convenience store addition · up up up up up up a-103 b1 2 h o u r f i r e s e p a t a t i o n 2 h...

EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

EE

EE

EE

EE

EE

EE

E E E E E E E E E E E E E E E

E

E

E

E

E

E

TT

TT

TT

TT

TT

TT

TT

TT

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

ST ST ST STST STST ST ST ST

ST

ST

ST

ST

ST

DN

O

P

TUVW

+/-

4'-0"

+/-

1'-6"

+/-

3'-2" 48'-10" 4'-1" +/-

+/-1'-4 1/2"

4'-1" +/-

+/-1'-4 1/2"

4'-1" +/- 4'-0" +/-

1

11

11

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

02 41 19.G10

02 41 19.G20

02 41 19.G1002 41 19.G1002 41 19.G10

02 41 19.B10

LINE OF CANOPY ABOVE

02 41 19.D1002 41 19.D10

02 41 19.B10

02 41 19.B2002 41 19.D20

02 41 19.T1002 41 19.T10

02 41 19.T1002 41 19.R10

1

102 41 19.D1002 41 19.D10

02 41 19.D10

1010

6

99 9

87

10TYP FOR (6)TYP FOR (6)

2

2

5

02 41 19.B30

02 41 19.V1002 41 19.V20

-1. EXISTING CONSTRUCTION TO REMAIN

-2. DASHED LINES DENOTE LIMITS OF CONVENIENCE STORE ADDITION SHOWN FORREFERENCE

-3. REMOVE EXISTING COPING AS REQUIRED TO COMPLETE CONSTRUCTION

-4. MODIFY EXISTING ROOF SYSTEM AS REQUIRED TO COMPLETE CONSTRUCTION

-5. PROVIDE TEMPORARY BARRIERS TO PROTECT EXISTING DOORS AND WINDOWSDURRING DEMOLITION AND CONSTRUCTION

-6. PROTECT FOOD SERVICE EQUIPMENT DURRING DEMOLITION AND CONSTRUCTION

-7. REMOVE DEBRIS AND SOIL FROM AREA WELL

-8. REPAIR CONCRETE

-9. REMOVE LINTELS AND COMPLETE RESTORATION OF EXISTING BRICK

-10. PROVIDE TEMPORARY BARRIER TO PROTECT WINDOWS DURRING DEMOLITIONAND CONSTRUCTION

O

P

TUVW

1

1

11

2

22

2

2

02 41 19.F20

02 41 19.D11

02 41 19.D11

02 41 19.D11

02 41 19.D1002 41 19.D10 02 41 19.D1002 41 19.D1002 41 19.D10

34 341

02 41 19.F201

2

02 41 19.D30

02 41 19.F50

NORTH

1. EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF UNDERGROUND FACILITIES,STRUCTURES AND UTILITIES INDICATED ON THE DRAWINGS ARE NOT GUARANTEED.UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES INDICATED ARE FROM AVAILABLERECORDS FROM THE OWNER AND THEREFORE THEIR LOCATIONS ARE APPROXIMATE. THEREMIGHT BE OTHER UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, WHICH ARE NOTINDICATED. BEFORE BEGINNING DEMOLITION OPERATIONS, INVESTIGATE AND VERIFY THEEXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL, ELECTRICAL ANDCOMMUNICATION SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK.

2. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING DEMOLITIONOPERATIONS.

3. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICTWITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THENATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT.

4. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS TO REMAIN ANDPROTECT THEM AGAINST DAMAGE.

5. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR ABANDONED: LOCATE,IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES ANDMECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED.

6. THE BUILDING SHALL REMAIN IN OPERATION AND OCCUPIED THROUGHOUT ALL DEMOLITIONOPERATIONS. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TODEMOLITION OPERATIONS. CONDUCT DEMOLITION SO OWNER’S OPERATIONS, UTILITIES,SERVICES AND SYSTEMS WILL NOT BE DISRUPTED.

7. COORDINATE ANY UTILITY, SERVICE OR SYSTEMS INTERRUPTION OR SHUT DOWN WITH OWNER.8. COORDINATE OFF-HOUR WORK WITH OWNER.9. THE SCOPE OF DEMOLITION OPERATIONS IS GENERALLY INDICATED ON THE DRAWINGS.

DEMOLITION OPERATIONS NOT SIGNIFICANTLY SHOWN BUT NECESSARY TO COMPLETE THEPROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. COORDINATE DEMOLITION OPERATIONS WITH FIRE PROTECTION, PLUMBING, MECHANICAL,ELECTRICAL AND TECHNOLOGY DRAWINGS.

11. INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION BARRIERS THAT PREVENT MIGRATION OFDUST AND DEBRIS FROM AREA(S) OF WORK.

12. FIRE EXITS, EXIT DOORS AND CORRIDORS MUST REMAIN ACCESSIBLE AND USEABLE FOREMERGENCY EGRESS.

13. BUILDING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IF DAMAGED,CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ELEMENT AT NO COST TO THE OWNER.

14. PATCH AND REPAIR ANY AREAS OF DISTURBED FIREPROOFING OR FIRE STOP SYSTEMS WITHLIKE MATERIALS AND THICKNESS.

15. PATCH AND SEAL ALL PENETRATIONS IN HORIZONTAL AND VERTICAL SURFACES. PATCH ANDFINISH SURFACES WITH LIKE MATERIALS AND CONSTRUCTION. PATCH SHALL MAINTAIN SMOKEAND FIRE RESISTANCE RATING OF ASSEMBLY.

16. MODIFY OR ALTER CEILING SYSTEMS AS REQUIRED TO COMPLETE WORK. PROVIDE TEMPORARYSUPPORTS FOR ITEMS SUPPORTED BY CEILING SYSTEM. REINSTALL CEILING SYSTEMS.

17. COVER CARTS AND CONTAINERS USED TO MOVE DEBRIS THROUGH THE BUILDING.

COPYRIGHT WEBER MURPHY FOX INC. 2010

SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS

DESCRIPTIONMARK DATE

SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO

PROJECT NO.: 07-92714.01 BUILDING NO.: 0972-006

RELEASE OF BID DOCUMENTS11-23-10

C:\Revit Local Projects\2010.039.00 - PSU Behrend Conv. Store\2010.039_R11_CONVSTORE_jwilliams_56.rvt

11/16

/2010

8:25

:37 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt

4701 COLLEGE DRIVEERIE, PA 16563

JDW

JRL

2010.039

UPPER LEVEL & ROOFDEMOLITION PLANS

AD101

REEDCONVENIENCESTORE ADDITION

GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"A1 UPPER LEVEL DEMO PLAN8'0 16'4'

NORTH

02 41 19.B10 REMOVE EXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS02 41 19.B20 REMOVE EXISTING CONCRETE PAD - SEE CIVIL DRAWINGS02 41 19.B30 REMOVE EXISTING COLUMN FOUNDATION02 41 19.D10 REMOVE EXISTING COLUMN - SEE STRUCTURAL DRAINGS02 41 19.D11 REMOVE EXISTING BEAM - SEE STRUCTURAL DRAWINGS02 41 19.D20 REMOVE EXISTING POST02 41 19.D30 REMOVE EXISTING ROOF STRUCTURE02 41 19.F20 REMOVE EXISTING FLASHING02 41 19.F50 REMOVE EXISTING ROOF SYSTEM02 41 19.G10 REMOVE EXISTING WINDOW AND WINDOW SILL02 41 19.G20 REMOVE EXISTING DOOR, FRAME AND TRANSOM02 41 19.R10 REMOVE EXISTING MECHANICAL EQUIP. AND PAD - SEE MECHANICAL

DRAWINGS02 41 19.T10 REMOVE EXISTING LIGHT FIXTURES - SEE ELECTRICAL DRAWINGS02 41 19.V10 REMOVE CARD READER AND SALVAGE FOR REUSE02 41 19.V20 REMOVE PUSH BUTTON AND SALVAGE FOR REUSE

SCALE: 1/8" = 1'-0"F1 ROOF LEVEL DEMO PLAN8'0 16'4'

NORTH

UP

UP

UP

UP

UP UP

A-103B1

2 HOUR

FIRE SEPATATION

2 HOUR

FIRE SEPATATION

EXIT

EXIT

EXIT

EXIT

EXIT

BOILER ROOMM107

MECHANICALM108OFFICE

010HROOM020G

MAIL

RECE

IVIN

G01

1

OFFICE010K

OFFICE010J

1

1

1

1

STAIR UP TOEXIT ABOVE

OFFICE001B

OFFICE001A

OFFICE AREA001

OFFICE001J

OFFICE001H

OFFICE002A

ROOM001L

OFFICE003A

OFFICE007C

OFFICE007D

OFFICE007B

OFFICE007A

TOILETR006

OFFICE AREA007

MENR005

WOMENR004CONFERENCE

003

UNEXCAVATED118

STORAGE008B

MECHANICALM009

TELECOM ROOMT009

STAIRZ002

LOUNGE108

OFFICE113

MAIL ROOM114

CORRIDOR117

ROOM111

ROOM112

CORRIDORQ003

MAIL BOXES115

OFFICE107

OFFICE106

OFFICE019A

OFFICE019B

WINTER GARDEN LOBBY030

STORAGE028

TELECOM ROOM028A

OFFICE027K

OFFICE027J

CORRIDOR (WEST)Q001

VESTIBULEF001

STAIRZ001

OFFICE027H

OFFICE027G

OFFICE027F

OFFICE027E

OFFICE027D

OFFICE027C

OFFICE027B

STUDENT ACTIVITIES ANDSPECIAL EVENTS

026

VESTIBULEF007

BOOKSTORE031

MECHANICALM034

RECEIVING035

STAIRZ004

WOMEN'S TRR023

MEN'S TRR022

OPEN OFFICE AREA019

LOUNGE018

CORRIDOR016

ROOM110

ROOM109

ELEVATOR EXIT EXIT

EXIT

2

2

NORTH

-

-

1. EXISTING CONSTRUCTION TO REMAIN

2. SEE MECHANICAL DRAWINGS FOR WORK IN BOILER ROOM M107 AND MECHANICALROOM M108


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:25

:56 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

OVERALL LOWERLEVEL FLOOR PLAN

A-101


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/16" = 1'-0"B3 OVERALL LOWER LEVEL FLOOR PLAN - REED UNION BUILDING16'0 32'8'

NORTH

DN

DN

DN

REF

.

UP

UP

UP

DN

DN DN

FD

FD

FEC

FEC

DN

DN

NORTH

OPEN TO BELOW

OPEN TO BELOW

A-104B1

BRUNO'S CAFE101

SERVING AREA102

WASH ROOM103D

OFFICE104

RECEIVING105

FREEZERXXX

COOLERXXX

LOBBYF102

VESTIBULEF101

STAIRZ102

MENR121

2 HOUR

FIRE SEPATATION

2 HOUR

FIRE SEPATATION

ELEVATOR

EXIT

EXIT

EXIT

EXIT

EXIT

STAIR DOWNTO EXIT

EXIT

COVNENIENCE STORE103

VESTIBULEF103

COOLER103B

RECEIVING103A

SUPPLY115F

OFFICE115G

OFFICE115H

OFFICE115J

OFFICE115N

OFFICE115M

STORAGE115L

OFFICE115K

STORAGE117A

LECTURE HALL18

PORCHY101

CLASSROOM119

CORRIDORQ101

STAIRZ101

CONFERENCE19

CONFERENCE20

CONFERENCE21

OFFICE AREA17

WOMENR120

OFFICE115E

OFFICE115D

OFFICE115C

OFFICE115B

OFFICE115A

ENTRYF104

FREEZER103C

2 HOUR

FIRE SEPATATION

LOADING DOCKX101

EXIT

1

1

1

1

1

1

1

1



SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:26

:33 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

OVERALL UPPERLEVEL FLOOR PLAN

A-102


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/16" = 1'-0"B3 OVERALL UPPER LEVEL FLOOR PLAN - REED UNION BUILDING

NORTH

16'0 32'8'

T TT T T T T T T T T T T T T T T T T T T T T T

TT

TT

TT

T

E EE E E E E E E E E E E E E E E E E E E E E E E E E

T

T

T

T

T

T

T

T

E

E

E

E

E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

TT

TT

TT

TT

TT

TT

TT

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

X

X

X

X

X

X

X

X

X

X

X

X XXXX

EE

EE

E

T TTTTTTTTTTTTTT

6 7

O

P

Q

TUVW

BOILER ROOMM107

MECHANICALM108

OFFICE010H

OFFICE010J

OFFICE010K

MAIL RECEIVING011

ROOM020G

CORRIDORQ005

CORRIDORQ007

1 2 3 4 5

C

A

A

X.1 X.2

ROOM109

ROOM110

ROOM111ROOM

112

OFFICE113

MAIL ROOM114

MAIL BOXES115

LOUNGE108

TELECOM ROOMT009

STAIRZ002

OFFICE AREA007

CORRIDORQ003

1

1

1 1

X.3

B

Y.A

Y.B

Y.D

Y.E

Y.C

X.4 X.5 X.6

03 30 00.A00

03 30 00.B10

03 30 00.A20

22

A.1

NORTH


-2. EXISTING VAULT TO REMAIN - VERIFY IN FIELD


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:26

:55 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

LOWER LEVEL FLOORAND FOUNDATIONPLAN

A-103


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"B1 LOWER LEVEL FLOOR AND FOUNDATION PLAN

NORTH

8'0 16'4'

03 30 00.A00 CONCRETE FOOTING. SEE STRUCTURAL DWGS.03 30 00.A20 CONCRETE PIER. SEE STRUCTURAL DRAWINGS03 30 00.B10 CONCRETE FOUNDATION WALL. SEE STRUCTURAL DWGS.

DN

FE

FEC

EXTERIOR METAL STUD ASSEMBLIES-

- 3 5/8" BRICK, 2" AIR SPACE, 1 1/2" SPRAY APPLIED INSULATING AIR BARRIER, 5/8" GLASS-MATSHEATHING BOARD 6" METAL STUDS w/ BATT INSULATION, VAPOR BARRIER, 5/8" ABUSERESISTANT GYPSUM WALLBOARD

3.0

CAST IN PLACE CONCRETE - SEE STRUCTURAL DRAWINGS-1.0

CAST IN PLACE CONCRETE ASSEMBLIES-1.X

3.X

3 5/8" BRICK, 7 5/8" CMU, 3 5/8" BRICK-2.0

CMU ASSEMBLIES-2.X

NOTES:

INTERIOR WALLS TO EXTEND FROM FLOOR TO UNDERSIDE OF DECK UNLESS NOTED OTHERWISE.

REFERENCE SHEET A-602 FOR FURTHER WALL CONSTRUCTION.

INTERIOR METAL STUD ASSEMBLIES-4.X

-4.0 6" METAL STUDS w 5/8" ABUSE RESISTANT GWB BOTH SIDES

-4.0a

-4.2 3 5/8" METAL STUDS w/ 5/8" ABUSE RESISTANT GWB ONE SIDE ONLY


STOREFRONT ASSEMBLIES-SF.X

-SF.X ALUMINUM STOREFRONT - SEE SHEET A-601

INFILL ASSEMBLIES-5.X

-5.0 INFILL OPENING AT DEMOLISHED WINDOW / DOOR TO MATCH EXISTING ADJACENTCONSTRUCTION

-4.1 6" METAL STUDS w 5/8" ABUSE RESISTANT GWB ONE SIDE ONLY

SHATFWALL ASSEMBLIES-6.X

-6.0 6" METAL CH STUDS w/ 1 LAYER 1' GWB LINER ONE SIDE AND 2 LAYERS 5/8" TYPE 'X'GWB OCCUPIED SIDE (UL No. U437)

- 3 5/8" BRICK, 2" AIR SPACE, 1 1/2" SPRAY APPLIED INSULATING AIR BARRIER, 5/8" GLASS-MATSHEATHING BOARD 6" METAL STUDS w/ BATT INSULATION, VAPOR BARRIER, 5/8" VERY HIGHIMPACT GYPSUM WALLBOARD

3.0a


-4.2a 6" METAL STUDS, 5/8" AIR SPACE, 3 5/8" METAL STUDS w/ 5/8" ABUSE RESISTANT GWBONE SIDE ONLY

6" METAL STUDS w/ 5/8" VERY HIGH IMPACT RESISTANT GWB ONE SIDE AND 5/8" ABUSERESISTANT GWB OTHER SIDE - SEE PLAN FOR LOCATION

-4.1a 6" METAL STUDS w 5/8" VERY HIGH IMPACT RESISTANT GWB ONE SIDE ONLY

NORTH

6 7

O

P

TUVW

A-201E6

34' -

4"

FAC

E O

F B

RIC

K

A-201

A1

E7A-301

A-201 G8G6

1625 SF

COVNENIENCESTORE

103

119 SF

VESTIBULEF103

139 SF

RECEIVING103A

SERVING AREA102

STORAGE102A

WASH ROOM103D

OFFICE104

RECEIVING105

FREEZER

COOLER

CLOSET101A

BRUNO'S CAFE101

VESTIBULEF101

LOBBYF102

MENR121

STAIRZ102

A-401E7 E3

E9

E5

A-401

C6

A8

A3

C3

A-201 G3

E1A-301

H5A-301

A1A-301

COOLER103B

A-201

C8

103A

103AAR 17

' - 1 5

/8"

15'-1

0 3/4"

2.0

2.0

2.02.0

3.0a3.0

4.0a

4.14.1

05 50 00.E1005 50 00.E10

PATIOY102 4.1

DIMENSIONS TO FACEOF BRICK

F104

B

4.1a

1

1

2

2

3

3

4

4

5

5

C C

A

A

X.1 X.2

11'-0 1/16" 14'-1 5/8" 39'-7" 2'-7" 8'-4" 21'-0" 5'-5" 16'-10 1/4" 20'-0" 6 3/4"

5.0 5.05.05.0

1'-6" 8'-6 1/16"

F104

A SF.2

A-501A9

A-501F5

A-501H9

A-501A7A-501

C9A-501

C7A-501

H7

A-501A4

A-501A2

A-501C4

1'-2 3

/8"32

'-7 5/

8"6"

216 SF

ENTRYF104

04 72 00.A00

05 50 00.E10

05 52 13.A1205 52 13.A11

3.0a

3.0a3.0a

3.0a

X101A

FREEZER103C

1'-2 3

/8"17

'-4"

10'-5

5/8"

+/-

45.0

0°

X101B

03 30 00.D20

6.0

6.06.0

2 HOU

RFI

RE P

ARTI

TION

A-201

C2DN

1:12 MAX

A-201

C5

30.00°

30.00°

195 SF

LOADINGDOCKX101

A.5

A.9

C.4

D

D

11'-4" 65'-4" 22'-8" 46'-2 1/4" 20'-0"

11'-4" 9'-8" 1'-9" 20'-8" 1'-9" 4'-10" 15'-4" 2'-4" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 2'-4"

1'-5" 10'-11" 21'-0" 22'-3 1/4" 20'-0" 6'-1 1/4" 10'-7 1/4" 11"

11'-7

7/8"

5'-0 1

/2"4'-

10 5/

8"6'-

0"5'-

3 1/2"

1012' - 7 1/16"

A6A-303A-501

E7

C9

A-5034.1a4.1a4.1a

4.1

4.1a4.1a

4.2 4.24.24.24.24.2

3.0a

2

12 48 13.A20

FD

3'-3" 3'-3"7'-4"

2'-2"

F103

A

A4A-303

SF.1 SF.3

SF.4

SF.7 SF.8 SF.9

18'-5 1/4"

A2

A-303

D2

A-303

3

3

3

3

X.3

1010' - 2 1/16"

1012' - 7 1/16"

1012' - 7 1/16"

29'-0"

5'-0"

5'-4"

W1

W1

B

12'-8

" FA

CE O

F BR

ICK

OF B

RICK

6'-0"

FAC

E

M.O.

4'-0"

1'-8"

M.O.

4'-0"

OF B

RICK

6'-0"

FAC

E

4.1a

4.4

1012' - 7 1/16"

05 50 00.E10

4.4

A-501J5

A-501J3

03 30 00.C00(FROST SLAB)

03 30 00.C00(FROST SLAB)

Y.A

Y.B

Y.D

Y.E

Y.C

X.4 X.5 X.6

A-503A1

TYP

4.2a4.2a

11 13 00.B10

26 56 00.A00

A-501C2

A-501E2

A-501G2

4'-8" 11'-10 3/4"05 50 00.E10

1

1

1

1

1

1

1 1

38'-8" M.O. 1'-0 3/4"1'-0"

FACE OF BRICK

5'-4"M.O.

6'-8"

4'-9 7/8"

ALIGN BRICK WITHSOUTH FACE OF BUILDING

ALIG

N BR

ICK

05 12 13.A1005 12 13.A10

M.O.

6'-4"

2 HOUR

FIRE WALL

2 HOUR

FIRE WALL

4.1

5'-4"

3.0

06 40 23.B00

06 40 23.B11

3.0

04 72 00.A20

4.0

4.0a

09 29 00.B81

09 29 00.B8109 29 00.B8009 29 00.B80

10 44 16.A20 FD

6'-1"

22 14 16.A00

A.1

X101C

A-501E9

11 22 00.A0011 22 00.B00

-

-

-

1. EXISTING CONSTRUCTION TO REMAIN - VERIFY CONDITIONS IN FIELD

2. RECESSED SLAB - COORDINATE SIZE AND DEPTH WITH COOLER / FREEZERMANUFACTURER

3. ALL INTERIOR WALL SURFACES WITHIN THIS ROOM TO RECEIVE 5/8" VERY HIGHIMPACT GYPSUM WALLBOARD.

1. THE BUILDING SHALL REMAIN IN OPERATION AND OCCUPIED THROUGHOUT ALL CONSTRUCTIONWORK. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO CONSTRUCTIONWORK. CONDUCT CONSTRUCTION SO OWNER’S OPERATIONS, UTILITIES, SERVICES AND SYSTEMSWILL NOT BE DISRUPTED.

2. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OFCONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER-SERVICE PIPING; UNDERGROUNDELECTRICAL SERVICES, AND OTHER UTILITIES.

3. COORDINATE ANY UTILITY, SERVICE OR SYSTEMS INTERRUPTION OR SHUT DOWN WITH OWNER.4. COORDINATE OFF-HOUR WORK WITH OWNER.5. COORDINATE CONSTRUCTION WITH FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL AND

TECHNOLOGY DRAWINGS.6. INSTALL AND MAINTAIN TEMPORARY BARRIERS THAT PREVENT MIGRATION OF DUST AND DEBRIS

FROM AREA(S) OF WORK FOR DURATION OF PROJECT.7. FIRE EXITS, EXIT DOORS AND CORRIDORS MUST REMAIN ACCESSIBLE AND USEABLE FOR

EMERGENCY EGRESS.8. BUILDING ELEMENTS TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IF DAMAGED, CONTRACTOR

SHALL REPAIR OR REPLACE DAMAGED ELEMENT AT NO COST TO THE OWNER.9. PATCH AND REPAIR ANY AREAS OF DISTURBED FIREPROOFING OR FIRE STOP SYSTEMS WITH LIKE

MATERIALS AND THICKNESS.10. PATCH AND SEAL ALL PENETRATIONS IN HORIZONTAL AND VERTICAL SURFACES. PATCH AND FINISH

SURFACES WITH LIKE MATERIALS AND CONSTRUCTION. PATCH SHALL MAINTAIN SMOKE AND FIRERESISTANCE RATING OF ASSEMBLY.

11. INTERFACE BETWEEN EXISTING AND NEW CONSTRUCTION SHALL BE TREATED IN SUCH A MANNERTO ELIMINATE ANY NOTICEABLE DIFFERENCE BETWEEN THE TWO CONDITIONS.

12. COORDINATE TYPE, QUANTITY AND LOCATION OF ALL WALL MOUNTED OR SUPPORTED ITEMS ANDPROVIDE BLOCKING.

13. MODIFY OR ALTER CEILING SYSTEMS AS REQUIRED TO COMPLETE WORK. PROVIDE TEMPORARYSUPPORTS FOR ITEMS SUPPORTED BY CEILING SYSTEM. REINSTALL CEILING SYSTEMS.

14. PATCH, REPAIR AND PREPARE ALL SUBSTRATES TO ACCEPT FINISHES.15. COVER CARTS AND CONTAINERS USED TO MOVE DEBRIS THROUGH THE BUILDING.


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:27

:17 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

UPPER LEVELENLARGEMENT PLAN

A-104


KEY PLAN

REFERENCE KEYNOTES

WALL TYPES LEGEND

8'0 16'4'

NORTH

SCALE: 1/8" = 1'-0"B1 UPPER LEVEL FLOOR PLAN

03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 30 00.D20 CONCRETE RAMP AND LANDING04 72 00.A00 CAST STONE MASONRY WALL CAP04 72 00.A20 METAL SKATEBOARD DETERRENT05 12 13.A10 COLUMN. SEE STRUCTURAL DRAWINGS05 50 00.E10 6" DIA PIPE BOLLARD05 52 13.A11 1 1/2" DIA ALUMINUM PIPE & TUBE HANDRAIL05 52 13.A12 1 1/2" DIA ALUMINUM PIPE & TUBE HANDRAIL AND GUARDRAIL06 40 23.B00 MILLWORK06 40 23.B11 PLASTIC LAMINATE BASE CABINET09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD10 44 16.A20 SEMI-RECESSED FIRE EXTINGUISHER CABINET11 13 00.B10 LOADING DOCK SCISSOR LIFT11 22 00.A00 WALK IN COOLER UNIT11 22 00.B00 WALK IN FREEZER UNIT12 48 13.A20 RECESSED ENTRANCE MAT SYSTEM22 14 16.A00 RAINWATER CONDUCTOR. SEE PLUMBING DRAWINGS26 56 00.A00 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

SHEET KEYNOTESGENERAL SHEET NOTES

FE

FEC

6 7

TUV

1

1

2

2

3

3

4

4

5

5

C C

A

A

A.5

A.9

C.4

DD

B COVNENIENCE STORE103

VESTIBULEF103

RECEIVING103A

STORAGE102A

WASH ROOM103D

COOLER103B

ENTRYF104

FREEZER103C

2 HOU

RFI

RE S

EPAR

ATIO

N

LOADING DOCKX101

FD

6" 1'-4" 6" 49'-2" 6" 28'-1 1/4" 6"

9'-7 3

/4"6"

2'-1 1

/8" 6"

2'-1 3

/4" 6"

4 3/4"

6"

13'-7

1/4"

6"1'-

8 1/4"

10 1/

4"

6" 10'-2 7/8" 6" 4" 6"

2 1/2" 19'-7 3/4" 3 5/8" 1'-0 1/2" 3 5/8" 20'-9 1/4" 3 5/8" 1'-0 1/2" 3 5/8"

8'-5 13/16" +/- 6" 11'-4" +/- 6" 3'-2 3/4" 6"

6"

8"6"

6"+/

-1'

- 1

3/8"

18'-8

3/8"

4"3'-

8 1/8"

3'-4"

6 1/8 "

6'-1 5

/8"

31'-6

7/8"

12'-0" 8'-0" +/-1'-6 5/16" 6'-0"1 2

3 56

7

8

9

10

12

14

13

15

9

9

17

19

20 2021 22

23

24

25

11 13 00.B10

3'-4"

3'-4"

8'-0"

6' - 0"

5'-4"

6'-8" MO

4'-9 7/8"

21

6

1'-8"

16'-0" 7'-4 1/8"

EDGE OF SLAB

1'-3 7

/8"7'-

4"

1'-10" 6'-6"EDGE OF SLAB

10 44 16.A00

10 44 16.A20

11'-0 1/4"

19'-7

5/8"

4 1/2"

10'-5

3/8"

32'-1

1 1/8"

12 48 13.A20

06 40 23.B11

06 40 23.B00

22 42 00.A00

22 42 00.A00

(TYP)

(TYP)

A-402F10

A-402A10

08 71 11.A30

08 71 11.A30

08 71 11.A20

08 71 11.A20

08 71 11.A10

1111

A.110 26 00.A00

10 26 00.A00

11 22 00.B00

11 22 00.A00

1 12'-0" WALL SHELVING - 78" HIGH, 19 BASE

NUMBER DESCRIPTION MANUFACTURER MODEL NUMBER

2 8'-0" WIRE RACK POTATO CHIP MERCHANDISER BY VENDOR

LOZIER DL STYLE

UTZ / FRITO LAY 8'-0"

3 MULTI-DECK MERCHANDISER HOWARD - McCRAY HAP46-2

4

5 4 DOOR FROZEN REACH-IN HOWARD - McCRAY GF102BM

6 MILKSHAKE MACHINE F'REAL

7 3'-0" BAKERY CASE FEDERAL CD36288SS/RSS3SC

8 34'-0" GONDOLA - 54" HIGH, 16/16 BASE LOZIER DL STYLE

9 3'-0" END CAP DISPLAY - 54" HIGH, 12 BASE LOZIER DL STYLE

10 3'-0" SELF SERVICE MERCHANDISER FEDERAL RSSM-360SC

MULTI-DECK MERCHANDISER HOWARD - McCRAY HAP46-2

11

COFFEE CREAMER REFRIGERATED DISPENSER12

COFFEE MACHINE13

CAPPUCCINO MACHINE14

14'-0" GONDOLA - 54" HIGH, 16/16 BASE LOZIER DL STYLE15

3'-0" SELF SERVICE MERCHANDISER FEDERAL RSSM-360SC16

14'-0" GONDOLA - 54" HIGH, 16/16 BASE LOZIER DL STYLE17

HAND SINK EAGLE HSA-10-F

18

NOVELTY ICE CREAM CASE - SELF CONTAINED BEVERAGE - AIR BCS41-1

19

19'-0" WALL SHELVING - 36" HIGH, 16 BASE LOZIER DL STYLE

20

3 DOOR REACH-IN PASS THRU REFRIGERATOR DELFIELD

21

MOP SINK EAGLE F1916

22

WALK-IN COOLER W/ 5 RETAIL DOORS / RACKING CROWN TONKA / ANTHONY TBD

23

WALK-IN FREEZER W/ 3 RETAIL DOORS / RACKING TBDCROWN TONKA / ANTHONY

FRLB4 & 13USG-L1-FRR

AC220-FP2

Cafe PL4CURTIS

BUNN DUAL TF DBC

POINT OF SALE SYSTEM

NOT USED

24

25

- -

MICROS 9700 HMS

SURE SHOT

N.I.C. - BY OTHERS

NOTES

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

BY G.C.

N.I.C. - BY OTHERS

N.I.C. - BY OTHERS

BY G.C.

N.I.C. - BY OTHERS

BY G.C.

BY G.C.

NORTH

1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FINAL ELECTRICAL, DATA, SECURITY, TELLECOM,ECT. CONNECTIONS TO ALL EQUIPMENT PROVIDED BY OTHERS.

2. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FINAL PLUMBING CONNECTIONS TO ALL EQUIPMENTPROVIDED BY OTHERS


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:27

:42 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

UPPER LEVELEQUIPMENT PLAN

A-105


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SCALE: 1/4" = 1'-0"A1 UPPER LEVEL FLOOR PLAN8'0 16'4'

NORTH

SCALE: N.T.S.EQUIPMENT SCHEDULE - FOR REFERENCE ONLY

06 40 23.B00 MILLWORK06 40 23.B11 PLASTIC LAMINATE BASE CABINET08 71 11.A10 WALL MOUNTED PUSH PLATE08 71 11.A20 POST MOUNTED PUSH PLATE08 71 11.A30 JAMB MOUNTED PUSH PLATE10 26 00.A00 CORNER GUARD10 44 16.A00 FIRE EXTINGUISHER10 44 16.A20 SEMI-RECESSED FIRE EXTINGUISHER CABINET11 13 00.B10 LOADING DOCK SCISSOR LIFT11 22 00.A00 WALK IN COOLER UNIT11 22 00.B00 WALK IN FREEZER UNIT12 48 13.A20 RECESSED ENTRANCE MAT SYSTEM22 42 00.A00 PLUMBING FIXTURE, SEE PLUMBING DRAWINGS

H8

s

s

s

s

s

s

6 7

O

P

TUVW

E7A-301

E1A-301

H5A-301

A1A-301


VESTIBULEF103

RECEIVING103A

COOLER103B

EXPOSED

A.F.F.

8' - 0"

EXISTING TO REMAIN NEW WORK

EXIS

TING

TO

REMA

INNE

W W

ORK

1

1

2

2

3

3

4

4

5

5

C C

A A

X.1 X.2

OPEN TOABOVE

G9

A-502

A9

A-503

09 51 13.A00

LOADING DOCKX101

ENTRYF104

A.F.F.

10' - 2"

A.5

A.9

C.4

DD

A.F.F.

7' - 0"

A.F.F.

7' - 0"

C9

A-503

09 51 13.B30

2'-0"

X.3

EQEQ1'-5 1/4"

7 1/4"

11'-5 1/4"

09 29 00.B12

R 18' - 4"

R 38' - 2"

B

C3

A-502

A3

A-502

FREEZER103C

Y.A

Y.B

Y.D

Y.E

Y.C

X.4 X.5 X.6

A.F.F.

10' - 0"

A.F.

F.

9' -

0"

4'-0"

R 20' - 0"

07 46 00.A82

07 42 43.A00

07 42 43.A0007 42 43.A00

EXIT

EXIT

EXIT

EXIT

EXIT

2 HOU

RFI

RE S

EPAR

ATIO

N

1

1

1 1

1

1

1

1

1

1

1

1

26 51 00.A00

A.F.F.

7' - 2"

EXPOSED

2

2

4'-8" 18'-1 3/4"

R 3' - 1"

R 3' - 8"

11'-9

3/4"

6'-0"

3'-6 7

/8"

SF.5

26 51 00.A00

C9

A-602

A7

A-602

A.1

26 51 00.A00

26 51 00.A00

26 51 00.A00

05 75 00.A00

05 75 00.A00

05 12 13.A00

07 42 43.A0005 12 13.A00

NORTH

2' X2' ACT SYSTEM

LIGHT FIXTURES

CEILING DIFFUSER

EMERGENCY EXIT LIGHT

EMERGENCY EXIT SIGN

LINEAR ALUMINUM SOFFIT SYSTEM

EXIT

GYPSUM WALLBOARD CEILING / SOFFIT

SECURITY CAMERA

SPEAKERS


-2. COORDINATE HEIGHT OF BULKHEAD WITH HEIGHT OF COOLER / FREEZER TO BE INSTALLED


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:28

:06 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

UPPER LEVELREFLECTED CEILINGPLAN

A-106


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"B1 UPPER LEVEL REFLECTED CEILING PLAN8'0 16'4'

NORTH

CEILING LEGEND

05 12 13.A00 BEAM. SEE STRUCTURAL DRAWINGS05 75 00.A00 ALUMINUM SUN SHADE07 42 43.A00 COMPOSITE WALL PANELS07 46 00.A82 ALUMINUM SOFFIT PANEL09 29 00.B12 5/8" INTERIOR GYPSUM WALLBOARD09 51 13.A00 ACOUSTICAL PANEL CEILING09 51 13.B30 EDGE MOLDING/TRIM26 51 00.A00 INTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

6 7

O

P

TUVW

E7A-301

E1A-301

H5A-301

A1A-301

EXISTING TO REMAIN NEW WORK

EXIS

TING

TO

REMA

INNE

W W

ORK

1

1

2

2

3

3

4

4

5

5

C C

A

A

X.1 X.2

22 14 13.B00

22 14 13.A00

22 14 13.B00

22 14 13.A00 22 14 13.A00

22 14 13.B00

22 14 13.B00

22 14 13.A00

A.5

A.9

C.4

D

D

A6A-303

A4A-303

X.3

07 71 00.A00

07 71 00.A00

07 54 23.A0007 54 23.A00 07 54 23.A0007 54 23.A0007 54 23.A00

07 71 00.A00

07 71 00.A00

B

C3

A-502

A3

A-502

E2

A-503

07 71 00.D1007 71 00.D20

07 71 00.D20

07 71 00.D20

07 71 00.D20

07 71 00.D10

05 75 00.A00

05 75 00.A00

G5

A-503

Y.A

Y.B

Y.D

Y.E

Y.C

X.4 X.5 X.6

07 54 23.D10

07 54 23.D10

07 54 23.D10

07 41 13.L3007 41 13.A10

07 41 13.A1007 41 13.L30

07 54 23.D10

2 HOU

RFI

RE S

EPAR

ATIO

N

07 71 00.A0007 71 00.A00

1

2 2

2

07 71 00.A00

07 71 00.A00

A.1

NORTH


-2. MODIFY EXISTING ROOF SYSTEM AS REQUIRED TO COMPLETE WORK


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:28

:26 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

ROOF PLAN

A-107


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"B1 ROOF PLAN8'0 16'4'

NORTH

05 75 00.A00 ALUMINUM SUN SHADE07 41 13.A10 STANDING SEAM ROOF PANELS07 41 13.L30 COPING07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.D10 FLEXIBLE WALKWAY PAD07 71 00.A00 COPING07 71 00.D10 GUTTER07 71 00.D20 DOWNSPOUT22 14 13.A00 ROOF DRAIN22 14 13.B00 OVERFLOW DRAIN

UPPER LEVEL1012' - 7 1/16"

6 7

NEW JOISTBEARING

1025' - 4 1/16"

E7A-301 22'-8"

E1A-301

H5A-301

1 2 3 4 5X.1 X.2

G9

A-502

D9

A-502

20'-0"46'-2 1/4"

04 72 00.A00

2'-4"4'-0"1'-8"4'-0"1'-8"4'-0"2'-4"

04 20 00.A00

D2

A-303

1'-2"

10'-3

"

1'-4"

10 14 00.C00

04 20 00.A0004 20 00.A00

07 42 43.A00

07 42 43.A00

08 41 13.C0008 41 13.B00

X.3

08 41 13.B00

07 71 00.A00

1'-2"

10'-3

"

C3

A-502

A3

A-502

07 41 13.L30

07 42 43.A0007 42 43.A00 05 75 00.A00

X.4 X.5 X.6

23 37 23.A0007 41 13.L30

07 46 00.A8207 42 43.A00

07 42 43.A00

1TYP

11 1

11

6'-8"

8"

UPPER LEVEL 3/8" DEEP RECESSED PANELS04 20 00.Q2004 20 00.Q20

04 20 00.Q20

04 20 00.Q20 05 50 00.E10

6'-8"

8'-0"

D1

A-50307 71 00.A00

07 71 00.A00

04 20 00.Q20

05 12 13.A00

05 12 13.A10

OPEN

OPEN

04 72 00.A20

08 71 11.A20

04 20 00.Q20

26 56 00.A00

NORTH

UPPER LEVEL1012' - 7 1/16"

OP

NEW JOISTBEARING

1025' - 4 1/16"

CA

05 50 00.E1004 20 00.A00

A.5 A.9 C.4 D

26 56 00.A00

1111

04 20 00.Q20

05 75 00.A00

23 37 23.A00

07 71 00.A00

07 71 00.A00

07 71 00.A00

26 56 00.A00

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

ADA4

A-303

08 41 13.B0004 20 00.A00

9'-8" 3'-0"

17'-1

0"

1'-2"

10'-3

"

B

07 41 13.L3007 42 43.A0007 71 00.A00

07 42 43.A0008 41 13.B0007 71 00.A00

05 75 00.A00

Y.AY.D

04 20 00.Q2004 72 00.B00 05 12 13.A10

05 12 13.A00

04 20 00.Q20

R 56' - 4 5/16"

A.1

26 56 00.A00

08 71 11.A20

UPPER LEVEL1012' - 7 1/16"

T/EXIST. M.D.1026' - 7 1/16"

04 72 00.A0004 20 00.A00

1'-4"

1'-2"

10'-3

"

3'-2" 12'-0" 3'-4"

05 75 00.A00

Y.D Y.EY.C

OPEN

05 12 13.A10

05 12 13.A00

20'-1

"

UPPER LEVEL1012' - 7 1/16"

T/EXIST. M.D.1026' - 7 1/16"

10 14 00.C00

20'-1

"

10'-3

"1'-

2"

3'-4" 12'-0" 3'-2"

Y.E Y.C

05 12 13.A0005 12 13.A00

05 12 13.A10

OPEN

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

04 20 00.A00

05 52 13.A12

A6A-303

08 33 23.A10

07 71 00.A00

05 52 13.A11

11 13 00.C00

11 13 00.A0005 50 00.E10

11

07 71 00.A00

07 71 00.A00

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

5'-0" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 1'-8" 4'-0" 4'-8"

04 20 00.A00

6'-8"

8"

6'-8"

8'-0"

07 71 00.A00

04 20 00.Q2004 20 00.Q20

07 71 00.A00

05 50 00.E10

3/8" DEEP RECESSED PANELSUPPER LEVEL

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

05 50 00.E1005 52 13.A12

03 30 00.D20

04 20 00.A00

05 50 00.E10 03 30 00.B1005 50 00.E1026 56 00.A00

3'-6"

2'-10

"

07 71 00.A00 04 20 00.Q20 04 20 00.Q20

07 71 00.A00

-1. EXISTING CONSTRUCTION TO REMAIN - VERIFY CONDITIONS IN FIELD


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:28

:52 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

EXTERIORELEVATIONS

A-201


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/8" = 1'-0"A1 SOUTH ELEVATION8'0 16'4'

8'0 16'4'

SCALE: 1/8" = 1'-0"E6 PARTIAL EAST ELEVATION

SCALE: 1/8" = 1'-0"G8 PARTIAL WEST ELEVATION8'0 16'4'

8'0 16'4'

SCALE: 1/8" = 1'-0"G6 PARTIAL EAST ELEVATION - CANOPY8'0 16'4'SCALE: 1/8" = 1'-0"G3 PARTIAL WEST ELEVATION - CANOPY

8'0 16'4'

SCALE: 1/8" = 1'-0"C8 LOADING DOCK ELEVATION8'0 16'4'

03 30 00.B10 CONCRETE FOUNDATION WALL. SEE STRUCTURAL DWGS.03 30 00.D20 CONCRETE RAMP AND LANDING04 20 00.A00 BRICK MASONRY04 20 00.Q20 CONTROL JOINT04 72 00.A00 CAST STONE MASONRY WALL CAP04 72 00.A20 METAL SKATEBOARD DETERRENT04 72 00.B00 CAST STONE MASONRY SILL05 12 13.A00 BEAM. SEE STRUCTURAL DRAWINGS05 12 13.A10 COLUMN. SEE STRUCTURAL DRAWINGS05 50 00.E10 6" DIA PIPE BOLLARD05 52 13.A11 1 1/2" DIA ALUMINUM PIPE & TUBE HANDRAIL05 52 13.A12 1 1/2" DIA ALUMINUM PIPE & TUBE HANDRAIL AND GUARDRAIL05 75 00.A00 ALUMINUM SUN SHADE07 41 13.L30 COPING07 42 43.A00 COMPOSITE WALL PANELS07 46 00.A82 ALUMINUM SOFFIT PANEL07 71 00.A00 COPING08 33 23.A10 INSULATED OVERHEAD COILING DOOR08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 41 13.C00 ALUMINUM-FRAMED DOOR08 71 11.A20 POST MOUNTED PUSH PLATE10 14 00.C00 DIMENSIONAL LETTER SIGNAGE11 13 00.A00 DOCK BUMPER11 13 00.C00 FOAM - PAD DOCK SEAL23 37 23.A00 HVAC GRAVITY VENTILATOR, SEE MECHANICAL DRAWINGS26 56 00.A00 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

8'0 16'4'SCALE: 1/8" = 1'-0"C2 ELEVATIONSCALE: 1/8" = 1'-0"C5 ELEVATION

A1

C8C5

C2

E6

G8G6G3

UPPER LEVEL1012' - 7 1/16"

T/EXIST. M.D.1026' - 7 1/16"

A-503J9

A-503J6

G5

A-50305 31 00.B0007 41 13.N1007 41 13.A10

07 46 00.A82

07 42 43.A00

07 42 43.A00

07 71 00.D00

Y.E Y.C07 41 13.L30

2" 8'-1" 2" 2'-9"

2"

7'-0"

2"3'-

8 5/8"

2"

2"

2'-9 3

/8"

2"2'-

7 1/4"

2"3'-

8 5/8"

2"

19'-4

1/2"

1'-2"

10'-3

"

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

VESTIBULEF103

A1A-301

A-302A5

12'-9

"

C A

22 14 13.A00

08 32 13.A00

ENTRYF104

03 30 00.C0003 33 00.P20

31 20 00.L2007 21 00.A12

07 21 00.A11

D

A-502H5

1'-8"

1'-2"

7'-2"

3'-0"

7'-0"

SF.4

SF.5

SF.6

07 54 23.A0007 54 23.B90

07 54 23.C1207 54 23.C1007 54 23.B91

05 31 00.B0009 51 13.A0008 41 13.B00

03 30 00.C00

08 41 13.B00

07 54 23.B20

B A-503F8

4'-6"

1'-4"

1'-2"

10'-3

"

A-503C5

SIMOPPHAND

E2

A-503

23 37 23.A00

07 41 13.A1007 41 13.M1207 41 13.M13

07 41 13.N1005 31 00.B00

09 29 00.B12

05 40 00.A00

07 71 00.D00

A.1

09 30 00.A3209 30 00.A31

26 56 00.A00

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

A1A-301


A-302A3

12'-9

"

C A

22 14 13.A00

11 22 00.A0011 22 00.B00

31 20 00.L20

03 33 00.P20

03 30 00.C00

07 21 00.A12

07 21 00.A11

A.5A.9C.4DA-502

E5

A-502C5

07 54 23.A00

07 54 23.B9007 54 23.C1207 54 23.C10

07 54 23.B9107 54 23.B20

05 75 00.A00

28 23 00.A00

2 HR (U

437)

SHAFT WALL

2 HR (U

437)

SHAFT WALL

10 44 16.A20

NORTH

UPPER LEVEL1012' - 7 1/16"

6 7

NEW JOISTBEARING

1025' - 4 1/16"

E1A-301

H5A-301


A-302A9

A-302A71 2 3 4 5

A9

A-503

ENTRYF104

03 30 00.C00

03 33 00.P2031 20 00.L20

07 21 00.A12

07 21 00.A11

08 32 13.A00

LOADING DOCKX101

RECEIVING103A

A-502E3

SIM

A-502H3

08 33 23.A10

A-503C7

A-503A7

11 22 00.A0009 51 13.A00

05 52 13.A12

08 11 13.B00

03 33 00.P2003 30 00.C0031 20 00.L20

(4")

05 31 00.B00

07 54 23.B9107 54 23.B20

07 54 23.A00

07 54 23.B9007 54 23.C1207 54 23.C10

09 51 13.A0008 41 13.B00

22 14 13.A00

22 14 13.B00

07 21 00.A11

07 21 00.A12

07 71 00.A00

09 29 00.B80

09 29 00.B81

9'-0"

05 21 00.A00

11 13 00.B10

26 51 00.A00

28 23 00.A00

28 23 00.A00

WALL BEYOND

09 29 00.B8009 51 13.B30

09 29 00.B8009 51 13.B30

10 44 16.A00

10 44 16.A20

08 11 13.A20

-1. EXISTING CONSTRUCTION TO REMAIN. VERIFY CONDITIONS IN FIELD.


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

7:53

:23 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

BUILDING SECTIONS

A-301


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 3/8" = 1'-0"E7 CANOPY SECTION2'0 6'4'

SCALE: 3/8" = 1'-0"E1 BUILDING SECTION

SCALE: 3/8" = 1'-0"H5 BUILDING SECTION2'0 6'4'

2'0 6'4'

SCALE: 3/8" = 1'-0"A1 BUILDING SECTION2'0 6'4'

A1

E7E1 H5

03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 33 00.P20 VAPOR RETARDER (MILLAGE)05 21 00.A00 STEEL JOIST. SEE STRUCTURAL DRAWINGS05 31 00.B00 STEEL ROOF DECKING. SEE STRUCTURAL DRAWINGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING05 52 13.A12 1 1/2" DIA ALUMINUM PIPE & TUBE HANDRAIL AND GUARDRAIL05 75 00.A00 ALUMINUM SUN SHADE07 21 00.A11 2" PERIMETER EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A12 2" UNDER SLAB EXTRUDED-POLYSTYRENE BOARD INSULATION07 41 13.A10 STANDING SEAM ROOF PANELS07 41 13.L30 COPING07 41 13.M12 SELF ADHERING HIGH TEMPERATURE SHEET07 41 13.M13 1/2" THICK GLASS-MAT GYPSUM SHEATHING BOARD07 41 13.N10 POLYISOCYANURATE BOARD INSULATION07 42 43.A00 COMPOSITE WALL PANELS07 46 00.A82 ALUMINUM SOFFIT PANEL07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.B20 VAPOR RETARDER07 54 23.B90 GLASS-MAT GYPSUM COVER BOARD07 54 23.B91 GLASS-MAT GYPSUM SUBSTRATE BOARD07 54 23.C10 POLYISOCYANURATE BOARD INSULATION07 54 23.C12 TAPERED POLYISOCYANURATE BOARD INSULATION07 71 00.A00 COPING07 71 00.D00 GUTTER AND DOWNSPOUT08 11 13.A20 HOLLOW METAL FRAME08 11 13.B00 INSULATED HOLLOW METAL DOOR AND FRAME08 32 13.A00 SLIDING ALUMINUM-FRAMED GLASS DOOR08 33 23.A10 INSULATED OVERHEAD COILING DOOR08 41 13.B00 ALUMINUM-FRAMED STOREFRONT09 29 00.B12 5/8" INTERIOR GYPSUM WALLBOARD09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 30 00.A32 GLAZED PORCELAIN TILE BULLNOSE09 51 13.A00 ACOUSTICAL PANEL CEILING09 51 13.B30 EDGE MOLDING/TRIM10 44 16.A00 FIRE EXTINGUISHER10 44 16.A20 SEMI-RECESSED FIRE EXTINGUISHER CABINET11 13 00.B10 LOADING DOCK SCISSOR LIFT11 22 00.A00 WALK IN COOLER UNIT11 22 00.B00 WALK IN FREEZER UNIT22 14 13.A00 ROOF DRAIN22 14 13.B00 OVERFLOW DRAIN23 37 23.A00 HVAC GRAVITY VENTILATOR, SEE MECHANICAL DRAWINGS26 51 00.A00 INTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS26 56 00.A00 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS28 23 00.A00 SURVEILLANCE CAMERA31 20 00.L20 AGGREGATE BASE COURSE

NORTH

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

5 A-502A9

09 29 00.B81

31 20 00.L20

03 33 00.P20

03 30 00.N10

03 30 00.C00

1'-11

"12

'-9"

4"4"

09 51 13.A1009 51 13.B20

07 54 23.A0007 54 23.C1207 54 23.C10

RECEIVING103A

LOADING DOCKX101

07 71 00.A00

08 11 13.A20

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

1

A-502A7

A-502C7

A-502E7

A-502E3

SIMOH

1'-11

"12

'-9"

4"4"

12'-9

"

1'-5"

4"2"4"

04 20 00.A0004 20 00.N10

05 12 00.D10

04 20 00.S30

07 71 00.A0006 10 53.A10

07 54 23.A0007 54 23.C1207 54 23.C10

09 29 00.B8007 26 13.A0005 40 00.A0007 21 00.B00

03 30 00.N1003 30 00.C00

03 33 00.P2007 21 00.A1231 20 00.L20

04 20 00.C00

07 21 00.A11

06 10 53.A1009 29 00.B8007 26 13.A0005 40 00.A0007 21 00.B00

03 30 00.C00

31 20 00.L20

04 20 00.A0004 20 00.N1004 20 00.S30

07 27 00.F0006 16 00.G12

07 27 00.F0006 16 00.G12

06 16 00.G12

04 20 00.S12

09 51 13.A10

05 40 00.A00

05 12 00.B10

09 30 00.A31

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

A-503A3 B

07 41 13.A1007 41 13.M1207 41 13.M1307 41 13.N1007 41 13.M4007 41 13.M13

05 31 00.B00

09 29 00.B80

07 26 13.A00

05 40 00.A00

07 21 00.B00

05 31 00.B0007 54 23.B2007 54 23.B91

07 54 23.C10

07 54 23.C1207 54 23.B9007 54 23.A00

09 29 00.B80

05 40 00.A00

08 41 13.B0006 10 53.A10

07 92 00.A50

03 30 00.N1003 30 00.C00

03 33 00.P20

31 20 00.L20

4"4"

12'-9

"2'-

2 1/16

"

3 5/8"3 5/8" 4 1/4" 6"

10'-0

"3"

05 12 00.P11

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

A A-502E3

1'-11

"12

'-9"

4" 2"4"

A-502J9

A-502J7

07 71 00.A00

04 20 00.N10

04 20 00.A00

06 10 53.A10

07 27 00.F00

06 16 00.G12

07 21 00.A11

07 21 00.A12

04 20 00.C00

31 20 00.L20

03 33 00.P20

04 20 00.A0004 20 00.N10

07 21 00.A11

03 30 00.C00

09 29 00.B80

07 26 13.A00

07 21 00.B00

05 40 00.A00

08 41 13.B0008 80 00.A10

2'-9"

6'-0"

4'-0"

04 20 00.R2004 20 00.S30

07 54 23.A0007 54 23.C10

07 26 13.A00

04 20 00.S30

05 12 00.D10

05 31 00.B00

07 54 23.B20

11 1/2"

A-502G7

07 27 00.F0006 16 00.G12

03 30 00.N10

05 31 00.D10

1'-2 3/8"


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

7:58

:46 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

WALL SECTIONS

A-302


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1" = 1'-0"A9 WALL SECTION1'0 2'1/2'SCALE: 1" = 1'-0"A7 WALL SECTION

1'0 2'1/2'SCALE: 1" = 1'-0"A5 WALL SECTION1'0 2'1/2'

03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 30 00.N10 WELDED WIRE FABRIC03 33 00.P20 VAPOR RETARDER (MILLAGE)04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.N10 WALL TIES04 20 00.R20 LAMINATED FLASHING04 20 00.S12 BRICK VENT04 20 00.S30 CAVITY DRAINAGE MATERIAL05 12 00.B10 STEEL BEAM, SEE STRUCTURAL DWGS05 12 00.D10 STEEL ANGLE, SEE STRUCTURAL DWGS.05 12 00.P11 STEEL TUBE. SEE STRUCTURAL DWGS05 31 00.B00 STEEL ROOF DECKING. SEE STRUCTURAL DRAWINGS05 31 00.D10 STEEL ANGLE. SEE STRUCTURAL DRAWINGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 16 00.E14 1/2" EXTERIOR GRADE WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING07 21 00.A00 BOARD INSULATION07 21 00.A11 2" PERIMETER EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A12 2" UNDER SLAB EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 41 13.A10 STANDING SEAM ROOF PANELS07 41 13.M12 SELF ADHERING HIGH TEMPERATURE SHEET07 41 13.M13 1/2" THICK GLASS-MAT GYPSUM SHEATHING BOARD07 41 13.M40 VAPOR RETARDER07 41 13.N10 POLYISOCYANURATE BOARD INSULATION07 42 43.A00 COMPOSITE WALL PANELS07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.B20 VAPOR RETARDER07 54 23.B90 GLASS-MAT GYPSUM COVER BOARD07 54 23.B91 GLASS-MAT GYPSUM SUBSTRATE BOARD07 54 23.C10 POLYISOCYANURATE BOARD INSULATION07 54 23.C12 TAPERED POLYISOCYANURATE BOARD INSULATION07 71 00.A00 COPING07 71 00.D00 GUTTER AND DOWNSPOUT07 92 00.A50 SEALANT AND BACKER ROD08 11 13.A20 HOLLOW METAL FRAME08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 80 00.A10 1" INSULATED GLASS09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 51 13.A10 ACOUSTICAL PANEL09 51 13.B20 WIRE HANGER, BRACE & TIES31 20 00.L20 AGGREGATE BASE COURSE

SCALE: 1" = 1'-0"A3 WALL SECTION1'0 2'1/2'

A9A7

A5 A3

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

1'-0"

9'-4"

3'-5"

1'-11

"

LOADING DOCKX101

08 33 23.A00

09 29 00.B8107 26 13.A00

07 71 00.A0006 10 53.A1005 40 00.A00

07 21 00.B0007 54 23.A0007 54 23.B90

07 54 23.C12

07 54 23.C10

07 54 23.B9107 54 23.B20

05 31 00.B00

04 20 00.A00

07 27 00.F0006 16 00.G12

05 40 00.A00

07 21 00.B00

A-502E3

SIMOPPHAND

2'-0"

1'-8"

8 1/4 "

11 13 00.C00

1

11

04 20 00.N10

11 13 00.B10

05 12 00.D00

03 33 00.P2031 20 00.L20

07 21 00.A11

07 21 00.A1204 20 00.C00

04 20 00.L21

04 20 00.A00

11 13 00.A0005 12 00.C10

06 16 00.G12

2

22 13 19.A11

32 12 16.C10

07 92 00.A5004 20 00.Q40

A-503J4

UPPER LEVEL1012' - 7 1/16"

NEW JOISTBEARING

1025' - 4 1/16"

1

2'-6"

1'-4"

1'-2"

10'-3

"4"

4"

VESTIBULEF103

07 42 43.A00

A-503A5

A-503C5

1'-7"

10"

A-503E5

08 41 13.B0007 71 00.A00

07 41 13.A1007 41 13.L3006 10 53.A10

07 21 00.A00

07 42 43.A00

07 41 13.N10

05 31 00.B00

05 40 00.A00

31 20 00.L20

03 33 00.P2007 21 00.A12

07 21 00.A11

04 20 00.C0004 20 00.L2107 21 00.A15

03 30 00.N10

03 30 00.C0007 92 00.A50

08 41 13.B0008 80 00.A10

06 16 00.E14

06 16 00.E14

09 51 13.B30

1'-5"

09 29 00.B80

08 80 00.A10

(1")

06 16 00.E14

(1 1/2")

09 30 00.A31

09 30 00.A32

UPPER LEVEL1012' - 7 1/16"

04 20 00.A00

04 20 00.C0004 20 00.L21

03 33 00.Q30

03 33 00.Q3003 30 00.C00

31 20 00.L20

4"4"

VARI

ES

8"1'-

4"

1'-3 5/8"

1"

1"

4"

04 20 00.N10

04 72 00.A00

03 30 00.A00

04 72 00.A10

04 20 00.R20

04 72 00.A20(4'-0" OC ENTIRE LENGTHOF WALL)

DRIP

UPPER LEVEL1012' - 7 1/16"

1'-3 5/8"

RECESS3/8"

8"6'-

8"8"

04 20 00.A00

04 20 00.N10

04 20 00.C00

MIN8"

MIN8"

04 20 00.C00

07 71 00.A00

06 10 53.A10

32 12 16.C10

NORTH

-1. APPROXIMATE LOCATION OF EXISTING ELECTRICAL MANHOLE AND VAULT - VERIFY EXACTLOCATION AND EXTENTS IN FIELD

-2. COORDINATE SIZE AND DEPTH OF RECESS WITH MANUFACTURERS INSTALLATIONINSTRUCTIONS


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

7:59

:54 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

WALL SECTIONS

A-303


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1" = 1'-0"A6 WALL SECTION1'0 2'1/2'

03 30 00.A00 CONCRETE FOOTING. SEE STRUCTURAL DWGS.03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 30 00.N10 WELDED WIRE FABRIC03 33 00.P20 VAPOR RETARDER (MILLAGE)03 33 00.Q30 ISOLATION JOINT04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.L21 GROUT SOLID04 20 00.N10 WALL TIES04 20 00.Q40 COMPRESSIBLE FILLER04 20 00.R20 LAMINATED FLASHING04 72 00.A00 CAST STONE MASONRY WALL CAP04 72 00.A10 DOWEL04 72 00.A20 METAL SKATEBOARD DETERRENT05 12 00.C10 STEEL CHANNEL, SEE STRUCTURAL DWGS.05 12 00.D00 STEEL ANGLES05 31 00.B00 STEEL ROOF DECKING. SEE STRUCTURAL DRAWINGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 16 00.E14 1/2" EXTERIOR GRADE WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING07 21 00.A00 BOARD INSULATION07 21 00.A11 2" PERIMETER EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A12 2" UNDER SLAB EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A15 1" EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 41 13.A10 STANDING SEAM ROOF PANELS07 41 13.L30 COPING07 41 13.N10 POLYISOCYANURATE BOARD INSULATION07 42 43.A00 COMPOSITE WALL PANELS07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.B20 VAPOR RETARDER07 54 23.B90 GLASS-MAT GYPSUM COVER BOARD07 54 23.B91 GLASS-MAT GYPSUM SUBSTRATE BOARD07 54 23.C10 POLYISOCYANURATE BOARD INSULATION07 54 23.C12 TAPERED POLYISOCYANURATE BOARD INSULATION07 71 00.A00 COPING07 92 00.A50 SEALANT AND BACKER ROD08 33 23.A00 OVERHEAD COILING DOOR08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 80 00.A10 1" INSULATED GLASS09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 30 00.A32 GLAZED PORCELAIN TILE BULLNOSE09 51 13.B30 EDGE MOLDING/TRIM11 13 00.A00 DOCK BUMPER11 13 00.B10 LOADING DOCK SCISSOR LIFT11 13 00.C00 FOAM - PAD DOCK SEAL22 13 19.A11 FLOOR DRAIN, SEE PLUMBING DRAWINGS31 20 00.L20 AGGREGATE BASE COURSE32 12 16.C10 ISOLATION JOINT

SCALE: 1" = 1'-0"A4 WALL SECTION1'0 2'1/2'SCALE: 1" = 1'-0"A2 WALL SECTION

1'0 2'1/2'

SCALE: 1" = 1'-0"D2 WALL SECTION1'0 2'1/2'

A8

A5

D3

A3

09 29 00.L5009 29 00.L50

A9

A-602

10 44 16.A2009 30 00.L10

28 23 00.A00

26 51 00.A0028 23 00.A0028 23 00.A00

10 44 16.A20

28 23 00.A00

09 30 00.L1009 30 00.L10

1'-10

"

2'-10

"

26 51 00.A00

08 41 13.B0026 51 00.A00

06 40 23.F26

28 23 00.A00

09 30 00.L10

4'-0" 26 51 00.A00

09 30 00.L10

08 41 13.B00

09 30 00.A31

09 30 00.A32

09 30 00.L10

08 41 13.B00

08 71 11.A30

09 30 00.A31

09 30 00.A32

08 32 13.A00

08 41 13.B00

09 29 00.L50

09 29 00.L50

09 30 00.L10

08 71 11.A20

09 30 00.A31

09 30 00.A32

09 30 00.L10

08 71 11.A20

09 30 00.A32

09 30 00.A31

6'-0"

4'-0"

08 32 13.A0008 41 13.B00

08 41 13.B0008 41 13.B00

09 29 00.L50

09 29 00.L50

09 30 00.L10

4'-0"

26 51 00.A00

10'-0

"

06 40 23.F26


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:00

:19 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

INTERIOR ELEVATIONS

A-401


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1/4" = 1'-0"A8 CONVENIENCE STORE ELEVATIONSCALE: 1/4" = 1'-0"A3 CONVENIENCE STORE ELEVATION

SCALE: 1/4" = 1'-0"C6 CONVENIENCE STORE ELEVATION

SCALE: 1/4" = 1'-0"E7 VESTIBULE ELEVATIONSCALE: 1/4" = 1'-0"E5 VESTIBULE ELEVATION

SCALE: 1/4" = 1'-0"E3 VESTIBULE ELEVATIONSCALE: 1/4" = 1'-0"E9 VESTIBULE ELEVATION

SCALE: 1/4" = 1'-0"C3 CONVENIENCE STORE ELEVATION

4'0 8'2'4'0 8'2'

4'0 8'2'

4'0 8'2'4'0 8'2'4'0 8'2'4'0 8'2'

06 40 23.F26 3/4" MDF BOARD SLAT WALL08 32 13.A00 SLIDING ALUMINUM-FRAMED GLASS DOOR08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 71 11.A20 POST MOUNTED PUSH PLATE08 71 11.A30 JAMB MOUNTED PUSH PLATE09 29 00.L50 CONTROL JOINT09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 30 00.A32 GLAZED PORCELAIN TILE BULLNOSE09 30 00.L10 BASE10 44 16.A20 SEMI-RECESSED FIRE EXTINGUISHER CABINET26 51 00.A00 INTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS28 23 00.A00 SURVEILLANCE CAMERA

2'-0"

2'-1"

1'-7" 4'-3"

3'-1 1/2"

7'-5 1

/2"2'-

0"

3'-6"

4'-6"

1'-6"

45.0

0°

A-402C1

A-402

C7

A-402C4A7

A3

A5

A-402

A1

A-402

D10

06 40 23.C20

06 40 23.B11

22 42 00.A00

06 40 23.C20

06 40 23.B11

ALIGN

H5

A-402

H3

A-402

H1

A-402

3'-6"

A-402

F8

A-402

F4

3'-4 1

/4"1 3

/8"2 1

/2"

1'-6 1

/2"

R 4 1/2"

3'-11 1/8" 8 1/8" 8 1/4" 1'-7" 1'-9" 4 1/2"

A-402

A-402F2

F6

06 40 23.C2006 40 23.B11

06 40 23.L15

1

19'-0"

3'-1"

3/4"

1 1/4" 1"

06 40 23.L40

06 40 23.L4006 40 23.L40

1'-3" 1'-0" 8" 8" 1'-7"

6 1/2"

4"

H9

A-402

H7

A-402

R 2

3' -

7 1/

4"

R 1

9' -

10 1

/4"

R 1' - 2 1/4"

R 2' - 10 11/16" R 1'

- 2 1

/4"

6 1/2"

06 40 23.M50

06 40 23.M50

06 40 23.M60

06 40 23.M60

06 40 23.M40

06 40 23.L15 SS-1

4"

3'-3"

3'-0"

2'-7"

1'-5 1

/2"

1'-2 3

/4"

R 1' - 0"R 1' - 10"

H9

A-402

H7

A-402

8"

1'-11

"

8"

4"1'-10"

PL-1

PL-2

SS-1

RB-1

SS-1

EQUIPMENTBY OTHERS

06 40 23.L15

06 40 23.M51

06 40 23.M50

06 40 23.M60

06 40 23.C20 06 40 23.C20

06 40 23.B11

09 65 13.A004"

2'-7"

3'-0"

3'-3"

RB-1

PL-2

PL-1

SS-1

SS-1

06 40 23.L15

06 40 23.C20

06 40 23.C20

06 40 23.B11

09 65 13.A004"

3'-0"

3'-3"

2'-4"

2'-7"

R 1' - 0"

1'-5 1

/2"

R 1' - 6"

H9

A-402

1'-11

"8"

1'-3" 2'-0"

H7

A-402

1"3'-7"2"3'-11"2"1'-0"1"

RB-1

PL-2

SS-1

EQUIPMENTBY OTHERS

SS-1

06 40 23.C20

06 40 23.C20

06 40 23.B11

09 65 13.A00

06 40 23.M22

06 40 23.M50

06 40 23.M51

06 40 23.L15

06 40 23.M60

4"

1'-2 5

/8"

3'-3"

3'-0"

R 3' - 6 3/16"

RB-1

PL-2

SS-1

PL-1

06 40 23.L15

06 40 23.C20

09 65 13.A00

06 40 23.B11

EQUIPMENTBY OTHERS

3 1/2"

1'-10

" 2'-10

"

06 40 23.B11

06 40 23.C20SS-1

09 65 13.A00RB-1

PL-2

3 1/2"

2'-10

"

1'-0"

H5

A-402

H3

A-402

06 40 23.C20

06 40 23.B11

09 65 13.A00RB-1

SS-1

PL-2

3 1/2"

2'-10

"

1'-0"

SS-1PL-1

PL-2

06 40 23.C20

09 65 13.A00RB-1

3 1/2"

2'-10

"

PL-1

PL-2

SS-1

RB-1

06 40 23.C20

09 65 13.A00

2'-10

"4"

3'-10

"

22 42 00.A00 06 40 23.C20SS-1

06 40 23.B11

09 65 13.A00RB-1

ALIG

N

PL-2

H1

A-402

26 51 00.A00

22 42 00.A00

06 40 23.B11

09 65 13.A00RB-1

06 40 23.C2006 40 23.C20SS-1

08 41 13.B00

2'-10

"4"

3'-10

"

06 40 23.F26

PL-2

3 1/2"

2'-10

"

H5

A-402

H3

A-402

1'-10

"

PL-1

SS-1

PL-2

RB-1

22 42 00.A00

06 40 23.C20

09 65 13.A00

06 40 23.F26

3 1/2"

2'-10

"

1'-0"

06 40 23.B1109 65 13.A00 RB-1

06 40 23.C20SS-1

PL-2

4"

1"

8"4"

3'-0"

1/2"

1" 6"

4"

3/4"

8"

3"3"

06 40 23.K21

06 40 23.M22

06 40 23.E00

06 40 23.C20

06 40 23.C20

06 40 23.M60

06 40 23.M50

06 40 23.M51

06 40 23.K21

06 40 23.L15

09 65 13.A10

1'-1"

1'-11

"COORDINATE DRAINHOOK-UP WITHPLUMBING DWGS

1 1/2"

1'-5"

3 1/2"

1'-10

"1'-

0"

3 1/2"1'-4"3 1/2"

06 40 23.M2206 40 23.K21

09 65 13.A00

06 10 53.A1006 40 23.K2109 65 13.A00

ADJUSTABLESHELVING

06 40 23.C20SS-1

RB-1RB-1

1/2"1/2"

1 1/2"

2'-5"

3 1/2"

2'-10

"

3 1/2"1'-4"3 1/2"

06 40 23.E0006 40 23.K21

06 40 23.M22

06 40 23.K21

09 65 13.A00

09 65 13.A00

ADJUSTABLESHELVING

06 40 23.C20SS-1

RB-1

RB-1

3 1/2"1'-3"

06 10 53.A10

09 30 00.A31

09 29 00.B80

06 40 23.K21

06 40 23.K21

06 40 23.M22

06 10 53.A10

4"

1 1/2"

2'-5"

3 1/2"

2'-10

"

09 65 13.A00

ADJUSTABLESHELVING

06 40 23.C20

RB-1

SS-1

1"

4"

3'-0"

3"3"

06 40 23.K21

06 40 23.M22

06 40 23.E00

06 40 23.C20

06 40 23.M40

06 40 23.K21

06 40 23.L15

09 65 13.A10

3'-0"


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:01

:12 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


LLR / JDW

JRL

2010.039

CUSTOMER SERVICE &COFFEE BAR PLANSAND ELEVATIONS

A-402


REFERENCE KEYNOTES

SCALE: 1/2" = 1'-0"A10 CUSTOMER SERVICE COUNTER PLAN2'0 4'3'1'

SCALE: 1/2" = 1'-0"F10 COFFEE BAR PLAN2'0 4'3'1'SCALE: 1/2" = 1'-0"F8 COFFEE BAR SOUTH ELEVATION

2'0 4'3'1'SCALE: 1/2" = 1'-0"F6 COFFEE BAR WEST ELEVATION2'0 4'3'1'SCALE: 1/2" = 1'-0"F4 COFFEE BAR NORTH ELEVATION

2'0 4'3'1'SCALE: 1/2" = 1'-0"F2 COFFEE BAR EAST ELEVATION2'0 4'3'1'

06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 40 23.B11 PLASTIC LAMINATE BASE CABINET06 40 23.C20 SOLID SURFACE COUNTERTOP06 40 23.E00 WOOD BLOCKING06 40 23.F26 3/4" MDF BOARD SLAT WALL06 40 23.K21 3/4" PLYWOOD WITH PLASTIC LAMINATE ON EXPOSED SURFACES06 40 23.L15 RESIN DIVIDER, 3form - 3/8" 'VARIA ECORESIN'06 40 23.L40 GROMMET06 40 23.M22 HAFELE CABINET PULLS, 126-22-909 OR SIMILAR (SILVER)06 40 23.M40 TRASH OPENING WITH STAINLESS STEEL PREFORMED COLLAR AND RING06 40 23.M50 STAINLESS STEEL PREFORMED GRATE WITH DRAIN06 40 23.M51 STAINLESS STEEL SIDES AND BOTTOM06 40 23.M60 ADJUSTABLE CUP DISPENSER, SAN JAMAR C5450SM08 41 13.B00 ALUMINUM-FRAMED STOREFRONT09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 65 13.A00 RESILIENT WALL BASE09 65 13.A10 VINYL COVE BASE (SIZE)22 42 00.A00 PLUMBING FIXTURE, SEE PLUMBING DRAWINGS26 51 00.A00 INTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

SCALE: 1/2" = 1'-0"A7 CUSTOMER SERVICE COUNTER SOUTH ELEVATION2'0 4'3'1'SCALE: 1/2" = 1'-0"A5

CUSTOMER SERVICE COUNTERWEST ELEVATION

2'0 4'3'1'

SCALE: 1/2" = 1'-0"C7CUSTOMER SERVICE COUNTERNORTH ELEVATION

2'0 4'3'1'

SCALE: 1/2" = 1'-0"D10CUSTOMER SERVICE COUNTERNORTHEAST ELEVATION

2'0 4'3'1'

SCALE: 1/2" = 1'-0"A3WORK COUNTERNORTH ELEVATION

2'0 4'3'1'

SCALE: 1/2" = 1'-0"C1 WORK COUNTER EAST ELEVATION2'0 4'3'1'SCALE: 1/2" = 1'-0"C4 CUSTOMER SERVICE COUNTER EAST ELEVATION

SCALE: 1/2" = 1'-0"A1CUSTOMER SERVICE COUNTERSOUTHWEST ELEVATION

2'0 4'3'1'

2'0 4'3'1'

SCALE: 1" = 1'-0"H9 COFFEE BAR SECTION1'0 2'1/2'SCALE: 1" = 1'-0"H5

CUSTOMER SERVICECOUNTER SECTION

SCALE: 1" = 1'-0"H3CUSROMER SERVICECOUNTER SECTION

SCALE: 1" = 1'-0"H1CUSTOMER SERVICECOUNTER SECTION

1'0 2'1/2' 1'0 2'1/2' 1'0 2'1/2' SCALE: 1" = 1'-0"H7 COFFEE BAR SECTION1'0 2'1/2'

SHEET KEYNOTES

1. PROVIDE & LOCATE GROMMET(S) AS REQUIRED PER EQUIPMENT MANUFACTURER.

1

08 41 13.B00

07 21 00.B00

08 80 00.A10

(PAINT)

07 21 00.B00

A.1

10"

1'-3"

4 1/2"

4 1/2" 05 12 00.A10

2

A

10 3/8"

5/8" 6" 5/8" 2 1/2" 5/8"

5/8"

2 1/2 "

5/8"

6"

5/8"

1 1/2 "2"

3 5/8 "

11 1/

2"

1'-0"

09 29 00.B80

05 40 00.A00

07 26 13.A0009 29 00.B80

05 40 00.A0005 40 00.A00

07 21 00.B00

07 92 00.B1008 41 13.M10

07 92 00.A5007 92 00.A50

06 10 53.A10

04 20 00.S21

07 27 00.F00

04 20 00.A00

06 16 00.G12

04 20 00.A0007 27 00.F0006 16 00.G12

05 40 00.A0005 40 00.A00

05 12 00.A10

07 21 00.B00

09 29 00.B8109 29 00.B81

08 41 13.B00

A.109 30 00.A31

5

A

06 16 00.G12

09 29 00.B8107 26 13.A00

07 26 13.A00

07 27 00.F00

04 20 00.A00

05 40 00.A00

07 21 00.B00

05 40 00.A00

04 20 00.A0007 27 00.F0006 16 00.G1205 12 00.B10

04 20 00.N10

05 40 00.A0007 21 00.B00

09 29 00.B8105 40 00.A00

22 14 16.A00

T5

6 3/4"

5/8"

1 1/4"

11 22 00.B00

04 20 00.A00

06 16 00.G12

05 40 00.A00

1

D

TYP

1"

6"

04 20 00.S2107 92 00.A50

6"

FACE OFBRICK

FACE OFBRICK

07 21 00.B00(FILL CAVITY)

05 12 00.B10

07 27 00.F00

6"5/8"

6"

5/8" 1 1/2"

2" 3 5/8"

07 21 00.B00

07 26 13.A00

05 40 00.A00

09 29 00.B80

33

4

1

D

09 21 16.23.B22

09 21 16.23.H10

09 29 00.B8005 40 00.A00

5/8"

1'-8"

05 12 00.A10

31

DTYP1"

05 12 00.B10

05 40 00.A00

09 29 00.B80

5/8"

3 5/8 "

5/8"6"

33

21

D

05 40 00.A00

05 40 00.A10

05 40 00.A10

08 32 13.A00

09 29 00.B8009 29 00.B80

05 40 00.A00

05 40 00.A00

09 29 00.B81

05 40 00.A0009 29 00.B81

09 29 00.B81 09 29 00.B81

08 80 00.A10

5 3/16" 6 15/16" 5 3/16"

5/8" 6" 5 3/8" 4 5/8"

5/8"

1

333

10 26 00.A00

09 30 00.A31

09 30 00.A31

1

1

D07 92 00.A5004 20 00.S21

04 20 00.A0007 27 00.F0006 16 00.G1207 21 00.B00

05 40 00.A00

1

1

1

1

1

WOOD CHAIR RAILWOOD BASE BELOW

TIN WAINSCOT BELOW

5/8" THICK GYPSUM WALLBOARD

3/4" AIR SPACE WITH BLOCKING

08 11 13.A2007 92 00.B10

07 92 00.B10

09 29 00.B8105 40 00.A00

NEW WOOD TRIM (FIRERETARDANT) FINISH TOMATCH EXISTING

2 HR

FIRE WALL

06 10 53.A10(FIRE RETARDANT)

333

09 30 00.A31

05 40 00.A0009 29 00.B81

05 12 00.A10

09 30 00.A31

3 5/8" 2"

1 1/2" 5/8"6"

5/8"8 1/8"

5/8"

5/8"

1 1/2"5"

1

B

04 20 00.A0007 27 00.F0006 16 00.G12

05 40 00.A00

09 29 00.B8007 26 13.A00

5"7" 10"

04 20 00.S2107 92 00.A5008 41 13.B00

07 92 00.B1007 92 00.A5008 41 13.M10

06 10 53.A10

07 21 00.B00

1'-7"

09 29 00.B8007 26 13.A00

05 12 00.A1005 40 00.A00

06 10 53.A10

07 92 00.A50

08 41 13.B00

07 92 00.A5008 41 13.M10

08 80 00.A10

09 29 00.B80

07 26 13.A0005 40 00.A00

09 30 00.A31

09 30 00.A31

2

B07 92 00.A50

08 41 13.B00

09 29 00.B81

06 10 53.A10

05 40 00.A00

05 12 00.A10

08 41 13.M1007 92 00.A5008 41 13.B0007 92 00.A50 07 92 00.A50

08 41 13.M10

09 29 00.B8005 40 00.A00

05 40 00.A0009 29 00.B80

09 29 00.B80

05 40 00.A00

5/8" 6"

5/8"

2 1/2" 5/8"

5/8"

2'-6 1

/4"7/8

"6"

5/8"

5/8" 4 1/4" 1'-5 3/4" 6" 5/8"

10 26 00.A00

10 26 00.A00

09 30 00.A31

05 12 00.A10


-2. INFILL OPENING AT DEMOLISHED WINDOW / DOOR TO MATCH EXISTING ADJACENTCONSTRUCTION

-3. DO NOT SECURE STUDS TO EXISTING CONSTRUCTION

-22. REACH-IN PASS THRU REFRIGERATOR - SEE SHEET A-105

-

-

24. WALK-IN COOLER - SEE SHEET A-105

25. WALK-IN FREEZER - SEE SHEET A-105

2

C

09 29 00.B80

09 29 00.B81

09 29 00.B81

09 29 00.B81

05 40 00.A1008 32 13.A00

05 40 00.A10

05 40 00.A1005 40 00.A00

06 10 53.A10

05 40 00.A00

05 40 00.A10

08 41 13.B00

07 92 00.A50

08 41 13.M10

08 80 00.A10

4 1/2" 3/8"

5 3/16" 6 15/16" 5 3/16"

7 1/4"

10 3/

4"

1'-0" 5 1/4"

10 26 00.A00

09 30 00.A31

09 30 00.A31

09 30 00.A31

7

A.5

07 92 00.B1005 40 00.A0009 29 00.B8107 26 13.A00

08 11 13.A2007 92 00.A50

07 92 00.A5004 20 00.S21

04 20 00.S2104 20 00.A00

04 20 00.C0004 20 00.A00

07 92 00.A5007 21 00.B0006 16 00.G1207 27 00.F00

1'-8"

1 1/2"

2" 3 5/8"

04 20 00.A00

07 27 00.F0006 16 00.G12

07 92 00.A5008 11 13.A20

04 20 00.S21

09 29 00.B8107 26 13.A00

05 40 00.A00

07 21 00.B00

07 92 00.B10

5/8" 6"

5/8" 1 1/2"

2" 3 5/8"

5/8" 6"

5/8" 1 1/2"

2" 3 5/8"

1/2"

6 1/8"

08 11 13.A20

09 29 00.B8005 40 00.A00

07 92 00.A5009 29 00.B8107 92 00.A50

07 92 00.B1007 92 00.B10

22

06 64 00.A00

06 64 00.B00

07 92 00.A501/2"

09 29 00.B80

05 40 00.A00

09 29 00.B81

24

(4' - 0" HIGH - EXTENDTO JAMB OF DOOR103AA)

09 29 00.B8007 92 00.A50

05 40 00.A001

25

08 33 23.L20

08 33 23.L60

04 20 00.A0007 27 00.F0006 16 00.G12

04 20 00.Q40

06 10 53.A10

06 10 53.A10

07 26 13.A00

05 40 00.A00

09 29 00.B80

07 21 00.B00

05 40 00.A10

08 33 23.L5007 92 00.A5004 20 00.Q40

07 92 00.B10

07 92 00.B10

11 13 00.C00

07 21 00.B00

4

A

5/8"

3 5/8" 6" 6 1/2" 3 5/8"

5/8"

5/8"

3 5/8"

1'-9 1

/2"7 7

/8"

07 42 43.A0006 16 00.E14

07 21 00.A15(3 LAYERS)

07 26 13.A0006 16 00.E1405 40 00.A00

07 92 00.A5007 42 43.B0007 92 00.B10

07 42 43.B20

07 42 43.A0007 92 00.B10

06 10 53.A10

08 41 13.B0008 41 13.M1006 16 00.G1207 92 00.A5009 29 00.B80

08 80 00.A10

07 21 00.B0007 26 13.A00

05 40 00.A00

09 29 00.B8007 26 13.A00

07 92 00.A5008 41 13.B0008 41 13.M10

07 92 00.A50

07 21 00.B0005 40 00.A00

07 42 43.A00


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:08

:43 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

PLAN DETAILS

A-501


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1 1/2" = 1'-0"A9 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"F5 PLAN DETAIL

04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.N10 WALL TIES04 20 00.Q40 COMPRESSIBLE FILLER04 20 00.S21 PREMOLDED COMPRESSIBLE FILLER05 12 00.A10 STEEL COLUMN, SEE STRUCTURAL DWGS.05 12 00.B10 STEEL BEAM, SEE STRUCTURAL DWGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING05 40 00.A10 GUSSET PLATE06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 16 00.E14 1/2" EXTERIOR GRADE WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING06 64 00.A00 GLASS - FIBER REINFORCED PLASTIC PANEL06 64 00.B00 VINYL TRIM07 21 00.A15 1" EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 42 43.A00 COMPOSITE WALL PANELS07 42 43.B00 EXTRUDED ALUMINUM CLIP07 42 43.B20 OUTSIDE CORNER CLIP07 92 00.A50 SEALANT AND BACKER ROD07 92 00.B10 ELASTOMERIC JOINT SEALANT08 11 13.A20 HOLLOW METAL FRAME08 32 13.A00 SLIDING ALUMINUM-FRAMED GLASS DOOR08 33 23.L20 JAMB GUIDES08 33 23.L50 12 GAUGE CHANNEL FRAME08 33 23.L60 WEATHERING08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 41 13.M10 SHIM08 80 00.A10 1" INSULATED GLASS09 21 16.23.B13 1" THICK LINER PANEL09 21 16.23.B22 2 LAYERS 5/8" GYPSUM WALLBOARD09 21 16.23.H10 STEEL STUD (SIZE)09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT10 26 00.A00 CORNER GUARD11 13 00.C00 FOAM - PAD DOCK SEAL11 22 00.B00 WALK IN FREEZER UNIT22 14 16.A00 RAINWATER CONDUCTOR. SEE PLUMBING DRAWINGS

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"H9 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"A7 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"C9 PLAN DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"C7 PLAN DETAIL

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"H7 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"A4 PLAN DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"A2 PLAN DETAIL

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"C4 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E7 PLAN DETAIL1/2'0 1 1/2'1'

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"J5 PLAN DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"J3 PLAN DETAIL

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"C2 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E2 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"G2 PLAN DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"J1 OVERHEAD DOOR JAMB1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E9 PLAN DETAIL

A

04 20 00.A00

07 27 00.F00

06 16 00.G12

07 26 13.A00

07 92 00.A50

05 12 00.D10

04 20 00.N10

04 20 00.R30

04 20 00.R20

04 20 00.S30

04 20 00.S10

(PAINT)

1 1/2"

2" 3 5/8"

11 1/2"

04 20 00.S40

04 20 00.S50

06 10 53.A10

07 42 43.B00

07 42 43.A0007 92 00.B10

07 26 13.A0009 29 00.B8007 26 13.A00

07 21 00.B00

07 26 13.A00

07 21 00.B00

06 16 00.E14

06 16 00.E1407 21 00.A15 (3 LAYERS)

05 40 00.A0006 10 53.A10

09 29 00.L44

09 22 16.G1209 22 16.G13

NEW JOISTBEARING

1025' - 4 1/16"

5

MIN

8"

05 40 00.A00

09 29 00.B81

07 21 00.B00

07 92 00.A5007 92 00.A5005 31 00.B00

07 21 00.G00

07 71 00.A0006 10 53.A10

06 16 00.G12

05 40 00.A00

07 71 00.A10

07 54 23.B81

1'-11

"

07 54 23.A0007 54 23.B3007 54 23.B90

07 54 23.B91

07 54 23.B20

07 54 23.C1207 54 23.C1007 54 23.B20

RECEIVING103A

LOADING DOCKX101

05 40 00.A00

09 29 00.B80

05 12 00.B10

5/8" 1" 5" 5/8"

A

04 20 00.A0004 20 00.N1007 92 00.B10

08 41 13.M20

07 27 00.F00

06 16 00.G12

09 29 00.B8007 54 23.B2005 40 00.A0007 21 00.B00

11 1/2"

5/8" 6"

5/8"

5/8" 6"

5/8" 1 1/2"

2" 3 5/8"

07 42 43.B00

07 92 00.A5007 92 00.B10

07 42 43.A0006 16 00.E14

07 21 00.A15

06 16 00.E14

07 26 13.A00

(3 LAYERS)

UPPER LEVEL1012' - 7 1/16"

104 20 00.R3004 20 00.R20

09 29 00.B8007 26 13.A00

05 40 00.A00

07 21 00.B0006 16 00.G1207 27 00.F00

03 30 00.N1003 30 00.C00

04 20 00.A00

04 20 00.S3004 20 00.S10

04 20 00.S50

04 20 00.Q40

07 21 00.A11

31 20 00.L20

03 30 00.C00

03 33 00.P2007 21 00.A1231 20 00.L20

07 21 00.A11

09 30 00.A31

1

04 20 00.A0004 20 00.N10

05 40 00.A0009 29 00.B80

07 26 13.A0007 21 00.B00

06 10 53.A10

08 41 13.B0007 92 00.A50

08 41 13.M10

06 40 23.C42

08 80 00.A10

07 92 00.A50

07 27 00.F0006 16 00.G12

04 20 00.S5004 20 00.R20

1"

8 1/8" 5/8" 6"5/8"

2 5/8"

04 20 00.S10

04 72 00.B004 7

/8" 1/2"

4 3/8"

2"

DRIP09 30 00.A31

1

04 20 00.A0004 20 00.N1007 27 00.F0006 16 00.G12

09 29 00.B1207 26 13.A00

05 40 00.A0007 21 00.B00

09 51 13.A10

06 10 53.A10

08 41 13.M1007 92 00.A5007 92 00.B10

08 41 13.B0008 80 00.A10

04 20 00.R3004 20 00.R2004 20 00.S3004 20 00.S40

05 12 00.D1007 92 00.A50

04 20 00.S50

04 20 00.S10

1'-5"

NEW JOISTBEARING

1025' - 4 1/16"

A

07 71 00.A00

06 10 53.A10

04 20 00.N1004 20 00.A0007 27 00.F0006 16 00.G12

07 26 13.A00

09 29 00.B1207 21 00.B00

05 31 00.B0007 21 00.G00

07 54 23.B20

06 10 53.A1006 10 53.A10

07 54 23.A0007 54 23.B81

06 16 00.G12

07 54 23.B9007 54 23.C12 04 20 00.S12

07 71 00.A10

07 71 00.A20

07 54 23.B91

11 1/2"

5/8"

7 1/2"

5/8" 1 1/2"

2" 3 5/8"

1'-11

"

05 31 00.D10

A

08 41 13.B0008 41 13.M10

06 16 00.G12

07 27 00.F00

04 20 00.A00

04 20 00.S1004 20 00.N10

08 41 13.M20

07 92 00.A50

08 80 00.A1007 92 00.A5007 92 00.B10

09 29 00.B80

05 40 00.A0006 10 53.A10

07 26 13.A0007 21 00.B00

2"

07 92 00.B10

06 40 23.C42

11 1/2"

7 1/8"

A

07 21 00.B00

05 40 00.A00

07 26 13.A00

08 41 13.M10

07 92 00.B10

07 92 00.A50

07 92 00.A5008 41 13.B0008 80 00.A10

05 12 00.D10

04 20 00.R20

07 27 00.F0006 16 00.G12

04 20 00.S30

04 20 00.S10

(PAINT)

04 20 00.R30

04 20 00.S40

04 20 00.S50

09 29 00.B80

09 29 00.B80

09 22 16.G1209 22 16.G13

09 29 00.L44

06 10 53.A10

UPPER LEVEL1012' - 7 1/16"

A

MIN

8" C

OVER

09 29 00.B8007 26 13.A0005 40 00.A0007 21 00.B00

03 33 00.P2003 30 00.C00

03 33 00.P2031 20 00.L2007 21 00.A1207 21 00.A1104 20 00.C00

04 20 00.A00

04 20 00.R3004 20 00.R20

07 27 00.F0006 16 00.G12

04 20 00.S5004 20 00.S10

07 21 00.A11

NEW JOISTBEARING

1025' - 4 1/16"

D

111

8" M

IN

6" 1" 1'-0 3/8" +/- 1" 6"

3'-2"

09 21 16.23.B13

06 10 53.A10

09 21 16.23.B22

07 21 00.B00

09 21 16.23.H12

07 54 23.B50

07 54 23.B81

07 54 23.A00

07 54 23.B90

07 54 23.C1007 54 23.B91

07 54 23.B2005 31 00.B00

07 54 23.C12

07 54 23.B7007 54 23.B30

07 54 23.B5107 54 23.B51

07 54 23.B70

07 54 23.B30

07 54 23.B50

07 54 23.A00

07 54 23.B81

LOUVERED GRAVITYINTAKE - SEE MECHANICALDRAWINGS2 H

R (U

437)

SHAF

T W

ALL

2 HR

(U43

7)SH

AFT

WAL

L

05 31 00.D10

UPPER LEVEL1012' - 7 1/16"

D

11

5" +/-

6"

4"

09 21 16.23.H22

2 HR (U

437)

SHAFT WALL

09 21 16.23.B2207 21 00.B00

03 30 00.C0003 30 00.N10

31 20 00.L20

03 33 00.P2003 30 00.Q4003 30 00.B00

07 92 00.A50

09 21 16.23.B13

UPPER LEVEL1012' - 7 1/16"

03 30 00.C00(RAMP LANDING)

31 20 00.L20

03 33 00.P20

07 21 00.A1131 20 00.L20

04 20 00.C00

03 30 00.Q4007 92 00.A50

07 92 00.A5008 71 11.A00(THERMALLY BROKEN SILL)07 92 00.B1007 21 00.A10(1")

03 30 00.N10


NEW JOISTBEARING

1025' - 4 1/16"

D

1

07 54 23.A00

07 54 23.B8107 54 23.B9007 54 23.C12

07 54 23.C1007 54 23.B9107 54 23.B20

07 21 00.G00

05 40 00.A0009 29 00.B80

07 92 00.A5005 31 00.B00

1

05 31 00.D10

05 40 00.A0009 29 00.B80

2'-0"

2"

1'-2"

05 75 00.A40

05 75 00.A20

05 75 00.A10

05 75 00.A30

05 75 00.A60

05 75 00.A50

05 75 00.A60

1

1

1

(WINDOW)

(BRICK)

(CMU)

10' -

3" A

FF

10' -

0" A

FF

(PAINT)

A2'-0"

1'-2"

10' -

3" A

FF

2"

05 40 00.A00

09 29 00.B8007 26 13.A00

07 92 00.B1009 29 00.B80

07 92 00.A5008 41 13.M1008 41 13.B00

04 20 00.A00

07 92 00.A5004 20 00.S21

06 16 00.G1207 27 00.F00

05 12 00.D10

07 92 00.A5004 20 00.R20

07 92 00.A5004 20 00.S21

05 75 00.A3005 75 00.A2005 75 00.A10 04 20 00.S50

06 10 53.A10


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:13

:56 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

SECTION DETAILS

A-502


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 1 1/2" = 1'-0"G9 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"A9 SECTION DETAIL1/2'0 1 1/2'1'

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"D9 SECTION DETAIL1/2'0 1 1/2'1'

03 30 00.B00 CONCRETE FOUNDATION WALL03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 30 00.N10 WELDED WIRE FABRIC03 30 00.Q40 COMPRESSIBLE FILLER03 33 00.P20 VAPOR RETARDER (MILLAGE)04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.N10 WALL TIES04 20 00.Q40 COMPRESSIBLE FILLER04 20 00.R20 LAMINATED FLASHING04 20 00.R30 TERMINATION BAR04 20 00.S10 WEEP/VENT TUBING04 20 00.S12 BRICK VENT04 20 00.S21 PREMOLDED COMPRESSIBLE FILLER04 20 00.S30 CAVITY DRAINAGE MATERIAL04 20 00.S40 END DAM04 20 00.S50 STAINLESS STEEL DRIP EDGE04 72 00.B00 CAST STONE MASONRY SILL05 12 00.B10 STEEL BEAM, SEE STRUCTURAL DWGS05 12 00.D10 STEEL ANGLE, SEE STRUCTURAL DWGS.05 31 00.B00 STEEL ROOF DECKING. SEE STRUCTURAL DRAWINGS05 31 00.D10 STEEL ANGLE. SEE STRUCTURAL DRAWINGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING05 75 00.A10 RECTANGULAR TUBE FASCIA05 75 00.A20 RECTANGULAR TUBE BLADE05 75 00.A30 ALUMINUM PLATE OUTRIGGER05 75 00.A40 ALUMINUM 'T' MOUNTING BRACKET05 75 00.A50 MOUNTING PLATE05 75 00.A60 ISOLATION SHIM PLATE06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 16 00.E14 1/2" EXTERIOR GRADE WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING06 40 23.C42 SOLID SURFACE SILL07 21 00.A10 EXTRUDED-POLYSTYRENE BOARD INSULATION (THICKNESS)07 21 00.A11 2" PERIMETER EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A12 2" UNDER SLAB EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A15 1" EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 21 00.G00 FLUTE INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 42 43.A00 COMPOSITE WALL PANELS07 42 43.B00 EXTRUDED ALUMINUM CLIP07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.B20 VAPOR RETARDER07 54 23.B30 SHEET FLASHING07 54 23.B50 LAP SEALANT07 54 23.B51 SEALANT07 54 23.B70 METAL TERMINATION BAR07 54 23.B81 CANTS07 54 23.B90 GLASS-MAT GYPSUM COVER BOARD07 54 23.B91 GLASS-MAT GYPSUM SUBSTRATE BOARD07 54 23.C10 POLYISOCYANURATE BOARD INSULATION07 54 23.C12 TAPERED POLYISOCYANURATE BOARD INSULATION07 71 00.A00 COPING07 71 00.A10 SPLICE PLATE07 71 00.A20 HOLD DOWN CLEAT07 92 00.A50 SEALANT AND BACKER ROD07 92 00.B10 ELASTOMERIC JOINT SEALANT08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 41 13.M10 SHIM08 41 13.M20 EXTRUDED ALUMINUM SILL FLASHING08 71 11.A00 DOOR HARDWARE08 80 00.A10 1" INSULATED GLASS09 21 16.23.B13 1" THICK LINER PANEL09 21 16.23.B22 2 LAYERS 5/8" GYPSUM WALLBOARD09 21 16.23.H12 6" STEEL STUD09 21 16.23.H22 6" STEEL RUNNER09 22 16.G12 CHANNEL MOLDING09 22 16.G13 TEE09 29 00.B12 5/8" INTERIOR GYPSUM WALLBOARD09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.L44 1/2" EXTRUDED ALUMINUM 'F' REVEAL MOLDING - FRY REGLET09 30 00.A31 GLAZED PORCELAIN TILE WAINSCOT09 51 13.A10 ACOUSTICAL PANEL31 20 00.L20 AGGREGATE BASE COURSE


SCALE: 1 1/2" = 1'-0"C7 SECTION DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E7 SECTION DETAIL1/2'0 1 1/2'1'1/2'0 1 1/2'1'

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E3 SECTION DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"J9 TYPICAL SILL DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"J7 TYPICAL HEAD DETAIL

SCALE: 1 1/2" = 1'-0"G7 SECTION DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"E5 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"C5 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"H3 SECTION DETAIL1/2'0 1 1/2'1' SCALE: 1 1/2" = 1'-0"H5 SECTION DETAIL

1/2'0 1 1/2'1'


1/2'0 1 1/2'1'


1/2"

09 51 13.A10

COOLER RECEIVING103A

05 40 00.A00

09 51 13.B20

11 22 00.A00

09 29 00.B80

07 92 00.A50

2

2"1'-

8"1'-

2"7'-

2" A

FF

09 29 00.B80

05 40 00.A00

09 22 16.B30

05 40 00.B20

05 40 00.B00

05 40 00.B1005 40 00.B10

05 40 00.B20

05 40 00.A00

05 40 00.A00

05 40 00.A0009 29 00.B80

08 32 13.A00

07 92 00.A5007 92 00.A50

08 41 13.B00

07 92 00.A5008 41 13.M10

07 92 00.A5008 80 00.A10

07 92 00.A5008 41 13.M10

07 92 00.A50

09 51 13.A10

09 29 00.B80

09 29 00.B80

1'-0" 5 1/4"

5 3/16" 6 15/16" 5 3/16"

4 1/2" 3/4"

08 32 13.C00

09 29 00.L44

09 22 16.G12

09 29 00.B80

UPPER LEVEL1012' - 7 1/16"

2

08 32 13.A00

08 32 13.B00

09 30 00.A1009 30 00.A10

31 20 00.L2003 33 00.P2003 30 00.N10

03 30 00.C00

4"4"

D

11 22 00.A00

09 29 00.B80

05 40 00.A00

04 20 00.C00(INFILL DEMOLISHEDWINDOW OPENINGS)

3'-4"

+/-

11

2

5/8" 6"


-2. DO NOT SECURE NEW METAL STUD CONSTRUCTION TO EXISTING ADJACENT WALLCONSTRUCTION.

UPPER LEVEL1012' - 7 1/16"

1

31 20 00.L2003 33 00.P20

07 21 00.A12

07 21 00.A11

04 20 00.C00

03 30 00.N1003 30 00.C00

07 92 00.A50

08 41 13.M1008 41 13.M50

08 80 00.A1007 92 00.A50

07 92 00.A5007 21 00.A15(2'-0" DEEP)

31 20 00.L20

03 30 00.C00

BRICK VENEERBEYOND

LINE OFFOUNDATIONBEYOND

1

07 42 43.A0007 26 13.A00

07 25 00.A10

07 42 43.A00

07 92 00.A50

08 41 13.M1008 41 13.B0007 92 00.A5006 10 53.A10

08 41 13.M50

06 16 00.E14

08 80 00.A10

06 16 00.E14

05 40 00.A00

07 92 00.A5007 42 43.A00

07 42 43.A00

08 41 13.M1008 41 13.B00

06 10 53.A1007 92 00.A5007 42 43.A0007 26 13.A00

3" 10"1'-1"

1'-6"

1'-2"

10' -

3" A

FF

(FILL CAVITY)07 21 00.B00

05 12 00.P11

06 10 53.A10

107 41 13.A1007 41 13.M1207 41 13.M13

1'-7"

07 41 13.L3007 41 13.L31

07 41 13.L32

06 10 53.A10

07 42 43.A0006 16 00.E14

07 21 00.A00

05 12 00.D10

05 31 00.B00

07 92 00.A5008 41 13.B0008 41 13.M10

07 42 43.A0006 16 00.E1407 21 00.A00

07 25 00.A1006 16 00.E14

07 26 13.A00

05 40 00.A00

06 10 53.A10

07 92 00.A50

07 21 00.G0007 41 13.M1307 41 13.N10

06 10 53.A10

07 42 43.B00

07 92 00.B10

07 92 00.B10

07 42 43.B10

1'-0"

07 42 43.B20

09 29 00.B81

(1 1/2")

A

1'-0"

3'-0"

08 41 13.B0007 92 00.A50

08 41 13.M10

06 10 53.A1009 29 00.B8107 92 00.A50

05 40 00.A00

07 21 00.B0007 26 13.A00

05 31 00.B0007 21 00.G0006 10 53.A10

07 42 43.A0006 16 00.E14

07 21 00.A00

07 25 00.A1006 16 00.E14

08 80 00.A10

07 41 13.M13

07 41 13.N1007 41 13.M1307 41 13.M1207 41 13.A10

06 10 53.A10

07 42 43.B10

07 42 43.B00

07 42 43.A0006 16 00.E14

05 31 00.D10

07 41 13.L3007 41 13.L2407 41 13.L31

06 10 53.A10

07 92 00.B10

07 92 00.B1007 92 00.B10

07 42 43.B20

(1 1/2")

A.1

NEW JOISTBEARING

1025' - 4 1/16"

B

1'-1 7/8"

07 41 13.N1007 41 13.M40

07 41 13.M1305 31 00.B00

07 41 13.M12

07 41 13.A10

06 10 53.A10

05 40 00.A00

07 21 00.B0007 26 13.A00

09 29 00.B81

07 42 43.B00

07 41 13.L24

07 42 43.A00

07 42 43.B0007 92 00.A50

07 71 00.D0006 16 00.E14

07 21 00.A00

06 16 00.E14

07 62 00.A0007 92 00.B10

07 54 23.B7007 54 23.A0007 54 23.B81

07 54 23.D1007 54 23.B90

07 54 23.C1207 54 23.C1007 54 23.B2007 54 23.B91

09 29 00.B81

05 40 00.A0005 40 00.A00

06 10 53.A10

09 29 00.B81

07 92 00.A5008 41 13.M1008 41 13.B00

07 92 00.A50

08 80 00.A10

09 29 00.B81

10' -

3" A

FF

MIN4"

09 51 13.A10

2'-6"

07 92 00.B10

1'-9"

TO

BOT.

COM

POSI

TE P

ANEL

3 5/8" 3 5/8" 10 1/4"

5/8"

05 12 00.B10

NEW JOISTBEARING

1025' - 4 1/16"

2

07 26 13.A0009 29 00.B81

05 40 00.A00

07 21 00.B00

05 31 00.B0007 21 00.G00

05 31 00.B0007 21 00.G0007 41 13.M13

07 41 13.A1007 41 13.M1207 41 13.M1307 41 13.N10

06 10 53.A1007 41 13.L32

07 41 13.L3007 42 43.B00

07 92 00.B10

07 42 43.A0006 16 00.E14

07 42 43.B2005 12 00.D10

07 92 00.B10

07 41 13.M40

07 21 00.A0007 42 43.A00

07 42 43.B1007 92 00.B10

07 54 23.B2007 54 23.B9107 54 23.C1007 54 23.C12

07 54 23.B9007 54 23.B81

07 54 23.A00

06 16 00.E1407 21 00.A00

06 16 00.E1407 25 00.A10

07 54 23.B7007 92 00.B1007 62 00.A0007 92 00.A5007 42 43.B0007 92 00.B10

1'-9"

TO

BOT.

COM

POSI

TE P

ANEL

09 29 00.B8105 40 00.A00

(1 1/2")

(1 1/2")07 21 00.B00

1'-0"

07 46 00.A8207 46 00.A83

06 16 00.E14

07 21 00.A1505 31 00.B00

07 42 43.B00

07 42 43.A0007 92 00.B10

07 42 43.B20

07 42 43.A0007 92 00.B10

07 42 43.B00

07 62 00.A00

06 10 53.A10

07 92 00.B10

06 10 53.A1006 16 00.E14

07 41 13.A1007 41 13.M1207 41 13.M1307 41 13.N1007 41 13.M13

07 71 00.D00

07 54 23.D10

1'-0"

07 41 13.L30

07 42 43.B0007 92 00.B10

07 42 43.A0006 16 00.E14

07 42 43.B2007 92 00.B1006 10 53.A10

06 10 53.A10

07 41 13.L24

07 42 43.A00

07 42 43.B0007 92 00.B10

07 46 00.A8307 46 00.A8206 16 00.E1407 21 00.A1505 31 00.B00

07 46 00.A8307 46 00.A83

07 46 00.A82

07 41 13.A1007 41 13.M1207 41 13.M1307 41 13.N1007 41 13.M13

3'-0" TO EDGE OF DECK

Y.C

X.1 X.21'-4"

OF DECK

1'-1" TO EDGE

07 41 13.A1007 41 13.M1207 41 13.M1307 41 13.N10

05 31 00.B0007 41 13.M13

06 10 53.A1007 42 43.A0007 42 43.B0007 92 00.B10

07 42 43.B20

07 42 43.A00

06 10 53.A10

07 92 00.B10

06 16 00.E14

07 41 13.L30

07 41 13.L31

07 41 13.L3206 10 53.A10

07 42 43.B00

06 10 53.A10

07 46 00.A8307 46 00.A82

05 12 00.P1105 12 00.P1107 46 00.A8307 46 00.A82

05 12 00.P11

07 21 00.A1506 16 00.E14

4'-3"

4'-0"

3"

LINE OF PAVING(OR SLAB ONGRADE)

(GALVANIZEDAND PAINTED)

2'-0"

8"

05 50 00.E12

03 30 00.E00

03 30 00.A10

07 71 00.A0006 10 53.A10

04 20 00.A00

04 20 00.C00

04 20 00.N10

1'-3 5/8"

04 20 00.A0004 20 00.N10

07 27 00.F0006 16 00.G12

05 12 00.D10

06 10 53.A10

09 29 00.B8005 40 00.A00

07 26 13.A00

04 20 00.S10

04 20 00.S3004 20 00.R20

04 20 00.S50

04 20 00.S40

07 21 00.A00

08 33 23.L50

11 13 00.C00

07 92 00.B10

NOTE:PROVIDE BLOCKING ANDREINFORCING REQUIREDTO MOUNT AND SUPPORTDOOR AND MOTOR

08 33 23.L20

08 33 23.L10


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:15

:26 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

SECTION DETAILS

A-503


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES


03 30 00.A10 CONCRETE FOOTING (SIZE)03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.03 30 00.E00 CONCRETE FILL03 30 00.N10 WELDED WIRE FABRIC03 33 00.P20 VAPOR RETARDER (MILLAGE)04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.N10 WALL TIES04 20 00.R20 LAMINATED FLASHING04 20 00.S10 WEEP/VENT TUBING04 20 00.S30 CAVITY DRAINAGE MATERIAL04 20 00.S40 END DAM04 20 00.S50 STAINLESS STEEL DRIP EDGE05 12 00.B10 STEEL BEAM, SEE STRUCTURAL DWGS05 12 00.D10 STEEL ANGLE, SEE STRUCTURAL DWGS.05 12 00.P11 STEEL TUBE. SEE STRUCTURAL DWGS05 31 00.B00 STEEL ROOF DECKING. SEE STRUCTURAL DRAWINGS05 31 00.D10 STEEL ANGLE. SEE STRUCTURAL DRAWINGS05 40 00.A00 STRUCTURAL METAL STUD FRAMING05 40 00.B00 HEAVY DUTY HEADER05 40 00.B10 HEAVY GAUGE CORNER ANGLE05 40 00.B20 FRAMING CLIP05 50 00.E12 6" DIA SCHEDULE 160 PIPE06 10 53.A10 WOOD BLOCKING, PRESSURE TREATED06 16 00.E14 1/2" EXTERIOR GRADE WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING07 21 00.A00 BOARD INSULATION07 21 00.A11 2" PERIMETER EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A12 2" UNDER SLAB EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.A15 1" EXTRUDED-POLYSTYRENE BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 21 00.G00 FLUTE INSULATION07 25 00.A10 BUILDING WRAP07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 41 13.A10 STANDING SEAM ROOF PANELS07 41 13.L24 FLASHING07 41 13.L30 COPING07 41 13.L31 HOLD DOWN CLEAT07 41 13.L32 HAT SHAPE SUB GIRT07 41 13.M12 SELF ADHERING HIGH TEMPERATURE SHEET07 41 13.M13 1/2" THICK GLASS-MAT GYPSUM SHEATHING BOARD07 41 13.M40 VAPOR RETARDER07 41 13.N10 POLYISOCYANURATE BOARD INSULATION07 42 43.A00 COMPOSITE WALL PANELS07 42 43.B00 EXTRUDED ALUMINUM CLIP07 42 43.B10 ADJUSTABLE CORNER CLIP07 42 43.B20 OUTSIDE CORNER CLIP07 46 00.A82 ALUMINUM SOFFIT PANEL07 46 00.A83 'J' CLOSURE CLIP07 54 23.A00 THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE ROOFING07 54 23.B20 VAPOR RETARDER07 54 23.B70 METAL TERMINATION BAR07 54 23.B81 CANTS07 54 23.B90 GLASS-MAT GYPSUM COVER BOARD07 54 23.B91 GLASS-MAT GYPSUM SUBSTRATE BOARD07 54 23.C10 POLYISOCYANURATE BOARD INSULATION07 54 23.C12 TAPERED POLYISOCYANURATE BOARD INSULATION07 54 23.D10 FLEXIBLE WALKWAY PAD07 62 00.A00 SHEET METAL FLASHING07 71 00.A00 COPING07 71 00.D00 GUTTER AND DOWNSPOUT07 92 00.A50 SEALANT AND BACKER ROD07 92 00.B10 ELASTOMERIC JOINT SEALANT08 32 13.A00 SLIDING ALUMINUM-FRAMED GLASS DOOR08 32 13.B00 SILL TRACK08 32 13.C00 SHIM08 33 23.L10 HOOD08 33 23.L20 JAMB GUIDES08 33 23.L50 12 GAUGE CHANNEL FRAME08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 41 13.M10 SHIM08 41 13.M50 THERMAL FLASHING08 80 00.A10 1" INSULATED GLASS09 22 16.B30 CORNER ANGLE09 22 16.G12 CHANNEL MOLDING09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.L44 1/2" EXTRUDED ALUMINUM 'F' REVEAL MOLDING - FRY REGLET09 30 00.A10 GLAZED PORCELAIN TILE09 51 13.A10 ACOUSTICAL PANEL09 51 13.B20 WIRE HANGER, BRACE & TIES11 13 00.C00 FOAM - PAD DOCK SEAL11 22 00.A00 WALK IN COOLER UNIT31 20 00.L20 AGGREGATE BASE COURSE

SCALE: 1 1/2" = 1'-0"C7 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"A7 SECTION DETAIL

1/2'0 1 1/2'1' SCALE: 1 1/2" = 1'-0"C9 SECTION DETAIL1/2'0 1 1/2'1'

1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"A5 SECTION DETAIL1/2'0 1 1/2'1'



SCALE: 1 1/2" = 1'-0"F8 SECTION DETAIL1/2'0 1 1/2'1'



SCALE: 1 1/2" = 1'-0"J9 SECTION DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"J6 SECTION DETAIL

1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"G5 SECTION DETAIL1/2'0 1 1/2'1'

SCALE: 3/4" = 1'-0"A1 BOLLARD DETAIL1'0 3'2'

SCALE: 1 1/2" = 1'-0"D1 SECTION DETAIL1/2'0 1 1/2'1'

SCALE: 1 1/2" = 1'-0"J4 OVERHEAD DOOR HEAD1/2'0 1 1/2'1'

D1 D2

SEE SCHEDULE

SEE

SCHE

DULE

D4D3

SEE SCHEDULE

SEE

SCHE

DULE

D5

SEE

SCHE

DULE

SEE SCHEDULE

7'-2"

PAC

KAG E

HEI

GHT

13'-6" PACKAGE WIDTH

5"

5" 5" 5"5"

10"

SEE SCHEDULE

SEE

SCHE

DULE

8"7 3/8"

43" A

FF M

AX2'-

9"8" 8"

2'-9"

43" A

FF M

AX

3" 8" 8" 3"

F2F1

2" 3'-0" 2"

2"7'-

0"

2" 3'-0" 2"

4"7'-

0"

2" 6'-0" 2"

4"7'

- 0"

F3

UPPER LEVEL1012' - 7 1/16"

16'-0

"

14'-1

13/16

"

2'-6 1

3/16"

2"1'-

2"

2"

1'-4 1

/2"

2"

1'-4 1

/2"

2"4'-

2"2"

2'-6"

2"

4 1/2" 2'-5"2"

3'-6"

2"

9"

2"

1'-9" 4 1/2"

R 55' - 5 5/8"

10'-3

"4'-

7"

UPPER LEVEL1012' - 7 1/16"

10'-1 1/8"

2" 6"

2"

6'-0"

2"

2'-11 1/8" 2"

2"

2'-8"

2"

6'-10

"2"

10'-0

" 08 41 13.B0008 41 13.C00

7'-0"

UPPER LEVEL1012' - 7 1/16"

2"2'-9"

2"2'-9"

2"

6'-0"

2"1'-

4 1/4"

2"

1'-1 3

/4" 2"7'-

0"

3'-0"

HEAD

JAMB

3 5/8" 3 1/2"5/8"

6" 5/8"

1'-2 3/8"

4" 7 3/4" 2 5/8"

HEAD

JAMB

SILL

FRAMED OPENING HEAD

FRAMED OPENING JAMB

04 20 00.A0004 20 00.N10

07 27 00.F00

06 16 00.G12

09 29 00.B8007 26 13.A0005 40 00.A0007 21 00.B00

07 92 00.A50

08 11 13.M10

05 12 00.D10

07 92 00.A50

04 20 00.S30

04 20 00.R10

04 20 00.S1006 16 00.E00

09 29 00.B80

05 40 00.A00

07 92 00.B10

08 11 13.B00

08 11 13.A20

08 11 13.M10

09 29 00.B80

07 92 00.B10

04 20 00.A00

07 27 00.F0006 16 00.G12

07 92 00.A50

09 29 00.B8007 26 13.A0005 40 00.A0007 21 00.B00

07 92 00.A50

06 16 00.E00

08 11 13.M104" 7 3/4" 2 5/8"

09 29 00.B8005 40 00.A00

07 92 00.B10

08 11 13.B00

08 11 13.A20

08 11 13.M10

07 92 00.B1009 29 00.B80

07 21 00.A00

08 71 11.A00(SILL)

07 92 00.B10

03 30 00.C00

(PAINT)

09 29 00.B8005 40 00.A00

08 11 13.M10

07 92 00.B10

07 92 00.B10

07 92 00.B10

07 92 00.B10

05 40 00.A00

09 29 00.B80

08 11 13.M10

08 11 13.A20

08 11 13.A20

UPPER LEVEL1012' - 7 1/16"

9'-8" 1'-9" 20'-8" 1'-9" 4'-10"

2" 4'-7" 2" 4'-7" 2" 2" 4'-11 1/2" 2" 4'-11 1/2" 2" 4'-11 1/2" 2" 4'-11 1/2" 2" 2" 4'-6" 2"

2"5'-

8"2"

4'-0"

SF.7 SF.8 SF.9

38'-8"

-1. EXISTING CONSTRUCTION TO REMAIN - VERIFY CONDITIONS IN FIELD

UPPER LEVEL1012' - 7 1/16"

2"4'-

3"2"

1'-2"

2"

1'-4 1

/2"

2"

1'-4 1

/2"2"

6'-10

"2"

4 1/2" 1'-6 1/2" 2" 4'-3"

2"

1'-7"

2"

2'-1 1/2" 4 1/2"

16'-0

"

7'-0"

10'-3

"4'-

7"

UPPER LEVEL1012' - 7 1/16"

10'-0

"

2"6 1

/4"2"

6'-2"

2"

1'-1 3

/4"

2"1'-

4" 2"

2"1'-8 1/2"

2"

2'-0 1/2"

UPPER LEVEL1012' - 7 1/16"

13'-6"

2"EQ

2"EQ

2"EQ

2"EQ

2"

2"1'-4"

2"

8'-4"

1'-8"

10'-0

"

4'-0"

W1

6' -

10 3

/4"

3' -

1 1/

4"2"1'-

2"2"

3'-10

3/4"

2"

1'-2"

2"

ROOM IDENTIFICATION

APPLICATION

(SIGN SIZE TOTAL: 6"x 6")

MATERIAL: 1/8" TH. ACRYLICBACKPLATE PAINTED; 1/16" TH.CLEAR ACRYLIC FRONT PLATEWITH SQUARE EDGES

SIGN TYPE B COPY: TOP TO BE BACKROUTED INTO ACRYLIC FACEAND DIMENSIONAL LETTERSAPPLIED WITH PERMANENTADHESIVE IN ROUTED AREA;UPPERCASE; HELVETICA BOLD;5/8" H., TACTILE;COPY & GRADE 2BRAILLE TO MEET ADASPECIFICATIONS FOR TACTILE& BRAILLE.

COLOR: BACKGROUND TOMATCH ONE OF MANUFAC-TURER'S STANDARD COLORS;MATTE FINISH. TACTILE COPYTO BE WHITE; COPY ON INSERTTO BE BLACK.

1/2"

3/8"

SEE SECTION VIEW 'B' (TYPICAL)

ROOM IDENTIFICATION

(SIGN SIZE TOTAL: 2"x 6")

MATERIAL: 1/8" TH. ACRYLICBACKPLATE PAINTED; 1/16" TH.CLEAR ACRYLIC FRONT PLATEWITH SQUARE EDGES

SIGN TYPE A COPY: TOP TO BE BACKROUTED INTO ACRYLIC FACEAND DIMENSIONAL LETTERSAPPLIED WITH PERMANENTADHESIVE IN ROUTED AREA;UPPERCASE; HELVETICA BOLD;5/8" H., TACTILE;COPY & GRADE 2BRAILLE TO MEET ADASPECIFICATIONS FOR TACTILE& BRAILLE.

COLOR: BACKGROUND TOMATCH ONE OF MANUFAC-TURER'S STANDARD COLORS;MATTE FINISH. TACTILE COPYTO BE WHITE.

SEE SECTION VIEW 'A' (TYPICAL)

SECTION VIEW 'A' (TYPICAL)

ACRYLIC FACE PLATE TO BEROUTED OUT AROUND TACTILELETTERING, PICTOGRAMS,NUMERALS AS SPECIFIED,GRADE 2 BRAILLE UNDERNEATH

NOTE:SEE DOOR SCHEDULE FOR SIGNLOCATIONS. SIGNS SHALL BEMOUNTED SUCH THAT A PERSONMAY APPROACH WITHIN 3 INCHESOF SIGNAGE WITHOUTENCOUNTERING PROTRUDINGOBJECT OR STANDING WITHINTHE SWING OF THE DOOR

EXIT

6"

1/4"

3/4"

1/8"

5/8" 1/2"

205

Room Name

6"6"

NOTES (TYPICAL):1. TACTILE AND BRAILLE CHARACTERS, RAISED MIN. 0.8 mm (1/32").CHARACTERS SHALL BE ACCOMPANIED BY 1/4' GRADE 2 TRANSLATEDRASTER BRAILLE.2. TYPE STYLES: CHARACTERS SHALL BE RAISED 1/32", UPPERCASE,HELVETICA MEDIUM, HELVETICA BOLD AND HELVETICA BOLDCONDENSED. CHARACTERS SHALL BE SANS ERIF. CHARACTERS SHALLNOT BE ITALIC, OBLQUE, SCRIPT, GHLY DECORATIVE, OR OF OTHERUNUSUAL FORMS.3. CHARACTER HEIGHT; MIN. 16 mm (5/8") HIGH, MAX. 50 mm (2").4. SYMBOLS (PITOGRAMS): EQUIVALENT WRITTEN DESCRIPTION SHALLBE PLACED DIRECTLY BELOW SYMBOL, OUTSIDE OF SYMBOL'SBACKGROUND FIELD. BORDER DIMENSIONS OF SYMBOL BACKGROUNDSHALL BE MIN. 150 mm (6") HIGH.5. FINISH AND CONTRAST: CHARACTERS AND BACKGROUNDS SHALL BEEGGSHELL, MATTE OR OTHER NONGLARE FINISH WITH A MIN. 70%CONTRAST BETWEEN CHARACTERS AND BACKROUND AS MEASUREDBY A SPECTRAL REFLECTOMETER.6. MOUNTING LOCATION AND HEIGHT: WHERE A TACTILE SIGN ISPROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR ATTHE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLEDOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THEINACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLEDOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHTOF THE RIGHTHAND DOOR. WHERE THERE IS NO WALL SPACE ON THELATCH SIDE OF A SINGLE DOOR, OR THE RIGHT SIDE OF DOUBLEDOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. SIGNSCONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT ACLEAR FLOOR AREA 18 INCHES (455 mm) MIN. BY 18" (455 mm) MIN.CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THEARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND 45DEGREE OPEN POSITION.

2"

NOTE:WHEN SIGN INSERTSARE REMOVED ENTIRE FACESHOULD MATCH BACKGROUNDCOLOR.

ELEVATION VIEW (TYPICAL)

205

ROOMNAME

?C.F.A.

?

ABOV

E FI

NISH

ED F

LOO R

TOP

OF S

IGN

PLAC

ED 60

"

9"

18"

TACTILESIGN

7. SEE PENN STATE BEHREND UNIVIERSITY FOR INTERIOR SIGNAGESTANDARDS. (www.opp.psu.edu/planning-construction/design_and_construction_standards/documents/Interior-Signage.pdf)

C.F.

A .? 18"

1/2"

1/2" 1/2" 1/2"

2"

1/4"

10 14 00.A00

10 14 00.A00


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:15

:52 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

DOOR & FRAMETYPES, STOREFRONTTYPES & SCHEDULES

A-601


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

DOOR AND FRAME SCHEDULE

MARK

SIZE DOOR FRAMETHROATDEPTH

FRAME

HDWE RATING

SIGNAGE

COMMENTSWIDTH HEIGHT TYPE MATL FINISH TYPE MATL FINISHDETAILS

TYPE NUMBER TEXTHEAD JAMB103A 19'-4" 10'-0" D4 ALUM - ALUM ANODIZED - - (none) A,B 103 CONVENIENCE STORE 1,4103AA 3' - 0" 7' - 0" D1 HM F1 HM PAINT V.I.F. E2 / A-601 E2 / A-601 (none) A,B 103A RECEIVING 4F103A 6' - 0" 7' - 0" D3 ALUM SF.3 ALUM ANODIZED - - (none) A - EXIT 2,4F104A 6' - 0" 7' - 0" D3 ALUM SF.2 ALUM ANODIZED A4 / A-501 - (none) A - EXIT 2,4F104B 6' - 0" 7' - 0" D2 HM F3 HM PAINT V.I.F. E2 / A-601 E2 / A-601 (none) 90 MIN A,B 101 BRUNO'S CAFE 3X101A 4' - 0" 7' - 0" D1 HM F2 HM PAINT V.I.F. E2 / A-601 E2 / A-601 (none) A - EXIT 4X101B 6' - 8" 9' - 4" D5 - - - PAINT J4 / A-503 J1 / A-501 (none) - - -X101C 6' - 0" 7' - 0" - - F1 HM PAINT V.I.F. E2 / A-601 E2 / A-601 (none) A,B X101 LOADING DOCK 5

ROOM FINISH SCHEDULE

ROOM # ROOM NAME

FLOOR BASE WALLS CELING

REMARKSMATL. MATL.NORTH EAST SOUTH WEST

MATL.MATL MATL MATL MATL101 BRUNO'S CAFE EXIST. EXIST. EXIST. EXIST. PAINT EXIST. EXIST. 1103 COVNENIENCE STORE PT PT PAINT PAINT PAINT PAINT EXPOSED STRUC. / GWB103A RECEIVING VCT RB PAINT PAINT PAINT FRP / PAINT ACT 2103B COOLER QT QT ALUM ALUM ALUM ALUM EXPOSED STRUC. 3103C FREEZER QT QT ALUM ALUM ALUM ALUM EXPOSED STRUC. 3103D WASH ROOM EXIST. EXIST. EXIST. EXIST. PAINT EXIST. EXIST. 4F103 VESTIBULE PT PT PAINT PAINT PAINT PAINT ACT 6F104 ENTRY PT PR PAINT PAINT PAINT PAINT GWB 6X101 LOADING DOCK CONC RB PAINT PAINT PAINT PAINT EXPOSED STRUC. 5

SCALE: 1/4" = 1'-0"DOOR TYPE LEGEND

SCALE: 1/4" = 1'-0"FRAME TYPE LEGEND

4'0 8'2'4'0 8'2'4'0 8'2'SCALE: 1/4" = 1'-0"A9 STOREFREONT TYPE SF.1

SCALE: 1/4" = 1'-0"A7 STOREFRONT TYPE SF.2SCALE: 1/4" = 1'-0"A1 STOREFRONT TYPE SF.5

1. MANUAL SLIDING DOOR PACKAGE2. SEE STOREFRONT TYPES THIS SHEET FOR FRAME DIMENSIONS3. FIRE RATED GLASS4. SAFETY GLASS5. FRAMED OPENING

03 30 00.C00 CONCRETE SLAB. SEE STRUCTURAL DWGS.04 20 00.A00 BRICK MASONRY04 20 00.N10 WALL TIES04 20 00.R10 THRU-WALL FLASHING04 20 00.S10 WEEP/VENT TUBING04 20 00.S30 CAVITY DRAINAGE MATERIAL05 12 00.D10 STEEL ANGLE, SEE STRUCTURAL DWGS.05 40 00.A00 STRUCTURAL METAL STUD FRAMING06 16 00.E00 WOOD BOARD SHEATHING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING07 21 00.A00 BOARD INSULATION07 21 00.B00 BLANKET INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER07 92 00.A50 SEALANT AND BACKER ROD07 92 00.B10 ELASTOMERIC JOINT SEALANT08 11 13.A20 HOLLOW METAL FRAME08 11 13.B00 INSULATED HOLLOW METAL DOOR AND FRAME08 11 13.M10 SHIM08 41 13.B00 ALUMINUM-FRAMED STOREFRONT08 41 13.C00 ALUMINUM-FRAMED DOOR08 71 11.A00 DOOR HARDWARE09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD10 14 00.A00 SIGNAGE AS SCHEDULED

SCALE: 1 1/2" = 1'-0"E2 TYP DOOR DETAILS1/2'0 1 1/2'1'

SCALE: 1/4" = 1'-0"C3 STOREFRONT TYPES SF.7, SF.8 & SF.9

4'0 8'2'

4'0 8'2'

SCALE: 1/4" = 1'-0"A5 STOREFRONT TYPE SF.34'0 8'2'SCALE: 1/4" = 1'-0"A3 STOREFRONT TYPE SF.4

4'0 8'2'

SCALE: 1/4" = 1'-0"C1 STOREFRONT TYPE SF.64'0 8'2'

SCALE: 1/4" = 1'-0"WINDOW TYPE LEGEND

4'0 8'2'

1. TIN WAINSCOT, WOOD BASE AND WOOD CHAIR RAIL TO MATCH EXISTING2. WEST WALL TO RECEIVE FRP WALL COVERING3. PRE-FABRICATED STUCCO PATTERENED ALUMINUM PANELS4. PATCH WALL, BASE, CEILING AND ALL OTHER FINISHED AS REQUIRED5. SEALED CONCRETE6. PORCELAIN TILE WAINSCOT UP TO 3' - 1 1/4" (UNDERSIDE OF WINDOWS) WITH BULLNOSE EDGE AT TOP - ALL GWB WALLS

4'0 8'2' SCALE: 3" = 1'-0"C7 INTERIOR SIGNAGE TYPES

FLOOR FINISHES:PT PORCELAIN TILEQT QUARRY TILEVCT VINYL COMPOSITION TILE

BASES:PT PORCELAIN TILEQT QUARRY TILERB RUBBER

WALL FINISHES:FRP GLASS-FIBER REINFORCED

PLASTIC PANEL

* REFERENCE C1 / A-602 FOR FLOORPATTERN PLAN

3"0 9"6"

FE

FEC

1.0 CAST IN PLACE CONCRETE -SEE STRUCTURAL DRAWINGS

2.0 3 5/8" BRICK

7 5/8" CMU

3 5/8" BRICK

FLOOR

B / DECK

CEILING

3.0 3 5/8" BRICK

2" AIR SPACE

INSULATING AIR BARRIER

5/8" GLASS-MAT GYPSUM SHEATHING

6" METAL STUDS w/ R-19 BATT INSULATION

VAPOR BARRIER

5/8" ABUSE RESISTANTGYPSUM WALLBOARD

4.0 5/8" ABUSE RESISTANTGYPSUM WALLBOARD

6" METAL STUDS

5/8" ABUSE RESISTANTGYPSUM WALLBOARD


6" METAL STUDS


3 5/8" METAL STUDS

05 40 00.A00


1 1/2" METAL STUDS

05 40 00.A00

09 29 00.B80

09 29 00.B80

05 40 00.A00

(1 1/2")09 29 00.B80

09 29 00.B8009 29 00.B80

05 40 00.A00

04 20 00.A00

06 16 00.G12

09 29 00.B80

07 21 00.B00

07 26 13.A00

05 40 00.A00

04 20 00.A00

04 20 00.C00

04 20 00.A00

(8")03 30 00.B10

04 20 00.N10

04 20 00.N10

07 27 00.F00

6.0 2 LAYERS 5/8" GYPSUM WALLBOARDTYPE 'X'.

6" METAL CH STUDS

1" GYPSUM WALLBOARD LINER PANEL

U.L. NO. U437

09 21 16.23.B22

09 21 16.23.B10(1")

3.0a 3 5/8" BRICK

2" AIR SPACE

INSULATING AIR BARRIER

5/8" GLASS-MAT GYPSUM SHEATHING

6" METAL STUDS w/ R-19 BATT INSULATION

VAPOR BARRIER

04 20 00.A00

06 16 00.G12

07 21 00.B00

07 26 13.A00

05 40 00.A00

04 20 00.N10

07 27 00.F00


2 1/2" METAL STUDS

05 40 00.A00

09 29 00.B80

(2 1/2")

4.2a 5/8" ABUSE RESISTANTGYPSUM WALLBOARD

3 5/8" METAL STUDS

5/8" AIR SPACE

6" METAL STUDS

09 29 00.B80

05 40 00.A00

05 40 00.A00

4.0a 5/8" ABUSE RESISTANTGYPSUM WALLBOARD

6" METAL STUDS

5/8" VERY HIGH IMPACTRESISTANT GYPSUMWALLBOARD

4.1a 5/8" VERY HIGH IMPACTRESISTANT GYPSUMWALLBOARD

6" METAL STUDS

(TYPE 4.0)

09 29 00.B80(TYPE 4.0a)

09 29 00.B81(TYPE 4.0a)

(4.1)

(4.1a)09 29 00.B81

F.F.E.

5' - 0

" N.T

.S.

W/ ACRYLIC BUBBLEDOOR W/ WHITELETTERING

09 29 00.B80

10 44 16.A2010 44 16.A20

4"

9/16"

09 29 00.L4409 29 00.B80

09 22 16.G1209 22 16.G13

09 22 16.G1509 22 16.G1609 51 13.B30

9/16" 9/16"

1 3/4"

8"6"

09 51 13.B31

09 51 13.B33

09 51 13.B33

09 51 13.B34

09 51 13.B34

09 51 13.B32

USG - COMPASSO C2CHANNELS

1. SEAL ALL WALLS TO UNDERSIDE OF ROOF DECK. SCRIBE GYPSUM WALLBOARD TO FOLLOWCONTOURS OF ROOF DECK.


VESTIBULEF103

RECEIVING103A

SERVING AREA102STORAGE

102A

WASH ROOM103D

COOLER103B

ENTRYF104

FREEZER103C

LOADING DOCKX101

FD

12" FIELD TILE

12" FIELD TILE 45 DEGREE ORIENTATION

12" ACCENT TILE

FLOOR PATTERN LEGEND:


SHEE

T FI

LE/P

LOT

DATE

:

CHECKED BY:

DRAWN BY:

CONSULTANTS


SHEET TITLE:

PROJECT NUMBER:

CAD FILE:

1 2 4 6 8 10

A

C

E

G

J

3 5 7 9

B

D

F

H

K

11 12

ALTERATIONS TO




11/16

/2010

8:16

:42 A

MC:

\Rev

i t Loc

al Pr

ojects

\2010

.039.0

0 - P

SU B

ehre

nd C

onv.

Stor

e\201

0.039

_R11

_CON

V ST

ORE_

jwillia

ms_5

6.rvt


JDW

JRL

2010.039

WALL TYPES LEGENDAND DETAILS

A-602


GENERAL SHEET NOTES

KEY PLAN

REFERENCE KEYNOTES

SHEET KEYNOTES

SCALE: 3/4" = 1'-0"G1 WALL TYPES LEGEND1'0 3'2'

03 30 00.B10 CONCRETE FOUNDATION WALL. SEE STRUCTURAL DWGS.04 20 00.A00 BRICK MASONRY04 20 00.C00 CONCRETE MASONRY UNIT (SIZE)04 20 00.N10 WALL TIES05 40 00.A00 STRUCTURAL METAL STUD FRAMING06 16 00.G12 5/8" GLASS-MAT GYPSUM SHEATHING07 21 00.B00 BLANKET INSULATION07 26 13.A00 ABOVE-GRADE VAPOR RETARDERS07 27 00.F00 INSULATING AIR BARRIER09 21 16.23.B10 GYPSUM WALLBOARD (SIZE)09 21 16.23.B22 2 LAYERS 5/8" GYPSUM WALLBOARD09 22 16.G12 CHANNEL MOLDING09 22 16.G13 TEE09 22 16.G15 MULTI STRANDED AIRCRAFT CABLE (CLEAR)09 22 16.G16 LOOP AND CRIMP END CONNECTION09 29 00.B80 5/8" ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.B81 5/8" VERY HIGH IMPACT ABUSE RESISTANT GYPSUM WALLBOARD09 29 00.L44 1/2" EXTRUDED ALUMINUM 'F' REVEAL MOLDING - FRY REGLET09 51 13.B30 EDGE MOLDING/TRIM09 51 13.B31 MULTI-STRANDED AIRCRAFT CABLE (CLEAR)09 51 13.B32 THREADED CONNECTOR09 51 13.B33 HANGER BRACKET09 51 13.B34 ACCESSORY ANGLE10 44 16.A20 SEMI-RECESSED FIRE EXTINGUISHER CABINET

SCALE: 1 1/2" = 1'-0"A9 SEMI-RECESSED FE CABINET DETAIL1/2'0 1 1/2'1'SCALE: 1 1/2" = 1'-0"A7 GYPSUM CEILING DETAIL

1/2'0 1 1/2'1'

SCALE: 3" = 1'-0"C9 SUSSPENDED CHANNEL DETAIL3"0 9"6"SCALE: N.T.S.C1 UPPER LEVEL FLOOR PATTERN PLAN

4'0 8'2'

NORTH

convenience store addition · up up up up up up a-103 b1 2 h o u r f i r e s e p a t a t i o n 2 h...

Documents