Drawings_set_5_of_6.pdf

1. USE 4'-0" AND 6'-0" LONG RAIL SECTIONS TO FACILITATE EASY REMOVAL AND

REPLACEMENT BY ONE PERSON DURING DAILY CLEANING.

2. USE 6'-0" LONG RAIL SECTIONS WHENEVER POSSIBLE. ADD 4'-0" LONG RAIL

SECTIONS WHEN NECESSARY TO ACCOMMODATE DISPLAY CASE LINE-UP. ADJUST

SPACE BETWEEN RAIL SECTIONS AS NECESSARY TO PROVIDE PROTECTION FOR

THE ENTIRE DISPLAY CASE LINE-UP.

3. LOCATE RAIL SECTIONS 1/2" FROM EDGE OF DISPLAY CASE OR AS CLOSE AS

POSSIBLE TO THE DISPLAY CASE. COORDINATE FINAL LOCATIONS OF RAILS WITH CONTRACTING

OFFICERS REPRESENTATIVE PRIOR TO INSTALLATION. COORDINATE PLACEMENT

OF RAIL SECTIONS WITH CASE CORNER GUARD (SEE SPECIFICATION SECTION 102600).

4. INSTALL STAINLESS STEEL BUMPERS ON THE FOLLOWING DISPLAY CASES: 1D02-GD, 1P07, 1M04GD, 1M07, 1G02GD, 1G06, 1G07, 1G12, 1G27, 1G30, AND 1G36.

1" MINIMUM

3" MAXIMUM

TYPICAL

1' -0

1' -0

TYPTYP TYP

6'-0"

1"

4'-0"

1"

6'-0"

6' -0

CASE CORNER GUARD ALVARADO

MFG, MODEL "CR" SEE

SPECIFICATION SECTON 102600

STAINLESS STEEL BUMPER

ALVARADO MFG, MODEL SSB SEE

SPECIFICATION SECTON 102600

TYPICAL LAYOUT AND SPACING FOR

STAINLESS STEEL BUMPERS (MODEL "SSB")

3" M

A X

IM

U M

1/ 2" T

Y P

DISPLAY CASE FINISHES

REFRIGERATED & NON-REFRIGERATED DISPLAY CASES (UNLESS OTHERWISE NOTED)

HUSSMANN CORPORATION

CASES EXTERIOR: 747 CHOCOLATE BROWN

VINYL BUMPER: 701 SHADOW BLACK

CASE INTERIOR: 700 INTERIOR WHITE

KICK PLATE: BLACK

DOOR FRAME, TRIM & HANDLES: BLACK

(EQUIVALENT PAINT COLOR FOR CASE EXTERIOR N-6 BM 2106-10 JAVA)

FROZEN FOOD DISPLAY CASES &

1M04GD-12 CASES IN FROZEN FOOD ISLAND

HUSSMANN CORPORATION

CASE EXTERIOR: BENJAMIN MOORE 840 KENSINGTON BLUE

VINYL BUMPER: 701 SHADOW BLACK

CASE INTERIOR: 700 INTERIOR WHITE

KICK PLATE: BLACK

DOOR FRAME, TRIM & HANDLES: BLACK

PRODUCE DISPLAY CASES

HUSSMANN CORPORATION

CASE EXTERIOR: 747 CHOCOLATE BROWN

VINYL BUMPER: 701 SHADOW BLACK

CASE INTERIOR: 701 SHADOW BLACK

KICK PLATE: BLACK

DOOR FRAME, TRIM & HANDLES: BLACK

(EQUIVALENT PAINT COLOR FOR CASE EXTERIOR N-6 BM 2106-10 JAVA)

DISPLAY CASES: 1D07 & 1D17

CASE EXTERIOR: TO MATCH HUSSMANN 747 CHOCOLATE BROWN

CASE INTERIOR: WHITE

VINYL BUMPER: BLACK

KICK PLATE: BLACK

(EQUIVALENT PAINT COLOR FOR CASE EXTERIOR N-6 2106-10 JAVA)

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

Q-601

ECL

JAR

ECL

EQUIPMENT SCHEDULE

05/30/18

NEW EQUIPMENT SCHEDULE

CED DESCRIPTION CF/CI GF/GI COUNT

BAKERY

1B06-5 BAKERY DISPLAY CASE, REFRIGERATED, CLERK-SERVICE X 1

1B08-2 BAKERY, ICE-CREAM, FROZEN FOOD, GLASS DOORS, LOW TEMP, UPRIGHT X 1

1B30-A BAKERY, SELF SERVICE, REFRIGERATED DISPLAY CASE X 1

DELI

1D00-8 DELI, REFRIGERATED, CLERK SERVICE, 8 FT X 2

1D00-12 DELI, REFRIGERATED, CLERK SERVICE, 12 FT X 1

1D01-8 DELI, MEAT, MULTI-DECK, PREPACKAGED, 8 FT X 1

1D07-6 SUSHI PREPARATION & DISPLAY TABLE, REFRIGERATED, MOBILE ISLAND, 6 FT

(SELF-CONTAINED)

X 2

1D17-4 PREP & DISPLAY CASE FOR PIZZA & SANDWICHES, REFRIGERATED, 4 FT X 1

1D22-12 WIDE ISLAND DISPLAY, REFRIGERATED, LOW PROFILE, FRESH MEAT,

PREPACK, OR DELI, 12 FT

X 1

1D24-8 DELI, LOW PROFILE, PREPACK DELI, MULTI-DECK, MEDIUM TEMP, OPEN TYPE,

8 FT

X 1

3-2D26 SUSHI, PORTABLE SINK, SINGLE BASIN X 1

SUSHI DISPLAY SUSHI CORNER CASEWORK X 4

FRONT END

1E05 SELF CHECKOUT COUNTER X 2

1E12-C KEY CONTROL CABINET, 48 KEYS X 1

GROCERY

1G02GD-8 DAIRY, MEDIUM TEMP, GLASS DOORS, UPRIGHT, 8 FT X 2

1G02GD-12 DAIRY, MEDIUM TEMP, GLASS DOORS, UPRIGHT, 12 FT X 11

1G10-3 FROZEN FOOD, 3 GLASS DOORS, LOW TEMP, UPRIGHT X 2

1G10-4 FROZEN FOOD, 4 GLASS DOORS, LOW TEMP, UPRIGHT X 5

1G10-5 FROZEN FOOD, 5 GLASS DOORS, LOW TEMP, UPRIGHT X 6

1G24-12 GRAB-N-GO MERCHANDISER, REFRIGERATED, MEDIUM TEMP, MULTI-DECK,

UPRIGHT, 12 FT

X 1

1G27-5 FROZEN FOOD, BACK TO BACK, GLASS DOORS, LOW TEMP, UPRIGHT, 5

DOORS EACH SIDE

X 6

1G28-5 ICE-CREAM, FROZEN FOOD/JUICE, GLASS DOORS, LOW TEMP, UPRIGHT, 5

DOORS

X 4

1G30 FROZEN FOOD, BACK TO BACK, END CAP, 2 END DOORS & 3 DOORS EA SIDE,

LOW TEMP, UPRIGHT

X 2

1G31 ICE-CREAM, FROZEN FOOD/JUICE, BACK TO BACK, END CAP, 2 END DOORS & 3

DOORS EA SIDE, LOW TEMP, UPRIGHT

X 1

1G36-12 FROZEN FOOD, WIDE ISLAND, DUAL TEMP, OPEN TYPE, WITH END CAP

DISPLAYS, 12 FT

X 3

1G36-E FROZEN FOOD, WIDE ISLAND END CAP, DUAL TEMP, OPEN TYPE X 1

1GXX CASE, ISLAND, MULTI-DECK, MEDIUM TEMP X 1

2G14-A SHELVING, GONDOLA, ISLAND TYPE X 8

MANAGEMENT ADMIN

1A00 INTERCOM AND MUSIC SYSTEM, STAND ALONE X 1

1A03-N WORKSTATION, GENERAL OFFICE, LOW PROFILE X 1

1A03-R WORKSTATION, GENERAL OFFICE, STAND ALONE X 8

1A03-U WORKSTATION, MANAGER, STAND ALONE X 2

1A04 OFFICE SET, MGMT, OAK X 1

1A07 RECEPTION SUITE FURNITURE X 1

2A04 REFRIG-FREEZER, HOUSEHOLD, BREAKROOM USE X 2

2A08-A STEEL BOOKCASE, 2-5 SHELF X 1

2A09 DESK, STEEL, DOUBLE PEDESTAL X 1

2A11 PODIUM / LECTERN WITH CABINET X 1

2A14-A CHAIR, TASK, ERGONOMIC, HIGH BACK WITH ARMS X 13

2A14-B CHAIR, TASK, ERGONOMIC, LOW BACK WITH ARMS X 7

2A16 CHAIR, TASK, ERGONOMIC, LOW BACK WITHOUT ARMS X 4

2A18-96 TABLE, CONFERENCE, WOOD VENEER, 96" LENGTH X 1

2A20 BABY CHANGING STATION X 3

2A21-5 LATERAL FILE, 5 DRAWER X 8

MEAT

1M04 MEAT OR PREPACK DELI, MULTI-DECK, MEDIUM TEMP, OPEN TYPE, 4 FT X 1

1M04GD-4 MEAT OR PREPACK DELI, UPRIGHT, MEDIUM TEMP, GLASS DOORS, 4 FT X 2

1M04GD-12 MEAT OR PREPACK DELI, UPRIGHT, MEDIUM TEMP, GLASS DOORS, 12 FT X 5

1M07-8 MEAT, MULTI-DECK, MEDIUM TEMP, OPEN TYPE, 8 FT X 1

1M07-12 MEAT, MULTI-DECK, MEDIUM TEMP, OPEN TYPE, 12 FT X 7

1M09-8 MEAT, FRESH MEAT OR DELI, MULTI-DECK, LOW PROFILE, MEDIUM TEMP, 8 FT X 1

MISCELLANEOUS

2M06 EYE/FACE AND BODY SPRAY X 2

4BEN-1 ADA BENCH X 3

4LO2 LOCKER, CLOTHING, STEEL, DOUBLE TIER X 24

4LO5 ADA LOCKER, CLOTHING, STEEL, SINGLE TIER X 4

4S00 SINK, HANDWASHING, PEDESTAL TYPE X 3

4S03-D SINK, 3 COMPARTMENT, RIGHT & LEFT DRAIN BOARD X 2

4TFP-4 TABLE, PREP, STAINLESS STEEL WITH CABINET, 4 FT X 1

4TFPE-6 TABLE, PREP, STAINLESS STEEL WITH CABINET, ENCLOSED, 6 FT X 1

PRODUCE

1P03-8 PRODUCE, SINGLE DECK, MEDIUM TEMP, 8 FT X 3

1P03-12 PRODUCE, SINGLE DECK, MEDIUM TEMP, 12 FT X 7

1P07-8 PRODUCE, PRE-CUT PACKAGED VEGETABLES & JUICES, UPRIGHT,

REFRIGERATED, 8 FT

X 2

1P07-12 PRODUCE, PRE-CUT PACKAGED VEGETABLES & JUICES, UPRIGHT,

REFRIGERATED, 12 FT

X 3

RECEIVING

1R00-B BALER, CARDBOARD, VERTICAL, MEDIUM X 1

1R09 DAMAGED MERCHANDISE UNIT, ROTARY, MODULAR SYSTEM X 1

2R05-W EYE/FACE AND BODY SPRAY, WITH SINK - WAREHOUSE USE X 1

2R16 RACK, STORAGE, LOADED PALLET X 55

WALL AND EQUIPMENT PROTECTION

CRI CRI CASE PROTECTOR X 21

SSB-4 STAINLESS STEEL BUMPER SYSTEM X 20

SSB-6 STAINLESS STEEL BUMPER SYSTEM X 141

EXISTING EQUIPMENT SCHEDULE

CED DESCRIPTION COUNT

e2G15A SHELVING, CONTOURED END DISPLAY UNIT 1

BAKERY

e1B00 BREAD SLICER, TABLE MODEL 1 e1B13 OVEN, ROTARY, ROLL-IN 1 e1B14 OVEN, PROOFER 1 e1B20-B PROOF BOX, ROLL-IN, DOUBLE DOORS, 2 SINGLE RACKS 1 e1B22 RETARDER, ROLL-IN, TWO DOOR 1 e1B26 SCALE, PRINTER, PROGRAM, 30 LB. 1 e2B00 TABLE, FOOD PREP. 1 e2B01 PAN COOLING RACK, W/COVER 4 e2R24 SHELVING, FOOD STORAGE 2

DELI

e1D05 TABLE, PREP, SANDWICH, REFRIGERATED 1 e1D09 ROTISSERIE OVEN 1 e1D14-B CASE, HOT FOODS, HEATED, SELF-SERVICE ISLAND 1 e2D00 HAND WRAPPER, 1-ROLL, TABLE MODEL 1 e2D01 SINK, HANDWASHING, PEDESTAL TYPE 2 e2D02 TABLE, ENCLOSED CABINET 5 e3-2D04 DIGITAL "TAKE-A-NUMBER" SYSTEM 1

FRONT END

e1E00 CART, SHOPPING, HANDICAP, BATTERY POWER 12 e1E03-B CHECKOUT COUNTER 13 e1E03-D CHECKOUT COUNTER 1 e1E05 SELF CHECKOUT COUNTER 4 e1E10 SAFE, LARGE 2 e2E02-B SHOPPING CART, NESTING, WIRE BASKET 270 e2E09 CHILD SHOPPING CART, TOY BODY 6

GROCERY

e1G11 DAIRY, REACH IN DOORS 19 e2G14-A SHELVING, GONDOLA, ISLAND TYPE 215 e2G15 SHELVING, CONTOURED END DISPLAY UNIT 11 e2G15A SHELVING, CONTOURED END DISPLAY UNIT 10 e2G16 76 e2G22 SHELVING, ADJUSTABLE, HALF-GONDOLA, WALL TYPE, HBA 23

MANAGEMENT ADMIN

e2A04 REFRIG-FREEZER, HOUSEHOLD 2 e2A06-A FILE CABINET, VERTICAL, 5 DRAWER, LETTER 6 e2A08-A BOOKCASE, 2-5 SHELF 4 e2A09 DESK, STEEL, DOUBLE PEDESTAL 7 e2A14-A CHAIR, TASK, ERGONOMIC, HIGH BACK WITH ARMS 1 e2A14-B CHAIR, TASK, ERGONOMIC, LOW BACK WITH ARMS 5 e2A25 TROPHY CASE, VERTICAL 1 e2A26 MICROWAVE OVEN 4 e2A27 CAFETERIA FURNITURE SET, BREAKROOM, TABLE W/ 4 CHAIRS 12

MEAT

e1M00 SCALE, PLATFORM, MOBILE 2 e1M10 CONVEYER, MEAT LOAF, ELEC 1 e1M14 CHOPPER, MEAT 1 e1M16 MEAT MOLD/BULKER MACHINE ATTACHMENT 2 e1M18 MEAT SAW, BAND 2 e1M20-B MIXER/GRINDER, TANDEM UNIT 1 e1M28-AW SCALE, LABELER AND WRAPPER 4 e1M30-W SCALE, LABELER AND WRAPPER - LOW VOLUME 2 e1M34 MEAT TENDERIZER, TABLE MODEL 2 e1M37 HORIZONTAL SLICER/MEAT CLEAVER W/ CONVEYOR 2 e2M00 FAT ANALIZING KIT 1

MISCELLANEOUS

e2M06 EYE/FACE AND BODY SPRAY 1 e4IFWT2 ICE FLAKER W/2 MOBILE CARTS 1 e4S01-R SINK, 1 COMPARTMENT, RIGHT DRAIN BOARD 1 e4S03-D SINK, 3 COMPARTMENT, RIGHT & LEFT DRAIN BOARD 1 e4SMA SLICER, MEAT, AUTOMATIC 5 e4SPPM-W SCALE/PRINTER, STAND-ALONE (WIRELESS) 1 e4TFP-6 TABLE, PREP, STAINLESS STEEL 4 e4TFPE-6 TABLE, PREP, STAINLESS STEEL, ENCLOSED 1 e4TMP-6 TABLE, PREP, STAINLESS STEEL, POLY BOARD 9 e4TVET-4 TABLE, PREP, STAINLESS STEEL, CENTER DRAWER 1

PRODUCE

e2F01 WRAPPER 2 e2P02-A FLORAL ROUND ISLAND DISPLAY, WITH WIRE GRID 1 e2P02-I FLORAL DISPLAY, 3 STEP, W/ GRID TOP 2 e2P08-C TILT TOP EURO TABLE, 4' W x 3' D, WITH DRAWER 28 e2P16-B ORCHARD BIN, OAK, 4' x 4', WITH ICE RESERVOIR 4 e2P22-E MOBILE END CAP FOR EURO TABLE, 3 TIER, 3' D 4 e2P30-S3L DISPLAY, PRODUCE, END CAP, CRATE STYLE, LEFT UNIT, 36 IN. L 10 e2P30-S3R DISPLAY, PRODUCE, END CAP, CRATE STYLE, RIGHT UNIT, 36 IN. L 10

RECEIVING

e1R00-B BALER, CARDBOARD, VERTICAL, MEDIUM 2 e1R05-A PALLET JACK, ELECTRIC WALKIE, 6000 LB. CAPACITY, COMES WITH CHARGER 3 e1R06 FORKLIFT, ELECTRIC, 4500 LB. CAPACITY, LOW PROFILE, COMES WITH CHARGER 2 e1R08 PALLET JACK, ELECTRIC WALKIE-RIDER, 6000 LB CAPACITY, COMES W/ CHARGER 3 e2R16 RACK, STORAGE, LOADED PALLET 23 e2R19 RACK, STORAGE, LOADED PALLET 12 e2R24 SHELVING, FOOD STORAGE 22

3/16" = 1'-0"

1 STAINLESS STEEL BUMPER RAIL INSTALLATION DETAILS

3 7-24-2018 REVISIONS TO BID DOCUMENTS

07/25/2018

HDEC03-18-R-0007

AMENDMENT 0006

ATTACHMENT 07

1 3

3 5 9 13

WW

14.8 17 19

VV

UU

SS

RR

PP

NN

MM

H

CC

BB

4 5.3 6

7 7.9 8

12 14

15 16 18 20 21 22 24 25 27

28 29 30

31 32 33 34

D

F

G

J

K

L

E

A A

25.2

TT

e

E

-B e1G11

(2 '-0 2' -0

ICE

(14 EXISTING LOCKERS)

e1B13 e

R e

R e

R e

R e

R e

R e2R24 e4S03-D e2B01 e1B20-B e2M06 e2D01 e2D01 e

B e1B14 e2D02 e1B00 e1D05 e

D e

D e2D00 e2D02

(4)

(2) (3) e

R e

R e

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R e2R19 e2R19 e1A03-R e1A03-R e1A03-R e

G e

G e

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(2 '-0 2' -0

(2 '-0 2' -0

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(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

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B e

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B e1D00-12e1D00-12e1D00-8 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e1G08e1G08 e

T F

P E

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G

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M

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IN

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EWC VENDING

e2A04 e2A26

(21 EXISTING

LOCKERS)

(21 EXISTING

LOCKERS)

e2A27 e2A27 e2A27 e2A27e2A27

(3)

(7

(3

(4

(3)

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P

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M e V

M e V

M e1M04-8 1M07-12 1M07-12 e1M02-12e1M02-12e1M02-12e1M02-12e1M02-12e1M02-12 e V

MeVM e V

M eVM e V

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(19 DOORS)

e2R16 e2R16 e2R16 e2R16 e2R16 e2R16e2R16e2R16e2R16e2R16 e

R e

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R e2R16 e2R16 e2R16 e2R16 e

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M e1M16 e1M20-B e

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SYMBOL LEGEND

TO REMAIN (BLACK)

TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE RELOCATED BY GOVERNMENT (BLUE)

EQUIPMENT TO BE REMOVED BY GOVERNMENT (CYAN)

EQUIPMENT TO BE RELOCATED BY CONTRACTOR (GREEN)

3B 2B

16A

21A

20A

86B86A

76 75 77

793A2A

6A 72

69D

69A

38 6B

69C

20C

16B

45 57

44A

44B

21B

20B

69B

21C

R E

G

IS

T E R E D A R C H IT E

C

T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E R E D A R C H IT E

C

T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E R E D A R C H IT E

C

T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

QD100

ECL

JAR

ECL

DEMOLITION EQUIPMENT PLAN

05/30/18

1/16" = 1'-0"

1 DEMOLITION OVERALL EQUIPMENT PLAN

KEY PLAN

D C

A B

ROOM INDEX...

ROOM

NUMBER NAME

69D BAKERY/DELI DISPLAY AREA

72 BAKERY/DELI SERVICE AREA

73 DELI. PREP.

74 BAKERY PREP.

75 BAKERY COOLER

76 BAKERY FREEZER

77 DELI COOLER

78 BAKERY/DELI DRY STRO.

79 BAG STORAGE

80 BAGGER BREAKROOM

81 CHECKOUT AREA

82 CUSTOMER CHECKOUT QUEUING

83 MECHANICAL MEZZANINE

83B MECH. MEZZ. STAIR

84 VENDOR

86A WOMEN'S RESTROOM- BAGGER

86B MEN'S RESTROOM- BAGGER

ROOM INDEX...

ROOM

NUMBER NAME

54 RECEIVING AISLE

55 MEAT PROCESSING

56 MEAT WRAPPING

57 MEAT MANAGER

58 MEAT RESTOCKING AISLE

59 BULK MEAT STORAGE

60 FAT & BONES

62 POULTRY STORAGE

63 CHASE

64 UNION OFFICE

65 GROCERY OFFICE

66 RECEIVING OFFICE

67 DAIRY STORAGE

68 FROZEN FOOD STORAGE

69A SALES

69B PRODUCE

69C DAIRY ALCOVE

ROOM INDEX...

ROOM

NUMBER NAME

32 STORAGE

33 OPERATING SUPPLY STORAGE

34 MEDICAL FOOD INSPEC.

35 RECEIVING MANAGER

36 RECEIVING

37 STAGING AREA

38 MHE CHARGING AREA

39 MASS DISPLAY

41 PLANT DISPLAY

42 OFFICE

43 PRODUCE CHILLED STORAGE

44A PRODUCE PROCESSING

44B PRODUCE AMBIENT STORAGE

45 PRODUCE MANAGER

47 MEAT/PRODUCE OPERATING SUPPLY STOR.

51 RESTROOM- MEN'S

53 RESTROOM- WOMEN'S

ROOM INDEX...

ROOM

NUMBER NAME

16B BREAKROOM

17 TRAINING ROOM

18 SCANNING SUPPORT (ADP)

19 STORE MANAGER

20A JANITOR

20B JANITOR

20C JANITOR

21A VESTIBULE

21B VESTIBULE

21C VESTIBULE

22 ADMIN. STORAGE (ABOVE)

23 DAMAGED MERCHANDISE

25 LOCKER ROOM-WOMEN

26 EMPLOYEE TOILET-WOMEN

27 EMPLOYEE TOILET-MEN

28 LOCKER ROOM-MEN

30 CONTRACT STOCKER STORAGE

ROOM INDEX...

ROOM

NUMBER NAME

1 ENTRY VESTIBULE

2A EXIT VESTIBULE

2B EXIT VESTIBULE

3A CARRYOUT RETURN VESTIBULE

3B CARRYOUT RETURN VESTIBULE

4 CASHIER OFFICE

5 CASH COUNTING

6A PATRON SERVICE/ID

6B CUSTOMER SERVICE

7 PATRON WAITING / CHECK WRITING

10 PATRON -MEN

11 PATRON -WOMEN

12 COMM. OFFICER

13 ADMIN. ENTRY VESTIBULE

14 ADMIN. CORRIDOR

15 ADMINISTRATIVE AREA

16A BREAKROOM

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLORSCALE : 1/16" = 1'-0"

0 8 16 32

NORTH

3 7-24-2018 REVISIONS TO BID DOCUMENTS

07/25/2018

HDEC03-18-R-0007

1 3

NN

MM

H

CC

BB

2 4 5.3 6 7 7.9 8

11 12 14 15 16 18 20 21 22 24 25 27 28 29 30 31

D

F

G

J

K

L

E

A A

.5 e

E

-B

(2 '-0 2' -0

MATCHLINE MATCHLINE

ICE

(14 EXISTING LOCKERS)

e1B13 e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e

R e2R24 e

R e

R e4S03-D e2B01 e1B20-B e2M06 e2D01 e

D e

B e1B14 e2D02 e1B00 e1D05 e

D e

D e2D00 e2D02

(4)

(2) (3) e

R e

R e

R e

R e2R19 e2R19 e1A03-R e1A03-R e1A03-R e

G e

G e

G e

G e

G e

G e

G e

G e

G e

G e

G e

G e

G e

G e2G13e2G13e2G13 e1A03-R e1A03-R e2G16e2G16e2G16 e

G e

G e

G e

G e

G e

P

-1 e

P

-1 e

V M e

P

-1 e

E e

E e

E e

E e

E

-D e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B e

E

-B

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0 e

G

-A e

G

-A e

G

-A e

G

-A e

G

-A e

G e

G

-A e

G

-A e

G

-A e

G

-A e

G e1E10 e2PXX e2PXX e

P X

X e

P

X X e

D e1D01 e1G00 e1G00 e

B e

B e

B e1D00-12e1D00-12e1D00-8 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e2G15 e1G08e1G08 e

T F

P E

-6 e

D

-4 e4TFPE-6 e

G

-5 e

G

-5 e

G

-5 e1G07-12 e1G07-12 e1G07-12 e1G07-12 e1G06 e

M

-1 e

M

-1 e

M

-1 e

M

-1 e

G

-3 e

G

-5 e

G

-5 e

G

-5 e

G

-3 e

G

-3 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e1G07-12 e

M

-1 e

G

-5 e

R e

R e

R e

R e

R e

R e2B00

EWC

V E N

D

IN

G e2A04

E W

C

VENDING

e2A04 e2A26

(21 EXISTING

LOCKERS)

(21 EXISTING

LOCKERS)

e2A27 e2A27e2A27 e2A27 e2A27 e2A27 e2A27 e2A25 e4SMA

1D06 1D06 e

-2 D

G

-4 e

G

-5 e

G

-5

1 3B 2B7

16A

21A

20A

86B86A

76 75 77

793A2A

6A

69D

69A

38 6B

SYMBOL LEGEND

TO REMAIN (BLACK)

TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE RELOCATED BY GOVERNMENT (BLUE)

EQUIPMENT TO BE REMOVED BY GOVERNMENT (CYAN)

EQUIPMENT TO BE RELOCATED BY CONTRACTOR (GREEN)

R E

G

IS

T E RE D A R CH IT E

C

T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E RE D A R CH IT E

C

T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E RE D A R CH IT E

C

T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

QD101

ECL

JAR

ECL

DEMOLITION EQUIPMENT PLAN - AREA A & B

05/30/18

KEY PLAN

D C

A B

3/32" = 1'-0"

1 DEMOLITION EQUIPMENT PLAN - AREA A & B

NORTH

SCALE : 3/32" = 1'-0"

0 8 16 32

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLORROOM INDEX...

ROOM

NUMBER NAME

69D BAKERY/DELI DISPLAY AREA

72 BAKERY/DELI SERVICE AREA

73 DELI. PREP.

74 BAKERY PREP.

75 BAKERY COOLER

76 BAKERY FREEZER

77 DELI COOLER

78 BAKERY/DELI DRY STRO.

79 BAG STORAGE

80 BAGGER BREAKROOM

81 CHECKOUT AREA

82 CUSTOMER CHECKOUT QUEUING

83 MECHANICAL MEZZANINE

83B MECH. MEZZ. STAIR

84 VENDOR

86A WOMEN'S RESTROOM- BAGGER

86B MEN'S RESTROOM- BAGGER

ROOM INDEX...

ROOM

NUMBER NAME

54 RECEIVING AISLE

55 MEAT PROCESSING

56 MEAT WRAPPING

57 MEAT MANAGER

58 MEAT RESTOCKING AISLE

59 BULK MEAT STORAGE

60 FAT & BONES

62 POULTRY STORAGE

63 CHASE

64 UNION OFFICE

65 GROCERY OFFICE

66 RECEIVING OFFICE

67 DAIRY STORAGE

68 FROZEN FOOD STORAGE

69A SALES

69B PRODUCE

69C DAIRY ALCOVE

ROOM INDEX...

ROOM

NUMBER NAME

32 STORAGE

33 OPERATING SUPPLY STORAGE

34 MEDICAL FOOD INSPEC.

35 RECEIVING MANAGER

36 RECEIVING

37 STAGING AREA

38 MHE CHARGING AREA

39 MASS DISPLAY

41 PLANT DISPLAY

42 OFFICE

43 PRODUCE CHILLED STORAGE

44A PRODUCE PROCESSING

44B PRODUCE AMBIENT STORAGE

45 PRODUCE MANAGER

47 MEAT/PRODUCE OPERATING SUPPLY STOR.

51 RESTROOM- MEN'S

53 RESTROOM- WOMEN'S

ROOM INDEX...

ROOM

NUMBER NAME

16B BREAKROOM

17 TRAINING ROOM

18 SCANNING SUPPORT (ADP)

19 STORE MANAGER

20A JANITOR

20B JANITOR

20C JANITOR

21A VESTIBULE

21B VESTIBULE

21C VESTIBULE

22 ADMIN. STORAGE (ABOVE)

23 DAMAGED MERCHANDISE

25 LOCKER ROOM-WOMEN

26 EMPLOYEE TOILET-WOMEN

27 EMPLOYEE TOILET-MEN

28 LOCKER ROOM-MEN

30 CONTRACT STOCKER STORAGE

ROOM INDEX...

ROOM

NUMBER NAME

1 ENTRY VESTIBULE

2A EXIT VESTIBULE

2B EXIT VESTIBULE

3A CARRYOUT RETURN VESTIBULE

3B CARRYOUT RETURN VESTIBULE

4 CASHIER OFFICE

5 CASH COUNTING

6A PATRON SERVICE/ID

6B CUSTOMER SERVICE

7 PATRON WAITING / CHECK WRITING

10 PATRON -MEN

11 PATRON -WOMEN

12 COMM. OFFICER

13 ADMIN. ENTRY VESTIBULE

14 ADMIN. CORRIDOR

15 ADMINISTRATIVE AREA

16A BREAKROOM

3 7-24-2018 REVISIONS TO BID DOCUMENTS

07/25/2018

HDEC03-18-R-0007

1 3 5 9 13

WW

14.8 17 19 23

VV

UU

SS

RR

PP

4 7 12 15 22

28 3126

XX

25.2.5

TT

e1G11

(2 '-0 2' -0

(19 DOORS)

e2A04 e2R16 e2R16 e2R16 e2R16 e2R16 e2R16 e2R16 e2R16 e2R16 e2R16 e

R e

R e

R e

R e4S01-R e

R

MATCHLINE MATCHLINE

e2R16 e2R16 e2R16 e2R16 e2R16 e1G00 e1G00 e

G

-8 e

G

-1 e

G

-1 e

G

-1 e V

M eVM eVM e V

M e V

M e V

M e1M04-8 1M07-12 1M07-12 e

G

-1 e

G

-1 e

G

-1 e1G06 e

G

-5 e1G08 e

G

-5 e

G

-5 e

G

-5 e

M

-1 e

G

-1 e

G

-1 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e

G

-5 e1G07-12 e1G07-12 e1G07-12 e

G e

G

-A e

G

-A

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0

(2 '-0 2' -0 e

G

-A e

G

-A e

G e

G

-A e

G

-A e

G

-A e

G

-A e

G

-A e1M02-12e1M02-12e1M02-12e1M02-12e1M02-12e1M02-12e

P

-0 e 1P

02-08 eVM e1P02-08e1P02-12e1P02-12 e 1P

2-e

P

-0 e

P

-1 e

P

-1 e

P

-0 e

P

-0

81R09 e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A e2G15A

VENDING

e

R

-B e

R

-B e

R e

R e

R e

R e2A08-A e

A e

A

-A e2A09 e

R e

R e

R e2R21 e

R e

R e2PXX e2PXXe2PXX e2A04

4S03-D

4S00 e

R

6 e

R e

R e

R e

R e

R e

R e1M30-W

S

-D

S

4S00 e2A06-A e2A04 e

A

-B e

A

-B e

A e

A e2A09 e2A14-B e2A08-A e2A14-B e2A09 e4IFWT2 e V

M e V

M e V

M e V

M

L O C K E R S

B E N C H

B E N C H

L O C K E R S e2A27e2A27 e2A27 e2A27 e1M28-AW e1M28-AW e1M28-AW e1M30-W e

S M

A e

T F

P -6 e1M34 e

T F

P -6 e

M e

S M

A e

T F

P -6 e4TMP-6 e4TMP-6 e

M e

M e

T M

P -6 e

T M

P -6 e

T M

P -6 e

M e4TMP-6 e4TMP-6 e1M16 e

M e1M16 e1M20-B e

T M

P -6 e1M37 e4TMP-6

(2) e

F e

F e4TFP-6 e4SPPM-W e4TFPE-6 e

A

-A e

A

-A e

A e

A

-B e2A26 e

T V

E T

-4 e2A06-A e2A14-B e2A09 e2A12 e

A e

A

-A

(2) e

G

-5

20B

21B

35 34

44A

44B 47

45 59

16B

53 51

21C

69B

69C

69A

20C

56 62

83B

SYMBOL LEGEND

TO REMAIN (BLACK)

TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE REMOVED BY CONTRACTOR (RED)

EQUIPMENT TO BE RELOCATED BY GOVERNMENT (BLUE)

EQUIPMENT TO BE REMOVED BY GOVERNMENT (CYAN)

EQUIPMENT TO BE RELOCATED BY CONTRACTOR (GREEN)

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

QD102

ECL

JAR

ECL

DEMOLITION EQUIPMENT PLAN - AREA C & D

05/30/18

KEY PLAN

D C

A B

3/32" = 1'-0"

1 DEMOLITION EQUIPMENT PLAN - AREA C & D

NORTH

SCALE : 3/32" = 1'-0"

0 8 16 32

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLORROOM INDEX...

ROOM

NUMBER NAME

69D BAKERY/DELI DISPLAY AREA

72 BAKERY/DELI SERVICE AREA

73 DELI. PREP.

74 BAKERY PREP.

75 BAKERY COOLER

76 BAKERY FREEZER

77 DELI COOLER

78 BAKERY/DELI DRY STRO.

79 BAG STORAGE

80 BAGGER BREAKROOM

81 CHECKOUT AREA

82 CUSTOMER CHECKOUT QUEUING

83 MECHANICAL MEZZANINE

83B MECH. MEZZ. STAIR

84 VENDOR

86A WOMEN'S RESTROOM- BAGGER

86B MEN'S RESTROOM- BAGGER

ROOM INDEX...

ROOM

NUMBER NAME

54 RECEIVING AISLE

55 MEAT PROCESSING

56 MEAT WRAPPING

57 MEAT MANAGER

58 MEAT RESTOCKING AISLE

59 BULK MEAT STORAGE

60 FAT & BONES

62 POULTRY STORAGE

63 CHASE

64 UNION OFFICE

65 GROCERY OFFICE

66 RECEIVING OFFICE

67 DAIRY STORAGE

68 FROZEN FOOD STORAGE

69A SALES

69B PRODUCE

69C DAIRY ALCOVE

ROOM INDEX...

ROOM

NUMBER NAME

32 STORAGE

33 OPERATING SUPPLY STORAGE

34 MEDICAL FOOD INSPEC.

35 RECEIVING MANAGER

36 RECEIVING

37 STAGING AREA

38 MHE CHARGING AREA

39 MASS DISPLAY

41 PLANT DISPLAY

42 OFFICE

43 PRODUCE CHILLED STORAGE

44A PRODUCE PROCESSING

44B PRODUCE AMBIENT STORAGE

45 PRODUCE MANAGER

47 MEAT/PRODUCE OPERATING SUPPLY STOR.

51 RESTROOM- MEN'S

53 RESTROOM- WOMEN'S

ROOM INDEX...

ROOM

NUMBER NAME

16B BREAKROOM

17 TRAINING ROOM

18 SCANNING SUPPORT (ADP)

19 STORE MANAGER

20A JANITOR

20B JANITOR

20C JANITOR

21A VESTIBULE

21B VESTIBULE

21C VESTIBULE

22 ADMIN. STORAGE (ABOVE)

23 DAMAGED MERCHANDISE

25 LOCKER ROOM-WOMEN

26 EMPLOYEE TOILET-WOMEN

27 EMPLOYEE TOILET-MEN

28 LOCKER ROOM-MEN

30 CONTRACT STOCKER STORAGE

ROOM INDEX...

ROOM

NUMBER NAME

1 ENTRY VESTIBULE

2A EXIT VESTIBULE

2B EXIT VESTIBULE

3A CARRYOUT RETURN VESTIBULE

3B CARRYOUT RETURN VESTIBULE

4 CASHIER OFFICE

5 CASH COUNTING

6A PATRON SERVICE/ID

6B CUSTOMER SERVICE

7 PATRON WAITING / CHECK WRITING

10 PATRON -MEN

11 PATRON -WOMEN

12 COMM. OFFICER

13 ADMIN. ENTRY VESTIBULE

14 ADMIN. CORRIDOR

15 ADMINISTRATIVE AREA

16A BREAKROOM

3 7-24-2018 REVISIONS TO BID DOCUMENTS

07/25/2018

HDEC03-18-R-0007

DHU1 DUAL-CIRCUIT

HEAT RECLAIM COIL

(MARKS HRC-1 &

HRC-2).

CONTINUATIONS TO /

FROM RESPECTIVE

COMPRESSOR

SYSTEM. REFER TO

DETAIL #2 OF THIS

SHEET FOR

CONTINUATIONS.

HWHR-3

DOUCETTE HEAT EXCHANGER FOR

HOT WATER RECLAIM FIELD

INSTALLED ABOVE WALK-IN

COOLER AT THIS APPROXIMATE

LOCATION BY REFRIGERATION

CONTRACTOR. SUPPORT AS

REQUIRED BY MANUFACTURER.

CONTINUATION TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-6

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

CONTINUATIONS TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-1

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

CONTINUATION TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-2

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

CONTINUATION TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-4

CONTINUATIONS TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-3

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

HWHR-1

DOUCETTE HEAT EXCHANGER FOR HOT

WATER RECLAIM FIELD INSTALLED

ABOVE WALK-IN COOLER AT THIS

APPROXIMATE LOCATION BY

REFRIGERATION CONTRACTOR.

SUPPORT AS REQUIRED BY

MANUFACTURER.

DC20 HEAT EXCHANGER SIZE:

51" L x 4.75" W x 22.8125" H

HEAT EXCHANGER WEIGHT:

120 LBS.

HWHR-2

DOUCETTE HEAT EXCHANGER FOR HOT

WATER RECLAIM FIELD INSTALLED

ABOVE WALK-IN COOLER AT THIS

APPROXIMATE LOCATION BY

REFRIGERATION CONTRACTOR.

SUPPORT AS REQUIRED BY

MANUFACTURER.

DC10 HEAT EXCHANGER SIZE:

49" L x 2.75" W x 22.5" H

HEAT EXCHANGER WEIGHT:

65 LBS.

DC10 HEAT EXCHANGER SIZE:

49" L x 2.75" W x 22.5" H

HEAT EXCHANGER WEIGHT:

65 LBS.

CONTINUATION TO / FROM HRC-2.

REFER TO DETAIL #1 OF THIS

SHEET FOR CONTINUATION.

CONTINUATION TO / FROM HRC-1.

REFER TO DETAIL #1 OF THIS SHEET

FOR CONTINUATION.

W

V

U

T

S

R

9 13 14.8 17 19 23 312625.2

W

V

U

T

S

14.8 17 19 23

CONTINUATION TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-5

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

CONTINUATION TO /

FROM SALES FLOOR

THROUGH NEW PITCH

POCKET.

CS-7

REFRIGERATION ENCLOSURE SIZE:

185" x 42" x 56.5"

REFRIGERATION ENCLOSURE WEIGHT:

3,700 LBS.

1 3.5

REFRIGERATION PLAN - MECHANICAL MEZZANINE

SCALE : 1/8" = 1'-0"

0 4 8 16

JCS

JCS

JCS

REFRIGERATION PLAN - MEZZANINE & ROOF

R-105

REFRIGERATION PLAN - ROOF AREA (PARTIAL)

SCALE : 1/8" = 1'-0"

0 4 8 16

REFRIGERATION KEY NOTES:

NEW 'CLF' PANELS FOR REFRIGERATION CIRCUIT FAN, LIGHT AND

ANTI-SWEAT LOADS TO BE INSTALLED AT THIS LOCATION.

EXISTING 800A PANEL 'DP' TO REMAIN AND BE REUSED.

PROVIDE NEW HEAT RECLAIM PIPING FROM THIS RACK SYSTEM TO

HWHR-1 , 2 & 3 (RESPECTIVELY) LOCATED ABOVE COOLERS.

BACHARACH RDM800 / HGM300 LEAK DETECTION SYSTEM WITH REMOTE

SENSORS AS INDICATED ON R-101 THROUGH R-104.

PROVIDE NEW RMCS EQUIPMENT AS PHASING PERMITS.

EXISTING 225kVA REFRIGERATION ELECTRICAL TRANSFORMER TO

REMAIN AND BE REUSED.

EXISTING 1200A PANEL 'CP' TO REMAIN AND BE REUSED.

PROVIDE NEW CURRENT TRANSDUCERS AS REQUIRED TO INTERFACE

WITH EXISTING ELECTRICAL EQUIPMENT FOR RMCS MONITORING

PURPOSES. MONITORING SHALL CONSIST OF MAIN ELECTRICAL FEED,

SALES LIGHTS FEED, OUTSIDE LIGHTS FEED, ACCENT LIGHTS FEED,

HVAC UNIT PANEL MAIN FEED. TERMINATE CT WIRING AT RMCS INPUT

BOARD IN MECHANICAL MEZZANINE.

NEW COMPRESSOR SYSTEM TO BE MOUNTED ON NEW

ARCHITECTURAL CURB ON ROOF LEVEL.

TYPICAL REFRIGERATION LOOP PIPING FURNISHED AND INSTALLED BY

THE REFRIGERATION INSTALLATION CONTRACTOR TO BE RUN ON

BUILDING ROOF. THE PIPING SHALL BE SUPPORTED BY HYDRA-ZORB

CLAMPED UNI-STRUT TRAPEZE TYPE PIPING SUPPORTS MOUNTED ON

4X4 PRESSURE TREATED WOOD BLOCKING WITH ROOF PAD BENEATH

SUPPLIED AND INSTALLED BY THE REFRIGERATION INSTALLATION

CONTRACTOR.

SEQUENCE

NO.

SHEET NO.

OF

DATE: 30-MAY-2018SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EA16MI05

RTA SOLICITATION ISSUE

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

KEY PLAN

D C

A B

5-30-20181 RTA SOLICITATION ISSUE

05-30-2018

7-24-20183 REVISIONS TO BID DOCUMENTS

NORTH

NORTH

HDEC03-18-R-0007

STRUCTURAL GENERAL NOTES(NOTE: NOT ALL ABBREVIATIONS USED)ABBREVIATIONS

STRUCTURAL DESIGN CRITERIA

#XXNUMBER

A.F.F. ABOVE FINISHED FLOOR

ADD'L ADDITIONAL

ADJ ADJACENT

ARCH. ARCHITECTURAL

B.F.F. BELOW FINISHED FLOOR

BLDG. BUILDING

BOT BOTTOM

BTWN BETWEEN

C STANDARD CHANNEL

CFS COLD-FORMED STEEL

CJ CONTROL/CONSTRUCTION/

CONRACTION JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTER LINE

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.B. DECK BEARING

DBA DEFORMED BAR ANCHOR

DIA DIAMETER

DTL DETAIL

E.F. EACH FACE

EA. EACH

ELEV. ELEVATION

EW EACH WAY

EXIST. EXISTING

EXP. EXPANSION

FF FINISHED FLOOR

FLR FLOOR

FS FAR SIDE

FTG FOOTING

G.C. GENERAL CONTRACTOR

GA. GAUGE

GALV. GALVANIZED

H.S. HIGH STRENGTH

HORIZ. HORIZONTAL

HSS ROUND, SQUARE, OR

RECTANGULAR

STRUCTURAL TUBING

ID INSIDE DIAMETER

JT. JOINT

K or k KIP (1,000 LBS)

KCJ KEYED CONTROL JOINT

KSI KIPS PER SQUARE INCH

L ANGLE

LBS POUNDS

LF LINEAL FOOT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSL LONG SLOTTED HOLES

MANUF. MANUFACTURER

MATL. MATERIAL

MAX. MAXIMUM

MC MISCELLANEOUS

CHANNEL

MECH. MECHANICAL

MIN. MINIMUM

MISC MISCELLANEOUS

N.T.S. NOT TO SCALE

NS NEAR SIDE

Ø DIAMETER

O.C. ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

P.J. PANEL JOINT

PAF POWDER ACTUATED

FASTENER

PL PLATE

PLBG PLUMBING

PSF POUNDS PER SQ FOOT

PSI POUNDS PER SQ INCH

REINF. REINFORCEMENT

REQ'D. REQUIRED

SC SLIP CRITICAL

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SJ SAWN JOINT

SPA. SPACE

SQ SQUARE

SSL SHORT SLOTTED HOLES

STD. STANDARD

T&B TOP AND BOTTOM

T.O.F. TOP OF FOOTING

T.O.S. TOP OF STEEL or TOP OF

SLAB

T.O.W. TOP OF WALL

TC TENSION CONTROL

THRU THROUGH

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT.

OR V VERTICAL

VSC VERTICAL SLIDING CLIP

W WIDE FLANGE

W.W.R. WELDED WIRE REINF.

w/ WITH

WP WORK POINT

WT TEE SHAPE MADE FROM

W SHAPE

X/S-YYYSECTION/DETAIL "X" ON

SHEET "S-YYY"

XX# POUNDS

ZRC ZINC BASE PAINT

A. SPECIAL INSPECTIONS:

1. QUALIFIED INSPECTORS SHALL CONDUCT SPECIAL INSPECTIONS AND TESTS AND FURNISH

REPORTS AS SPECIFIED IN SECTION 014500 AND IN ACCORDANCE WITH CHAPTER 17,

INTERNATIONAL BUILDING CODE.

2. THE CONTRACTOR SHALL COORDINATE THE SPECIAL INSPECTIONS AND TESTING SERVICES WITH

THE PROGRESS OF THE WORK, PROVIDE THE APPROPRIATE DOCUMENTATION AND PERFORM

OTHER TASKS AS SPECIFIED IN SECTION 014500.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER INSPECTIONS OR TESTS IN THE

SPECIFICATIONS, NOT LISTED IN THE SCHEDULE OF SPECIAL INSPECTION SERVICES IN SECTION 014500.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIR, REINSPECTION AND RETESTING

FOR ITEMS THAT DO NOT PASS THE INSPECTIONS OR TESTS.

5. SPECIAL INSPECTION SERVICES DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH OTHER CONSTRUCTION DOCUMENT REQUIREMENTS OR REGULATORY REQUIREMENTS.

B. STABILITY DURING CONSTRUCTION, SHORING, & TEMPORARY STRUCTURES:

1. PERMANENT STABILITY OF THE BUILDING AND COMPONENTS IS NOT PROVIDED UNTIL ALL THE

STRUCTURAL ELEMENTS ARE INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS; PROVIDE

STABILITY TO ALL NON-SELF SUPPORTING ELEMENTS AND SAFETY TO ALL WORKERS, ANIMALS AND PROPERTY DURING CONSTRUCTION AND UNTIL ALL PERMANENT BRACING ELEMENTS ARE INSTALLED.

2. WHERE SHORING AND/OR TEMPORARY STRUCTURES ARE REQUIRED IN ORDER TO SATISFY THE

CONTRACT REQUIREMENTS; TEMPORARY STRUCTURES SHALL BE DESIGNED AND BUILT WITHOUT

EXTRA COST TO THE CONTRACT. THE DESIGN SHALL BE DONE BY A REGISTERED PROFESSIONAL

ENGINEER.

3. BRACING USED TO STABILIZE THE BUILDING DURING THE ERECTION PROCESS SHALL BE

DESIGNED TO NOT TWIST OR DISTORT MEMBERS. SPECIFICALLY, IF CABLES ARE USED THEY

SHALL BE ATTACHED TO THE CENTER OF THE COLUMN AND NOT WRAPPED AROUND THE COLUMN

IN A MANNER THAT WILL TWIST THE COLUMN.

4. THE TEMPORARY BRACING USED TO STABILIZE THE BUILDING DURING THE ERECTION PHASE SHALL BE DESIGNED FOR LOADS AS REQUIRED BY THE APPLICABLE CODES. THE DESIGN OF THE

RACING SHALL TAKE INTO ACCOUNT ADDITIONAL FORCES DUE TO THERMAL CONTRACTION AND

EXPANSION OF THE BUILDING FRAME AND BRACES.

5. THE ANCHOR RODS FOR STEEL COLUMNS ARE NOT DESIGNED TO STABILIZE STRUCTURE BY

PROVIDING FIXITY OF THE COLUMN BASE DURING ERECTION OF THE STEEL. PROVIDE TEMPORARY BRACING FOR STABILITY DURING THE ERECTION PHASE AND UNTIL ALL GRAVITY AND LATERAL LOAD RESISTING ELEMENTS ARE IN PLACE AND WELDING AND/OR BOLTING INSPECTION IS COMPLETE.

6. COMPLY WITH THE OSHA SAFETY STANDARDS FOR STEEL ERECTION FOR THE ERECTION OF THE

BUILDING FRAME.

C. DEFLECTION AND SHORTENING OF STRUCTURAL ELEMENTS:

1. HORIZONTAL STRUCTURAL MEMBERS DEFLECT AND VERTICAL MEMBERS SHORTEN UNDER

SUPERIMPOSED LOADS. MAKE NECESSARY ADJUSTMENTS TO ALLOW FOR THESE MOVEMENTS.

D. RENOVATIONS AND ADDITIONS TO EXISTING BUILDINGS:

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND MAKE NECESSARY CHANGES AND

NOTIFICATIONS IF THE DIMENSIONS AND CONDITIONS VARY FROM THOSE SHOWN OR NOTED ON

THE CONTRACT DRAWINGS.

2. SCHEDULE AND COORDINATE WORK TO PREVENT DAMAGE TO THE BUILDING OUTSIDE THE LIMITS OF THE CONTRACT. REPAIR AT NO ADDITIONAL COST TO THE GOVERNMENT ANY DAMAGE CAUSED

BY THE CONSTRUCTION.

3. INSTALL PIPING, CONDUIT, ETC. WITHIN THE EXISTING STRUCTURE AND UNDER THE EXISTING

FLOOR SLAB/STRUCTURE AS SHOWN ON THE CONTRACT DOCUMENTS. UNLESS SHOWN

OTHERWISE, ESTABLISH THE METHOD OF INSTALLATION AND REPAIR AND REPLACEMENT OF THE

FLOOR STRUCTURE INCLUDING THE SLAB ON GRADE.

4. FIELD VERIFY SIZES & LAYOUT OF EXISTING STRUCTURAL MEMBERS NOTED ON STRUCTURAL

PLANS. NOTIFY CONTRACTING OFFICER IF SIZES OR LAYOUT DIFFERS FROM PLANS.

5. DO NOT OVER CUT OPENINGS IN EXISTING CONCRETE WALLS. SAW TO EDGE OF OPENING WITH A CIRCULAR CONCRETE SAW & REMOVE PORTION LEFT WITH CHAIN SAW TYPE CONCRETE SAW OR SIMILAR.

E. MISCELLANEOUS:

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DRAWINGS RELATING TO OTHER TRADES. CHECK AND COORDINATE DIMENSIONS, CLEARANCES, OPENINGS, PIPE SLEEVES, CURBS, ETC. WITH THE WORK OF OTHER TRADES.

2. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. EXAMINE THE

DRAWINGS FOR REQUIRED OPENINGS AND PROVIDE FOR ALL OPENINGS WHETHER SHOWN ON

THESE DRAWINGS OR NOT, AND VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-

CONTRACTORS. NOMINAL PIPE SLEEVES THROUGH THE DECK WILL NOT REQUIRE FRAMING

UNLESS THE OPENING EXCEEDS 10" IN DIAMETER.

3. WORK NOT INDICATED ON A PART OF THE DRAWING BUT REASONABLY IMPLIED TO BE SIMILAR TO

THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

4. LOADINGS FOR MECHANICAL ROOMS ARE BASED ON THE WEIGHTS OF ASSUMED EQUIPMENT AS INDICATED ON THE MECHANICAL DRAWINGS (INCLUDING THE WEIGHT OF CONCRETE PADS, WHERE

INDICATED). ANY CHANGES IN TYPE, SIZE, OR NUMBER OF PIECES OF EQUIPMENT SHALL BE

REPORTED TO THE CONTRACTING OFFICER FOR VERIFICATION OF THE ADEQUACY OF

SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF SUCH EQUIPMENT.

5. DESIGN OF CRANE OPENINGS IN THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR.

THE DESIGN DOCUMENTS SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF FLORIDA. THE DESIGN AND ALL NECESSARY CALCULATIONS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR REVIEW. THE REVIEW IS NOT TO IMPLY ACCEPTANCE

OF RESPONSIBILITY FOR DESIGN ADEQUACY.

6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS.

7. ENSURE THAT ALL CONSTRUCTION LOADS DO NOT EXCEED THE DESIGN LIVE LOADS INDICATED

ON THE STRUCTURAL DRAWINGS AND THAT THESE LOADS ARE NOT PUT ON THE STRUCTURAL

MEMBERS PRIOR TO THE TIME THAT THE CONCRETE REACHES THE FULL DESIGN STRENGTH AND

ALL FRAMING MEMBERS AND THEIR CONNECTIONS ARE IN PLACE.

8. THE DETAILS SHOWN AND DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE

DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS

UNLESS NOTED OTHERWISE.

9. THE DETAILS ON THE CONTRACT DRAWINGS SHALL NOT BE REVISED WITHOUT PRIOR APPROVAL BY THE CONTRACTING OFFICER. IF PERMITTED, THE REVISED DETAILS AND CALCULATIONS SHALL BE DONE ONLY BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE CONTRACTING

OFFICER FOR APPROVAL.

10. CEILING PANELS OF WALK-IN COOLERS/FREEZERS SHALL BE SUSPENDED FROM ROOF

STRUCTURAL MEMBERS BY HANGER SUPPORTS ONLY AT LOCATIONS SHOWN ON DRAWINGS.

VERIFY SUPPORT DETAILS AND LOADS WITH COOLER MANUFACTURER. ANY ADDITIONAL STEEL

REQUIRED SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. ALL SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR

TO SUBMITTAL. INCOMPLETE SHOP DRAWINGS AND SHOP DRAWINGS THAT HAVE NOT BEEN

REVIEWED BY THE CONTRACTOR WILL BE RETURNED WITHOUT REVIEW BY THE

ARCHITECT/ENGINEER.

F. EARTHWORK:

1. FOUNDATION DESIGN IS BASED ON SOIL INVESTIGATION AND REPORT BY LARRY M. JACOBS & ASSC.

2. EXCAVATION SHOULD BE INITIATED DURING DRIER SEASONS OF THE YEAR. POSITIVE SURFACE DRAINAGE IS IMPORTANT DURING THE INITIAL PHASES OF SITE GRADING AND SHOULD BE MAINTAINED

DURING CONSTRUCTION AND FOLLOWING COMPLETION OF THE STRUCTURE TO PREVENT SURFACE

PONDING AND SUBSEQUENT SATURATION OF THE SUB GRADE SOILS. IF CONSTRUCTION IS INITIATED DURING WETTER SEASONS OF THE YEAR, IT IS LIKELY THAT A PERCHED GROUND WATER CONDITION

WILL EXIST AND MINOR SEEPAGE INTO EXCAVATIONS MAY OCCUR IN LOCALIZED AREAS.

3. THE SITE SHALL BE STRIPPED A MINIMUM OF 1'-0", PROOF ROLLED, COMPACTED FILL PLACED, AND EXCAVATED AS REQUIRED FOR FOUNDATION. SEE SPECIFICATION DIVISION 31 FOR EARTHWORK

REQUIREMENTS.

4. BACKFILL AS PER SPECIFICATION DIVISION 31, EARTHWORK, USING SPECIFIED BORROW MATERIAL.

5. TAKE ADEQUATE MEASURES TO ALLOW FOR WORKING SURFACE DURING CONSTRUCTION OF

FOUNDATIONS AND SLAB-ON-GRADE, SUCH AS GRAVEL BED OF ADEQUATE DEPTH, ETC.

6. PROVIDE FOR DRAINAGE OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, AND

SEEPAGE. SOME GROUND WATER IS ANTICIPATED IN FOOTING EXCAVATIONS, AND THEY SHALL BE

DRAINED OR PUMPED DRY BEFORE POURING CONCRETE.

7. PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING.

8. NOTIFY THE GEOTECHNICAL CONSULTANT AND THE CONTRACTING OFFICER ONE WEEK PRIOR TO

STARTING EXCAVATION.

9. BOTTOM OF ELEVATIONS FOR FOOTINGS GIVEN ARE FOR BIDDING PURPOSES ONLY. ALL THE FOOTINGS SHALL BE FOUNDED A MINIMUM OF 1 1/2 FEET BELOW EXISTING GRADE IN THE DARK GRAY

OR BROWN MEDIUM DENSE SILTY FINE SAND STRATUM. NET ALLOWABLE PRESSURE USED FOR

DESIGN OF THE FOOTINGS 2.0 KSF MAXIMUM FOR CONTINUOUS FOOTINGS AND 2.0 KSF MAXIMUM

FOR INDIVIDUAL PAD FOOTINGS.

10. ALL FOUNDATION BEARING CONDITIONS SHALL BE VERIFIED AND APPROVED BY THE

GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.

11. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0"

FROM ANY FOUNDATION WALL.

G. CONCRETE AND REINFORCING STEEL:

1. THE DESIGN OF THE CONCRETE STRUCTURE IS BASED ON ACI 318-11.

2. ALL REINFORCING SHALL BE A-615 GRADE 60 STEEL, U.N.O..

3. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED AS REQUIRED TO FURNISH SUPPORT FOR ALL BARS.

4. ALL REINFORCING BARS SHALL BE LAPPED 60 BAR DIAMETERS FOR #7 AND LARGER, 48 BAR

DIAMETERS FOR SMALLER BARS (24" MIN.), U.N.O.. LAP GRADE BEAM AND WALL TOP

REINFORCEMENT AT CENTER OF SPAN. LAP GRADE BEAM AND WALL BOTTOM REINFORCEMENT AT

SUPPORT. TERMINATE CONTINUOUS BARS AT NON CONTINUOUS END WITH STANDARD HOOKS.

ONLY APPROVED MECHANICAL SPLICE SYSTEMS SHALL BE USED TO PROVIDE TENSION SPLICES.

THE SPLICE SHALL DEVELOP 125% OF THE YIELD POINT STRENGTH OF THE BAR.

5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE 1" FOR SLABS AND WALLS. ALL

CONCRETE EXPOSED TO WEATHER OR EARTH SHALL HAVE CONCRETE COVER OF 2" FOR BARS

LARGER THAN #5, 1-1/2" FOR #5 BARS OR SMALLER, AND 3" FOR ALL CONCRETE PLACED AGAINST EARTH OR PERMANENTLY EXPOSED TO EARTH, U.N.O.. TOLERANCES SHALL BE AS PER ACI-318.

6. SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION

JOINTS TO THE CONTRACTING OFFICER FOR APPROVAL.

7. PIPES OR CONDUITS PLACED IN FOUNDATIONS AND SLABS SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTERS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. NO CONDUIT

SHALL BE PLACED WITHIN 24" OF COLUMN FACE.

8. PROVIDE CORNER BARS IN ALL CONCRETE MEMBERS AT INTERSECTIONS. MATCH SIZE AND

SPACING OF HORIZONTAL BARS IN THOSE MEMBERS.

9. LOCATION OF SLOTTED INSERTS, WELD PLATES AND ALL OTHER ITEMS TO BE EMBEDDED IN

CONCRETE SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

10. REINFORCING BARS SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED ON THE DRAWING AS

BEING WELDED. WELDED REINF. SHALL CONFORM TO ASTM A706.

11. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL

12. VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVE CURBS, ETC., AS REQUIRED

BY OTHER TRADES BEFORE CONCRETE IS PLACED.

13. PROVIDE SUPPORT FOR WELDED WIRE REINFORCEMENT IN SLAB ON GRADE AS REQUIRED TO

MAINTAIN THE CLEAR COVER DIMENSIONS INDICATED.

14. ALL LAPS IN WELDED WIRE REINFORCEMENT SHALL BE ONE MESH PLUS TWO INCHES AT SPLICES.

15. AGGREGATE FOR CONCRETE SHALL NOT CONTAIN LIGNITE, STEEL, OR OTHER MATERIALS THAT

MAY BE DETRIMENTAL TO THE CONCRETE.

16. ALKALI-SILICA REACTIVE (ASR) AGGREGATES ARE NOT ALLOWED.

17. MAXIMUM TOLERANCE FOR SLAB EDGES IS 1/2" +/- EXCEPT WHERE TIGHTER TOLERANCE IS

REQUIRED FOR ARCHITECTURAL REASONS.

18. CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH THE SPECIFICATIONS. WHEN

THE AIR TEMPERATURE IS OVER 85 DEGREES FOLLOW THE RECOMMENDATIONS OF ACI 305R.

WHEN THE AIR TEMPERATURE IS BELOW 40 DEGREES FOLLOW THE RECOMMENDATIONS OF ACI 306R.

19. ALL WELDED WIRE REINFORCEMENT SHALL BE PROVIDED IN SHEETS. ROLLS ARE NOT ACCEPTABLE.

20. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (f’c):

USE MINIMUM

COMPRESSIVE STRENGTH

FOOTINGS 3000 PSI

INTERIOR SLABS ON GRADE 4000 PSI

SEE SPECIFICATION SECTION 033000 FOR ADDITIONAL MIX DESIGN REQUIREMENTS.

H. ARCHITECTURAL PRECAST CONCRETE

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:

a. PROVIDING LINES, CENTERS, DIMENSIONS, AND ELEVATIONS IN SUFFICIENT DETAIL TO

ALLOW INSTALLATION OF ALL ARCHITECTURAL PRECAST ITEMS.

b. ENGINEERING DESIGN OF PRECAST ANCHORAGE. SUBMIT CALCULATIONS AND DRAWINGS TO

CONTRACTING OFFICER FOR REVIEW.

c. ENGINEERING DESIGN OF THE PRECAST INCLUDING REINFORCING FOR LINTEL BEAMS, LATERAL LOADS, TEMPERATURE, AND LIFTING STRESSES. SUBMIT CALCULATIONS AND

DRAWINGS TO CONTRACTING OFFICER FOR REVIEW.

2. THE SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED AND STAMPED BY A REGISTERED

ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW.

3. STRUCTURAL DESIGN FOR THE SUPPORTING STRUCTURE IS BASED ON EACH PRECAST PANEL

BEING SUPPORTED AT TWO LOCATIONS AS INDICATED ON THE FRAMING PLANS. THE HANGERS

AND KICKERS INDICATED ON THE PLANS ARE THE MINIMUM REQUIRED TO SUPPORT THE BOTTOM OF THE PANELS. ANY ADDITIONAL SUPPORT STEEL REQUIRED SHALL BE SUPPLIED AND ERECTED

AT NO ADDITIONAL COST TO THE OWNER.

4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN ON THE STRUCTURAL PLANS.

5. ALL CONNECTION HARDWARE SHALL BE HOT DIPPED GALVANIZED.

I. MASONRY WALLS:

1. THE DESIGN OF THE MASONRY WALLS IS BASED ON ACI 530-11.

2. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT UNITS.

3. SPECIFIED DESIGN COMPRESSIVE STRENGTH: f'm = 1,900 PSI. PER THE UNIT STRENGTH METHOD.

4. MORTAR SHALL CONFORM TO ASTM C-270.

TYPE N: NON LOAD-BEARING PARTITIONS

5. SUBMIT SHOP DRAWINGS FOR REVIEW BY CONTRACTING OFFICER SHOWING:

a. VERTICAL REINFORCING LOCATION AND METHOD OF SPLICE.

b. LOCATION OF CORES FILLED WITH GROUT.

c. BOND BEAM REINFORCING LOCATIONS, LENGTH, AND SPLICES.

6. WALL REINFORCING AND GROUTING SHALL BE INSPECTED BY AN INDEPENDENT LAB HIRED AND

PAID BY THE CONTRACTOR. THE REPORT FROM THIS LAB SHALL BE FORWARDED TO

CONTRACTING OFFICER FOR REVIEW.

7. PROVIDE TEMPORARY BRACING FOR ALL MASONRY WALLS UNTIL PERMANENT LATERAL SUPPORT

IS COMPLETE.

8. DO NOT PLACE LOADS ON BOND BEAMS OR MASONRY CELLS FILLED WITH GROUT UNTIL THE

GROUT HAS CURED FOR A MINIMUM OF 3 DAYS.

9. FILL ALL BOND BEAMS AND MASONRY CELLS CONTAINING VERTICAL BARS (AS SHOWN ON THE SHOP DRAWINGS) WITH COARSE GROUT CONFORMING TO ASTM C476. GROUT SLUMP SHALL BE IN

THE RANGE OF 9" TO 11". GROUT SHALL BE CONSOLIDATED IN THE CELLS BY USE OF A

MECHANICAL VIBRATOR. GROUT COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS SHALL BE 2500 PSI.

10. PROVIDE A HOLLOW BOTTOM BOND BEAM AT THE TOP COURSE AND BOTTOM COURSE (FIRST

COURSE ABOVE THE SLAB) AT ALL MASONRY WALLS, AND ADDITIONALLY AS INDICATED IN THE

DRAWINGS. REINFORCE THE BOND BEAMS AS INDICATED IN DRAWINGS.

11. CONTRACTOR SHALL PROTECT MASONRY STORED ON THE JOBSITE AND CONCRETE MASONRY

WALLS UNDER CONSTRUCTION FROM RAIN AND OTHER FORMS OF MOISTURE.

12. TERMINATE HORIZONTAL REINFORCING IN THE BOND BEAMS WITH A 180 DEGREE HOOK.

13. PIPES, CONDUIT, AND OTHER ITEMS SHALL NOT BE PLACED IN MASONRY CELLS WITH VERTICAL OR

HORIZONTAL REINFORCING.

J. STRUCTURAL STEEL:

1. THE DESIGN OF STRUCTURAL STEEL IS BASED ON AISC 360-10, SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS.

2. ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO ASTM A992, Fy = 50 KSI, U.N.O..

3. ALL CHANNELS, ANGLES, PLATES, AND OTHER MISCELLANEOUS STEEL SHALL CONFORM TO ASTM

A36, FY = 36 KSI, OR ASTM A572 GRADE 50, U.N.O..

4. ALL RECTANGULAR HSS (TUBE) MEMBERS SHALL CONFORM TO ASTM A500 GRADE B, FY = 46 KSI OR

ASTM A1085. ROUND HSS MEMBERS SHALL CONFORM TO ASTM A500 GRADE B, FY = 42 KSI.

5. ALL BOLTED CONNECTIONS FOR STRUCTURAL STEEL TO STEEL SHALL BE WITH 3/4" DIAMETER F1852 "TWIST-OFF" TYPE TENSION CONTROL BOLT ASSEMBLIES (A325 EQUIVALENT) (SHOP AND FIELD), UNLESS NOTED OTHERWISE. H.S. BOLTS DESIGNATES F1852 (A325 EQUIV.) BOLT ASSEMBLIES.

6. COLUMN ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36 AND SHALL HAVE A PLATE WASHER PER AISC TABLE 14-2 AND ONE HEAVY HEX NUT AT TOP AND A HEAVY HEX NUT AT BOTTOM

TACK WELDED TO THE ROD, UNLESS NOTED OTHERWISE. PROVIDE LEVELING NUTS OR SHIM

PACKS AS REQUIRED. IF SHIM PACKS ARE USED, EITHER ENCASE SHIM PACKS WITH 1" MIN COVER

OF NON-SHRINK GROUT WHEN PLACING GROUT UNDER BASE PLATE OR REMOVE THE SHIM PACKS

(AFTER GROUT UNDER THE BASE PLATE HAS CURED) AND FULLY GROUT REMAINING CAVITIES.

PLACE AND SECURE ANCHOR RODS IN FOOTING EXCAVATION PRIOR TO POURING CONCRETE FOR

FOOTING. DO NOT PLACE ANCHOR RODS IN WET CONCRETE.

7. CONNECTION DETAILING:

a. CONNECTIONS SHALL BE DETAILED AS INDICATED IN THE DRAWINGS, UNO.

b. THE FABRICATOR’S STEEL DETAILER SHALL SELECT AND COMPLETE TYPICAL CONNECTIONS

BASED ON THE PLANS AND THE FOLLOWING:

1) TYPICAL STEEL BEAM AND GIRDER CONNECTIONS SHALL BE AS PER DETAIL 2/S-401.

2) TYPICAL STEEL COLUMN-TO-BEAM CONNECTIONS SHALL BE AS PER DETAIL 3/S-401.

3) TYPICAL CONNECTIONS SHALL USE, AS A MINIMUM, THE NUMBER OF BOLTS INDICATED IN THE

TYPICAL DETAILS.

8. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS

SPECIFICATIONS LATEST EDITIONS. WELDING SHALL BE INSPECTED AND TESTED AS NOTED IN THE SPECIFICATIONS. WELDING INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELDING

INSPECTOR.

9. ALL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 GRADE E-70. BARE ELECTRODES AND

GRANULAR FLUX SHALL CONFORM TO AWS A5.17, F-70, AWS FLUX CLASSIFICATION.

10. ALL STEEL DETAILS SHALL BE IN ACCORDANCE WITH THE REQUIREMENT OF THE LATEST AISC

SPECIFICATIONS WITH LATEST REVISIONS.

11. VERIFY AND COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICTS, THE CONTRACTING OFFICER IS TO BE NOTIFIED AND WILL PROVIDE THE CORRECT ELEVATIONS AND DIMENSIONS FOR WHICH SHALL BE

INCORPORATED INTO THE ERECTION DRAWINGS AT NO EXTRA COST.

12. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL OF CONTRACTING OFFICER. IF APPROVED, THE CONNECTION SHALL BE TESTED

BY ULTRASONIC TESTING METHOD BY AN INDEPENDENT TESTING LAB AND PAID FOR BY THE

CONTRACTOR.

13. FINAL BOLTING OR WELDING SHALL NOT BE PERFORMED UNTIL THE STRUCTURE HAS BEEN

PROPERLY ALIGNED.

14. THE MINIMUM PLATE THICKNESS SHALL BE 1/4", THE MINIMUM BOLT DIAMETER SHALL BE 3/4", THE MINIMUM WELD SHALL HAVE A 1/4" THICK THROAT CONTINUOUS AND THE MINIMUM CONNECTION

SHALL BE TWO BOLTS, U.N.O..

15. PROVIDE WELDED STIFFENER PLATES ON BOTH SIDES OF THE WEB OF BEAMS AT POINTS OF CONCENTRATED LOAD. MINIMUM STIFFENER PLATE THICKNESS TO BE 1/2" OR FLANGE THICKNESS

OF COLUMNS ABOVE OR BELOW, WHICHEVER IS GREATER, U.N.O..

16. PROVIDE 1/2" MINIMUM THICKNESS STIFFENERS ON ALL BEAMS RUNNING OVER TOPS OF COLUMNS.

MINIMUM SIZE OF WELD TO BE 1/4" FILLET WELD, U.N.O.

17. PROVIDE TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL SUPPORT TO THE BUILDING UNTIL

PERMANENT LATERAL BRACING IS INSTALLED.

18. MAKE NO DEVIATION FROM DESIGN DRAWING WITHOUT WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

19. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL ELEMENTS SHALL BE MADE: HOLES, SLOTS, CUTS, ETC., ARE NOT PERMITTED…