWITCHBOARD (MDS) SCHEDULE FOR FEEDER SIZES.
CERTIFICATION:
KEYED NOTES
11. RE-USE EXISTING PANEL "PLL" AND RE-LABEL PANEL AS "LA".
12. RE-USE EXISTING PANEL "PMA" AND RE-LABEL PANEL AS "LB".
13. RE-USE EXISTING PANEL "PH" AND RE-LABEL PANEL AS "LC".
14. RE-USE EXISTING PANEL "PM" AND RE-LABEL PANEL AS "LD".
ELECTRICAL SYMBOL LEGEND
NEW LIGHT
SINGLE POLE SWITCH WITH PILOT LIGHT INDICATOR
EXISTING LIGHT TO REMAIN
MOTOR RATED SWITCH
EXISTING LIGHT TO BE RELOCATED OR REMOVED
WEATHERPROOF RECEPTACLE
WALL PACK LIGHT
ISOLATED GROUND DUPLEX RECEPTACLE
DOCK LIGHT
SPECIAL PURPOSE OUTLET (TYPE AS NOTED)
EMERGENCY LIGHT WITH BATTERY PACK
JUNCTION BOX
EXIT LIGHT
FLUSH MOUNTED FLOOR JUNCTION BOX, ROUTE ALL
CONDUITS FROM J-BOX TO SPECIFIED PANELS VIA
REFRIGERATION LINE TRENCH
OCCUPANT SENSOR
PC
CONDUIT STUB-OUT
PHOTO SENSOR/TEMPERATURE SENSOR
08/23/10
RECESSED CHANNEL
DATE:
QUADRUPLEX RECEPTACLE
MKQ
2'X4' FLUORESCENT LIGHT
CHECKED:
WP
GFI DUPLEX RECEPTACLE
BER/BKR
NL NON-SWITCHED NIGHT LIGHT
DUPLEX RECEPTACLE
DRAWN:
MS
SINGLE POLE SWITCH
ELECTRIC DEFROST SERVICE AND DEFROST
TERMINATION WIRING
(1. PROVIDE CONDUIT AND WIRING TO COMPRESSOR
RACK PER REFRIGERATION SCHEDULE FOR DEFROST
POWER.
2. PROVIDE 2#18, RED COLOR CODED, CONDUCTORS
AND WIRING FROM EACH REFRIGERATION SYSTEM TO
COMPRESSOR RACK FOR DEFROST TERMINATION.
PROVIDE CONDUIT IF REQUIRED BY CODE AND/OR TO
ACCESS THROUGH FLOORS, WALLS AND CEILING).
CONDUIT DROP FROM CEILING
CONDUIT STUB-UP
ELECTRICAL CONNECTION UNDER CASE
DATA OUTLET
ROOFTOP UNIT
RTU-2
ROOFTOP UNIT
RTU-3
ROOFTOP UNIT
RTU-4
ROOFTOP UNIT
CONDENSER-1
LIQUID SOLENOID AND EPR VALVE
(PROVIDE 3/4" CONDUIT AND 2#14, 1#14 GND
CONDUCTORS AND WIRING FROM EACH REFRIGERATION
SYSTEM TO THE COMPRESSOR RACK).
COMBINATION OF VOICE/DATA OUTLET
NON-FUSED DISCONNECT SWITCH (TYPE AS NOTED)
ROOF TOP
10
10
FUSIBLE DISCONNECT SWITCH (TYPE AS NOTED)
10
10
PP
POWER POLE
MOTOR
PUSH BUTTON
TO MDS
TS
TEMPERATURE SENSOR
(PROVIDE 2#18 (SHIELDED BELDEN #8760 CABLE; (1)
WHITE & (1) BLACK CONDUCTORS), AND WIRING FROM
COMPRESSOR RACK TO EACH REFRIGERATION CASE,
COOLER AND FREEZER BOXES. PROVIDE CONDUIT IF
REQUIRED BY CODE AND AS REQUIRED TO ACCESS
THROUGH FLOORS, WALLS AND CEILING).
1612 MILLS SQUARE
ROOFTOP UNIT
RTU-1
SIGNAL BELL
T
SENSOR.... TEMP/HUMIDITY (HANDY BOX MOUNTED)
6
PNL
P/L
PNL
PLA
PNL
LA
PNL
RDP
PNL
LB
PNL
LD
PNL
LC
PNL
EM
PNL
PS
7
7
11
7
12
14
13
7
7
C
4
C
5
COMPRESSOR
RACK
ALEXANDER CITY, AL
TELEPHONE OUTLET
COMPRESSOR MEZZANINE
4
STORE NUMBER
10
PROJECT NUMBER
TO ROOFTOP UNITS
03510-01
8
TO MDS
10
SHEET TITLE
TO MDS
PNL
PD
PNL
A/C
7
BLDG. EXTERIOR
1
2
RISER
DIAGRAM &
PNL
CR
9
BACKROOM
FRONT OFFICE
MAIN FLOOR
SHEET NUMBER
E-5
2
RISER DIAGRAM
SCALE: N.T.S