GENERAL NOTES · 2019. 8. 7. · structural notes 1. design loads are as follows: roof dead load =...

AA

24'-0"±

8'-0"±

11'-10"±

5'-0" 8'-3"

8'-0"

8'-0"

1'-4"

5'-1" +/-

DEMO FOR

OPENING

DEMO

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76'-8" +/-

DEMO

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23'-5"±

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8'-0"±

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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.

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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

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12

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16

14

15

6

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18

15

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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

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3

11

4

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21

16

16

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7

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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.

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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.

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CONSTRUCTION

BID

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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

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BID

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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

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BID

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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.


G

EXISTINGPERIMETERWALL

CONTRACTOR TO PROVIDEMOISTURE RESISTANTGYP. BD. TO 48" A.F.F. ATFISH AND ANIMAL UNITS

NEWPARTITION

NEWPARTITION

D2

NEWPARTITION


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.


NEWPARTITION

BOTH SIDES:5/8" GYP. BOARDOVER 6" METALSTUD FRAMINGAT 16" O.C. WITH3 1/2" BATTINSULATION TO6" ABOVECEILING WHERECEILINGOCCURS.

D1

NEWPARTITION


(SEE NOTE 1.) (SEE NOTE 1.) (SEE NOTE 1.)

(SEE NOTE 1.) (SEE NOTE 1.) (SEE NOTE 1.)

(SEE NOTE 1.) (SEE NOTE 1.)


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

RIP

TIO

N

Dra

win

g N

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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Draw

ing N

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e: X

:\2015.041 P

SP

- F

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AD

\2015.041_A

2.0.dw

g


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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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

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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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EN

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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

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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




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


INSTALL PER MFR.

RECOMMENDATIONS

SEE DTL. 6/A8.2

EXISTING DOWNSPOUT

TO REMAIN (TYP.)




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A5.0

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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





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





8'-3 1/8"

CEILING

11'-0"

CEILING

11'-0"





"T"

P-1


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.






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





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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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.

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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"


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


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

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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

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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

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A7.0

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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

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ISSUED FOR:

PERMIT

RELEASE

CONSTRUCTION

BID

2015.041

PE

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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

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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

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S

2180 D

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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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DE

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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

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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.





1/2" X 1/2" PICKETS @4" O.C. (TYPICAL)


3'-6"

METAL

GRATE

STEEL CHANNEL

AS REQ'D.

STEEL CHANNEL

STRINGER (BEYOND)

1/4" DIA.

STEEL BRACKET


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.





1/2" X 1/2" PICKETS @4" O.C. (TYPICAL)


STEEL CHANNEL STRINGER (BEYOND)

RECESSED POST TYP.

3'-0" x 5'-0" x 12" THICK CONCRETE



FE


INSTALL PER MANUFACTURES

RECOMMENDATIONS

5'-0

"

4'-1" +/-

3'-0" x 5'-0" x 12" DEEP

CONCRETE PAD. PROVIDE

FLUSH TRANSITION WITH

ADJACENT PAVEMENT.




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


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


RECOMMENDATIONS

3'-0" x 5'-0" x 12" DEEP CONCRETE PAD.

PROVIDE FLUSH TRANSITION WITH ADJACENT

PAVEMENT.




04

A8.2

03

A8.2

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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

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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

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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


ALUMINUM


SHEET

B

3

AUTOMATIC SIDE SLIDING VESTIBULE DOOR WITH


ALUMINUMB


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"





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

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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


DOOR PAINT INTERIOR SEMI-GLOSS.

BH, CLA, THA, WS, DS, AL, DV


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


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


EXISTING


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


MATCH EXISTING BUILDING STANDARD.

D

EXISTING METAL. PAINT

INTERIOR

SEMI-GLOSS.

P-16

C7



BH, CLA, THA, WS, DS, AL, DV


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.

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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.



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)


539 SYCAMORE TREE (PSP-02 #539)


2091-10 TEA (PSP-03 TEA)


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


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


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 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





FRP-2 MARLITE P-140 IVORY (FRP TRIM TO MATCH P-140

IVORY)

AMERIPOLISH SURELOCK DYE /

(STAIN) SYSTEM. COLOR: SAND




GROUT SEALER. INSTALL PER TCA F122-2K.

1 2 35

B

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JOB NO.

D

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ISSUED FOR:

PERMIT

RELEASE

CONSTRUCTION

BID

2015.041

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06.11.15

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.

GENERAL NOTES · 2019. 8. 7. · structural notes 1. design loads are as follows: roof dead load =...

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