AA
24'-0"±
8'-0"±
11'-10"±
5'-0" 8'-3"
8'-0"
8'-0"
1'-4"
5'-1" +/-
DEMO FOR
OPENING
DEMO
FOR 3'-4"
OPENING
76'-8" +/-
DEMO
FOR 3'-4"
OPENING
4'-0"
DE
MO
F
OR
8'-0" X
8'-0"
O.H
. D
OO
R
OP
EN
IN
G3'-0"
RE
MO
VE
S
TO
RE
FR
ON
T
SE
CT
IO
NS
S
HO
WN
15'-2"+
/- (F
.V
.)
19'-0"±
12'-6"±
23'-3"±
23'-5"±
2'-0"
8'-0"±
3'-7"±
B
B.2
B.4
1 21.8 3 4 5 6 7 8 98.2
LEASE SPACEADJACENT TENANT
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June 25, 2015 - sking
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DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
01
GENERAL NOTES
a. ONCE DEMOLITION IS COMPLETE, GC TO VERIFY ALL OVERALL DIMENSIONS,
COLUMN LOCATIONS, COLUMN SIZES, ETC. GC TO PROVIDE PLAN WITH
DIMENSIONS SHOWING INFORMATION TO ARCHITECT & PSP PROJECT MANAGER.
PSP TO RECEIVE CONFORMATION DIMENSIONS WEEK TWO OF CONSTRUCTION.
b. GC IS TO VERIFY INTERIOR FLOOR FINISH ELEVATION TO EXTERIOR GRADE
PRIOR TO DEMOLITION OF EXTERIOR WALLS FOR NEW DOORS, SCISSOR LIFT,
ETC. IF THEY ARE NOT FLUSH, NOTIFY ARCHITECT IMMEDIATELY. OPENING MAY
BE REVISED TO ACCOUNT FOR THIS DISCREPANCY.
c. SEE SHEET A1.1 FOR PARTITION TYPES.
TRENCH EXISTING CONCRETE SLAB FOR INSTALLATION OF NEW
PLUMBING. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION. FIELD VERIFY EXTENT OF WORK.
EXISTING PARTITION TO REMAIN.
REMOVE EXISTING DOOR AND FRAME COMPLETE.
REMOVE EXISTING STOREFRONT SYSTEM FOR INSTALLATION OF
NEW DOORS. REFER TO PLANS, ELEVATIONS AND SCHEDULES FOR
ADDITIONAL INFORMATION. FIELD VERIFY EXTENT OF WORK.
REMOVE EXISTING ENTRY DOORS COMPLETE.
PROTECT EXISTING COLUMN DURING DEMOLITION. PREP FOR NEW FINISHES.
1
2
3
4
5
7
8
9
10
12
13
14
18
EXISTING PARTITION TO REMAIN AND PREPARE TO EXTEND GYP. BD. TO
DECK & TO SEAL AT HEAD OF WALL BOTH SIDES TO PROVIDE 1 HOUR FIRE
RATED ASSEMBLY.
6
11
EXISTING ELECTRICAL PANEL TO BE REMOVED. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
REMOVE WOOD STAIR AND RIALINGS.
EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR GYP. BD.
AFTER DEMOLITION. MAINTAIN EXISTING FIRE RATING.
PREP FOR NEW FINISHES TO SEAL & EXTEND GYP. BD. TP DECK.
15
16
EXISTING PARTITION WALL TO BE REMOVED COMPLETE.
17
EXISTING STOREFRONT SYSTEM TO REMAIN.
REMOVE PORTION OF EXISTING FLOOR SLAB AT NEW PUBLIC PET WASH,
GROOMING AND BATHING. SLOPE NEW CONCRETE 1/4" PER FOOT TO TRENCH
DRAIN. PROVIDE A FLUSH TRANSITION BETWEEN THE NEW FINISHES. FIELD
VERIFY EXTENT OF WORK.
EXISTING PLUMBING FIXTURES TO REMAIN.
EXISTING FULL HEIGHT CMU WALL TO REMAIN
REMOVE PORTION OF EXISTING MASONRY WALL, SIZE AS REQUIRED, TO
INSTALL NEW OVERHEAD DOOR AND FRAME. SHORE OPENING AS
REQUIRED. REF. PLAN, ELEVATIONS, AND DOOR SCHEDULE FOR SIZES
AND DIMENSIONS.
REMOVE PORTION OF EXISTING WALKWAY FOR INSTALLATION OF NEW
FROST BLOCK.
19
PREP FLOOR TO RECEIVE NEW FINISHES AS SCHEDULED (TYPICAL
THROUGHOUT.)
20
APPROXIMATE LOCATION OF EXISTING SANITARY LINE. REFER TO
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
21
REMOVE PORTION OF EXISTING PAVEMENT MATERIAL FOR INSTALLATION
OF NEW CONCRETE PAD AS REQUIRED. SEE A1 FOR DETAILS.
22
REMOVE PORTION OF EXISTING CONCRETE SLAB FOR INSTALLATION OF
NEW RECESSED ENTRY MAT. REFER TO 01/A2 & 13/A8.0 FOR ADDITIONAL
INFORMATION.
23
REMOVE EXISTING WATER SERVICE FOR INSTALLATION OF NEW WATER
SERVICE. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
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HW
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06.25.15
REMOVE PORTION OF EXISTING MASONRY WALL, SIZE AS REQUIRED, TO
INSTALL NEW DOOR AND FRAME. SHORE OPENING AS REQUIRED. REF.
PLAN, ELEVATIONS, AND DOOR SCHEDULE FOR SIZES AND DIMENSIONS.
16
161
12
3
11
16
14
15
6
22
18
15
14
9
16 1
3
2
10
10
14
9 9 9 9 9 9
9
4
4
4
24
REMOVE PORTION OF EXISTING WALL, SIZE AS REQUIRED, TO INSTALL
NEW DOOR AND FRAME. SHORE OPENING AS REQUIRED. REF. PLAN,
ELEVATIONS, AND DOOR SCHEDULE FOR SIZES AND DIMENSIONS.
24
2
3
12
16
116
8
8
2
14
3
11
4
17
21
16
16
5
7
7
20
21
13
11
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
25
REMOVE PORTION OF EXISTING CONCRETE FLOOR SLAB AT SLOPING
CONCRETE TRANSITION TO PRE-SALES AREA AS REQUIRED.
19
TYPICAL
25
26
26
26
REMOVE PORTION OF EXISTING CONCRETE FLOOR SLAB TO CONNECT
NEW PLUMBING FIXTURES WITH EXISTING PLUMBING LINES AS REQUIRED.
AA
B
B.2
B.4
1 21.8 3 4 5 6 7 8 98.2
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ort M
itchell, K
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\2015.041_D
2.0.D
WG
June 25, 2015 - sking
D2.0
DE
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DEMOLITION CEILING PLAN
SCALE: 1/8" = 1'-0"
01
GENERAL NOTES
a. ONCE DEMOLITION IS COMPLETE, GC TO VERIFY ALL OVERALL DIMENSIONS,
COLUMN LOCATIONS, COLUMN SIZES, ETC. GC TO PROVIDE PLAN WITH
DIMENSIONS SHOWING INFORMATION TO ARCHITECT & PSP PROJECT MANAGER.
PSP TO RECEIVE CONFORMATION DIMENSIONS WEEK TWO OF CONSTRUCTION.
b. GC IS TO VERIFY INTERIOR FLOOR FINISH ELEVATION TO EXTERIOR GRADE
PRIOR TO DEMOLITION OF EXTERIOR WALLS FOR NEW DOORS, SCISSOR LIFT,
ETC. IF THEY ARE NOT FLUSH, NOTIFY ARCHITECT IMMEDIATELY. OPENING MAY
BE REVISED TO ACCOUNT FOR THIS DISCREPANCY.
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.25.15
EXISTING ENTRY SOFFIT AND LIGHTING TO REMAIN.
G.C. AND SIGN VENDOR ARE TO MEET AT THE SITE TO COORDINATE
POWER REQUIREMENTS, LOCATION, ETC. PRIOR TO INSTALLATION.
REMOVE EXISTING DUCTWORK, DIFFUSERS, THERMOSTATS, ETC. COMPLETE.
REMOVE EXISTING LIGHTING THIS AREA..
1
2
3
4
5
REMOVE EXISTING CEILING COMPLETE.
EXISTING R.T.U. TO REMAIN. REFER TO MECHANICAL DRAWING
FOR ADDITIONAL INFORMATION.
6
EXISTING DIFFUSERS TO BE REMOVED THIS AREA
7 EXISTING EXTERIOR CANOPY AND LIGHTING TO REMAIN.
8
CONTRACTOR TO MODIFY EXISTING SPRINKLER SYSTEM FOR
NEW LAYOUT. G.C. TO RAISE SPRINKLER MAIN AND BRANCH
LINE UP TO AVOID LIGHT FIXTURES, DUCTWORK, HVAC UNITS
ETC.
9REMOVE AND REINSTALL PORTION OF EXISTING ACT & GRID AS
REQUIRED FOR INSTALLATION OF NEW CONSTRUCTION (GYP.
BD., DUCTWORK, ETC....) FIELD VERIFY EXTENT OF WORK.
10EXISTING UNIT HEATER TO REMAIN.
11NOT USED.
12
REMOVE PORTION OF EXISTING SOFFIT AND PROVIDE ACCESS
HATCH FOR INSTALLATION IN NEW TENANT SIGNAGE AND
MAINTENANCE. G.C. TO COORDINATE SIZE AND EXACT
LOCATION OF NEW ACCESS PANEL WITH SIGN VENDOR AND
ELECTRICIAN.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADING OFF OF AREA AROUND STORE DURING
CONSTRUCTION. COORDINATE BARRICADE CONSTRUCTION
AND APPEARANCE WITH LANDLORD.
2.
NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES
OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING
FIELD CONDITIONS.
3.
5.
CUTTING AND PATCHING: WHERE EXISTING CONDITIONS ARE
CUT OR DISTURBED TO PERMIT INSTALLATION OF NEW WORK,
MATCH AND PATCH EXISTING DISTURBED
CONSTRUCTION/FINISH.
1.
GENERAL CONTRACTOR SHALL VISIT SITE TO DETERMINE
EXACT EXTENT OF WORK.
REMOVE PORTIONS OF WALL (SHOWN DASHED). VERIFY EXACT
LOCATIONS WITH NEW WORK PLANS. MODIFY ALL LOAD
BEARING WALLS WHILE MAINTAINING STRUCTURAL INTEGRITY
TO PROVIDE OPENINGS OR CLEAR SPANS AS REQUIRED.
4.
REMOVE ALL EXIST. CEILING MATERIALS BACK TO STRUCTURE,
INCLUDING, BUT NOT NECESSARILY LIMITED TO, GRIDS, LIGHTS,
TILES, FURRDOWNS, NON-STRUCTURAL FRAMING, WIRES AND
FINISHES. VERIFY W/ NEW WORK.
REMOVE ALL FLOOR FINISHES, COVERINGS AND MASTICS
AND/OR ANY SUBSTANCE THAT MIGHT IMPAIR THE
APPEARANCE OR FUNCTIONS OF THE TENANT'S FLOOR. FLOAT,
PATCH, FILL FLOOR AS REQUIRED TO PROVIDE A LEVEL
SURFACE OF 1/8" IN 10'. PROVIDE A CLEAN (WET-MOPPED)
CONCRETE SURFACE.
VERIFY W/ MEP DRAWINGS FOR EXTENT OF HVAC DEMOLITION
REMOVE FROM PERIMETER WALLS ANY INTERIOR FINISHES
INCLUDING FASTENERS, GLUE OR MASTICS TO FACE OF GYP.
BD. PATCH AND REPAIR ALL RESULTANT DAMAGES TO
PROVIDE ALL WALLS IN A WHITE BOX CONDITION.
REMOVE BACK TO MAIN DISCONNECT ALL ELECTRICAL
FIXTURES, OUTLETS, JUNCTION BOXES, SUBPANELS,
RACEWAYS, CONDUIT, WIRING, AND PHONE WIRING AND
COMMUNICATION WIRE SWITCHES, CONTROLS AND
ACCESSORIES. VERIFY WITH M.E.P. PLANS/NEW WORK.
REMOVE ALL EXISTING INTERIOR/EXTERIOR SIGNAGE,
RACEWAYS AND ACCESSORIES AND PROPERLY PATCH ALL
RELATED FASCIAS AND WALL SURFACES AND REPAINT SAME
TO THE EXTENT NECESSARY TO MAKE FACADE CONSISTENT
WITH THE BALANCE OF THE SHOPPING CENTER.
REMOVE AND PROPERLY CAP PER UPC/LOCAL AUTHORITIES
(BELOW FLOOR LEVEL) ALL PLUMBING FIXTURES, APPLIANCES,
APPURTENANCES, AND THE LIKE IN THE FLOOR SUCH AS
FLOOR DRAINS, FLOOR SINKS, GREASE TRAPS, VENTS, STACKS,
STUBS, ETC. AND FILL VOIDS LEVEL TO SURROUNDING AREA.
MODIFY EXISTING SPRINKLER SYSTEM. REFERENCE FLOOR
PLAN AND REFLECTED CEILING PLAN FOR ADDITIONAL
INFORMATION.
13EXISTING CEILING & LIGHTING TO REMAIN (U.N.O.)
14EXISTING LIGHTING TO BE SALVAGED & RELOCATED..
15EXISTING LIGHTING TO REMAIN THIS AREA.
17
82 3
71
1
2 3 134
13
13
14
8
2
13
13
15
10
3
8
12
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
9
16REMOVE EXISTING RTU AND DUCTWORK COMPLETE IN THIS
AREA. REFER TO STRUCTURAL AND MECHANICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
1616
5
6 6
66
REMOVE EXISTING CEILING THIS AREA..17
STRUCTURAL NOTES
1. DESIGN LOADS ARE AS FOLLOWS:ROOF DEAD LOAD = 15 PSFROOF LIVE LOAD = 20 PSF (REDUCIBLE)
2. ALL EXISTING CONDITIONS SHALL BE FIELD SURVEYED. ENGINEER OFRECORD TO BE PROVIDED WITH JOIST SIZES, INCLUDING TOP & BOTTOMCHORD SIZES AND THICKNESSES, WEB SIZES AND SPACINGS. BEAMHEIGHT, WIDTH AND FLANGE THICKNESSES SHALL ALSO BE PROVIDED.ALONG WITH SPANS AND COLUMN LOCATIONS VERIFIED.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OFCONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATION OF OTHER TRADES PRIOR TO FABRICATION ANDINSTALLATION OF MATERIALS.
4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OFALL DRAWINGS PRIOR TO FABRICATION, FORMING, OR PLACEMENT OFMATERIALS. GENERAL CONTRACTOR SHALL REPORT DISCREPANCIESIMMEDIATLY TO OWNER AND SHALL PROCEED WITH CONSTRUCTION ONLYAFTER DISCREPANCIES HAVE BEEN RESOLVED.
5. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" (TYP) APPLYGENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARESIMILAR.
6. EQUIPMENT WEIGHING LESS THAN 40LBS NOT SHOWN ON PLAN. SEEMECHANICAL DRAWINGS.
7. WEIGHTS SHOWN ON DRAWING INCLUDE WEIGHTS OF UNIT, CURB, ANDALL ACCESSORIES. DO NOT PLACE UNIT WHEN OPERATING WEIGHTEXCEEDS THAT INDICATED. NOTIFY STRUCTURAL ENGINEER.
8. VERIFY LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICALDRAWINGS.
9. ALL REINFORCEMENT AND SUBFRAMING SHALL BE INSTALLED PRIOR TOPLACING EQUIPMENT.
10 11 12
13
14 15 16 17 18 19 20 21
22
23 23
RTU-12215# RTU-2
1799#(E) RTU-3
8' -
7" +
/-23
' - 5
" +/-
9' -
9" +
/-22
' - 5
" +/-
7 1/
4" +
/-
24' -
4 1
/4" +
/-41
' - 1
0 1/
8" +
/-
1' -
0" +
/-67
' - 9
5/8
" +/-
7 1/
4" +
/-
24' -
4 1
/4" +
/-41
' - 1
0 1/
8" +
/-
1' -
0" +
/-
19' -
8" +
/-
7 5/
8" +
/-
88' -
1 1
/4" +
/-
1' - 0" +/-
19' - 0" +/-
7 5/8" +/- 6' - 4 3/8" +/-
24' - 8" +/- 24' - 8" +/- 24' - 8" +/- 24' - 8" +/- 24' - 8" +/- 24' - 8" +/-
6' - 7 3/4" +/-
16' - 11 7/8" +/-
1' - 0" +/-
199' - 7 5/8" +/-
B
S1
TYP
EXISTING STEEL JOISTS @ 5'-0"oc-F.V.
NOTE:CONTRACTOR TO SURVEYEXISTING STRUCTURE ANDPROVIDE TO EOR BEFOREPLACING ANY EQUIPMENT.PROVIDE ADDITIONALALLOWANCE OF $8000 FORPOTENTIAL JOISTREINFORCEMENT.
EXISTING BEAM LINE
SCALE: 1/8" = 1'-0"
PARTIAL EXISTING ROOF FRAMING PLAN
"A"
A A
B B
B - B
A - A
BEAM OR JOIST (TYP)
HANGING LOAD
LOAD
L4x4x1/4" UNDER RTUCURB (OMIT WHEN
CURB IS WITHIN 2" OFJOIST CENTERLINE)
L3x3x1/4" AS REQDTO FRAME OPNGS
L4x4x1/4" UNDER RTU CURBTYP - PROVIDE JOIST STRUT
AS REQD - PER TYP JOISTSTRUT DETAIL
OUTLINE OF RTU CURB
BM OR JOISTSTEEL JOIST
WHERE DIM "A" IS EQUALTO OR GREATER THAN 3" &LOAD EXCEEDS 100# FIELDINSTALL L2x2x3/16" EA SIDE
OF JOIST AS SHOWN
COPE TOP LEGOF ANGLE
NEW L2x2x3/16" FROM VERTSTRUT TO TOP STRUT
CHORD JOIST PANEL POINTAS REQ'D (SEE TYPICAL
JOIST DETAIL)
NOTE:DETAIL APPLIES TO ALL CONCENTRATEDLOADS WHICH EXCEED 100# AND ARELOCATED MORE THAN 3" OFF PANEL POINTS(TOP OR BOTTOM CHORDS)
1/8EA END
3/16
1/8
TYPICAL JOIST STRUT DETAIL
2" MAX
SEEMECHANICALDWGS, TYP
PANEL POINT
3/16
VERTICAL STRUT &DIAGONAL STRUT
VERTICAL STRUT
DIAGONAL STRUT
"A"
(E) STEEL JOISTANGLE PER RTU SUPPORTS &OPENINGS DETAIL
(E) MTL DECKING
(BLKG BELOW IF CURBLANDS ON RIDGE)
CONT SHAPED BLKGUNDER MECH CURB
3/8" DIA BOLT w/ WASHERS ANDLOCK NUTS (MIN 8 TOTAL)
CURB PER MECH
PE
T S
UP
PLI
ES
PLU
S21
80 D
IXIE
HIG
HW
AY
FT
. MIT
CH
ELL
, KY
410
17
2015.041
06.25.15
-
-
05.15.15
RE
V.
DA
TE
DE
SC
RIP
TIO
N
JOB NO.
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
1 2 3 4 5
B
A
D
C
PROJECT MANAGER DESIGNER
KJL DLP
CHIO
DINI
ASS
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Arc
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Desig
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5-55
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4 347
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, PLA
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AN
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S
N.T.S.S1
A RTU SUPPORTS & OPENINGS DETAILN.T.S.S1
B AT MECHANICAL CURB DETAIL
AA
RL
L
Deh.
FE
FE
FE
FE
FE
5'-0
"
4 7
/8
"
13
'-2
1
/4
"
4 7
/8
"
14
'-6
"
4 7
/8
"
7'-3
1
/4
"
4 7
/8
"
24
'-7
1
/2
" +
/-
4 1
/4
"
7 3
/4
"
B
B.2
B.4
1 21.8 3 4 5 6 7 8 98.2
DA
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01
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41
P
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01
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41
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2
9, 2
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5 - skin
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A1.0
FLO
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P
LA
N
SBE SBE
FLOOR PLAN
SCALE: 1/8" = 1'-0"
CODED NOTES
1. EXISTING SIDEWALK.
2. EXISTING ADJACENT ACCESSIBLE CURB RAMP.
3. OVERHEAD DOOR. PROVIDE LINTEL AS NECESSARY. REFER TO HARDWARE
SCHEDULE FOR DETAILS. REFER TO LINTEL SCHEDULE ON SHEET C4.0 AND
DETAIL 07/A9.0.
4. BOLLARD, REFER TO 07/A8.0 & 08/A8.0.
5. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL 10/A8.0.
6. EXISTING BUILDING COLUMN. CLEAN, PREP AND PAINT P-1, SEMI GLOSS, TYP.
7. INSTALL 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO
ELEVATIONS FOR MOUNTING HTS. AND LENGTHS.
8. 4-A:60-B:C MULTI-PURPOSE 10-LB. FIRE EXTINGUISHER.
9. 5'-0" x 8'-0" FROST SLAB. SEE DETAIL 02/A8.0.
10. CONCRETE SLAB. SEE ENLARGED PLANS ON SHEET A8.2.
11. RECESSED WALK-OFF MAT. REFER TO DETAIL 13/A8.0.
12. LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. MOUNT 36" AFF. PROVIDE
BLOCKING IN WALL FOR SECURE ATTACHMENT.
13. PHONE/DATA BOARD - FIRE -RATED PLYWOOD.
14. ELECTRICAL SERVICE PANELS.
15. EXISTING CONCRETE DOCK AND STEEL RAILINGS TO REMAIN.
16. METAL GRATE STAIR. SEE DETAILS ON SHEET A8.2.
17. METAL GRATE PLATFORM. SEE DETAILS ON SHEET A8.2.
18. STEEL RAILINGS.SEE DETAILS ON SHEET A8.2.
19. EXISTING CONCRETE PAD AND RAMP FOR DOCK TO REMAIN..
20. EXISTING BOLLARDS.
21. VESTIBULE POST.
22. FLOOR SINK.
23. NEW CONCRETE FLOOR, SLOPED TOWARD DRAIN(S).
24. IN-FILL PORTION OF EXISTING MASONRY WALL OPENING WITH NEW C.M.U TO
MATCH EXISTING C.M.U. TOOTH IN COURSING AT JAMBS.
25. EXISTING UTILITIES TO REMAIN.
26. EXISTING DOWNSPOUT TO REMAIN (TYPICAL U.N.O.)
27. EXISTING CONCRETE APRON TO REMAIN.
28. CONTRACTOR IS TO INSTALL 48" HIGH FRP BEHIND THE FISH AND ANIMAL UNITS.
THE FRP IS TO BE INSTALLED OVER MOISTURE RESISTANT GYPSUM BOARD.
CONTRACTOR IS TO PROVIDE ONE NEW LAYER OF MOISTURE RESISTANT GYP. BD.
ACCORDINGLY.
29. FEATHER CONCRETE WITH LEVELING COMPOUND TO PROVIDE SMOOTH EVEN
ACCESSIBLE FLOOR TRANSITION. (FLOOR SLOPE = 1:20 MAX.) PROVIDE
ACCESSIBLE THRESHOLD AT DOOR MAX 1/2" WITH 1:2 MAX. SLOPE AS REQUIRED
TO ACHIEVE ACCESSIBLE TRANSITION.)
#
01
GENERAL NOTES
A. NO COLUMN BUMP OUTS ARE PERMITTED ALONG PERIMETER SALES FLOOR WALL
DUE TO RACKING REQUIREMENTS. G.C. TO VERIFY ALL PERIMETER WALLS ARE
FLUSH UNLESS NOTED OTHERWISE. G.C. TO NOTIFY ARCHITECT IF ADDITIONAL
WALLS NEED TO BE CONSTRUCTION TO ACHIEVE FLUSH SALES FLOOR
PERIMETER WALLS.
B. G.C. TO VERIFY ALL OVERALL DIMENSIONS, COLUMN LOCATIONS, COLUMN SIZES,
ETC. ONCE DEMOLITION IS COMPLETED. G.C. TO PROVIDE PLAN SHOWING
GATHERED DIMENSIONS TO ARCHITECT OF RECORD AND PSP PROJECT
MANAGER. PSP TO RECEIVE CONFIRMATION DIMENSIONS ON WEEK 2 OF
CONSTRUCTION.
C. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AND PATCHING AS
REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES.
D. G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR FLUSH
SURFACE ON ALL WALLS.
E. SEE SHEET A1.1 FOR PARTITION TYPES AND HEAD ODF WALL DETAILS.
PRE-SALES
01
A5.0
01
A4.0
B1 G
B2B2
1
2
5
5
66 6
6
7
7
9
12
8
8
03
A6.0
01
A6.0
02
A6.0
04
A6.0
4
22
14
13
23
23
F
02
A5.0
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
21
80
D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
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L, K
Y 4
10
17
-
-
-
06.25.15
01
03
02
A1
11
04
A7.0
F
21
5A1
F
21
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
5
3
4
4
24
5
18
10
18
44 17
18
15
20
20
26
4
18
17
4
16
10
27
20 20
25
25
20
VESTIBULE
SALES
GROOMING
HOLDING
PUBLIC
PET
WASH
STOCK
OFFICE
HALLWAY
WOMEN'S
MEN'S
BATHING
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
14
05
A6.0
A6.0
08
09
06
07
A8.2
6
A8.2
7
16
19
24
6
EXISTING SHARED
LOADING AREA
8
26
8
B
H A
A
A
AA
A
A
A
D2
A2
C2
C2
A2
A2
A2
C1
C1
E
E
C1
C
E
C4
C
E
B1
DC4
C4
D
D1
D2
A
A
B2
8
6
A
B2
C3
AA A
A
5
28
29
4
4
4
4
12
B1
EXISTINGPERIMETER
WALL
EXISTINGWALL
A
EXISTINGSTOREFRONT
WALL
A1
BOTH SIDES:NEW 5/8" GYP.BOARD OVER3 5/8" METALSTUDFRAMING AT16" O.C. TOBOTTOM OFROOF DECK.
C
ONE SIDE:5/8" GYP. BOARDOVER 3 5/8" METALSTUD FRAMING AT16" O.C. TO 6"ABOVE CEILINGWHERE CEILINGOCCURS.
C1
ONE SIDE:5/8" GYP.
BOARD OVER3 5/8" METAL
STUDFRAMING AT
16" O.C. TOBOTTOM OFROOF DECK.
CEILING WHEREOCCURS (TYP.)
ROOF DECK
FINISHFLOOR
TENANT SIDE:NEW 5/8" GYP.BOARD OVER 35/8" METAL STUDFRAMING ANDBATTINSULATION (STC50) AT 16" O.C.TO BOTTOM OFROOF DECK.
EXISTINGEXTERIOR WALLABOVESTOREFRONT TOBOTTOM OFROOF DECK.
PATCH AND REPAIRDAMAGED GYPSUMBOARD UP TO A LEVEL 4FINISH. FIELD VERIFYEXTENT OF WORK.
EXTEND GYP. BD. ABOVE EXISTINGSTOREFRONT SYSTEM TO DECKABOVE. GYPSUM BOARD IS TO BE ALEVEL 4 FINISH. FIELD VERIFY EXTENTOF WORK.
EXISTINGWALL
A2
EXT.
EXISTING PARTIALHEIGHT 5/8" GYP.BOARD OVER FULLHEIGHT 3 5/8" METALSTUD FRAMINGPARTITION.
BOTH SIDES:EXTEND 5/8" GYP.BOARD TO BOTTOMOF ROOF DECK ANDSEAL TO ACHIEVEONE HOUR FIRERATED ASSEMBLY
EXISTINGWALL TOREMAIN
B
EXISTINGPERIMETER
WALLTENANT SIDE:NEW 5/8" GYP. BOARDOVER METAL STUDFRAMING AT 16" O.C.TO BOTTOM OF ROOFDECK. PROVIDEBATTEN INSULATIONAND FLUSHTRANSITION WITHADJACENT SURFACES.
EXISTING EXTERIORLOAD BEARINGMASONRY WALL TOBOTTOM OF ROOFDECK.
TENANT SIDE:EXTEND 5/8" GYP.BOARD & METAL STUDFRAMING TO BOTTOMOF ROOF DECK.PROVIDE BATTINSULATION AND FLUSHTRANSITION WITHADJACENT SURFACES.
EXISTING LOAD BEARINGEXTERIOR MASONRYWALL WITH PARTIALHEIGHT BATTENINSULATION, 5/8" GYP.BOARD & METAL STUDFRAMING.
EXISTINGWALL
B2
EXISTING PARTIALHEIGHT 5/8" GYP.BOARD OVER FULLHEIGHT 6" METALSTUD FRAMING.
TENANT SIDE:EXTEND 5/8" GYP.BOARD TO BOTTOMOF ROOF DECK
NEWPARTITION
NEWPARTITION
BOTH SIDES:5/8" GYP. BOARDOVER 3 5/8"METAL STUDFRAMING AT 16"O.C. TO 6" ABOVECEILING WHERECEILING OCCURS.
C3
ONE SIDE:5/8" GYP. BOARDOVER 6" METALSTUD FRAMINGAT 16" O.C. TO 6"ABOVE CEILINGWHERE CEILINGOCCURS.
D
ONE SIDE:5/8" GYP.
BOARD OVER6" METAL STUD
FRAMING AT16" O.C. TO
BOTTOM OFROOF DECK.
BOTH SIDES:5/8" GYP. BOARDOVER 3 5/8" 25 GA.METAL STUDFRAMING TO 4'-0"A.F.F.SEE NOTE 11
E F
ONE SIDE:5/8" GYP. BOARD OVER 35/8" METAL STUD FRAMINGAT 16" O.C. TO 6" ABOVECEILING WHERE CEILINGOCCURS. SEE DETAIL03/A7.0.
VESTIBULE STOREFRONTGLAZING TO MATCHEXISTING STOREFRONT
ONE SIDE:5/8" GYP. BOARD
OVER 3 5/8"METAL STUD
FRAMING AT 16"O.C. TO BOTTOMOF ROOF DECK.
CEILING WHEREOCCURS (TYP.)
G
EXISTINGPERIMETERWALL
CONTRACTOR TO PROVIDEMOISTURE RESISTANTGYP. BD. TO 48" A.F.F. ATFISH AND ANIMAL UNITS
NEWPARTITION
NEWPARTITION
D2
NEWPARTITION
CEILING WHEREOCCURS (TYP.)
CEILING WHEREOCCURS (TYP.) BOTH SIDES:
NEW 5/8" GYP.BOARD OVER 6"METAL STUDFRAMING AT 16"O.C. TO BOTTOMOF ROOF DECK &SEAL ASREQUIRED TOACHIEVE ONEHOUR FIRE RATEDASSEMBLY.
NEW PARTIALHEIGHTPARTITION
NEWPARTITION
4'-0" A.F.F.M.R.
GYP. BD.
TENANT SIDE:EXTEND 5/8" GYP. BOARD & METAL STUDFRAMING AND BATT INSULATION (STC 50)AT 16" O.C. TO PROVIDE FLUSH WALL TOBOTTOM OF ROOF DECK.
EXISTING EXTERIOR FULL HEIGHTMASONRY WALL TO BOTTOM OF ROOFDECK WITH PARTIAL HEIGHT 5/8" GYP.BOARD & METAL STUD FRAMING ANDBATT INSULATION .
FINISHFLOOR
H
EXISTINGPERIMETERWALL
CONTRACTOR TO INFILL EXISTINGOPENING TO MATCH EXISTINGCONSTRUCTION WITH GYP BOARDFACE. PROVIDE FLUSH TRANSITIONWITH ADJACENT SURFACES. FIELDVERIFY EXTENT OF WORK.
TENANT SIDE:EXTEND 5/8" GYP. BOARD & METAL STUDFRAMING AND BATT INSULATION (STC 50)AT 16" O.C. TO PROVIDE FLUSH WALL TOBOTTOM OF ROOF DECK.
EXISTING EXTERIOR FULL HEIGHTMASONRY WALL TO BOTTOM OF ROOFDECK WITH PARTIAL HEIGHT 5/8" GYP.BOARD & METAL STUD FRAMING ANDBATT INSULATION .
FINISHFLOOR
ROOF DECK
ROOF DECK
BOTH SIDES:NEW 5/8" GYP.BOARD OVER 35/8" METAL STUDFRAMING AT 16"O.C. TO BOTTOMOF ROOF DECK &SEAL ASREQUIRED TOACHIEVE ONEHOUR FIRE RATEDASSEMBLY.
C2
NEWPARTITION
ONE SIDE:5/8" GYP. BOARDOVER 3 5/8" METALSTUD FRAMINGWITH 3 1/2" BATTINSULATION AT 16"O.C. TO 6" ABOVECEILING WHERECEILING OCCURS.
C4
ONE SIDE:5/8" GYP.
BOARD OVER3 5/8" METAL
STUDFRAMING AT
16" O.C. TOBOTTOM OFROOF DECK.
CEILING WHEREOCCURS (TYP.)
NEWPARTITION
BOTH SIDES:5/8" GYP. BOARDOVER 6" METALSTUD FRAMINGAT 16" O.C. WITH3 1/2" BATTINSULATION TO6" ABOVECEILING WHERECEILINGOCCURS.
D1
NEWPARTITION
CEILING WHEREOCCURS (TYP.)
(SEE NOTE 1.) (SEE NOTE 1.) (SEE NOTE 1.)
(SEE NOTE 1.) (SEE NOTE 1.) (SEE NOTE 1.)
(SEE NOTE 1.) (SEE NOTE 1.)
CEILING WHEREOCCURS (TYP.)
SECURE TOP TRACK TOROOF DECK FLUTES
PROVIDE FIRE CAULK OVERFIRE SAFING INSULATION ATVOIDS AT DECK. ADHERE TOMANUFACTURER'SLIMITATIONS TO MAINTAINFIRE RATING.
3"X6"X16 GA. TOP TRACK OR3"X6" BENT METAL PLATE ASINDICATED.
OPEN SPACE MIN 1 1/4"
ROOF DECK ANDCONSTRUCTION
TOP TRACK OF STUD WALLSET TO ALLOW FREEMOVEMENT OF ROOFSTRUCTURE AT WALLFRAMING AND FINISHES.
5/8" TYPE 'X' GYPSUM BOARDEACH SIDE.
3/4" GAP IN GYPSUM BOARDTO PERMIT FREE MOVEMENTOF ROOF DECKDO NOT TAPE TOGETHER.
SECURE TOP TRACK TOROOF DECK FLUTES
PROVIDE FIRE CAULK OVER FIRESAFING INSULATION AT VOIDS ATDECK. ADHERE TOMANUFACTURER'S LIMITATIONSTO MAINTAIN FIRE RATING.
3"X6"X16 GA. TOP TRACK OR3"X6" BENT METAL PLATE ASINDICATED.
OPEN SPACE MIN 1 1/4"
ROOF DECK ANDCONSTRUCTION
TOP TRACK OF STUD WALL SETTO ALLOW FREE MOVEMENT OFROOF STRUCTURE AT WALLFRAMING AND FINISHES.
5/8" TYPE 'X' GYPSUM BOARDEACH SIDE.
3/4" GAP IN GYPSUM BOARDTO PERMIT FREE MOVEMENTOF ROOF DECKDO NOT TAPE TOGETHER.
PERPENDICULARTO METAL DECK
PARALLEL TOMETAL DECK
NOTE:GYPSUM BOARDMUST BE CUT TO FITTHE GROOVES OFTHE ROOF DECKING
METAL STUD FRAMING @ 16" O.C. WITH 5/8"TYPE "X" GYPSUM BOARD EACH SIDE
METAL CHANNEL RUNNER AT METAL STUDWALL WITH 3/16" ANCHORS AT 4'-0" O.C.(RAMSET, I.C.B.O. #1639 OR APPROVEDEQUAL)BASE MOLDING. SEE FINISH SCHEDULE
FINISH FLOOR SLAB. REFER TO FINISHSCHEDULE
NOTES:1. SEE FLOOR PLAN FOR LOCATION OF WALL INSULATION.2. SEE FLOOR PLAN FOR LOCATION OF FIRE RATED WALLS.
DAT
ED
ESC
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ame:
X:\2
015.
041
PSP
- For
t Mitc
hell,
KY
(Eng
elke
)\CAD
\201
5.04
1_A1
.1.d
wg
June
29,
201
5 - s
earll
A1.1
FLO
OR
PLA
N
SBE SBE
NOT USED SCALE:
NOTES
04
GENERAL NOTES
A. NO COLUMN BUMP OUTS ARE PERMITTED ALONG PERIMETER SALES FLOOR WALLDUE TO RACKING REQUIREMENTS. G.C. TO VERIFY ALL PERIMETER WALLS AREFLUSH UNLESS NOTED OTHERWISE. G.C. TO NOTIFY ARCHITECT IF ADDITIONALWALLS NEED TO BE CONSTRUCTION TO ACHIEVE FLUSH SALES FLOORPERIMETER WALLS.
B. G.C. TO VERIFY ALL OVERALL DIMENSIONS, COLUMN LOCATIONS, COLUMN SIZES,ETC. ONCE DEMOLITION IS COMPLETED. G.C. TO PROVIDE PLAN SHOWINGGATHERED DIMENSIONS TO ARCHITECT OF RECORD AND PSP PROJECTMANAGER. PSP TO RECEIVE CONFIRMATION DIMENSIONS ON WEEK 2 OFCONSTRUCTION.
C. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AND PATCHING ASREQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES.
D. G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR FLUSHSURFACE ON ALL WALLS.
WALL LEGEND
16
NOTES:1. ALL DEMISING WALLS AND EXTERIOR PERIMETER WALLS ARE TO HAVE
INSULATION WITH R-VALUE OF R-13 RATING NO LESS THAN STC 50.2. GYPSUM BOARD TO BE CUT AROUND ROOF DECK ALONG DEMISING WALLS
FOR TIGHT CLEAN FINISH AND TO MAINTAIN THE NECESSARY FIRESEPARATION.
3. MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN PUBLIC PET WASH,GROOMER'S BATHING, RESTROOMS, AND BEHIND FRP PANELS. 5/8" THICKDENS-SHIELD BACKER TO BE USED IN LIEU OF GYPSUM BOARD BEHINDWALL TILE.
4. G.C. TO REFERENCE REFLECTED CEILING PLAN FOR CEILING HEIGHTS.5. SOUND WALL TO BE PROVIDED FROM FINISH FLOOR TO UNDERSIDE OF
DECK WHERE GROOMING, GROOMING HOLDING, GROOMING BATHING ANDPUBLIC PET WASH ARE LOCATED ALONG A DEMISING WALL. SOUND WALLTO HAVE A STC RATING OF 50 UNLESS NOTED OTHERWISE. RIGIDINSULATION TO BE INSTALLED TO BOTTOM OF DECK AT DEMISING WALLWHERE GROOMING AND/OR HOLDING ROOM IS LOCATED. RIGIDINSULATION TO BE INSTALLED TO BOTTOM OF DECK AT DEMISING WALLWHERE GROOMING AND/0R HOLDING ROOM IS LOCATED.
6. PROVIDE LEVEL 4 FINISH TO ALL EXPOSED WALLS.7. SEE DETAIL 05/A8.0 & 06/A8.0 FOR DETAIL AND SPACING OF CONTROL
JOINTS IN GYPSUM BOARD WALLS.8. ALL WALLS TO BE TAPED, SANDED AND READY TO RECEIVE NEW FINISHES.9. ALL METAL STUDS TO BE 20 GA. UNLESS NOTED OTHERWISE.10. REFER TO FLOOR PLAN FOR IN WALL STEEL POST BRACING.11. REFER TO DETAILS 05, 06 & 07 ON SHEET A7.0 FOR SPECIFIC WALL FINISH
DETAILS.
1 2 3 4 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PET
SUPP
LIES
PLU
S21
80 D
IXIE
HIG
HW
AY
FT. M
ITC
HEL
L, K
Y 41
017
-
-
-
06.25.15
PARTITION AT FLOOR02 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"TYP. FULL HEIGHT PARTITION DETAIL AT ROOF DECK03
PARTTTION TYPES01
7'-0"
5'-4 1/2"
AA
RL
L
Deh.
4'31"
x 4'31"
x4'31"
x 4'31"
x4'31"
x 4'31"
x4'31"
x 4'31"
x4'31"
x 4'31"
x4'31"
x 4'31"
x4'31"
x 4'31"
x
TAG
4'31"
x 4'31"
x
4'31"
x 4'31"
x
4'31"
x 4'31"
x4'31"
x 4'31"
x
4'31"
x 4'31"
x4'31"
x 4'31"
x
4'31"
x 4'31"
x4'31"
x 4'31"
x
16'31"
4'31"
x 4'31"
x
32'
NON SLIP
FLOOR
NO
N S
LIP
FLO
OR
40'
25"
32'
40'
40'
22"
40'
40'
32'
28"
28"
40'
FRESH
PET
N.V.
FREEZER
PSP
FREEZER
CAT
ADOPT
FISH
COLD
FISH
COLD
FISH
TROP
FISH
TROP
FISH
TROP
FISH
BLUE
CR
IC
KE
T
FR
EZ
SM
AL
L
AN
IM
AL
BIR
DR
EP
TILE
16"
04
09
15
4'31"
x 4'31"
x4'31"
x 4'31"
x
040915 040915
16'
19"
040915 040915 040915 040915 040915 040915 040915 040915 040915 040915
040915040915040915040915
040915040915040915
040915040915040915040915040915040915
16"
04
09
15
19"
040915
MA
RIN
EL
AN
D - 2
01
4 C
HA
NG
ES
MA
RIN
EL
AN
D - 2
/1
1/1
4
MA
RIN
EL
AN
D - 2
01
4 C
HA
NG
ES
MA
RIN
EL
AN
D - 1
1/1
2/1
3
MARINELAND - 5/16/12MARINELAND - 5/16/12MARINELAND - 5/16/12MARINELAND - 5/16/12
FEEDER UNIT
MARINELAND - 5/16/12MARINELAND - 5/16/12
MARINELAND - 1/7/15 PROPOSED
Deh.
04
09
15
19"
x28"
4'
Animal
Freezer
16"
"U
" S
HA
PE
C
AS
H W
RA
P - B
AS
ED
O
N P
AL
ME
R
16"
MINUS FORTY - 44UDGMINUS FORTY - 44UDG
AHT - GD XL SLIM
x 31"4'x 31"4'
25"
19"
19"
25"
25"
25"
25"
x31"
4'
x 31"4'
16"
16"
16"
16"
19"
19"
25"
x31"
4'
x 31"4'x 31"4'
x31"
4'
x 31"4'
x31"
4'
x 31"4'
HO
LD
IN
G
CA
GE
HOLDING
CAGE
x 31"4'
x28"
4'
x 31"4'
x 28"4'x 28"4' x 28"4'x 28"4' x28"
4'
x31"
4'
x 31"4'
x28"
4'
x 31"4'
WATER
FILTER
x 30"4'x 30"8'
19"
19"
x 28"4'x 28"4' x 28"4'x 28"4' x 28"4'x 28"4' x 28"4'x 28"4' x 28"4'x 28"4'
19"
19"
x 31"4'
x 31"4'
QT TOKEN - 12/9/10
28"4' x 28"4' x 28"4' x 28"4' x 28"4' x 28"4' x
FE
FE
FE
FE
FE
HO
LD
IN
G
CA
GE
5'-6"
6'-6"
5'-4 7/8"
5'-0"
7'-7 15/16"
9'-9 1/4"
5'-0"
8'-0"
8'-3 3/8"
32'-10 1/4" +
/- (F
.V
.)
8'-0"
14'-0"
3'-0"
7'-8 3/4"
6'-2 1/4"
6'-3 5/16"
6'-3 1/4"
6'-3 1/4"
6'-2 7/16"
7'-7 1/4"
B
B.2
B.4
1 21.8 3 4 5 6 7 8 98.2
DA
TE
DE
SC
RIP
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ing N
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:\2015.041 P
SP
- F
ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
2.0.dw
g
June 25, 2015 - sking
A2.0
FIX
TU
RE
P
LA
N
AN
D F
LO
OR
FIN
IS
HE
S P
LA
N
SBE SBE
FIXTURE PLAN
SCALE: 1/8" = 1'-0"
CODED NOTES
1. INSTALL 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO
ELEVATIONS FOR MOUNTING HTS. AND LENGTHS.
2. CART BUMPER. McCUE CARTSTOP SP#602 WITH BROWN INSERT AND
ALUMINUM ENDCAPS. LENGTHS AT NOTED. REFER TO DETAIL 08/A8.1
3. WALL MOUNTED CRASH RAIL, CR-1. SEE SPECIFICATIONS TO ON SHEET A9.1.
COLOR TO MATCH WALL COLOR.
4. CHROME CART CORRAL. McCUE CARTSTOP. REFER TO DETAIL 11/A8.0 & 12/A8.0.
5. TACTILE SIGNAGE. REFER TO DETAIL 09/A8.0.
6. FIXTURE END PANELS. INSTALLED BY PSP.
7. CHECKOUT COUNTERS. ANCHOR TO FLOOR WITH FIRE RETARDANT TREATED 2x
CLEATS SECURED TO FLOOR SLAB. REFER TO ELECTRICAL DRAWINGS FOR
POWER REQUIREMENTS.
8. AQUARIUM EQUIPMENT. REFER TO ELECTRICAL DRAWINGS AND ELEVATIONS
FOR POWER REQUIREMENTS.
9. 2" EMT POWER POLE. POLE TO EXTEND TO UNDERSIDE OF ROOF STRUCTURE.
SECURE POLE TO CASH WRAP AND ROOF STRUCTURE.
10. FLOOR TRANSITION AT NEW CONCRETE TO BE FLUSH. REFER TOP DETAIL
14/A8.0.
11. REFER TO DETAIL 13/A8.0 FOR CONCRETE TO MAT TRANSITION.
12. WELCOME BOARD PROVIDED BY PSP, INSTALLED BY GC.
13. COMMUNITY BOARD PROVIDED BY PSP, INSTALLED BY GC.
14. NON-SLIP FLOOR FINISH. REFER TO FINISH SCHEDULE FOR ADDITIONAL
INFORMATION.
15. CONTRACTOR IS TO INSTALL 48" HIGH FRP BEHIND THE FISH AND ANIMAL UNITS.
THE FRP IS TO BE INSTALLED OVER MOISTURE RESISTANT GYPSUM BOARD.
CONTRACTOR IS TO PROVIDE ONE NEW LAYER OF MOISTURE RESISTANT GYP.
BD. ACCORDINGLY.
16. FEATHER CONCRETE WITH LEVELING COMPOUND TO PROVIDE SMOOTH EVEN
ACCESSIBLE FLOOR TRANSITION. (FLOOR SLOPE = 1:20 MAX.) PROVIDE
ACCESSIBLE THRESHOLD AT DOOR MAX 1/2" WITH 1:2 MAX. SLOPE AS REQUIRED
TO ACHIEVE ACCESSIBLE TRANSITION.)
#
01
VESTIBULE
SALES
GROOMING
HOLDING
PUBLIC
PET
WASH
STOCK
OFFICE
HALLWAY
FT-1
FT-3
QT-1
FT-3
FT-3
FT-3
1
1
2
9'-4"
2
4'-4"
2
6'-0"
2
6'-4"
3
4'-0"
3
18'-7"
3
6'-6"
3
3
6'-8"
5
6
6
6
6
16
7
a. ARCHITECT TO COORDINATE FLOOR PLAN WITH AQUARIUM FIXTURES VENDOR.
(CONTACT INFORMATION ON TITLE SHEET.) PROVIDE VIA EMAIL A CAD AND PDF
FILE OF THE PSP APPROVED FLOOR PLAN. AQUARIUM VENDOR WILL PROVIDE
CUT SHEET THAT INCLUDES POWER AND WATER REQUIREMENTS AND
LOCATIONS. ARCHITECT TO COORDINATE POWER AND WATER REQUIREMENTS
WITH ENGINEERS AND VERIFY ALL INFORMATION IS INCLUDED IN
CONSTRUCTION DOCUMENTS.
b. VERIFY BLOCKING FOR RACKS IS NOTED ON DRAWINGS ON ALL PERIMETER
WALLS. COORDINATE LOCATIONS ON ELEVATIONS.
c. ALL EXPOSED SALES AREA WALLS ARE TO RECEIVE WALL MOUNTED CRASH RAIL
(CR-1) UNLESS STOREFRONT WINDOWS ARE INSTALLED AT FLOOR LEVEL.
ARCHITECT TO VERIFY IF STOREFRONT WINDOWS ARE INSTALLED AT FLOOR.
McCUE CART BUMPERS ARE TO BE INSTALLED IN FRONT OF WINDOWS.
ARCHITECT TO INDICATE THE LENGTH NEEDED FOR ALL CART BUMPERS OR
CRASH RAILS.
9
10
FT-3
FT-3
10
A8.1
12
13
QT-1BATHING
14
14
FT-3
FT-3
10
15
FT-3
6
FT-2
FT-3
FT-3
11
2
6'-2"
4
4
10'-1"
3
39'-6"
5
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
8
EXISTING
SHARED LOADING
AREA
PRE-SALES
WOMEN'S
MEN'S
EXISTING
SHARED LOADING
AREA
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
6
6
3
1'-0"
3
0'-6"
3
0'-11"
3
31'-4"
6
MAIN TEE SPLICE
MAIN TEE
GYPSUM BOARD
CEILING PANEL
CROSS CHANNEL
EXPANSION
NOTCH
12 GA. HANGER WIRE
SCREW INTO
MOLDING AT
PERIMETER
GYPSUM BOARD
CEILING PANEL
CROSS CHANNEL
ANGLE MOLDING
8'-0"
AA
2'-6"
4'-0" 4'-0"EQUAL
12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"EQUAL
2'-6"
2'-6"
EQ
.
56'-0"
EQ
.2'-6"
EQ
108'-0"
EQ
EQ100'-0"
EQ
EQ
.20'-0"
EQ
.
3'-0"EQ. EQ.
3'-0"
EQ
.8'-0"
8'-0"
EQ
.
EQ.EQ.
EQ.
4'-0"
EQ.
EQ
.
4'-0"
EQ
.
4'-0"
2'-6"
EQ
.8'-0"
EQ
.E
Q.
8'-0"
EQ
.2'-6"
2'-6"
EQ.8'-0" 8'-0"
EQ.
EQ.8'-0"
8'-0"
EQ. EQ
EQ
2'-6"
8'-0"
8'-0"
8'-0"
8'-0"
EQ
.E
Q.
B
B.2
B.4
1 21.8 3 4 5 6 7 8 98.2
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June 25, 2015 - sking
A3.0
RE
FLE
CT
ED
C
EILIN
G P
LA
N
SBE SBE
REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
01
CODED NOTES
#
1. SALES AREA OPEN TO STRUCTURE ABOVE. PAINT EXPOSED STRUCTURE, CONDUIT,
PIPING HANGERS, DUCTWORK, ETC. P-5. ALL NEW EXPOSED DUCTWORK TO BE
PROVIDED WITH PAINT GRIP FINISH.
2. OPEN TO STRUCTURE ABOVE.
3. EXISTING ACOUSTICAL CEILING TILE @ 8'-0" AFF.
4. ACOUSTIC TILE CEILING & GRID ACT-1 @ 10'-0" A.F.F.
5. ACOUSTIC TILE CEILING & GRID ACT-1 @ 11'-0" A.F.F.
6. MOISTURE RESISTANT ACOUSTIC TILE CEILING & GRID ACT-2 @ 10'-0" A.F.F.
7. FLUORESCENT STRIP LIGHT SUSPENDED AT 13'-0" A.F.F. USING GRIPPLE Y-FIT-10
CABLE SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
8. FLUORESCENT STRIP LIGHT SUSPENDED AT 13'-0" A.F.F. USING GRIPPLE Y-FIT-10
CABLE SYSTEM WITH WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR
DETAILS.
9. SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE INSTALLED WITH 2" SPACERS
AND WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
10. SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE INSTALLED WITH 2" SPACERS.
REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
11. COMBINATION FAN/LIGHT. TYPICAL FOR BOTH RESTROOMS.
12. GYPSUM BOARD HEADER @ 7'-2" AFF. PAINT P-1.
13. APPROXIMATE LOCATION OF EXISTING ROOFTOP UNIT. REFER TO MECHANICAL
DRAWINGS.
14. NEW DUCTWORK INSTALLED AT MAX. HEIGHT. EXPOSED TO VIEW DUCTWORK TO
BE FABRICATED WITH PAINT GRIP FINISH. PAINT ALL EXPOSED DUCTWORK
INCLUDING SUPPLY AND RETURN DROPS P-5. REFER TO MECHANICAL DRAWINGS
FOR DETAILS.
15. EXISTING SPRINKLER LINES IN JOIST SPACE. NOTIFY ARCHITECT PRIOR TO BID IF
BRANCH LINES ARE NOT AT A CONSISTENT HEIGHT OR ARE LOCATED BELOW
SALES LIGHTING MOUNTING HEIGHT OR INTERFERE WITH PROPOSED MECHANICAL
UNITS, DUCTWORK, ETC. MODIFY AS REQUIRED FOR NEW WALL LAYOUT AND NEW
MECHANICAL AND ELECTRICAL SYSTEMS AS SHOW ON THE CONSTRUCTION
DRAWINGS. TURN HEADS UP AND PAINT LINES P-1 WHEN EXPOSED TO VIEW
CONDITION OCCURS. REFER TO SHEET FP1.0.
16. UNIT HEATER. REFER TO MECHANICAL DRAWINGS FOR DETAILS.
17. EXIT SIGN WITH EXTERIOR REMOTE EMERGENCY HEAD.
18. WALL MOUNTED EXIT SIGN.
19. COORDINATE ACCESS PANEL LOCATION WITH LANDLORD AND SIGN VENDOR
PRIOR TO INSTALLATION. FIELD VERIFY EXTENT OF WORK.
20. EXISTING SOFFIT LIGHTING (TYP)
21. ACOUSTICAL CEILING TILE AND GRID @ 8'-0" AFF.
22. EXISTING ACOUSTICAL CEILING TILE @ 8'-1" +/- AFF
03
SCALE: 1" = 1'-0"
02
SCALE: 1" = 1'-0"
DRYWALL SUSPENSION SYSTEM CROSS CHANNEL DETAL
DRYWALL SUSPENSION SYSTEM
PERIMETER DETAIL
#
EXTERIOR CANOPY
9'-5"+/-
EXISTING M.R.G.B.
SALES
18'-0" +/-
OPEN TO DECK
GROOMING
18'-0" +/-
OPEN
TO DECK
HOLDING
10'-0"
ACT-1
PUBLIC PET WASH
18'-0" +/-
OPEN TO DECK
OFFICE
10'-0"
ACT-1
HALLWAY
8'-0" ACT-1
1
2
3
21
4
6
7
7
7
8
9
10
10
11
12
13
13
15
14
GENERAL NOTES
A. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE.
B. REFER TO FINISH SCHEDULE FOR CEILING TYPES.
C. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ALL LOCAL CODE
REQUIREMENTS CONCERNING SEISMIC BRACING AND LATERAL SUPPORT
REQUIREMENTS.
D. COORDINATE EXIT SIGNS LOCATIONS/HEIGHTS WITH LOCAL FIRE MARSHAL. G.C.
TO VERIFY THAT EXIT SIGNS WILL NOT INTERFERE WITH TENANTS INTERIOR
GRAPHICS OR LIGHTING.
E. G.C. IS RESPONSIBLE FOR STRAIGHTENING/RE-ALIGNING LIGHTING ROWS AFTER
FIXTURES INSTALLATION IS COMPLETED.
F. ROUTE ALL WATER, GAS, VENT PIPING IN JOIST SPACE OR TO IMMEDIATE
UNDERSIDE OF JOIST. MODIFY ANY EXISTING UTILITIES AS REQUIRED.
G. MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO OBTAIN LIGHTING
HEIGHTS AS SHOWN AND AVOID ANY OTHER ELECTRICAL, MECHANICAL, AND
PLUMBING SYSTEMS AS SHOWN ON THESE CONSTRUCTION DRAWINGS.
ROOF NOTES
A. PAINT ALL NEW AND EXISTING GAS PIPING ON ROOF.
B. PROVIDE CRICKETS ON BACKWATER SIDE OF ALL NEW ROOFTOP EQUIPMENT
CURBS.
16
14
BATHING
10'-0"
ACT-2
17
17
18
18
10
5
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
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2180 D
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HW
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ELL, K
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06.11.15
13
18
18
3
11
WOMEN'S
8'-0" +/-
EXISTING ACT.
MEN'S
8'-0" +/-
EXISTING ACT.
STOCK
18'-0" +/-
OPEN TO DECK
EXISTING SHARED
LOADING AREA
18'-0" +/-
OPEN TO DECK
EXISTING SHARED
LOADING AREA
13'-11" +/-
EXISTING ACT
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
13'-11" +/-
EXISTING ACT
EXISTING TENANT
SPACE
FOR FUTURE USE
(N.I.C.)
7'-4" +/-
EXISTING G.B.
PRE-SALES
8'-1" +/-
EXISTING ACT
VESTIBULE
11'-0"
ACT-1
1
2
1
19
20
20
14
17
1717
14
14
14 14
141414
14
14
14
22
9
4'-0"
1'-6"
HIGH-LOW
WATER
FOUNTAIN
7'-0" +/- (F.V.)
7'-0 1/2" +
/- (F
.V
.)
4 7/8" +
/- (F
.V
.)
7'-0" +
/- (F
.V
.)
℄
1'-6"
℄
2'-3 1/2"
2'-3 1/2"
4 7/8"
1'-6"
4 7/8"
4 7/8"
5'-0"
REFER TO ELECTRICAL DRAWINGS
FOR POWER & DATA HEIGHTS AND
REQUIREMENTS.
8'-0"
2'-0"
3'-11"
SA
FE
FILE
AU
TO
DE
P.
LOCKER
FRIDGE
1'-6"
HO
LD
4'-6"
7'-3 1/4"
G.C. TO FIELD DRILL (1) 2"Ø
HOLE INSIDE OF END PANEL
@ 12" AFF FOR POWER AND
COMMUNICATION. INSTALL
WHITE PLASTIC GROMMET.
M
O
N
I
T
O
R
K
E
Y
B
O
A
R
D
M
O
U
S
E
SUPPORT LEGS: 3/4" WHITE MELAMINE.
1 1/2"x1 1/2" CLEAT AT BOTTOM FOR
ANCHORAGE
(5)- 2 1/2" DIA. HOLES IN COUNTERTOP.
INSTALL WHITE 2 PIECE GROMMET
COUNTERTOP. LAMINATE
G.C. TO FIELD DRILL (1) 2"Ø HOLE INSIDE
OF END PANEL @ 12" AFF FOR POWER
AND COMMUNICATION. INSTALL WHITE
PLASTIC GROMMET.
L-1
END PANELS TO BE PREDRILLED FOR
ADJUSTABLE SHELVING. G.C. TO
PROVIDE ADJUSTABLE SHELVING.
L-1
G.C. TO PROVIDE ADJUSTABLE
SHELVING.
REFER TO ELECTRICAL DRAWINGS FOR
SWITCH REQUIREMENTS. LOCATION
SHOWN ON THIS PLAN FOR REFERENCE.
4"
2'-9"
4"
2'-9"
M
O
N
I
T
O
R
K
E
Y
B
O
A
R
D
M
O
U
S
E
RL
L
Deh.
NO
N S
LIP
F
LO
OR
E
- 5/16/12
Deh.
Animal
Freezer
1"
HO
LD
IN
G
CA
GE
HOLDING
CAGE
WATER
FILTER
x 30"4'x 30"8'
FE
FE
HO
LD
IN
G
CA
GE
5'-0"
4 7/8"
13'-2 1/4"
4 7/8"
14'-6"
4 7/8"
7'-3 1/4"
4 7/8"
24'-7 1/2" +
/-
4 1/4"
7 3/4"
4 7/8"
20'-5 3/4"
4 7/8"
8'-0"
7 1/4"
11'-10 1/2"
4 7/8"
4 7/8"
5'-2 1/4"
4 7/8"
7'-9 1/4"
4 7/8"
20'-10 1/2"
4 7/8"
5'-0"
4 7/8"
7'-0" +/- (F.V.)
7 1/4"
7'-0 1/4"+
/- (F
.V
.)
4 7/8"
7'-0" +
/- (F
.V
.)
4 7/8"
4'-7 1/8"
4 7/8"
5'-0"
5'-1"
4'-0"
6'-0"
3'-0"
8'-0"
4'-6"
2'-7"
2'-0"
1"
4 7/8"
1"
7"
SPRING HINGE
3'-11"
3'-0"
10"
4 7/8"
5'-2"
2" Ø HOLE & GROMMET
PARTIAL WALL CONSTRUCTION
BELOW. REFER TO WALL
SCHEDULE
ONE-PIECE WOOD SILL CAP ON
TOP OF HALF HEIGHT WALL.
RADIUS CORNERS. PROVIDE
OVERSIZED & SCRIBE TO WALL
07/A
7.0
LAMINATE OVER
3/4" BOARD WAINSCOT.
ONE-PIECE WOOD SILL CAP ON
TOP OF HALF HEIGHT WALL.
RADIUS CORNERS. PROVIDE
OVERSIZED & SCRIBE TO WALL
02
A8.1
S-1
L-1
S-1
SIM.
03
A8.1
DASHED LINE INDICATES
WOOD CAP AND TRIM
ABOVE.
06/A
7.0
06/A7.0
3'-0"
3'-0"
8"
4 7/8"
1'-6"
PUBLIC
PET WASH
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\2015.041_A
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June 29, 2015 - sking
A4.0
EN
LA
RG
ED
P
LA
NS
SBE SBE
CODED NOTES
1. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL 11/A8.0.
2. 4-A:60-B:C MULTI-PURPOSE 10-LB. FIRE EXTINGUISHER.
3. FIRE RETARDANT WOOD BASE AND PLYWOOD WALL PROTECTION. REFER TO DETAIL
04/A8.0.
4. BOLLARD, REFER TO 07/A8.0 & 08/A8.0.
5. MOP BASIN. REFER TO PLUMBING DRAWINGS.
6. PHONE/DATA BOARD. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
7. ELECTRICAL SERVICE PANELS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.
8. LINE INDICATES F.R.P. PANEL. PROVIDE FRP PANEL ON EACH SIDE OF MOP SINK AT
48" A.F.F. AND BEHIND AND ON SIDES OF DRINKING FOUNTAIN.
9. BLUE HAWK SCREW-IN TOOL HOOK. MODEL #SS13-25BK. AVAILABLE AT LOWES.
VERIFY MOUNTING HEIGHT WITH PSP PRIOR TO INSTALLATION..
10. G.C. TO SLOPE NEW CONCRETE FLOOR SLAB TO TRENCH DRAIN. FLOOR TRANSITION
BETWEEN NEW SLOPED FINISH FLOORING AND EXISTING CONCRETE FLOORING TO
BE FLUSH. REFER TO DETAIL 14/A8.0 AND FINISH SCHEDULE FOR FLOOR FINISH
SPECIFICATION.
11. TRENCH DRAIN. REFER TO 07/A8.1.
12. DRYER HOSE OUTLET. REFER TO ELEVATIONS FOR ROUGH-IN LOCATION.
13. CW HOSE BIBB @ 15" AFF.
14. 1" OUTSIDE Ø EYE BOLT. EPOXY SET IN CONCRETE SLAB.
15. PET WASH TUB. SET IN PLACE AND SECURE TO FLOOR SLAB. MAKE ALL FINAL
PLUMBING CONNECTIONS.
16. LOCATION OF SHELF FOR SELF-SERVE PET WASH DRIERS SECURED TO WALL. SEE
ELEVATION 13/A6.1.
17. WALL SHELVING FOR SOAP CONTAINERS.
18. LINE OF SLOPE OF FLOOR. NEW TILE FLOOR FINISH TO BE FLUSH WITH CONCRETE
FLOOR. REFER TO DETAIL 14/A8.0.
19. 4'-0" L. X 14" D. WHITE VENTILATED SHELVING MOUNTED ABOVE TUB. LEE/ROWAN.
MAX-TRACK SYSTEM OR EQUAL.
20. DEHUMIDIFIER.
21. STEEL PIPE BRACING . REFER TO DETAIL 02/A8.1 & 03/A8.1.
22. PROVIDE 3/4" THICK FIRE RETARDANT PLYWOOD FOR THE PUBLIC PET WASH SYSTEM.
REFER TO DETAIL 13/A6.1.
23. GROOMING STATION SUPPLIED BY PET SUPPLIES PLUS.
24. GROOMING TABLE SUPPLIED BY PET SUPPLIES PLUS.
25. RECEPTION DESK. REFER TO ELEVATION AND ELECTRICAL DRAWINGS FOR DETAILS.
26. TANKLESS WATER HEATERS. REFER TO PLUMBING DRAWINGS FOR DETAILS.
27. FINISH FLOOR AND EXTERIOR GRADE TO BE FLUSH.
28. EXISTING BUILDING COLUMN. CLEAN, PREP AND PAINT P-1, SEMI GLOSS, TYP
29. NOT USED.
30. EXISTING WATER HEATER ON HIGH SHELF
31. BATH MASTER EQUIPMENT.
32. 1" OUTSIDE DIAMETER EYE BOLT. SECURE TO WALL. PROVIDE IN WALL, FIRE
RETARDANT BLOCKING AS REQUIRED FOR EYE BOLT.
SCALE: 1/4" = 1'-0"
ENLARGED PET GROOMING01
SCALE: 3/8" = 1'-0"
ENLARGED RESTROOM PLAN03
SCALE: 1/2" = 1'-0"
ENLARGED OFFICE PLAN02
#
SALES
GROOMING
HOLDING
STOCK
OFFICE
HALLWAY
WOMEN'S
MEN'S
WOMEN'S
MEN'S
A6.1
01
04
02
03
A6.2
02
03
01
04
D
C4
E
E
A6.1
09
10
08
11
GENERAL NOTES
A. REFER TO SHEET A1.1 FOR WALL/PARTITION TYPES.
B. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AND PATCHING AS REQUIRED
FOR INSTALLATION OF NEW FLOOR FINISHES.
C. G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR FLUSH SURFACE
ON ALL WALLS.
1
1
2
7
8
10
11
5
12
12
31
14
15
15
16
16
17
20
15
19
11
32 32
23 2324 24
25
8
CODED NOTES APPLY
SIMILARLY TO THIS
ROOM
SCALE 1/2" = 1'-0"
ENLARGED GATE PLAN04
GROOMING
VESTIBULE
H
G
22
03
A6.0
21
21
A6.2
05
06
08
07
18
18
A6.2
10
11
12
09
TOILET ROOM ACCESSORIES
TOILET PAPER DISPENSER; BOBRICK B-6857
GRAB BAR - 42" LONG; BOBRICK B-6806.99X42
GRAB BAR - 36" LONG; BOBRICK B-6806.99X36
VERTICAL GRAB BAR - 18" LONG; BOBRICK B-5806.99X18
MIRROR - 24"X36"; BOBRICK B-165
12" WIDE X 36" LONG WHITE MELAMINE SHELF
STANDARDS: "CAPITAL LINE" A-LINE. 1-800-327-6083 NO. 102, 30" LENGTH.
ZINCRO FINISH. MATCHING COLOR BRACKETS. 1-800-622-4393.
REFER TO DETAIL 09/A8.0 FOR RESTROOM TACTILE SIGNAGE.
PSISC SATIN C-FOLD PULL COMMERCIAL PAPER TOWEL DISPENSER.
#TD-121-200. PAPER BOTTOM OF TOWEL DISPENSER TO BE MOUNTED
35" A.F.F.
A
B
C
D
E
F
G
SANITARY NAPKIN DISPENSER - 7 1/2" X 10" X 3 13/16"; BOBRICK B-270
H
10
07/A
7.0
05/A
7.0
05/A
7.0
C
BATHING
14
A6.1
18
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.25.15
21
21
C4
D
D1
C1
C1
C4
02
A4.0
03
A4.0
B2B2B2
A2
A
A
A
D2
D2
C1
C2
C2
A2
A2
A2
C
B1 A
E
E
E
E
1
1
3
3
3
3
3
3
4
23 24
04
A4.0
A6.2
06 05
04
A4.0
26
14
A6.2
A6.2
05
06
08
07
GROOMING
SALES
WOMEN'S
05
A6.0
A6.1
06
07
05
E
A
D
B
F
C
13
6
14
A6.1
EXISTING TENANT SPACE
FOR FUTURE USE (N.I.C.)
EXISTING SHARED
LOADING AREA
C3
5
8
9
A6.2
13B
13A
13
13
13
2
32
30
14
21
21
28
4
4
EXISTING MASONRY
WALL TO REMAIN
EXISTING CONCRETE
WALL TO REMAIN
STEEL BOLLARDS,
SEE DETAIL 07/A8.0
EXISTING STEEL
BOLLARDS
EXISTING RAMP
NOTE:
IF BUILDING SIGNAGE IS MOUNTED
DIRECTLY TO THE EXTERIOR WALL, ALL
SIGNAGE ATTACHMENTS, ELECTRICAL
CONNECTIONS, ETC. TO BE CONCEALED
FROM VIEW INSIDE THE TENANT SPACE.
WHERE POSSIBLE SIGN POWER BOXES ARE
TO BE LOCATED ABOVE THE VESTIBULE
CEILING OR INSTALLED AT THE UNDERSIDE
OF THE ROOF DECK AND PAINTED TO
MATCH ADJACENT SURFACE. NO EXPOSED
CONDUIT, RACEWAYS, ETC., ARE
PERMITTED TO BE VIEWED FROM INSIDE
THE TENANT SPACE. G.C., E.C. AND SIGN
VENDOR TO MEET ON SITE TO COORDINATE
ALL ASPECTS OF INSTALLATION PRIOR TO
START OF CONSTRUCTION.
"T"
"T"
"T"
"T""T"
"T""T"
"T"
"T"
"T"
"T"
"T""T" "T" "T"
EXISTING
MASONRY WALL
26'-11 7/8" +/-
FRONTAGE LEASE DIMENSION
LINE OF NEW 5'-0" x 8'-0" FROST
SLAB SEE DETAIL 03/A7.0.
EXISTING BRONZE FINISH.
ADJACENT TENANT
NEW AUTOMATIC SIDE SLIDING ENTRY
DOOR IN EXISTING OPEN'G.
TENANT'S BUILDING SIGN. SIGNAGE IS
FOR REPRESENTATION PURPOSES
ONLY. FINAL SIZE, CONFIGURATION,
LOCATION, ETC. TO BE COORDINATED
WITH G.C., ELECTRICAL CONTRACTOR
& SIGN VENDOR. GENERAL
CONTRACTOR & ELECTRICAL
CONTRACTOR TO COORDINATE
POWER REQUIREMENTS AND EXACT
LOCATION WITH SIGNAGE VENDOR IN
FIELD PRIOR TO INSTALLATION. FINAL
SIGN WIRING BY ELECTRICAL
CONTRACTOR.
EXISTING
MASONRY
COLUMN
EXISTING CANOPY
OVERHANG TO
REMAIN
B B.2 B.4 B.8
LEASE DIMENSION
A
NEW O.H. DOOR. REFER
TO SHEET A9.0 FOR
DETAILS
EXISTING DOOR TO REMAIN (BEYOND)
NEW STEEL BOLLARDS, SEE DETAIL 07/A8.0
EXISTING CONCRETE
DOCK TO REMAIN
STEEL BOLLARDS,
SEE DETAIL
07/A8.0
STEEL RAILING SYSTEM. SEE DTL. X/A8.2
NEW METAL GRATE STAIR. INSTALL
PER MFR. RECOMMENDATIONS
SEE DTL. X/A8.2
3'-0" x 5'-0" x 12" DEEP CONCRETE
PAD. PROVIDE FLUSH TRANSITION
WITH ADJACENT PAVEMENT.
12" DIA. SONOTUBE (OR SIMILAR)
CONCRETE PIER TO 30" MINIMUM
BELOW GRADE.
EXISTING BRONZE FINISH.
NEW STOREFRONT TO MATCH EXSTING
EXISTING CONCRETE
WALL TO REMAIN
NEW STEEL BOLLARDS,
SEE DETAIL 07/A8.0
STEEL BOLLARDS,
SEE DETAIL 07/A8.0
LEASE DIMENSION
A
NEW STEEL
BOLLARDS,
SEE DETAIL
07/A8.0
EXISTING
CONCRETE
DOCK TO
REMAIN
3'-0" x 5'-0" x 12" DEEP CONCRETE
PAD. PROVIDE FLUSH TRANSITION
WITH ADJACENT PAVEMENT.
7 1/2"±
TY
P.
12" TYP.
1"
TYP.
12" DIA. SONOTUBE (OR SIMILAR)
CONCRETE PIER TO 30" MINIMUM
BELOW GRADE.
NEW DOOR. SEE DOOR
SCHEDULE ON SHEET
A9.0.
EXISTING
RAILING TO
REMAIN
EXISTING DOWNSPOUT
TO REMAIN (TYP.)
EXISTING MASONRY
WALL TO REMAIN
STEEL RAILING SYSTEM.
SEE DTL. 5/A8.2
NEW METAL GRATE STAIR.
INSTALL PER MFR.
RECOMMENDATIONS
SEE DTL. 7/A8.2
EXISTING GUTTER TO
REMAIN (TYP.)
EXISTING CONCRETE
WALL TO REMAIN
NEW STEEL BOLLARDS,
SEE DETAIL 07/A8.0
12" DIA. SONOTUBE (OR
SIMILAR) CONCRETE PIER TO
30" MINIMUM BELOW GRADE.
NEW DOOR. SEE DOOR
SCHEDULE ON SHEET
A9.0.
EXISTING DOWNSPOUT
TO REMAIN (TYP.)
STEEL RAILING SYSTEM.
SEE DTL. 4/A8.2
NEW METAL GRATE STAIR.
INSTALL PER MFR.
RECOMMENDATIONS
SEE DTL. 6/A8.2
EXISTING DOWNSPOUT
TO REMAIN (TYP.)
3'-0" x 5'-0" x 12" DEEP CONCRETE
PAD. PROVIDE FLUSH TRANSITION
WITH ADJACENT PAVEMENT.
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ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
5.0.dw
g
June 25, 2015 - sking
A5.0
EX
TE
RIO
R E
LE
VA
TIO
NS
SBE SBE
T=INDICATES NEW TEMPERED
SAFETY GLASS
SIGNAGE BY OTHERS UNDER A
SEPARATE PERMIT. SHOWN
HERE FOR REFERENCE ONLY
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
01
SIDE ELEVATION03
SCALE: 1/4" = 1'-0"
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
FRONT ELEVATION01
T=INDICATES TEMPERED
SAFETY GLASS
FINISH FLOOR
0'-0"
B.O. DECK
18'-0"
"T" "T" "T" "T"
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
"T"
B.O. LIGHTS
13'-0"
EQ.
"T""T"
P-2
P-2
VB-1
FINISH FLOOR
0'-0"
CHROME CART CORRAL
P-1
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
BRACE 2" EMT AT THE UNDERSIDE OF
THE STRUCTURE AS REQUIRED.
15"
℄
3'-4"4'-0 1/2"4'-2"
8"
5'-10"
2 x 4 BLOCKING SECURED TO WALL
BEHIND STORE FIXTURES
STORE FIXTURES SHOWN DASHED
10'-8 15/16"12'-11"
2'-2"
℄℄
4'-4" 8'-7"
8'-7" ℄℄℄℄
8"
5'-10"
2 x 4 BLOCKING SECURED TO WALL
BEHIND STORE FIXTURES
STORE FIXTURES SHOWN DASHED
FINISH FLOOR
0'-0"
B.O. DECK
18'-0"
HEADER
7'-2"
OPEN
BEYOND
B.O. LIGHTS
13'-0"
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
72'-0" NOMINAL5"
80'-0" NOMINAL
REFER TO
ELECTRICAL
DRAWINGS. TYP.
SALES AREA
OPEN
BEYOND
15"
℄
℄
CR-1
VB-1
P-1
P-1
VB-1VB-1
VB-1CRASH RAIL,
REFER TO SHEET
A2.0 FOR LENGTH.
TYP.
CR-1
P-1
P-1
P-1
P-1
VB-1
VB-1
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
P-1
P-1P-1
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
12
A6.1
12
A6.1 SIM.
OPP.
05/A7.0
05/A7.0 07/A7.007/A7.0
4'-4 5/8"
48" HIGH FRP OVER ONE NEW LAYER
OF MOISTURE RESISTANT GYP. BD.
BEHIND FISH/ ANIMAL UNITS. SEE
DETAIL 17/A8.0 TYPICAL.
30'-0" 4'-8 3/4" +/-
CORNER GUARD
FINISH FLOOR
0'-0"
B.O. DECK
18'-0"
B.O. LIGHTS
13'-0"
"T""T"
P-2
FINISH FLOOR
0'-0"
B.O. DECK
18'-0"
B.O. LIGHTS
13'-0"
OPEN
BEYOND
P-1
VB-1
VB-1
CORNER GUARD
FINISH FLOOR
0'-0"
2'-9"
OR
IF
IC
E
3'-3"
OR
IF
IC
E
HI-LOW WATER
FOUNTAIN
TO 48"
AFF, ON 3 SIDES
OF DRINKING
FOUNTAIN
ALCOVE
FINISHED CEILING
+8'-0" AFF
CORNER
GUARD
VB-1
FRP-1
P-1
TYP.
VB-1 VB-1
FINISH FLOOR
0'-0"
CHROME CART CORRAL
"T" "T"
P-1
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
8'-3 1/8"
CEILING
11'-0"
CEILING
11'-0"
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
"T"
P-1
T=INDICATES TEMPERED
SAFETY GLASS
FINISH FLOOR
0'-0"
B.O. DECK
18'-0"
CEILING
11'-0"
"T" "T"
"T" "T"
"T"
"T"
"T"
"T"
NOTE:
IF BUILDING WALL SIGNAGE IS
MOUNTED DIRECTLY TO THE EXTERIOR
WALL, ALL SIGNAGE ATTACHMENTS,
ELECTRICAL CONNECTIONS, ETC. TO BE
CONCEALED FROM VIEW INSIDE THE
TENANT SPACE. WHERE POSSIBLE SIGN
POWER BOXES ARE TO BE LOCATED
ABOVE THE VESTIBULE CEILING OR
INSTALLED AT THE UNDERSIDE OF THE
ROOF DECK AND PAINTED TO MATCH
ADJACENT SURFACE. NO EXPOSED
CONDUIT, RACEWAYS, ETC., ARE
PERMITTED TO BE VIEWED FROM INSIDE
THE TENANT SPACE. G.C., E.C. AND
SIGN VENDOR TO MEET ON SITE TO
COORDINATE ALL ASPECTS OF
INSTALLATION PRIOR TO START OF
CONSTRUCTION.
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
T=INDICATES TEMPERED
SAFETY GLASS
FINISH FLOOR
0'-0"
CEILING
11'-0"
P-1
CHROME CART CORRAL
"T""T""T""T" "T"
6'-0"
℄
6"
EQ.
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
VB-1
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
McCUE CARTSTOP. FLOOR
MOUNTED CART RAIL WITH
BROWN BUMPER INSERT. REFER
TO SHEET A2.0 FOR LENGTH. TYP.
VB-1
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
VB-1
CRASH RAIL,
REFER TO SHEET A2.0
FOR LENGTH. TYP.
CR-1
17
A8.0
ALARM
LOCK
FRP-2
5'-1"
10"
4'-2"
VB-1
HALLWAY CLG.
8'-0"
2'-11"
6'-4"
1'-0"
DA
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ing N
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:\2015.041 P
SP
- F
ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
6.0.dw
g
June 25, 2015 - sking
A6.0
IN
TE
RIO
R E
LE
VA
TIO
NS
SBE SBE
SCALE: 3/16" = 1'-0"
INTERIOR ELEVATION - REAR WALL03
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
INTERIOR ELEVATION - LEFT SIDE WALL02
SCALE: 3/16" = 1'-0"
INTERIOR ELEVATION - RIGHT SIDE WALL04
08
SCALE: 3/16" = 1'-0"
09
SCALE: 3/16" = 1'-0"
07
INTERIOR ELEVATION
VESTIBULE - RIGHT SIDE WALL
SCALE: 3/16" = 1'-0"
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
05
INTERIOR ELEVATION
HALLWAY
SCALE: 3/16" = 1'-0"
INTERIOR ELEVATION
VESTIBULE - LEFT SIDE WALL
INTERIOR ELEVATION
VESTIBULE - REAR WALL
INTERIOR ELEVATION - FRONT WALL01
06
INTERIOR ELEVATION
VESTIBULE - FRONT WALL
SCALE: 3/16" = 1'-0"
*CERAMIC WALL NOT SHOWN FOR CLARITY
15
"
5'-11"
4'-1
0"
5'-4
"
FINISH FLOOR
0'-0"
PROVIDE FINISH TRIM
FOR ALL WALL
PENETRATIONS.
MOISTURE RESISTANT
GYPSUM BOARD
CW HOSE BIBB
DOGWASH TUB BY
PSP. (TYPICAL OF 2)
2" Ø OUTLET FOR FORCED AIR
DRYER HOSE w/ 1 1/2" PVC HOSE
CONNECTOR, TYP.
FUNNEL DRAIN
ZURN Z329 OR EQUAL
TRENCH DRAIN. PROVIDE
REMOVABLE GRATE FOR ACCESS
TO TRENCH DRAIN FOR CLEANING,
TYP.
58"
14'-6"
7"58"7" 3'-4"
B.O. DECK
17'-6" AFF
CT-1
BATH MASTER.
TYP. OF 2
WATER SUPPLY LINE WITH
THREADED HOSE CONNECTOR AND
SHUT-OFF. REFER TO PLUMBING
DRAWING FOR SIZE. G.C. TO RUN
LINE TO MANIFOLD LOCATED IN
HOLDING ROOM.
5'-9 1/2"
SCHLUTER TRIM
7'-2
"
PROVIDE IN WALL
BLOCKING AT WALL
SHELVING
7'-3"
STAINLESS STEEL COVER
PLATES FOR SOAP LINES
2'-9
"
P-4
1'-5 1/2"
6" STAINLESS STL.
FUNNEL TO TRENCH
DRAIN. TYPICAL ALL
PET WASH TUBS
TUB DRAIN PER
PLUMBING PLANS
2" A
IR
G
AP
FUNNEL DETAIL
MOISTURE RESISTANT
GYPSUM BOARD
FINISH FLOOR
0'-0"
PET WASH TUBS
PROVIDED BY PET
SUPPLIES PLUS. G.C.
TO SET IN PLACE,
SECURE TO FLOOR
SLAB AND MAKE ALL
FINAL PLUMBING
CONNECTIONS.
TOP OF TILE & SOFFIT
7'-2" AFF
6" HIGH TILE
BASE
DRYER SWITCH.
REFER TO ELEC.
FOR DETAILS.
3'-1
0"
B.O. DECK
17'-6" AFF
T.O. WALL
4'-0 3/4"
P-4
CT-1
SCHLUTER TRIM
QB-1
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
OPEN BEYOND
CT-1
6" HIGH TILE
BASE
QB-1
12
A6.1
2'-9" 2'-9"
1" OUTSIDE Ø
EYE BOLT
MOISTURE RESISTANT
GYPSUM BOARD
FINISH FLOOR
0'-0"
PET WASH TUBS
PROVIDED BY PET
SUPPLIES PLUS. G.C.
TO SET IN PLACE,
SECURE TO FLOOR
SLAB AND MAKE ALL
FINAL PLUMBING
CONNECTIONS.
TOP OF TILE
7'-2" AFF
DRYER SWITCH.
REFER TO ELEC.
FOR DETAILS.
3'-10"
B.O. DECK
17'-6" AFF
P-4
6" HIGH TILE
BASE
CT-1
T.O. WALL
4'-0 3/4"
QB-1
SCHLUTER TRIM
MOISTURE RESISTANT
GYPSUM BOARD.
FINISH FLOOR
0'-0"
FINISH CEILING
8'-0" AFF
6" H. COVED VINYL
BASE VB-1
40
" B
OT
.
IN
ST
AL
LE
D
P-1
G
F
C
A
1'-6"
3'-0" (MIN)
D
17
"-1
9"
T.O
.
SE
AT
6" H. COVED VINYL
BASE VB-1
MOISTURE RESISTANT
GYPSUM BOARD
B
6"
3'-0
"
FINISH FLOOR
0'-0"
FINISH CEILING
8'-0" AFF
* SEE SHEET A4.0 FOR TOILET ROOM
ACCESSORIES' SCHEDULE
1'-6"
E
MIRROR.
CENTER
OVER
SINK
(M
AX
.)
2'-1
0"
3'-4
" (M
AX
)
℄
P-1
P-1
NOTE:
TOILET ACCESSORIES SHALL
BE INSTALLED AND SEALED
TO PROTECT STRUCTURAL
ELEMENTS FROM MOISTURE.
33
"-3
6"
3'-6"
1'-0"
17
"-1
9"
T.O
.
SE
AT
19
"
MIN
.
39
" - 4
1"
18
" M
IN
.
B
ACCESSIBLE
WATER CLOSET
SHELVES,
STANDARDS
D
MOISTURE RESISTANT
GYPSUM BOARD.
+ 5'-0"
AFF
A
FINISH FLOOR
0'-0"
FINISH CEILING
8'-0" AFF
6" H. COVED VINYL
BASE VB-1
39"-41"
* SEE SHEET A4.0 FOR TOILET ROOM
ACCESSORIES' SCHEDULE
P-1
FINISH FLOOR
0'-0"
CEILING
10'-0"
Printer
Fax
Scanner
CPU
IG
COUNTER HT.
+2'-10" AFF
LAMINATE
COUNTERTOP
& BACKSPLASH
3'-3 1/2"
4 1/2"
5"
MINI FRIDGE
LOCKERS
FAX
LOCKABLE CASH DRAWER
VB-1
L-1
P-1
PROVIDE WALL
BLOCKING AT
COUNTERTOP &
WALL SHELVING
ADJ. SHELVES
END PANEL TO
ACCEPT
ADJACENT
SHELVING
1'-3 1/4"
2'-8"
2'-0
"
END PANELS
PROVIDE IN WALL
BLOCKING AT
COUNTER AND WALL
SHELVING
SHELVING ON
STANDARDS
FINISH FLOOR
0'-0"
CEILING
10'-0"
SAFE
AUTO
DEPOSIT
AUTO DEPOSIT
COUNTER HT.
+2'-10" AFF
LAMINATE
COUNTERTOP
& BACKSPLASH
2'-0"
ADJ. SHELVES
FILE CABINET
PHONE
CASH DRAWER
LOCKABLE CASH DRAWER
P-1
L-1
L-1
VB-1
05/A8.1
P-1
2'-10"2'-6 1/4"
9 1/2"
1'-6"
END PANELS
PROVIDE IN WALL
BLOCKING AT
COUNTER
PROVIDE WALL
BLOCKING AT
COUNTERTOP &
WALL SHELVING
5'-6"
5'-9 1/2"
6'-3 1/2"
Muzak
Unit 1
Power
Surge
Router
MUSIC CONTROLER
MODEM
CIPHER LAB
L-1
SHELVING ON
STANDARDS
2'-0 1/8"
1'-5 1/2"
5 1/2"
FINISH FLOOR
0'-0"
CEILING
10'-0"
VB-1
P-1
SHELVING ON
STANDARDS
REFER TO
ELECTRICAL
DRAWINGS
FOR SWITCH
REQUIREMENTS.
LAMINATE
COUNTERTOP
& BACKSPLASH
L-1
1 3/8" SCREEN DOOR,
STAIN
ALL FACES.
1/2"
3'-11"
2'-10"
MIN
.
WALL FINISH VARIES.
REFER TO FINISH
SCHEDULE FOR WALL
FINISH.
S-1
WOOD CAP,
STAIN
S-1
FINISH FLOOR
0'-0"
CEILING
10'-0"
P-1
VB-1
LAMINATE
COUNTERTOP
& BACKSPLASH
L-1
L-1
THERMOSTAT.
REFER TO
MECHANICAL.
DRYER
#1
DRYER
#2
RECEPTICAL TO
PLUG IN DRYER #2
RECEPTICAL TO
PLUG IN DRYER #1
BLENDED WATER
OUT TO TUB #1
BLENDED WATER
OUT TO TUB #2
SOLENOID FOR
TUB #2
SOLENOID FOR
TUB #1
J-BOX WITH
WATERPROOF
COVER FOR
SOLENOID #1
J-BOX WITH
WATERPROOF
COVER FOR
SOLENOID #2
MIXING VALVE
MOUNT ALL PIPING TO
3/4" THICK FIRE
RETARDANT PLYWOOD
SECURE DRYERS
TO SHELVING
DUAL CHECK VALVE
BALL VALVE
BALL VALVE
TEMPERATURE
GAUGE
SHELVING FOR SHAMPOO
CONTAINER PROVIDED BY
3'-0"
2'-0"
℄
℄
G.C. TO PROVIDE THE NECESSARY
WALL BLOCKING FOR THE AQUARIUM
FILTRATION SYSTEM PRIOR TO
FINISHING WALL CONSTRUCTION.
DA
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:\2015.041 P
SP
- F
ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
6.1.dw
g
June 25, 2015 - sking
A6.1
IN
TE
RIO
R E
LE
VA
TIO
NS
SBE SBE
03
SCALE: 1/4" = 1'-0"
PUBLIC PET WASH
ELEVATION
02
SCALE: 1/4" = 1'-0"
01
SCALE: 1/4" = 1'-0"
PUBLIC PET WASH ELEVATION
PUBLIC PET WASH
ELEVATION
04
SCALE: 1/4" = 1'-0"
PUBLIC PET WASH
ELEVATION
RESTROOM ELEVATION06
SCALE: 1/4" = 1'-0"
RESTROOM ELEVATION07
SCALE: 1/4" = 1'-0"
OFFICE ELEVATION09
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
OFFICE ELEVATION10
OFFICE ELEVATION08
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
11OFFICE ELEVATION
SCALE: 3/4" = 1'-0"
12
PUBLIC PET WASH
ELEVATION - GATE
SCALE: N.T.S.
13
BATH MASTER
ELEVATION
RESTROOM ELEVATION05
SCALE: 1/4" = 1'-0"
SCALE: N.T.S.
14
AQUARIUM EQUIPMENT
ELEVATION
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
3'-10 3/4"
3'-10 1/2"
3/4"
VB-1
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
P-1
L-1
WOOD CAP AND
TRIM.
S-1
1 1/2"
08/A7.0
07/A7.0
7'-8"
GROOMING STATION
PROVIDED BY PET SUPPLIES
PLUS. TYPICAL OF 3.
GROOMING TABLE PROVIDED
BY PET SUPPLIES PLUS.
TYPICAL OF 3.
WALL MOUNTED 1" DIA. EYE BOLT.
PROVIDE F.R. WD. BLOCKING IN
WALL CAVITY AS REQUIRED.
VB-1
2'-0"
P-3
VB-1
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
L-1
WOOD CAP AND
TRIM.
S-1
08/A7.0
3'-10 1/2"
3/4"
1 1/2"
T.O. WALL
4'-0 3/4"
06/A7.0
6'-9 3/4"
3'-1
0 1
/2
"3
/4
"
VB-1
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
P-1
L-1
WOOD CAP AND
TRIM.
S-1
GROOMING STATION
PROVIDED BY PET SUPPLIES
PLUS. TYPICAL OF 3
GROOMING TABLE PROVIDED BY
PET SUPPLIES PLUS. TYPICAL OF 3
1 1
/2
"
RECEPTION
DESK
08/A7.0
VB-1
07/A7.0
2'-0
"
WALL MOUNTED 1" DIA. EYE BOLT.
PROVIDE F.R. WD. BLOCKING IN
WALL CAVITY AS REQUIRED.
OPEN
BEYOND
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
WOOD CAP AND
TRIM.
S-1
VB-1
L-1
L-1
3'-1
0 1
/2
"3
/4
"
1 1
/2
"
07/A7.0
06/A7.0
VB-1
14
A6.2
1'-6
"
L-1
LAMINATE
COUNTERTOP.
L-1
G.C. TO PROVIDE 2"
DIA. GROMMET IN
SIDE PANEL OF
RECEPTION DESK.
RETARDANT
OPEN
BEYOND
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
WOOD CAP AND
TRIM.
S-1
VB-1
L-1
3'-1
0 1
/2
"
3/4
"
1 1
/2
"
06/A7.0
VB-1
06/A7.0
3'-10 1/2"
3/4"
VB-1
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
L-1
WOOD CAP AND
TRIM.
S-1
1 1/2"
07/A7.0
OPEN
BEYOND
08/A7.0
3'-1
0 1
/2
"3
/4
"
VB-1
L-1
1 1
/2
"
07/A7.0
P-1
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
WOOD CAP AND
TRIM.
S-1
OPEN
BEYOND
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
T.O. WALL
4'-0 3/4"
WOOD CAP AND
TRIM.
S-1
VB-1
L-1
3'-10 1/2"
3/4"
1 1/2"
07/A7.0
VB-1
06/A7.0
1'-3"
FORCED AIR DRYER.
4'-0" L. x 14" D. WHITE
VENTILATED SHELVING
MOUNTED ABOVE EACH TUB.
LEE/ROWAN MAX-TRACK
SYSTEM OR EQUAL. PROVIDE
CONCEALED WOOD BLOCKING
IN WALL FOR ATTACHMENT
DEHUMIDIFIER
PROVIDE REMOVABLE GRATE
FOR ACCESS TO TRENCH
DRAIN OUTLET FOR CLEANING
4'-2 1/2"
6'-7 1/2"
HOSE BIBB.
PROVIDE FINISH TRIM
FOR ALL WALL
PENETRATIONS.
F.R.P. OVER MOISTURE
RESISTANT GYPSUM BOARD
5'-6"
6'-0"
FINISH FLOOR
0'-0"
CEILING
10'-0"
QB-1
P-1
8'-0"
HOT AND COLD WATER
SUPPLY LINES
OCCUPANCY STROBE LIGHT
59 1/2"
TUB
FUNNEL DRAIN
ZURN Z329 OR EQUAL
THERMOSTATIC MIXING VALVE
WITH TEMPERATURE CONTROL
1'-3"
FIN. FLR.
0'-0"
CEILING
10'-0"
P-1
8'-0"
HOLDING CAGE
4'-0"
VB-1
DEHUMIDIFIER
F.R.P. OVER
MOISTURE
RESISTANT
GYPSUM
BOARD
QB-1
1'-3"
1'-3"
FINISH FLOOR
0'-0"
CEILING
10'-0"
VB-1
P-1
HOLDING CAGE
1'-3"
DRYER
#1
DRYER
#2
SHELVING FOR SHAMPOO
CONTAINER PROVIDED BY
PSP AND INSTALLED BY G.C.
HOLDING
CAGE
VB-1
P-1
8'-0"
FINISH FLOOR
0'-0"
CEILING
10'-0"
MOISTURE RESISTANT
GYPSUM BOARD
13
A6.1
8 1/8"
8'-6"
5 7/8"
6'-3 7/8"
INSTANT WATER HEATER LOCATION. RUN
PLUMBING BEHIND FINISHED SURFACES.
REFER TO PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
8'-0"
F.R.P. OVER
MOISTURE
RESISTANT
GYPSUM
BOARD
4'-0"
8'-0"
3/4" THICK
FIRE
RETARDANT
PLYWOOD
0"
6'-0"
3'-1 1/4"
4'-3 3/4" 4'-3 3/4"
2'-0"
1 5/8"
EXISTING
COLUMN
QB-1
8'-0"
7'-4"
MOP SINK
FINISH FLOOR
0'-0"
P-1
VB-1
FRP-1
4'-0"
4'-0"
MOP SINK
VB-1
FRP-1
4'-0"
4'-0"
P-1
6'-0"
BLUE HAWK
SCREW-IN
TOOL HOOK
B.O. DECK
17'-6" AFF
B.O. DECK
17'-6" AFF
FINISH FLOOR
0'-0"
1 3/8" SCREEN DOOR,
LAMINATE ALL
FACES.
2"
3'-9
1
/2
"
2'-1
0"
MIN
.
WALL FINISH VARIES.
REFER TO FINISH
SCHEDULE FOR WALL
FINISH.
L-1
3'-0"
2'-1
0"
G.C. TO PROVIDE
2" DIA. GROMMET
IN SIDE PANEL.
LAMINATE
COUNTERTOP
L-1
15/A6.2
WOOD CAP & TRIM,
STAIN
S-1
03
/A
8.1
3'-1
0 1
/2
"
3/4
"
1 1
/2
"
1'-6"3'-0"8"
1'-6
"
1"
LAMINATE
COUNTERTOP
WITH 1 1/2" EDGE
FRONT & BACK
LAMINATE
OVER EXPOSED
TO VIEW
CARCASS
CONSTRUCTION
2"
2'-10"
G.C. TO FIELD DRILL 2"Ø
HOLE FOR POWER &
COMMUNICATION,
INSTALL BLACK PLASTIC
GROMMET
2'-5" 1"
SHELF PIN
HOLES @ 2" O.C.
VINYL COVE
BASE
EXTEND FLOOR
FINISH UNDER
CABINET
2'-0"
4'-0 3/4"
L-1
L-1
VB-1
LAMINATE
ON ADJUSTABLE
SHELVING
L-1
WOOD CAP & TRIM,
STAIN
S-1
DA
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- F
ort M
itchell, K
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\2015.041_A
6.2.dw
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June 25, 2015 - sking
A6.2
IN
TE
RIO
R E
LE
VA
TIO
NS
SBE SBE
GROOMING ELEVATION01 SCALE: 1/4" = 1'-0"GROOMING ELEVATION02
SCALE: 1/4" = 1'-0"GROOMING ELEVATION
SCALE: 1/4" = 1'-0"
GROOMING VESTIBULE ELEVATION05SCALE: 1/4" = 1'-0"
GROOMING VESTIBULE ELEVATION06SCALE: 1/4" = 1'-0"BATHING ELEVATION
07SCALE: 1/4" = 1'-0"
HOLDING ELEVATION
08SCALE: 1/4" = 1'-0"
HOLDING ELEVATION
09SCALE: 1/4" = 1'-0"
HOLDING ELEVATION 10
SCALE: 1/4" = 1'-0"
11SCALE: 1/4" = 1'-0"
12
SCALE: 1/4" = 1'-0"
13BMOP SINK ELEVATION
GROOMING RECEPTION DESK ELEVATION14 SCALE: 3/4" = 1'-0"SECTION15
SCALE: 3/4" = 1'-0"
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
GROOMING VESTIBULE ELEVATIONGROOMING VESTIBULE ELEVATION
GROOMING ELEVATION0304SCALE: 1/4" = 1'-0"
13AMOP SINK ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
WATER SUPPLY LINE
SELF-SERVE
PET WASH
FLOOR FINISH, REFER TO
FINISH SCHEDULE.
5/8" THICK DENS-SHEILD (OR EQUAL)
COATED GLASS MAT BACKER BOARD
BEHIND CERAMIC TILE. CERAMIC WALL
TILE SET IN LATEX-PORTLAND CEMENT
MORTAR BOND COAT AND GROUT.
SCHLUTER TRIM @ TOP COURSE
20 GA. METAL STUD
FRAMING AT 16" O.C. TO
BOTTOM OF ROOF DECK.
DRYER HOSE FLANGE
SUPPLIED BY AND
INSTALLED BY GC. SEAL
PERIMETER
PET WASH TUB SUPPLIED BY PET
SUPPLIES PLUS. G.C. TO LEVEL TUB
AND ANCHOR TO FLOOR SLAB WITH
STAINLESS STEEL EXPANSION
ANCHORS. TYP.
0'-0"
+7'-2" AFF
TOP OF
CERAMIC TILE
5/8" THICK MOISTURE RESISTANT GYPSUM
BOARD ON PET WASH SIDE, PAINT.
(REFER TO ELEV.)
DRYER HOSE
REFER TO PLUMBING
DRAWINGS FOR TRENCH
DRAIN DETAILS. SET TOP
OF TRENCH DRAIN
TROUGH 1/4" BELOW
EXIST SLAB ELEV.
EXISTING
ROOF DECK
15/A8.0
± 18'-0"
VERIFY
ROOF DECK
(REFER TO ELEV.)
1/2" WATER SUPPLY
LINE. REFER TO
ELEVATIONS FOR
ROUGH-IN LOCATION.
TYPICAL FOR EACH
SELF-SERVE PET
WASH TUB.
SOUND
ATTENUATING
BATTS FULL HEIGHT
℄
℄
FINISH FLOOR
B-AIR DRYER, BEAR POWER
DRYER II, MODEL # BPD-2. DRYER
SUPPLIED BY PSP INSTALLED BY
G.C. MECHANICALLY FASTEN
DRYER FEET TO SHELF.
CONCEALED FIRE
RETARDANT 2x10
WOOD BLOCKING IN
WALL FOR DRYER
ATTACHMENT
24"X18" WHITE MELAMINE
SHELF W/ A PAIR OF
10"X8" BRACKETS
MECHANICALLY
FASTENED TO STUDS.
SCHEDULE 40 PIPE
STUBBED OUT OF WALL
FOR POWER DRYER
HOSE CONNECTION.
PROVIDE PIPE SUPPORT.
TYPICAL FOR EACH TUB.
1-1/2" PVC PIPE ADAPTER STUBBED
OUT OF WALL FOR PSP PROVIDED
DRYER HOSE FLANGE CONNECTION.
REFER TO ELEVATIONS FOR
ROUGH-IN LOCATION. TYPICAL FOR
EACH TUB.
4'-0"
3/4"
5/8" GYP. BD. OVER
WATER PROOF
MEMBRANE
WOOD CAP
SALES
AREA
5/8" THICK
DENS-SHIELD (OR
EQUAL) COATED
GLASS MAT BACKER
BOARD BEHIND
CERAMIC TILE
5/8" GYP. BD.
PAINTED
5/8" GYP. BD. OVER
WATER PROOF
MEMBRANE
6"
NOTE: ALL PLUMBING TO BE
CONCEALED IN WALL. NO
EXPOSED PLUMBING IN PET
WASH AREA IS PERMITTED.
S-1
10'-0" AFF
ACOUSTIC CEILING TILE
CONCRETE &
FLOOR FINISH TO
SLOPE 1/4" PER FT.
11"
TRENCH DRAIN, ZURN Z883
OR APPROVED EQUAL
C
L.
3 1/2" X 3 1/2" STEEL TUBE. WELD
TO 3 1/2"X3 1/2"X1/4" CLIP-ANGLE
WITH CONTINUOUS WELD AT
PERIMETER.
5/8" GYP. BOARD.
CAULK, TYP.
GLASS AND ALUMINUM
STOREFRONT SYSTEM
VINYL CORNER
GUARD
5/8" GYP BOARD
PROVIDE BLOCKING AS REQUIRED.
NEW TEMPERED GLASS
AND ALUMINUM
VESTIBULE FINISH TO
MATCH EXISTING
STOREFRONT GLAZING.
+11'-0" AFF
ACOUSTIC TILE
CEILING
5/8" GYPSUM BOARD
OVER 3 5/8" x 20 GA.
METAL STUD FRAMING
TO STRUCTURE
ABOVE. PAINT
+10'-8" AFF
T.O. GLAZING
3 5/8" x 20 GA.
DIAGONAL
BRACING @ 32"
O.C. TO
STRUCTURE
ABOVE.
+
+
+
+
+ +
+ +
ACOUSTIC TILE
CEILING AND GRID
(2) 6" x 18 GA.
METAL STUD
HEADER
(MATCH
STOREFRONT
HEIGHT)
ACT-1
5/8" THICK GYPSUM WALL
BOARD TO 6" ABOVE FINISHED
CEILING
6"
BRACE WALL BACK TO
STRUCTURE WITH 3 5/8" X 20
GA. METAL STUDS @ 48" O.C. IN
ALTERNATING DIRECTIONS.
4
5
METAL STUD FRAMING PER
SCHEDULE
SHOT PINS AT 12"OC WITH 1/4"
HILTI FASTENERS ICBO #2388
FLOOR SLAB
1/4"
4'-0" AFF
5 5/8"
PET WASH
WOOD CAP
S-1
P-1
SALES
5/8" THICK
DENS-SHIELD (OR
EQUAL) COATED
GLASS MAT BACKER
BOARD BEHIND
CERAMIC TILE
CT-1
SEALANT
SEALANT
3/4"
1 1/2"
1/4"
WOOD CAP AND
TRIM.
LAMINATE
OVER 3/4" BOARD
WAINSCOT.
4'-0" AFF
L-1
S-17 7/8"
TRIM.S-1
GROOMING
GROOMING
VESTIBULE
SEALANT
S-1
SEALANT
3/4
"
1 1
/2
"
1/4"
WOOD CAP AND
TRIM.
LAMINATE
OVER 3/4" BOARD
WAINSCOT.
4'-0" AFF
L-1
S-16 5/8"
TRIM.S-1
SALES
GROOMINGP-1
SEALANT
SEALANT
WALL CONSTRUCTION
PER SCHEDULE.
3/4"
1 1/2"
1/4"
SEALANT
WOOD CAP AND
TRIM.
LAMINATE
OVER 3/4" BOARD
WAINSCOT.
4'-0" AFF
L-1
S-1
SEALANT
DA
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SP
- F
ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
7.0.dw
g
June 25, 2015 - sking
A7.0
WA
LL S
EC
TIO
NS
SBE SBE
SCALE: 3/4" = 1'-0"
01WALL SECTION
02WALL SECTION
SCALE: 1/2" = 1'-0"
03 WALL SECTION
SCALE: 1/2" = 1'-0"
04
SCALE: N.T.S.
VESTIBULE POST
DETAIL
05 WALL DETAIL
SCALE: 1 1/2" = 1'-0"
06 WALL DETAIL
SCALE: 1 1/2" = 1'-0"
07 WALL DETAIL
SCALE: 1 1/2" = 1'-0"
08 WALL DETAILSCALE: 1 1/2" = 1'-0"
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
3/4" FIRE RETARDANT
TREATED PLYWOOD TO 8'-0"
AFF SCREW TO WALL
FRAMING, REFER TO
SCHEDULE FOR PAINT FINISH.
GYPSUM BOARD OVER METAL
STUD FRAME WALL. REFER
TO WALL LEGEND. REFER TO
SCHEDULE FOR PAINT FINISH.
FIRE RETARDANT 2X4 AT
BASE OF WALL
PROVIDE CLEAR SEALANT
6" AIR SPACE
SLOPE
12"
28"
4"CONCRETE SLAB W/#4 @ 9"
O.C. EACH WAY BOTTOM ON 1
5/16" x 26 GA. CENTERING
5'-0"
2"
3'-6
" M
IN
IM
UM
3" C
LE
AR
T
YP
.
1/2" EXPANSION
JOINT MATERIAL
SIDEWALK
NOTE: EXISTING PAVEMENT
SAW-CUT TO ALLOW FOR
NEW FROST SLAB. PROVIDE
EXPANSION JOINT
MATERIAL.
#4 @ 12" O.C.
THREE SIDES
(2)-#5 CONT.
BOT.
10"
#4x3'-6" @ 12' O.C.
EMBEDD BAR 6" INTO
EXISTING SLAB. USE
HILTI HVA ADHESIVE
GROUT SOLID
EXISTING SLAB
8"
EXISTING
CONCRETE
SIDEWALKS
3'-6
" M
IN
IM
UM
EXISTING
SLAB
#4 X 18" @ 12" O/C 6"
EMBEDD TO EXISTING
SLAB HILTI HVA
ADHESIVE
5'-0"
DOWN
SLOPE
DOWN
OR
L
OC
AL
F
RO
ST
L
IN
E
OR
L
OC
AL
F
RO
ST
L
IN
E
- OR -
SHEETROCK ZINC
CONTROL JOINT NO. 093
BOTH SIDES.
5/8" FIRECODE TYPE 'X'
GYPSUM PANEL
5/8" FIRECODE
TYPE 'X' GYPSUM
PANEL
NOTE:
MAX. SPACING TO BE 30'-0"
ADHERE TO MANUF.
WRITTEN ATTACHMENT
REQUIREMENTS
5/8" FIRECODE
TYPE 'X' GYPSUM
PANEL
5/8"
3-1/8"
1/2"
MAX.
NOTE:
MAX. SPACING TO BE 30'-0" ADHERE
TO MANUFACTURER'S WRITTEN
ATTACHMENT REQUIREMENTS.
5/8"GYPSUM PANEL
SHEETROCK ZINC
CONTROL JOINT NO. 093
BOTH SIDES.
5/8" GYPSUM PANEL
5/8" GYPSUM PANEL
1/2" MAX.
5'-0"
4" DIAMETER STEEL PIPE,
CONCRETE FILLED WITH
CAP TOP. WELD TO BASE
PLATE WITH CONT. WELD
AT PERIMETER OF PIPE.
PAINT "SAFETY YELLOW"
PLASTIC CAPPLASTIC CAP
BOLLARD SET
IN NEW
CONCRETE
BOLLARD SET
IN EXISTING
SLAB
4" DIAMETER STEEL
PIPE, CONCRETE
FILLED WITH CAP
TOP. SET IN
CONCRETE
FOOTING 2'-0" DEEP
WITH 2" MIN.
AROUND PIPE.
PAINT "SAFETY
YELLOW"
CONCRETE
FOOTING FOR
BOLLARD
2'-0"
FR
OS
T P
ER
A
GE
NC
Y
HA
VIN
G JU
RIS
DIC
TIO
N
6" M
IN
.
2"Ø STEEL RAIL
WITH CHROME
FINISH. McCUE
CARTSTOP GR
MCCUE
CARTSTOP SP
#602
5'-0"
6'-2"
6'-0" CLEAR
BTWN. ESCUTCHEONSEQ.EQ.
1'-0"
6"
EQ.
EQ.
2 3/8"Ø STEEL POST
WITH CHROME FINISH.
2"Ø STEEL RAIL
WITH CHROME
FINISH. McCUE
CARTSTOP GR
20"
40"
3'-6 1/2"
SECURE TO SLAB
WITH 5/8"X3 1/2"
EXPANSION
ANCHORS
1. CHARACTERS SHALL BE RAISED 1/32 IN. MINIMUM ABOVE THEIR
BACKGROUND.
2. CHARACTERS SHALL BE UPPERCASE AND SANS SERIF.
3. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE.
4. RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. HIGH, BUT NO
HIGHER THAN 2 IN.
5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT
VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM.
6. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE
FINISH.
7. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND.
8. SIGNS SHALL BE MOUNTED TO THE LATCH SIDE OF THE DOOR AND
HAVE A MOUNTING HEIGHT OF 60 IN. ABOVE THE FINISH FLOOR TO
THE CENTERLINE OF THE SIGN.
SIGNS SHALL CONFORM WITH APPLICABLE
CODES
EXIT
5'-0" A
FF
(T
YP
.)
TACTILE SIGNAGE
6"
MIN
. H
T.
WOMENMEN
WRAP WATERPROOF MEMBRANE UP
WALL MIN. 12" BEHIND NEW 6" HIGH
COVED QUARRY TILE BASE
5/8" THICK MOISTURE RESISTANT
GYPSUM BOARD
FRP PANEL AT GROOMING BATHING
ROOM. FRP PANEL TO END AT
CERAMIC BASE.
TERMINATE FRP INTO J-CHANNEL.
SLIP RESISTANT FLOOR FINISH AS
SCHEDULED SET IN LATEX-PORTLAND
CEMENT MORTAR
SCHLUTER-KERDI WATERPROOF MEMBRANE SET
IN COMPATIBLE ADHESIVE. WRAP WATERPROOF
MEMBRANE UP WALL MIN. 12" BEHIND NEW 6"
HIGH COVED QUARRY TILE BASE
NEW CONCRETE FLOOR SLAB
1/2" STEEL BASE
PLATE.
4" DIAMETER STEEL
PIPE CAP TOP. WELD
TO BASE PLATE WITH
CONT. WELD AT
PERIMETER OF PIPE.
MOUNT 2" OUT FROM
FACE OF DOOR
GUIDE RAIL.
3/4" ANCHOR BOLT
DRILL AND GROUT
INTO FLOOR SLAB
WITH NON-SHRINK
GROUT.
1'-0"
OVERHEAD
DOOR
6"
EXTERIOR INTERIOR
2"
8"8"
2" MIN.
4" DIAMETER STEEL PIPE WITH
CONCRETE INFILL. PROVIDE
PLASTIC CAP AT TOP. SET IN
CONCRETE FOOTING 2'-0" DEEP OR
BELOW FROST DEPTH WITH 2" MIN.
AROUND PIPE. PAINT "SAFETY
YELLOW"
METAL STUD WALL
5/8" GYPSUM BOARD
2 1/2" VINYL WALL CORNER
GUARD, CG-1, TO 4'-0" AFF.
MOUNT BOTTOM OF CORNER
GUARD AT TOP OF VINYL
BASE. COLOR TO MATCH
ADJACENT WALL.
CLEAR SILICONE SEALANT
SECURE CORNER GUARD
TO WALL FRAMING WITH
FOAM TAPE
NOTE:
CORNER GUARD COLOR TO MATCH ADJACENT
PAINT COLORS (P-1 OR P-2). REFER TO FINISH
SCHEDULE FOR WALL COLOR SPECIFICATIONS.
G.C. TO COORDINATE.
EASED FINISH EDGE
FLOOR FINISH. REFER
TO FINISH SCHEDULE.
SMOOTH TRANSITION
RECESSED
WALK-OFF MAT
ALUMINUM TRANSITION, 626
FINISH. SET IN FULL BED OF
CONSTRUCTION ADHESIVE
3/8"
7/16"
PATCH FLOOR SLAB w/ NEW
CONCRETE w/
3
8
" DEPRESSION
FLOOR FINISH. REFER
TO FINISH SCHEDULE.
SMOOTH TRANSITION
GROUT.FLUSH FINISH BETWEEN
EPOXY FLOOR FINISH
AND FILE FLOOR FINISH
NEW SLOPED CONCRETE
INFILL
TILE AS SCHEDULED
THINSET MORTER
BED
WRAP WATERPROOF MEMBRANE UP
WALL MIN. 12" BEHIND NEW 6" HIGH
COVED QUARRY TILE BASE
5/8" THICK MOISTURE RESISTANT
GYPSUM BOARD
CERAMIC TILE AT SELF-SERVE PET WASH
SCHEDULED GROUT
SCHLUTER-KERDI WATERPROOF MEMBRANE SET
IN COMPATIBLE ADHESIVE. WRAP WATERPROOF
MEMBRANE UP WALL MIN. 12" BEHIND NEW 6"
HIGH COVED QUARRY TILE BASE
SLIP RESISTANT FLOOR FINISH AS
SCHEDULED SET IN LATEX-PORTLAND
CEMENT MORTAR
NEW CONCRETE FLOOR SLAB
PLUMBING TRENCH
#4x1'-0" INTO EXISTING SLAB @
12" O.C. DRILL & EPOXY DOWEL
W/ HILTI HIT-HY 150 MAX
X X X X X X X X X X X X X
4" MIN. THICK CONCRETE
INFILL WITH
6X6-W2.1XW2.1 WWF
COMPACTED
GRANULAR
SUB-BASE
6"
EMBED.
TYP.
MOISTURE RESISTANT GYPSUM
BOARD LOCATED BEHIND FRP PANELS
ONLY.
FRP PANEL(S) BEHIND FISH AND
ANIMAL UNITS.
TERMINATE FRP PANEL(S) INTO PVC
EDGE TRIM MOLDING WITH SEALANT
AS RECOMMENDED BY FRP
MANUFACTURER. EDGE TRIM
MOLDING COLOR TO MATCH FRP.
FLOOR SLAB
URETHANE SEALANT
VB-1 WALL BASE
ADHESIVE
URETHANE SEALANT
CLOSED CELL BACKER ROD
FISH/ANIMAL UNITS
SALES FLOOR
BASEMENT BELOW
DA
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- F
ort M
itchell, K
Y (E
ngelke)\C
AD
\2015.041_A
8.0.dw
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June 25, 2015 - sking
A8.0
DE
TA
ILS
SBE SBE
TYPICAL FLOOR PATCH DETAIL01
SCALE: 1 1/2" = 1'-0"
02FROST SLAB DETAIL
SCALE: 1/2" = 1'-0"
03
SCALE:
07
INTERIOR BOLLARD
SECTION
SCALE: 1" = 1'-0"
11 CHROME RAIL PLAN
SCALE: 1/4" = 1'-0"
12 CHROME RAIL SECTION
SCALE 1" = 1'-0"
04
STOCK ROOM BASE
DETAIL
SCALE: 3" = 1'-0"
05
GYPSUM BOARD CONTROL
JOINT
SCALE: 3" = 1'-0"
06
CONTROL JOINT FOR ONE-HOUR
RATED PARTITION
08
SCALE: 1" = 1'-0"
BOLLARD SECTION
16
SCALE: 6" = 1'-0"
10 CORNER GUARD DETAIL SCALE: N.T.S.
09 TACTILE SIGNAGE DETAIL
SCALE: 6" = 1'-0"
13 WALK OFF MAT DETAIL
SCALE: 3" = 1'-0"
BASE DETAIL
SCALE: 6" = 1'-0"
14 FLOOR TRANSITION
SCALE: 1 1/2" = 1'-0"
15
SCALE: 3" = 1'-0"
BASE DETAIL17
SCALE: 3" = 1'-0"
BASE DETAIL
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
NOT USED
11"
3/8"
8'-0 1/4"
(SLOPED AREA)
EXTEND WATERPROOF
MEMBRANE INTO DRAIN TROUGH
SCHEDULED
FLOOR
FINISH
EXISTING SLAB
EXISTING SLAB
CONCRETE & FLOOR
FINISH TO SLOPE
1/4" PER FT.
C
L.
C
L.
TRENCH DRAIN, ZURN Z883 OR APPROVED EQUAL
. SCHLUTER TRIM TO BE PROVIDED AROUND FLOOR
SINK. REFER TO PLUMBING FOR DETAILS.
NOTE: G.C. TO USE MUD-SET TO CREATE SLOPE TO TRENCH.
SLOPE ENTIRE FLOOR AND PROVIDE THE MINIMUM 1/4" SLOPE
OF FLOOR. COORDINATE TRANSITION AT DOOR.
DOWEL & EPOXY #4
DOWELS 1'-0" LG @ 12"
O.C. WITH HILTI HY-150
MAX INTO EXISTING
CONCRETE SLAB (6"
EMBED MIN.)
DOWEL & EPOXY #4 DOWELS
1'-0" LG @ 12" O.C. WITH HILTI
HY-150 MAX INTO EXISTING
CONCRETE SLAB (6" EMBED
MIN.)
NEW 6" COMPACTED
LIMESTONE AGGREGATE
BASE UNDER NEW PORTION
OF SLAB.
SET TOP OF TRENCH DRAIN
TROUGH 3/8" BELOW EXIST
SLAB ELEV.
NOTE: G.C. TO SLOPE FLOOR TO TRENCH DRAIN.
COORDINATE TRANSITION AT DOOR AND SLOPE AT THE
CORNERS OF ROOM AS REQUIRED.
3 1/2" X 3 1/2" STEEL TUBE. WELD TO
12"x3 1/2"x1/4" STEEL PLATE WITH
CONTINUOUS WELD AT PERIMETER.
SE
E P
LA
N
3/4" WOOD CAP ABOVE
PROVIDE SCHLUTER TRIM ON PET
WASH SIDE WHERE TILE IS TO BE
INSTALLED PER FINISH SCHEDULE.
TYP. BOTH SIDES OF DOOR.
2 X BLOCKING
WALL FINISH. REFER TO
SHEET A1.0.
1/2"
1/4"
TY
P.
WOOD DOOR
JAMB TYP.
S-1
1/4" RADIUS WOOD CAP EDGE
2 1/2" LONG x 1/2"
DIA. EXPANSION
BOLT. TYP. OF 4.
3 1/2" X 3 1/2" STEEL TUBE.
WELD TO 12"x3 1/2"x1/4"
STEEL PLATE WITH
CONTINUOUS WELD AT
PERIMETER.
FASTEN STUD TO
EACH SIDE OF POST,
SECURE TOP TRACK
04/A8.1
SE
E P
LA
N
REFER TO WALL
LEGEND FOR WALL
CONSTRUCTION TYPE.
DRILL 2 - 1" DIA. HOLES
THRU TUBE STEEL FOR
ELECTRICAL CONDUIT
1'-4"
8"
3'-4"
FLOOR FINISH
SUPPORT LEGS:
WHITE MELAMINE
1 1/2" X 1 1/2" CLEAT AT
BOTTOM FOR
ANCHORAGE.
SEE PLAN DETAIL.
5/8" GYPSUM BOARD
OVER EACH SIDE OF 3
5/8"x20 GA METAL
STUD FRAMING AT 16"
O.C.
2'-10"
4" VINYL BASE
4" VINYL BASE
LAMINATE OVER 3/4" x 2"
BOARD BACKSPLASH.
LAMINATE OVER 3/4" x 2" BOARD
COUNTERTOP WITH 1 1/2" SOLID
EDGE. REFER TO FLOOR PLAN FOR
DEPTH OF COUNTERTOP.
GYPSUM BOARD, PAINT PER
FINISH SCHEDULE
1"
1'-11"
L-1
WOOD CLEAT
AT WALL
L-1
3/4" MELAMINE
SHELVES
VB-1
VB-1
McCUE CARTSTOP-SP
FLOOR MOUNTED
CART RAIL. INSTALL
STAINLESS STEEL
SLEEVE PROVIDED BY
MANUFACTURER IN
FLOOR SLAB TO
RECEIVE BUMPER.
2"
EXISTING
STOREFRONT
WINDOW
INTERIOR
EXTERIOR
1'-9
"
2'-10
"
2" EMT POWER POLE TO BE
SUPPLIED AND INSTALLED BY E.C.
EXTEND UP TO UNDERSIDE OF
STRUCTURE. BRACE AS
REQUIRED PER SITE SPECIFIC
CONDITIONS.
G.C. TO PROVIDE FIRE
RETARDANT TREATED
WOOD CLEAT SECURED TO
FLOOR SLAB
POWER AND DATA OUTLETS SURFACE
MOUNTED TO CABINET INTERIOR.
REFER TO ELECTRICAL
3'-9 3/4"
3"
1'-2"
SECURE TO SIDE
OF CASH WRAP
3'-11 3/4"
5'-11"
2'-0"
2'-0 3/4"
3'-11"
2'-0"
SCANNER
8"7"8 1/2"
2 1/4"
CLEAR COAT STEEL TOP
.3mm MAPLE EDGEBAND, TYP.
(2) GROMMETS
1.5" DIA. HOLE FOR MONITOR
1.5" DIA. HOLE
FOR MONITOR
1.5" DIA. HOLE
FOR CREDIT CARD
MACHINE
1'-9 3/8"
9"
2'-0 1/2"
11 5/8"
1 1/2"
1'-8"
3 1/4"
1'-11"
3/4"
2 1/4"
2-13/32" DIA. HOLE FOR POWER POLE
11
A8.1
14
/A
8.1
10
A8.1
13
A8.1
12
A8.1
BRUSHED STAINLESS
ALUM. PLAM BASE
BUMPER GUARD, TYP.
CLEAR MAPLE PLAM
EXTERIOR, TYP.
CLEAR PLASTIC GUARD, TYP.
2'-10"
BRUSHED STAINLESS
ALUM. PLAM BASE
BUMPER GUARD, TYP.
CLEAR MAPLE PLAM
EXTERIOR, TYP.
CLEAR PLASTIC GUARD, TYP.
2'-10"
2'-1
0"
BRUSHED STAINLESS
ALUM. PLAM BASE
MDF SOLIDZ PLAM
INTERIOR, TYP.
CLEAR MAPLE PLAM
EXTERIOR, TYP.
BUMPER GUARD, TYP.
BRUSHED STAINLESS
ALUM. PLAM BASE
MDF SOLIDZ PLAM
INTERIOR, TYP.
CLEAR MAPLE PLAM
EXTERIOR, TYP.
BUMPER GUARD, TYP.
2'-1
0"
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A8.1
DE
TA
ILS
SBE SBE
03 STEEL PIPE BRACE & GATE DETAIL
SCALE: 3" = 1'-0"
02 STEEL PIPE BRACE DETAIL
SCALE: 3" = 1'-0"
04
STEEL PIPE BRACE
ELEVATION
SCALE: 1" = 1'-0"
SECTION
05
SCALE: 1" = 1'-0"
06
SCALE:
07 FLOOR SINK DETAIL
SCALE: 1 1/2" = 1'-0"
08 CART STOP DETAIL
SCALE: 3" = 1'-0"
09
SCALE: 1/2" = 1'-0"
14CASH WRAP SECTION
SCALE: 1" = 1'-0"
09
CASH WRAP ENLARGED
PLAN
SCALE: 1" = 1'-0"
10 CASH WRAP ELEVATION11 CASH WRAP ELEVATION
SCALE: 1" = 1'-0"
12 CASH WRAP ELEVATION
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
13 CASH WRAP ELEVATION
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
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HW
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FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
NOT USED
NOT USED
COMPACTED SUB-GRADE
6" LIMESTONE AGGREGATE
BASE
8" REINFORCED CONCRETE
PAVEMENT WITH 6x6-W2.9xW2.9WWF
(CENTERED)
LIGHT BROOM FINISH SURFACE
1/4" DIA. STEEL BRACKET
1" U-EDGE, WELD TO RAIL
FRAME
METAL GRATE
STEEL CHANNEL AS REQ'D.
1-1/2" DIA. STEEL TUBE HANDRAIL
STEEL CHANNEL STRINGER
(BEYOND)
2'-10"
3'-6"
1/2"
4"
2'-10"1'-11"
1-1/2" STEELTUBES, (TOP & VERTICAL RAILS)
RECESSED POST TYP.
3'-0" x 5'-0" x 12" THICK
CONCRETE PAD. PROVIDE
FLUSH TRANSITION WITH
ADJACENT PAVEMENT.
BASE PLATE AS REQ'D.
1'-0"
7 1/2"±
TY
P.
12" TYP.
1"
TYP.
12" DIA. SONOTUBE (OR
SIMILAR) CONCRETE PIER TO
30" MINIMUM BELOW GRADE.
1-1/2" DIA. STEEL TUBE HANDRAIL
1/2" X 1/2" PICKETS @4" O.C. (TYPICAL)
1-1/2" STEELTUBES, (TOP & VERTICAL RAILS)
3'-6"
METAL
GRATE
STEEL CHANNEL
AS REQ'D.
STEEL CHANNEL
STRINGER (BEYOND)
1/4" DIA.
STEEL BRACKET
1-1/2" DIA. STEEL TUBE HANDRAIL
INSTALL PER MANUFACTURER
RECOMMENDATIONS
4"
2'-1
0"
1'-0"
NOTE:
1. PAINT ALL STEEL (TYP.)
2. GRIND ALL WELDS SMOOTH
1/4" DIA. STEEL BRACKET
1" U-EDGE, WELD TO RAIL FRAME
METAL GRATE
STEEL CHANNEL AS REQ'D.
NOTE:
1. PAINT ALL STEEL (TYP.)
2. GRIND ALL WELDS SMOOTH
BASE PLATE AS REQ'D.
12" DIA. SONOTUBE (OR
SIMILAR) CONCRETE PIER TO
30" MINIMUM BELOW GRADE.
1-1/2" DIA. STEEL TUBE HANDRAIL
1/2" X 1/2" PICKETS @4" O.C. (TYPICAL)
1-1/2" STEELTUBES, (TOP & VERTICAL RAILS)
STEEL CHANNEL STRINGER (BEYOND)
RECESSED POST TYP.
3'-0" x 5'-0" x 12" THICK CONCRETE
PAD. PROVIDE FLUSH TRANSITION
WITH ADJACENT PAVEMENT.
FE
NEW METAL GRATE STAIR.
INSTALL PER MANUFACTURES
RECOMMENDATIONS
5'-0
"
4'-1" +/-
3'-0" x 5'-0" x 12" DEEP
CONCRETE PAD. PROVIDE
FLUSH TRANSITION WITH
ADJACENT PAVEMENT.
12" DIA. SONOTUBE (OR
SIMILAR) CONCRETE PIER TO
30" MINIMUM BELOW GRADE.
05
A8.2
9 RISERS @ 7 1/2" HIGH ± = 67 1/2" ± RISE
AND 8 TREADS @ 12" DEEP = 88" RUN
(TREADS HAVE 1" TOE KICK)
FIELD VERIFY ALL MEASUREMENTS
INSTALL PER MANUFACTURES
RECOMMENDATIONS
5'-0
"
NEW METAL GRATE STAIR. INSTALL PER
MANUFACTURES RECOMMENDATIONS
5'-0"
5'-6"
3 RISERS @ 7 1/2" HIGH ± = 22 1/2" ± RISE
AND 2 TREADS @ 12" DEEP = 22" RUN
(TREADS HAVE 1" TOE KICK)
FIELD VERIFY ALL MEASUREMENTS
INSTALL PER MANUFACTURES
RECOMMENDATIONS
3'-0" x 5'-0" x 12" DEEP CONCRETE PAD.
PROVIDE FLUSH TRANSITION WITH ADJACENT
PAVEMENT.
12" DIA. SONOTUBE (OR
SIMILAR) CONCRETE PIER TO
30" MINIMUM BELOW GRADE.
04
A8.2
03
A8.2
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\2015.041_A
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June 25, 2015 - sking
A8.2
DE
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ILS
SBE SBE
SCALE:
01
SCALE: 1" = 1'-0"
02CONCRETE PAD DETAIL
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
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HW
AY
FT
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CH
ELL, K
Y 41017
-
-
-
06.11.15
SCALE: 1/2" = 1'-0"
0304
SCALE: 1/2" = 1'-0"
05DOCK STAIR SECTION
STAIR SECTION STAIR SECTION
SCALE: 1/2" = 1'-0"
07DOCK STAIR PLAN
SCALE: 1/2" = 1'-0"
06STAIR PLAN
NOT USED
REMOVE MASONRY WALL 8"
MIN. BELOW FLOOR, PATCH
FLOOR. FORM CONCRETE
SILL AT OUTSIDE OF WALL.
STEEL DOOR & FRAME. SEE
DOOR SCHEDULE.
NEW MASONRY WALL OPENING.
TOOTH IN COURSING AT JAMBS.
ACTUAL JOINT LOCATION MAY
VARY FROM CONDITION SHOWN.
GROUTED OR SOLID
MASONRY BEARING
STEEL ANGLE LINTEL, MIN. 8"
BEARING AT EACH END.
8"
FORM AND POUR SILL SOLID
FILL EXISTING BLOCK CORE
WITH GROUT SOLID.
SET THRESHOLD IN FULL BED
OF NON-HARDENING SEALANT
ALUMINUM THRESHOLD
ADJUSTABLE SCREW
HOLDER
EXISTING SLAB-ON-GRADE.
SLOPE AWAY FROM
THRESHOLD
1/2" EXPANSION JOINT WITH
SEALANT AT FLOOR
3- #4 AT
OPENING
GROUT TO
MASONRY
INTERIOR
EXTERIOR OF DOOR FRAME
HOLLOW METAL FRAME. FILL
SOLID WITH MOTAR AND
PROVIDE FOAM INSERT FOR
THE INSTALLATION OF
WEATHERSTRIPPING.
SEALANT AT PERIMETER BOTH
SIDES
MASONRY STRAP ANCHOR.
MIN. 3 PER JAMB.
THROUGH THE WALL
FLASHING. EXTEND
OVER LINTEL.
GALVANIZED STEEL ANGLE
LINTEL. PAINT TO MATCH
EXTERIOR BLOCK COLOR.
INFILL WITH SOLID
MASONRY ABOVE LINTEL
NEW HOLLOW METAL
DOOR AND FRAME PAINT
FINISH
SEALANT AT BOTH SIDES
MASONRY WALL
WEEP HOLE AT 16" O.C.
120 VAC. 50/60 HZ.
15/20A. BY ELEC. CONTR.
* ELECTRICAL SERVICE
TO JUNCTION BOX.
MOTION SENSOR
"T" "T"
"T" "T"
T = INDICATES
TEMPERED SAFETY
GLASS
"T"
"T"
"T"
"T"
EXTERIOR ELEVATION
DOOR NOS. 2 AND 3
STANLEY
DURA-GLIDE 2000
"T" "T"
"T" "T"
120 VAC, 50/60 HZ.
15/20 A. BY E.C. TO
J-BOX
EXTERIOR ELEVATION
DOOR NO. 1
STANLEY
DURA-GLIDE 2000
NOTE:
PACKAGE INCLUDES: THRESHOLD, 2-POINT LOCKING SYSTEM, ROTARY CONTROL SWITCH,
WATCHDOG LED, SAFETY SENSORS.
NET CLEAR (EGRESS DOOR OPENINGS FOR DOORS IN THE OPEN POSITION IS 60"
STANDARD FINISH:
MATCH EXISTING EXTERIOR STOREFRONT FINISH.
MOTION
SENSOR
EXTERIOR
INTERIOR
7'-8
"
DO
OR
H
EIG
HT
GROUT BLOCK CORES SOLID
AT NEW BEAM BEARING
INSULATED
SECTIONAL
OVERHEAD
DOOR
SECTIONAL DOOR TRACK
ANCHOR TRACK, BRACKET TO
CONCRETE
STRUCTURAL STEEL: (W SHAPES) ASTM A992 (FY = 50KSI)
HOT DIP GALVANIZE AFTER FABRICATION THE FOLLOWING
STEEL MEMBERS:
1. SHELF ANGLES SUPPORTING MASONRY
2. LINTELS SUPPORTING MASONRY
ALL LINTELS SHALL HAVE A BEARING AT EACH END OF 1 INCH
PER FT. OF OPENING WITH A MINIMUM OF 6".
ALL LINTELS SHALLBEAR ON 16" SOLID MASONRY EXTENDING
16" BEYOND END OF LINTEL.
ALL LINTELS ON THE BUILDING EXTERIOR SHALL BE
GALVANIZED.
ALL CORES WITH REINFORCEMETNT SHALL BE FILLED SOLID
WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED IN
PLACE BY VIBRATION TO INSURE COMPLETE FILLING OF
CELLS.
PROVIDE A MINIMUM
OF 18" CLEAR
VERTICAL LIFT ABOVE
DOOR OPENING
DOOR INSTALLER SHALL PROVIDE
SUPPLEMENTAL FRAMING AND
HARDWARE REQUIRED FOR
INSTALLATION OF DOOR TRACK
DOOR TRACK SUSPENDED FROM
ROOF STRUCTURE
EXISITNG MASONRY WALL
W8x24 GALVANIZED STEEL
BEAM AND 5/16"x11" PLATE.
WELD TO BEAM. PAINT COLOR
TO MATCH EXISTING
THROUGH WALL FLASHING
AND WEEP HOLES @16" O.C.
INFILL WITH SOLID MASONRY
ABOVE LINTEL, ADJUSTABLE
MASONRY ANCHORS AT
EACH SIDE @ 2'-0" O.C.
PAINT LINTEL AND HEADER
PLATE MASONRY WALL AT NEW
CONSTRUCTION, COLOR TO
MATCH EXISTING.
SAW-CUT EXISTING MASONRY
WALL FOR INSTALLATION OF
NEW OPENING
5/16" BENT STEEL PLATE. WRAP
MASONRY JAMB ATTACH TO
WALL WITH GALVANIZED
ANCHORS @ 2'-0" O.C. SET INTO
GROUTED CORES. PAINT
COLOR TO MATCH EXISTING
REMOVE MASONRY TO
BELOW GRADE OR FLOOR
AND POUR NEW SILL WITH
FINISH TO SHED WATER TO
THE EXTERIOR
EXISTING
PAVEMENT
EXSITING FOUNDATION WALL
EXISTING FLOOR SLAB
1/2" EXPANSION
JOINT MATERIAL
8'-0" AFF
HORIZONTAL
TRACK
45 DEG. LATERAL
BRACE REQUIRED
A
A
1 3
/4
"
5/8"
CO
OR
DIN
AT
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2"
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itchell, K
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\2015.041_A
9.0.dw
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June 25, 2015 - sking
A9.0
DO
OR
S
CH
ED
ULE
AN
D D
ET
AILS
SBE SBE
DOOR SCHEDULE
NO. DOOR FRAME HARDWARE NOTES
1
AUTOMATIC BI-PART SLIDING ENTRY DOOR WITH
TEMPERED GLASS (5'-0" x 7'-0")
ALUMINUM
REFER TO DRAWINGS, SEE SPECIFICATIONS AND
INFO. ON SHEET THIS SHEET
REFER TO DRAWING DETAILS AND NOTES ON THIS
SHEET
TYPE
A
2
AUTOMATIC SIDE SLIDING VESTIBULE DOOR WITH
TEMPERED GLASS (3'-6" x 7'-0")
ALUMINUM
REFER TO DRAWING DETAILS AND NOTES ON THIS
SHEET
B
3
AUTOMATIC SIDE SLIDING VESTIBULE DOOR WITH
TEMPERED GLASS (3'-6" x 7'-0")
ALUMINUMB
REFER TO DRAWING DETAILS AND NOTES ON THIS
SHEET
DOOR TYPE
C
DOOR TYPE
F
DOOR TYPE
G
DOOR TYPE
E
60"
ALARM
LOCK
3'-9 1/2"
GR
OO
MIN
G
RO
OM
LAMINATE
L-1 ALL
FACES
DOOR TYPE
D
DOOR TYPE
A
"T""T""T""T"
DOOR TYPE
B
"T""T"
"T""T"
DOOR TYPE
C1
DOOR TYPES
01
EXTERIOR DOOR
DETAIL
SCALE: 1/4" = 1'-0"
02 SECTION
SCALE: 1 1/2" = 1'-0"
03
SCALE: 1 1/2" = 1'-0"
SECTION
SCALE: 1 1/2" = 1'-0"
06 ENTRY DOORS 04 SECTION
SCALE: 1 1/2" = 1'-0"SCALE: 1/4" = 1'-0"
05
AUTOMATIC ENTRY
DOOR DETAIL
SCALE: 1" = 1'-0"
07 OVERHEAD DOOR SECTION
2"
REFER TO DRAWINGS, SEE SPECIFICATIONS AND
INFO. ON SHEET THIS SHEET
REFER TO DRAWINGS, SEE SPECIFICATIONS AND
INFO. ON SHEET THIS SHEET
BH, LSE, SL, THA, CLA,C1
HOLLOW METAL. PAINT
SEMI-GLOSS.
P-1
PR 4'-0" x 8'-0" H.M DOOR. PAINT
SEMI-GLOSS.
P-1
9
8'-0" x 8'-0" INSULATED OVERHEAD SECTIONAL
SERVICE DOOR
PROVIDED WITH DOOR
PAINT EXTERIOR SIDE OF DOOR & FRAME TO
MATCH EXISTING BUILDING STANDARD. PAD LOCK
TO BE PROVIDED. SEE LINTEL SCHED. ON SHT. C4.0.
D
METAL. PAINT INTERIOR
SEMI-GLOSS.
P-1
11
C13
DOOR TYPE
H
GENERAL NOTES
A. ALL DOOR HARDWARE SHALL ALLOW FREE ACCESS IN THE EGRESS DIRECTION
AT ALL TIMES.
B. ALL DOOR HARDWARE SHALL BE A.D.A. ACCESSIBLE. ALL DOORS SHALL COMPLY
WITH ICC/ANSI 404 AND SHALL HAVE LEVER OR EQUAL HARDWARE. ALL CLOSERS
MUST BE ADJUSTED TO REQUIRE NO MORE THAN 8.5 LBF FOR INTERIOR DOORS
AND 5.0 FOR EXTERIOR DOORS.
C. ALL DOORS TO BE PAINTED SEMI-GLOSS, COLOR P-1 UNLESS NOTED OTHERWISE.
D. CONTRACTOR SHALL COORDINATE ALL HARDWARE KEYING WITH THE OWNER
AND OBTAIN OWNERS APPROVAL PRIOR TO PLACING HARDWARE ORDER.
E. ALL PRIVACY AND STOREROOM LOCKSETS SHALL HAVE PASS-THRU TYPE LOCKS
OR EQUIVALENT ON THE ROOM SIDE (EGRESS OF THE DOOR.
08
SCALE: 1/4" = 1'-0"
TYPICAL H.M. DOOR HEAD AND
JAMB DETAIL
DOOR TYPE
J
43"
24"
8
PR. 3'-0" x 7'-0" SC DOUBLE ACTING IMPACT DOORS.
CHASE SC-3014 AL. COLOR: SILVER w/ 18"
TEARDROP BUMPER & 1/4"x5"x19" ACRYLIC
MIRRORED WINDOWS
K PROVIDED WITH DOORPROVIDED WITH DOOR
ONE WAY
GLAZING
VIEW
TOWARDS
SALES
FLOOR
24"
EQEQ11"
SAFETY
GLAZING
DOOR TYPE
K
SPRING
BUMPERS
43"
24"
4"
11"
43"
24"
4"
11"
4"
11"
3'-9 1/2"
SOLID CORE
FLUSH, STAIN
S-1 ALL FACES
1/2"
3'-0" x 7'-0" INSULATED H.M. EGRESS
DOOR PAINT SEMI-GLOSS.
BH, CLA, THA, WS, DS, AL, DV, WSTP
P-1
HOLLOW METAL. PAINT
SEMI-GLOSS.
P-1
1 2 35
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
T S
UP
PLIE
S P
LU
S
2180 D
IX
IE
H
IG
HW
AY
FT
. M
IT
CH
ELL, K
Y 41017
-
-
-
06.11.15
4
PR. 3'-0" x 7'-0" SC DOUBLE ACTING IMPACT DOORS.
CHASE SC-3014 AL. COLOR: SILVER
w/ 18" TEARDROP BUMPER & 1/4"x5"x19" ACRYLIC
MIRRORED WINDOWS
K PROVIDED WITH DOORPROVIDED WITH DOOR
C10
3'-0" x 7'-0" INSULATED H.M. EGRESS
DOOR PAINT INTERIOR SEMI-GLOSS.
BH, CLA, THA, WS, DS, AL, DV
PAINT EXTERIOR SIDE OF DOOR & FRAME TO
MATCH EXISTING BUILDING STANDARD. REFER TO
DRAWING DETAILS AND NOTES ON THIS SHEETSEE
LINTEL SCHEDULE ON SHEET C4.0.
P-1
HOLLOW METAL. PAINT
SEMI-GLOSS.
P-1
C112
EXISTING 3'-0" x 7'-0" H.M. EGRESS
DOOR PAINT INTERIOR SEMI-GLOSS.
EXISTING
PAINT DOOR & FRAME TO MATCH EXISTING
BUILDING STANDARD.
P-1
EXISTING HOLLOW
METAL. PAINT
SEMI-GLOSS.
P-1
DOOR HARDWARE SCHEDULE
AL ALARM LOCK DETEX V40-EB ALARMED EXIT DEVISE PANIC BAR FOR ALUM / GLASS STOREFRONT DOOR (DEVISE TO MATCH FRAME COLOR)
BH 1 1/2 PAIR BUTT HINGES HAGER SERIES 1279 PLAIN BEARING US26D FINISH.
CLA CLOSER LCN SMOOTHEE. SATIN ALUMINUM FINISH PARALLEL ARM CLOSER.
DS DOOR SWEEP MD INDUSTRIES BD006 A NEOPRENE. MOUNT TO DOOR BOTTOM.
DV DOOR VIEWER DOOR VIEWER IVES 622.
FSTP FLOOR STOP HAGAR 243F DOM STOP-HIGH.
HCP HANDICAP SIGNAGE ADA COMPLIANT HANDICAP RESTROOM SIGN, 3" LETTER HEIGHT, ACCESSIBILITY SYMBOL. MOUNT ON ADJACENT WALL LATCH SIDE OF
DOOR AT 60"AFF. REFER TO DETAIL 14/A7.0.
HSTP HINGE DOOR BUMPER HAGAR 212
LS PASSAGE LATCH LEVER HANDLE LATCHSET, BOTH SIDES ALWAYS UNLOCKED. SCHLAGE AL SERIES SATURN AL10S - 626 FINISH.
LSC CYLINDER LOCKING DEAD BOLT LOCK. KEYED EXTERIOR WITH INTERIOR THUMB TURN.
LSE ENTRANCE LOCKSET LEVER HANDLE LOCKSET, KEYED EXTERIOR ALWAYS UNLOCKED FROM INSIDE. SCHLAGE AL SERIES SATURN AL70PD - 626 FINISH.
LSP PRIVACY LOCKSET LEVER HANDLE LOCKSET WITH PUSH-BUTTON LOCKING. SCHLAGE AL SERIES SATURN AL40S - 626 FINISH.
PPB PUSH/PULL KAWNEER PUSH BAR & PULL HANDLE, C-09, 11. MATCH STOREFRONT FINISH.
SH SPRING HINGES HAGAR SERIES 1250 STEEL SPRING HINGE US26D FINISH.
SL SILENCER PADS CLEAR OR BLACK VINYL SILENCERS. FRICTION FIR INTO HOLES IN FRAME.
THA THRESHOLD ADA ALUMINUM SADDLE THRESHOLD.
THH THRESHOLD ADA ALUMINUM HALF SADDLE THRESHOLD.
WS WEATHERSTRIPPING MD INDUSTRIES WS001 A VINYL BULB WEATHER STRIP. MOUNT TO FRAME.
WSTP WALL STOP HAGAR 232W CONVEX WALL STOP. FASTEN TO CONCEALED WOOD BACKER.
LKPB PUSH BUTTON PUSH BUTTON LOCKSET WITH KEYED OVERRIDE. SUBMIT AVAILABLE LOCK TO PSP FOR APPROVAL. FINISH TO BE 626
COMBINATION
LOCK AND LEVER
COORDINATE AVAILABLE PUSH BUTTON LOCKSET WITH BASS LOCK THE PSP VENDOR
SWEEP GATE SWEEP PEMKO 36" DOOR BOTTOM WITH VINYL INSERT
3'-0" WIDE x 1 3/8" THICK SOLID FLUSH
SCREEN DOOR, STAIN
WOOD, STAIN LS, SH, SL, WSTPH
S-1
16
3'-0" WIDE x 1 3/8" THICK LAMINATE
SCREEN DOOR
WOOD, STAIN TO MATCH
LAMINATE
LS, SH, SL, WSTPG
L-1
L-1
17
18 J
LS, SH, SL, SWEEPH19
SH, LKPB, SL, WSTPF
HOLLOW METAL. PAINT
SEMI-GLOSS.
P-1
20
3'-0" x 7'-0" DOUBLE ACTING DOOR WITH HIGH
PRESSURE LAMINATE CHASE DOOR. COLOR: WHITE
PROVIDED WITH DOOR, WSTP
3'-0" x 7'-0" H.M DOOR. PAINT SEMI-GLOSS.P-1
S-1
PROVIDED WITH DOOR
3'-0" WIDE x 1 3/8" THICK SOLID FLUSH
SCREEN DOOR, STAIN
WOOD, STAIN
S-1
S-1
14
EXISTING 3'-0" x 7'-0" H.M. DOOR. PAINT
SEMI-GLOSS.
EXISTINGE
15E
P-1
EXISTING H. M.. PAINT
SEMI-GLOSS.
P-1
C15
EXISTING 3'-0" x 7'-0" INSULATED H.M. EGRESS
DOOR PAINT INTERIOR SEMI-GLOSS.
EXISTING
PAINT EXTERIOR SIDE OF DOOR & FRAME TO
MATCH EXISTING BUILDING STANDARD.
P-1
EXISTING HOLLOW
METAL. PAINT
SEMI-GLOSS.
P-1
EXISTING 10'-0" x 7'-4" +/- INSULATED OVERHEAD
SECTIONAL SERVICE DOOR
EXISTING
PAINT EXTERIOR SIDE OF DOOR & FRAME TO
MATCH EXISTING BUILDING STANDARD.
D
EXISTING METAL. PAINT
INTERIOR
SEMI-GLOSS.
P-16
C7
3'-0" x 7'-0" INSULATED H.M. EGRESS
DOOR PAINT INTERIOR SEMI-GLOSS.
BH, CLA, THA, WS, DS, AL, DV
PAINT EXTERIOR SIDE OF DOOR & FRAME TO
MATCH EXISTING BUILDING STANDARD. REFER TO
DRAWING DETAILS AND NOTES ON THIS SHEET.
SEE LINTEL SCHEDULE ON SHEET C4.0.
P-1
HOLLOW METAL. PAINT
SEMI-GLOSS.
P-1
"B" LABEL H.M. DOORS IN 45 MIN. H.M. FRAME.
"B" LABEL H.M. DOOR IN 45 MIN. H.M. FRAME,
EGRESS DOOR.
EXISTING 3'-0" x 7'-0" H.M. DOOR. PAINT
SEMI-GLOSS.
EXISTING, WSTP
P-1
EXISTING H. M.. PAINT
SEMI-GLOSS.
P-1
DA
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:\2015.041 P
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June 25, 2015 - sking
A9.1
FIN
IIS
H S
CH
ED
ULE
SBE SBE
FINISH SCHEDULE
ROOM FLOOR
WALLS
CEILINGBASE
ACT-1
ACT-2
SHEET ROCK LAY-IN CEILING TILE CLIMAPLUS VINYL, SQUARE
EDGE 24" X 48" X 1/2" CEILING TILE #3270, COLOR: WHITE (VINYL
FACE)
15/16" DONN DX GRID.
COLOR: WHITE.
MEDIUM TEXTURED PANEL, "F" FISSURED, 24" X 48" X 3/4" CEILING
TILE. SQUARE EDGE. COLOR: WHITE.
15/16" GRID.
COLOR: WHITE.
MEDIUM TEXTURED PANEL, FINE FISSURED #932, 24" X 48" X 5/8"
CEILING TILE. NON-DIRECTIONAL FISSURED SQUARE EDGE.
COLOR: WHITE.
ACOUSTICAL CEILING FINISH SCHEDULE
DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING
WORK BY GC AND OWNER'S VENDORS IS COMPLETE.
DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING
WORK BY GC AND OWNER'S VENDORS IS COMPLETE.
ITEM NO. GRID TILE MANUF. REMARKS
NOTES:
1. ALL PAINTING & SURFACE PREP. IS TO BE DONE BY PAINT CONTRACTOR.
2. ALL WALL SURFACES TO BE PAINTED AN EGGSHELL FINISH UNLESS NOTED OTHERWISE.
3. ALL WOOD TRIM TO BE STAINED S-1 WITH 3 COATS OF POLYURETHANE.
4. ALL METAL DOORS, FRAMES AND EXPOSED INTERIOR BUILDING COLUMNS TO BE PAINTED A SEMI-GLOSS FINISH.
5. ALL EXPOSED STRUCTURE, CONDUIT, PIPING HANGERS, DUCTWORK, ETC. SHALL BE PAINTED P-5; DRY FALL CEILING PAINT
6. SEMI-GLOSS PAINT.
7. FRP-1 TO BE INSTALLED ON THREE SIDES AROUND DRINKING FOUNTAIN ONLY TO 4'-0" A.F.F.
8. FRP-1 TO BE INSTALLED TO 8'-0" A.F.F
9. REFER TO ELEVATION FOR PAINT LOCATIONS.
10. HIGH GLOSS SEALER TO BE USED ON THE ISOLATION ROOM FLOOR.
11. EXISTING FINISHES TO REMAIN.
12. EXISTING FINISHES TO REMAIN. THIS AREA NOT IN CONTRACT (N.I.C.)
SOUTHEAST SOUTHWEST NORTHWEST NORTHEAST
REMARKS
VESTIBULE
SALES
OFFICE
GROOMING
HOLDING/BATHING
PUBLIC PET WASH
PRE-SALES
MEN'S
WOMEN'S
STOCK ROOM
FINISH LEGEND
SECTION ABBREVIATION PRODUCT MANUFACTURER MODEL NUMBER/COLOR REMARKS
WALLS P-5 B42W2 WHITE DRY FALL CEILING PAINTEGGSHELL, U.N.O.
FRP-1 MARLITE P-100 WHITE
CT-1
VB-1 ARMSTRONG INTEGRATED 76 DEEP BROWN
FT-2 MATS INC.
ULTRA ENTRY PVC GRID WITH NYLON
INSERTS (CHARCOAL).
FT-3 STAINED FLOORING
BASE
PROVIDE NON-SLIP SURFACE APPLICATION
AS DESIGNATED ON THE FLOOR PLAN.
COORDINATE TREATMENT APPLICATION
WITH MANUFACTURER. INSTALL PER
MANUFACTURES SPECIFICATIONS.
FLOOR
FT-1 CONCRETE WITH CLEAR SEALER
P-1 SHERWIN WILLIAMSEGGSHELL, U.N.O.
P-2 SHERWIN WILLIAMSEGGSHELL, U.N.O.
P-3SHERWIN WILLIAMS
EGGSHELL, U.N.O.
P-4EGGSHELL, U.N.O.
FIANDREORIGINS; ASPEN MATTE 12x12
SHERWIN WILLIAMS
TO MATCH BENJAMIN MOORE COLOR
OC-12 MUSLIN (PSP-01 MUSLIN)
TO MATCH BENJAMIN MOORE COLOR
539 SYCAMORE TREE (PSP-02 #539)
TO MATCH BENJAMIN MOORE COLOR
2091-10 TEA (PSP-03 TEA)
TO MATCH BENJAMIN MOORE COLOR
2058-40 COOL BLUE (PSP-04 COOL BLUE)
SHERWIN WILLIAMS
CR-1 IMPACT SPECIALTIES
SCR-50 - COLOR TO MATCH WALL
539 SYCAMORE TREE (PSP-02 #539) OR
OC-12 MUSLIN (PSP-01 MUSLIN)
CRASH RAIL COLOR TO MATCH ADJACENT
WALL. TO BE MOUNTED AT 0'-4" A.F.F.
CG-1 IMPACT SPECIALTIES
VA-N SERIES - COLOR TO MATCH WALL
539 SYCAMORE TREE (PSP-02 #539) OR
OC-12 MUSLIN (PSP-01 MUSLIN)
CORNER GUARD COLOR TO MATCH
ADJACENT WALL
4" HIGH VINYL COVED
6" HIGH VINYL COVED AT RESTROOMS
ARMSTRONG
USG
ARMSTRONG
USG
FT-2/FT-3 VB-1 P-1 P-1 P-1P-1 ACT-1
P-1 OPEN SEE NOTE 5 & 9FT-3 VB-1 P-2 P-1/FRP-2 P-1
FT-3 VB-1 P-1 P-1 P-1P-1 ACT-1
FT-3 VB-1 OPEN
ACT-2FRP-1/P-1 FRP-1/P-1VB-1/QB-1FT-3/QT-1
QT-1CT-1 CT-1/P-4 CT-1/P-4 CT-1/P-4
L-1 L-1/P-1 L-1/P-3 L-1/P-1
QB-1OPEN
P-1 ACT-1FT-1 VB-1 P-1 P-1 P-1
P-1FT-3 VB-1 P-1 P-1 P-1 EXISTING ACT SEE NOTE 6
P-1FT-3 VB-1 P-1 P-1 P-1 SEE NOTE 6
P-1VB-1 P-1 P-1 P-1 OPENFT-1
SEE NOTE 5 & 6
SEE NOTE 5
SEE NOTE 6 & 8
QB-1 METROPOLITAN CERAMICS
57X - STANDARD GRAY 8"W x 6"H QUARRY
TILE BASE
GROUT: LATACRETE - 500 SERIES SANDED
GROUT #34 SANDSTONE WITH LATACRETE
1776 GROUT ADMIX PLUS & AQUAMIX
GROUT SEALER. INSTALL PER TCA F122-2K
S-1 MINWAX 241 FRUITWOODSTAIN
L-1 WILSONART4841-60, DESERT ZEPHYR
LAMINATE
QT-1 METROPOLITAN CERAMICS
57X - STONE GRAY 8x8 SLIP RESISTANT
QUARRY TILE
GROUT: LATACRETE - 500 SERIES SANDED
GROUT #34 SANDSTONE WITH LATACRETE
1776 GROUT ADMIX PLUS & AQUAMIX
GROUT SEALER. INSTALL PER TCA F122-2K.
15/16" DONN DX GRID.
COLOR: WHITE.
15/16" GRID.
COLOR: WHITE.
SMOOTH TEXTURE PANEL, CLEAN ROOM VL #870, 24" X 48" X 5/8"
CEILING TILE. NON-DIRECTIONAL, SQUARE EDGE. COLOR: WHITE
(VINYL FACE)
-
HALLWAYP-1VB-1 P-1 P-1 P-1FT-3 ACT-1 SEE NOTE 7
DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING
WORK BY GC AND OWNER'S VENDORS IS COMPLETE.
DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING
WORK BY GC AND OWNER'S VENDORS IS COMPLETE.
FRP-2 MARLITE P-140 IVORY (FRP TRIM TO MATCH P-140
IVORY)
AMERIPOLISH SURELOCK DYE /
(STAIN) SYSTEM. COLOR: SAND
GROUT: LATACRETE - 500 SERIES SANDED
GROUT #34 SANDSTONE WITH LATACRETE
1776 GROUT ADMIX PLUS & AQUAMIX
GROUT SEALER. INSTALL PER TCA F122-2K.
1 2 35
B
A
JOB NO.
D
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ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015.041
PE
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SHARED LOADING AREAEXISTING SEE NOTE 11EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
EXIST TENANT AREA
FOR FUTURE USE (N.I.C.)
EXISTING SEE NOTE 12EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
P-1FRP-1/P-1
EXISTING ACT
REFER TO INTERIOR ELEVATIONS FOR
REQUIRED HEIGHT. ALL FRP TRIM TO MATCH
P-140 IVORY
POPLAR WITH EASED EDGES.