ADDENDUM NO. ADD-7 Page 1 PINAL COUNTY ATTORNEY S … · 2019. 11. 23. · addendum no. add-7 page...

ADDENDUM NO. ADD-7 Page 1 PINAL COUNTY ATTORNEY’S OFFICE PINAL COUNTY FACILITIES MANAGEMENT PROJECT NO. 30-19101-00 FLORENCE, AZ ADDENDUM NO. ADD-7 DLR Group 6225 North 24th Street, Suite 250 TO THE Phoenix, AZ 85016 VOLUME 2 (602) 381-8580 PROJECT MANUAL AND DRAWINGS FOR November 22, 2019 PINAL COUNTY ATTORNEY’S OFFICE PROJECT NUMBER 53330084 FLORENCE, ARIZONA DLR GROUP PROJECT NO. 30-19101-00 NOTICE TO BIDDERS: The Project Manual and Drawings to the above referenced project are hereby amended as follows:

DRAWINGS (Included as Attachment #1) Note all changes to drawings are clouded with Delta 7

ITEM NO. 1 - SHEETS AS1.2 ARCHITECTURAL SITE PLAN

1. Replace sheets of same designation to modify note 04.03.

ITEM NO. 2 - SHEETS AS1.3 SITE DETAILS

1. Replace sheets of same designation to modify paint color callout on detail 33

ITEM NO. 3 - SHEET A5.2 EXTERIOR ELEVATIONS

1. Replace sheet of same designation to fix keynote 08.08 to insulated spandrel glass.

ITEM NO. 4 - SHEET A12.2 INTERIOR DETAILS

1. Replace sheet of same designation to modify typical interior signage detail 35.

ITEM NO. 5 - SHEETS A13.6 FINISH SCHEDULE

1. Replace sheets of same designation to revise paint color PT-20.

ITEM NO. 6 - SHEET LH1.01 HARDSCAPE PLAN

1. Replace sheets of same designation to add keynote 16 callouts.

SPECIFICATIONS (Included as attachment #2)

Note all changes to drawings are clouded with Delta 7

ITEM NO. 7 - SPECIFICATION SECTION 287040

1. Replace sections of same designation to reflect changes.

ADDENDUM NO. ADD-7 Page 2 PINAL COUNTY ATTORNEY’S OFFICE PINAL COUNTY FACILITIES MANAGEMENT PROJECT NO. 30-19101-00 FLORENCE, AZ

REQUEST FOR INFORMATION (Included as attachment #3)

ITEM NO. 8 - PRE-CON RFI’S 001-016

1. All Pre-Con RFI questions and responses are attached.

SUBSTITUTION REQUESTS (Included as attachment #4)

ITEM NO. 9 - SUBSTITUTION REQUESTS

1. Spreadsheet of all substitution requests and responses.

SPECIFICATION CLARIFICATIONS (Included as attachment #5)

ITEM NO. 10 - SPECIFICAITON 015000

1. Reference this document for changes to specification.

OUTSTANDING ITEMS (Included as attachment #6)

ITEM NO. 11 - OUTSTANDING ITEMS PDF

1. Spreadsheet of all accepted substitution requests.

DEDICATION PLAQUE (Included as attachment #7)

ITEM NO. 12 - SAMPLE DEDICATION PLAQUE

1. See attached sample dedication plaque.

END OF ADD-7

SD

SD

SD

SD

SD

MECHANICAL

YARD

EAST JASON LOPEZ CIRCLE

PIN

AL

PA

RK

WA

Y

PRIVATE

PLAZA

PROPOSED PINAL COUNTY

ATTORNEY'S OFFICE BUILDING

56,000 SF

HEIGHT: 75'-10"

AS1.3

1

03.14

32.03

32.04

32.04

13.01

32.04

28' - 6" EXISTING PARKINGNO PARKING IN THIS AREA

50' - 8"

12' - 8"7 NEW PARKING SPACES @ 9'-0" X 2 ROWS = 14 SPACES

63' - 0"

40' -

0"

R = 10' - 0"

R =

2' -

0"

R = 10' - 0"

R = 2' - 0"

32.05

03.13

5' -

0"

13' -

7"

32' -

0"

9' -

0"

8 N

EW

PA

RK

ING

SP

AC

ES

@ 9

'-0"

72' -

0"

8' -

0"

24' -

0"

R = 6' - 6" R = 2' - 0"

R = 2' - 0"

18' -

0"

6 N

EW

PA

RK

ING

SP

AC

ES

@ 9

'-0"

54' -

0"

17' -

0"

R = 2' - 0"

R = 6

' - 6

"

R = 2' - 0"

04

5' - 0"

3' - 0"

2' - 0"5' - 0" 20' - 4" 5' - 0" 29' - 0" 10' - 0" 5' - 0" 26' - 0"

6"

17' -

0"

4 N

EW

PA

RK

ING

SP

AC

ES

@ 9

'-0"

36' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

20' -

4"

11' -

8"

1' -

6"

10' -

0"

20' - 0" 20' - 0" 26' - 0" 20' - 0"

R = 2' - 0"

R = 2' - 0"

R = 1

0' - 0

"

R = 3' - 0"

03.13

32.05

32.06

32.04

32.02

03.13

10' -

0"

5' -

0"

32.02

32.03

02.17 02.18

02.17

02.21

05.31

EXISTING PINAL

COUNTY

COURTHOUSE

BUILDING

185,000 SF

FIR

E L

AN

E

26' -

0"

7' - 0" 5' - 0" 8' - 0"8' - 6"

16' - 6"

26' - 0" FIRE LANE

10' - 0"

5' - 0"

7' - 6"

20' - 0"

16' - 0"5' - 0"

3' - 4"10' - 2"

26' - 0"

30' - 6"

17' -

10"

2' -

2"

6'-8

1/4

" (+

/-)

18' -

0"

13.01

02.19

04.08

7' - 5"3' - 4"

26.05

26.09

26.09

32.04LANE20' - 0" FIRE

LAN

E

20' -

0"

FIR

E

08.23

02.22

25' - 6"

5' -

0"

6' -

5"

02.23

32.07

03.15

03.15

26.08

5' - 0"12' - 0"

45' - 6"

5' - 0"15' - 0"

04

18' - 0" 4' - 6" 6' - 0" 6' - 0"

A

12' -

0"

6' -

0"

8' -

0"

10' -

0"

12' -

6"

6' -

0"

6' -

0"

60.00°

9' -

9"

6' -

6"

8' -

0" 02.21

03.15

07.19

07.19

05.32

32.03

32.04

02.21

0302.21

20' - 10" 4' - 2"

03.15

07.19

07.19

8' -

0"

40' - 0"

34' - 6"

10.05

05.32

02.19

02.22

02.22

32.04

07.19

07.19

32.04

07.19

05.32

32.04

07.19

07.19

02.23

08.23

02.24

32.08

03.15

07.19

02.22

07.19

07.19

07.19

03.15

02.22

07.19

32.0907.19

07.19

07.19

07.19

07.19

07.19

05.32

05.32

05.32

07.19

07.19

07.1907.19

02.20

03.1307.19

07.19

07.19

07.19

07.19

07.1907.19

07.19

02.13

5' -

0"

04.03

7' - 0" 36' - 0"

07.19

07.19

07.19

02.25

02.25

02.25

02.25

21.01

04.03

21.02

MAIN ELEC. ROOM

FIRE ALARM ANNUNCIATOR PANEL(FAAP) LOCATION

10.06

10.06

10.06

07.19

40' -

0"

13' -

4"

3' -

0"

R = 50' - 0"

R = 20' - 0"

3' -

0"

4' - 10"

3' - 10"8' - 8" 15' - 5"

19' - 4"

M3

M3

M3

03.13

32.02

07.19

03.15

M3

05.33

32.10

32.11

32.12

FIRE RISER. ROOM

02.25

8

6

6

7

7

ADA

ADA

SETBACK50' - 0"

PROPERTY LINEMONUMENT LINE

RIGHT OF WAY70' - 0"

DRAINAGE

DITCH

7' - 8"

MAIN

ENTRANCE

STAFF

ENTRANCE

EXISTING PARKING

EX

IST

ING

PA

RK

ING

E X I S T I N G P A R K I N G

NEW PARKING

NEW PARKING

EXISTING PARKING

SITE ELECTRICAL SEE ELECTRICAL DRAWINGS

SE

TB

AC

K

50' -

0"

D.03

05.38

PROPERTY LINE

EXISTING FENCE TO BE REMOVED

EXISTING FENCE TO BE REMOVED

EXISTING FENCE TO REMAIN

10.06

1

R =

35'

- 0"

R =

55'

- 0"

R = 55' - 0"

R = 35' - 0"

R =

55'

- 0"

R = 35

' - 0"

R =

35'

- 0"

• ZONING CODE: LI• ZONING DESCRIPTION: LIGHT INDUSTRIAL• FRONT SETBACK: 50 FEET• REAR SETBACK: 25 FEET• INTERIOR SETBACK: 25 FEET• STREET SETBACK: 50 FEET• SITE AREA: 4.79 ACRES• APN: 200-46-005R• OWNER NAME: PINAL COUNTY• PARCEL ADDRESS: 971 N JASON LOPEZ C• • NOTE: SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING

SHEET: ES1.1

SITE/ZONING INFORMATION

FIR

E L

AN

E

20' -

0"

02.39D.04

1

R =

35'

- 0" R =

55' -

0"

CLE

AR

WID

TH

29' -

1 3

/4"

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CONSTRUCTIONDOCUMENTS

ARCHITECTURALSITE PLAN

AS1.2

971 E

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5132

NORTH

SCALE: 1/16" = 1'-0"

ARCHITECTURAL SITE PLAN

02.13 EXISTING BUILDING WALL.

02.17 EMERGENCY EXIT.

02.18 EMPLOYEE ENTRANCE.

02.19 DASHED LINE REPRESENTS ACCESSIBLE TRAVEL ROUTEFROM PUBLIC WAY TO MAIN (PUBLIC) ENTRANCE.

02.20 DASHED LINE REPRESENTS ACCESSIBLE TRAVEL ROUTEFROM PUBLIC WAY TO MAIN (NON-PUBLIC) ENTRANCE.

02.21 BUILDING GRID LINE. DIMENSION CONTROL POINT FOR SITEELEMENTS.

02.22 EXISTING CONCRETE SIDEWALK.

02.23 DASHED LINE REPRESENTS CANOPY ABOVE.

02.24 MAIN (PUBLIC) ENTRANCE,

02.25 DOTTED LINE AT CURB INDICATES LOCATIONS WHERE CURBIS TO BE PAINTED RED WITH MARKINGS AS SPECIFIED BYPINAL COUNTY FIRE DEPARTMENT OR STATE OF ARIZONAFIRE MARSHAL.

02.39 PATCH PAVEMENT TO MATCH EXISTING AND ADDCENTERLINE STRIPING

03.13 CONCRETE CURB. REFER TO CIVIL DRAWINGS.

03.14 CONCRETE SIDEWALK.

03.15 TRANSITION LINE BETWEEN EXISTING CONCRETE AND NEWCONCRETE.

04.03 REINFORCED MASONRY SCREEN WALL. SEE DETAIL 33/AS1.3

04.08 8" HIGH X 1'-4" WIDE DRAINAGE SCUPPER AT BASE OF WALL

05.31 STEEL FENCE WITH DECORATIVE GATE. REFER TOLANDSCAPE DRAWINGS. NOTE: GATE TO HAVE EGRESSHARDWARE.

05.32 METAL SCREEN / GUARDRAIL PANEL. REFER TO LANDSCAPEDRAWINGS.

05.33 CONCRETE FILLED PIPE BOLLARD. TYP. OF 3

05.38 EXISTING FENCE TO REMAIN FROM THIS POINT SOUTH

07.19 EXPANSION JOINT.

08.23 AUTOMATIC DOOR OPERATOR SWITCH LOCATION.

10.05 GROUND-SET FLAGPOLE

10.06 FIRE DEPARTMENT KEY BOX LOCATION (KNOX BOX).

13.01 TENSILE MEMBRANE STRUCTURE. REFER TO LANDSCAPEDRAWINGS.

21.01 FIRE DEPARTMENT CONNECTION LOCATION.

21.02 FIRE HYDRANT LOCATION.

26.05 TRANSFORMER.

26.08 ELECTRICAL EQUIPMENT. REFER TO ELECTRICAL DRAWINGS.

26.09 ELECTRIC CAR CHARGING STATION.

32.02 LANDSCAPE AREA.

32.03 SEATING / BENCHES. REFER TO LANDSCAPE DRAWINGS.

32.04 ELEVATED PLANTER. REFER TO LANDSCAPE DRAWINGS.

32.05 NEW LANDSCAPE PLANTER. REFER TO CIVIL ANDLANDSCAPE DRAWINGS.

32.06 TRAFFIC STRIPING. MATCH EXISTING COLOR. TYPICAL.

32.07 GRASS PAVER SYSTEM. REFER TO LANDSCAPE DRAWINGS.

32.08 CONCRETE HEADER. REFER TO LANDSCAPE DRAWINGS.

32.09 BOLLARD. TYPICAL OF 2. REFER TO LANDSCAPE DRAWINGS.

32.10 TRASH ENCLOSURE. REFER TO LANDSCAPE DRAWINGS.

32.11 MOUNTABLE CURB. REFER TO LANDSCAPE DRAWINGS.

32.12 EXISTING MOUNTABLE CURB. REFER TO LANDSCAPEDRAWINGS.

D.03 DEMOLISH FENCE FROM THIS POINT NORTHWARD

D.04 DEMOLISH EXISTING ARM GATES, CONCRETE CURBS ANDALL OTHER ASSOCIATED ITEMS COMPLETELY

LEGEND NOTES

1 09/06/19 REVIEW COMMENTS

3 09/24/19 2ND REVIEWCOMMENTS

7 11/22/19 ADDENDUM 7

3

3

3

3

3

3

3

3

3

3

7

11' - 6 1/2" 6' - 4" 24' - 1"

21' -

9 3

/4"

21' -

9 3

/4"

AS1.3

34

AS1.3 45

AS1.3

54

AS1.344

105.00°

105.00°

MECH.YARD M3

M3

M3

M3

04.03

14' - 2" 9' - 11"

04.04

EQ

EQ

04.04

12' - 6 1/2" 10' - 1 1/2" 1' - 4" 4' - 7 3/4" 13' - 4"

EQ

EQ

04.04

32.01

23.01

23

AS1.3

TYP.

8' -

0"

6' -

5"

3' - 2" 25' - 4"

03.04

03.11

6"

07.19

07.19

07.19

07.19

03.12 TYP.

03.12 TYP.

05.29

11

AS1.3

11

AS1.3

04.0804.04 04.04

75.0

0°

41' - 11 1/2"

4

LH2.03

4

LH2.03

2

2

LEVEL 01100' - 0"

04.04

8' -

8"

05.30

05.29

04.03

23

AS1.3

23

AS1.3

11

AS1.3

11

AS1.3

LEVEL 01100' - 0"

04.04

05.30

8' -

8"

23

AS1.3

23

AS1.3

LEVEL 01100' - 0"

04.04

05.3023

AS1.3

23

AS1.3

LEVEL 01100' - 0"

04.08

04.04 04.0405.30

23

AS1.3

23

AS1.3

11

AS1.3

11

AS1.3

22

EQ. EQ.

10"

1/4" x 12" x CONTINUOUS STEEL PLATE. PAINT PT-20

WELDED STUD

SOLID-GROUT BOND BEAM. REFER TO STRUCTURAL DRAWINGS.

SEALANT - CONTINUOUS @ EACH SIDE

CONCRETE UNIT MASONRY

REINFORCING. REFER TO STRUCTURAL DRAWINGS.

LEVEL 01100' - 0"

8' -

8"

04.05

4' - 0"

1'-0

" M

IN.

1' -

0"

04.07

02.09

03.03

10"

AS1.3

33

07.19

03.02

MECHANICAL YARD SIDE

2

2

LEVEL 01100' - 0"

6"

03.04

23.01

04.08

02.09

04.03 03.02

03.03

02.091' -

6"

AS1.3

33

1' -

4"

1' -

0"

4' - 0"

AS1.3

23

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SITE DETAILS

AS1.3

971 E

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5132

NORTHSCALE: 1/4" = 1'-0"

MECHANICAL YARD PLAN

SCALE: 1/4" = 1'-0"AS1.3

34 MECHANICAL YARD - NORTH ELEVATION

SCALE: 1/4" = 1'-0"AS1.3

44 MECHANICAL YARD -EAST ELEVATIONSCALE: 1/4" = 1'-0"AS1.3

45 MECHANICAL YARD - WEST ELEVATION

SCALE: 1/4" = 1'-0"AS1.3

54 MECHANICAL YARD - SOUTH ELEVATION

02.09 FINISH GRADE. SLOPE AWAY FROM STRUCTURE. REFER TOCIVIL DRAWINGS.

03.02 CONCRETE OVER A.B.C.

03.03 CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS.

03.04 CONCRETE HOUSEKEEPING OR EQUIPMENT PAD.

03.11 SLOPE CONCRETE SURFACE TO SCUPPERS FOR DRAINAGE

03.12 CONCRETE CONTROL JOINT

04.03 REINFORCED MASONRY SCREEN WALL. SEE DETAIL33/AS1.3

04.04 MASONRY CONTROL JOINT.

04.05 CONCRETE MASONRY UNIT.

04.07 REINFORCING PER STRUCTURAL.

04.08 8" HIGH X 1'-4" WIDE DRAINAGE SCUPPER AT BASE OF WALL

05.29 METAL GATES. REFER TO LANDSCAPE DRAWINGS.

05.30 STEEL PLATE WALL CAP.

07.19 EXPANSION JOINT.

23.01 MECHANICAL EQUIPMENT.

32.01 IRRIGATION CONTROLLER LOCATION

SCALE: 1 1/2" = 1'-0"AS1.3

33 TOP OF WALL DETAIL

SCALE: 3/4" = 1'-0"AS1.3

23 MECHANICAL YARD WALL SECTION

SCALE: 1/4" = 1'-0"AS1.3

11 MECHAICAL YARD SECTION

2

2 09/06/19 DESIGNCOORDINATION

7 11/22/19 ADDENDUM 7

7

LEVEL 01100' - 0"

LEVEL 02114' - 6"

LEVEL 05158' - 0"

LEVEL 03129' - 0"

LEVEL 04143' - 6"

02 03 04 0501 0706

ROOF172' - 6"

2

A6.1

2

A6.1

51

A7.1

51

A7.1

51

A7.2

51

A7.2

54

A7.1

54

A7.1

52

A7.1

52

A7.1

3

A6.1

3

A6.1

1301 W10 1018C W10 W10 W10 W10 W10 W10 W10 W10 1021 1210

W2W1W1W1W2W1W1W1W2

W6 W5 W5 W6 W5 W5 W5 W5 W5

W6W5W5W6W5W5W6W5W5W5

W7W7W8W8W7W8W7W7W8

W5W6W6W5W6W6W5W5

W7 W7W7W8W7

W5 W6 W5

W5 W6 W5 W5 W6 W5 W5 W6 W5 W6 W6

W3W4W4W3W3

W2W1W1W1W2W1

23.01

08.08

BEYOND

BEYOND

08.12

05.21

04.02

26.06

04.0308.01 TYP.08.12 TYP.

08.12

05.20

05.19

05.17

05.17

08.08

08.08

08.07

AS1.3

23

04.03

A7.2

33

02.15W8

24

A4.244

A4.2

34

A10.5

44

A10.5

36

A9.5

36

A9.4

26

A9.4

46

A9.4

23

A10.5

43

A10.5

W1

21

A10.5

26

A9.5

15

A9.4

10.06

NOTE: SHADE FINS NOT SHOWN FOR CLARITY

08.24

SF1

SF2

04.10 04.10 04.11

LEVEL 01100' - 0"

LEVEL 02114' - 6"

LEVEL 05158' - 0"

LEVEL 03129' - 0"

LEVEL 04143' - 6"

B C

1

A6.1

1

A6.1

ROOF172' - 6"

52

A7.2

52

A7.2

A.7

W10 W10

04.06 04.04 04.04

8' -

0"

08.08

08.08

08.07

05.17

05.17

08.08

08.08

05.1905.19

05.21

08.11

BEYOND

04.03

04.05

45

A4.2

B.3

08.21

W10

W10

36

A9.5

26

A9.5

A

3' -

3"

04.09

NOTE: SHADE FINS NOT SHWON FOR CLARITY

CW2

04.10

45

A9.5

CMU1 CMU GROUND FACE BLOCK (MALIBU SAND)CMU2 CMU GROUND FACE BLOCK (OPAL)MX1 MATRIX MX 1-0 METAL PANEL

COLOR TO MATCH CENTRIA 9981 BRONZE IIMX2 MATRIX MX 2-0 METAL PANEL

COLOR TO MATCH CENTRIA 9981 BRONZE IIMX6 MATRIX MX 6-0 METAL PANEL

COLOR TO MATCH CENTRIA 9981 BRONZE IIRMX1 REVERSE-SIDE PAINTED MATRIX MX 1-0 METAL PANEL



COLOR TO MATCH CENTRIA 9981 BRONZE IIPMX1 PERFORATED MATRIX MX 1-0 METAL PANEL



COLOR TO MATCH CENTRIA 9981 BRONZE IISSP STANDING SEAM PANEL.

COLOR TO MATCH ATAS 01 CLASSIC BRONZEPT-20 PAINT. COLOR TO MATCH ATAS 01 CLASSIC BRONZE

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EXTERIORELEVATIONS

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SCALE: 1/8" = 1'-0"A5.2

1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"A5.2

2 WEST ELEVATIONNO SCALEA5.2

3 SOUTHWEST CORNER PERSPECTIVE

LEGEND

02.15 ALTERNATE: PEDESTRIAN BRIDGE AT 5TH FLOOR.

04.02 MASONRY VENEER SYSTEM. (CMU1)

04.03 REINFORCED MASONRY SCREEN WALL. SEE DETAIL33/AS1.3

04.04 MASONRY CONTROL JOINT.

04.05 CONCRETE MASONRY UNIT.

04.06 MASONRY EXPANSION JOINT.

04.09 MASONRY VENEER SYSTEM. (CMU2)

04.10 FULL CONCRETE MASONRY VENEER UNIT

04.11 PARTIAL CONCRETE MASONRY VENEER UNIT

05.17 STEEL SUPPORT FOR EXTERIOR SHADE SCREENASSEMBLY. PAINT PT-20

05.19 STEEL STRUCTURE FOR ENTRANCE CANOPY. PAINT PT-20

05.20 STEEL STRUCTURE FOR PATIO CANOPY. PAINT PT-20

05.21 BENT PLATE TRANSITION (C-CHANNEL SHAPE) PAINT PT-20

08.01 DOOR PER SCHEDULE.

08.07 ALUMINUM CURTAIN WALL SYSTEM WITH INSULATEDGLASS.

08.08 INSULATED SPANDREL GLASS.

08.11 VERTICAL ALUMINUM MULLION.

08.12 THERMALLY BROKEN ALUMINUM FRAME WINDOW SYSTEMWITH 1" INSULATED GLASS, CENTER GLAZED.

08.21 METAL INFILL PANEL TO MATCH WINDOW SYSTEM, TYP. ATALL BEAM PENETRATIONS

08.24 ALUMINUM FRAME STORE FRONT SYSTEM

10.06 FIRE DEPARTMENT KEY BOX LOCATION (KNOX BOX).

23.01 MECHANICAL EQUIPMENT.

26.06 DASHED LINE REPRESENTS LOCATION OF ELECTRICALEQUIPMENT. REFER TO ELECTRICAL DRAWINGS.

7 11/22/19 ADDENDUM 7

7

7

7

7

WALL PER PLAN

2-1/2" METAL STUD

5/8" GYPSUM BOARD

LINE OF MDF MOULDING/FLAT METAL TRIM BEYOND

1 1/

2"3

1/4" DECORATIVE CLADDING

AFFIXED TO FURRING WITH INDUSTRIAL ADHESIVE

GLAZING/DOOR SYSTEM AS SCHEDULED

CLEAR SILICONE BEAD

WALL PER PLAN

5/8" GYPSUM BOARD

LINE OF FLAT METAL TRIM BEYOND

1"4

3/4"


WALL PER PLAN

RM-02

2-1/2" METAL STUD

5/8" GYPSUM BOARD

LUMBER BLOCKING

PLASTIC LAMINATE OVER 3/4" T. SUBSTRATE

DRYWALL REVEAL MOULDING, MUD OVER FLANGE

MITER CORNER

1 3/4"

PORCELAIN TILE AS SCHEDULED

METAL TRIM AS SCHEDULED

1/4" PLATE GLASS MIRROR

1/4" PLYWOOD SUBSTRATE

ALIGN

5/8" CEMENTITIOUS BACKER BOARD

1/2

"

WALL PER PLAN

WALL COVERING AS SCHEDULED

METAL TRIM AS SCHEDULED

1/4" PLATE GLASS MIRROR

1/4" PLYWOOD SUBSTRATE

5/8" CEMENTITIOUS BACKER BOARD

1/2

"

WALL PER PLAN

LINE OF TILE BELOW

ELEVATOR DOOR BY ELEVATOR MANUFACTURER

1 HR. RATED SHAFT WALL ASSEMBLY AT HOISTWAY PER PLANS

JAMB BEYOND

PROVIDE 1-HOUR FIRE RATED DOOR ASSEMBLY

HALL FLOOR INDICATOR AS SCHEDULED

QUARTZ MATERIAL AS SCHEDULED

1" T. PLYWOOD SUBSTRATE

STAINLESS STEEL BREAK METAL AFFIXED TO FRAME W/ INDUSTRIAL ADHESIVE

1' -

1 1

/2"

2 1/

4"

1/4"

STAINLESS STEEL BREAK METAL AFFIXED TO FRAME/SUBSTRATE W/ INDUSTRIAL ADHESIVE

1' -

1 1

/2"

LINE OF STAINLESS STEEL BREAK METAL JAMB BEYOND

3/4" T. PLYWOOD SUBSTRATE


ELEVATOR DOOR BY ELEVATOR MFR

HOISTWAY HEAD ABOVE SHOWN DASHED

1-HR FRAME AS SCHEDULED

STAINLESS STEEL BREAK METAL AFFIXED TO FRAME W/ INDUSTRIAL ADHESIVE1/

4"

FLOOR INDICATION SIGNAGE

2 1/4"




4" H. MILLWORK REVEAL BASE MOULDING, MOUNTED TO FACE OF PLYWOOD



RM-03


STAINLESS STEEL BREAK METAL



HALL FLOOR INDICATOR AS SCHEDULED

LUMBER BLOCKING

WALL PER PLANS



RM-02

MITER CORNER

DRYWALL REVEAL MOULDING

5/8" GYPSUM BOARD


WALL PER PLAN



CLEAR SILICONE BEAD

WALL PER PLANS


RM-02

MITER CORNER

DRYWALL REVEAL MOULDING

4" H. MILLWORK REVEAL MOULDING MOUNTED TO PLYWOOD

RM-03


STAINLESS STEEL BREAK METAL AFFIXED TO SUBSTRATE W/ INDUSTRIAL ADHESIVE

2"

3/4" T. PLYWOOD SUBSTRATE

CEILING AS SCHEDULED

ATTACH CASEWORK WITH (2) #10 S.M.S. @12" O.C. (INCLUDING FINISH WASHER) TOP AND BOTTOM, TYP.

7"

PULL

HINGES-CONCEALED SELF CLOSING

WHITE THERMOFUSED MELAMINE OVER 3/4" MDF TYP.

CAM LOCK ASSEMBLY

4"

1/4" HILTI KWIK BOLT KB-III WITH 1 1/2" MIN. EMBEDMENT @ 24" O.C. AND 5" TO 9" FROM EACH END MINIMUM (2) PER BLOCK (ICC EX ESR-1385), TYP.

2"X4" PTDF BLOCKING

#14X3" CADMIUM PLATED FHWS @12" O.C. COUNTERSINK

FLOORING PER SCHEDULE

2 1/

2"1

1/2"

RE

FE

R T

O E

LEV

AT

ION

S

WALL PER PLAN

BACKER PANEL

WHITE MELAMINE INTERIOR

SOFFIT PER PLAN

PULL

ALL EXTERIOR EXPOSED SURFACES ANDEDGES ARE PLAM OVER 3/4" PLYWOOD SUBSTRATE TYPICAL, INCLUDINGDRAWERS AND FLUSH OVERLAY DOOR(S), UNO

PISTOL LOCKERS MOUNTED TO SUBSTRATE

1" PLYWOOD SUBSTRATE

3/4" ADJUSTABLE SHELF

32MM PIN SPACING

KV 339 WH SHELF SUPPORT -TYP.

ALI

GN

ALI

GN

1. CASEWORK: "CUSTOM" GRADE, STYLE 'A', TYPE 1, FLUSH OVERLAY AS DEFINED BY THE WOODWORK INSTITUTE.

2. FINISH EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK INCLUDING THE INTERIOR OF OPEN CASEWORK AND SHELVING WITH PLASTIC LAMINATE. COUNTERTOPS SHALL BE QUARTZ UNLESS NOTED OTHERWISE. INTERIOR OF ENCLOSED CABINETS SHALL BE WHITE MELAMINE, UNLESS NOTED OTHERWISE. EDGES OF CABINETS DOORS AND DRAWER UNITS SHALL BE TRIMMED WITH 3 MM PVC EDGING STRIP (COLOR TO MATCH CABINET FACE FINISH PER INTERIOR DRAWINGS).

3. TOEKICK ON CASEWORK SHALL BE 4" UNLESS OTHERWISE NOTED. PROVIDE SAME FINISH BASE MATERIAL AS CABINET FACE. SEE INTERIOR FINISH SCHEDULE. DO NOT INSTALL WALL BASE ON MILLWORK.

4. IN CASES OF CABINET INSTALLATIONS BETWEEN WALLS, VERIFY DIMENSIONS IN FIELD AND PROVIDE FILLER PANEL STRIPS AT ENDS OR REDUCE END CABINETS WIDTH AS REQUIRED TO FIT SPACE AS INDICATED.

5. UPPER AND LOWER CABINET DOORS AND FULL HEIGHT CABINETS SHALL HAVE PULLS MOUNTED VERTICALLY. DRAWERS SHALL HAVE HORIZONTAL PULLS. PULLS SHALL BE HW-01 UNLESS NOTED OTHERWISE.

6. HINGES SHALL BE FULLY CONCEALED: <"BLUM" 125 DEGREE SELF CLOSING CLIP HINGE.>7. DRAWER SLIDES: <"ACCURIDE" 75 lb. FULL EXTENSION SLIDES. FILE DRAWER SLIDES SHALL BE 100 #

CAPACITY.>

8. FILE DRAWERS: SIZED FOR 8 1/2"x 11" FORMS. PROVIDE FILE RODS EXTENDING FRONT TO BACK OF DRAWER UNIT. TYPICAL

9. COORDINATE HEIGHT AND LOCATION OF BACKING PLATES FOR CASEWORK WITH STUD FRAMING CONTRACTOR.

10. PROVIDE (1) 2" DIA. GROMMET WITH PLASTIC COVER AT EACH KNEE SPACE, CENTERED OVER OUTLETS. GROMMET COLOR IS TO MATCH COUNTERTOP AS CLOSELY AS POSSIBLE, COORDINATE WITH ARCHITECT PRIOR TO ORDERING AND FABRICATION.

11. COORDINATE QUANTITY AND LOCATION OF LOCKS FOR CABINETRY PER THE INTERIOR ELEVATIONS.

MILLWORK GENERAL NOTES

WALL PER PLAN

DOOR/GLAZING SYSTEM AS SCHEDULED

XX

XX

ALIGNALIGN

LINE OF FLOORING TRANSITION, TO ALIGN WITH FACE OF ADJACENT PARTY WALLS

1 1/

4"6

1/2"

1 1/

4"

8" 2" 1/2"

LINE 1

#

#

#

#

LINE 2

LINE 3

9"

3" 1/2"

1/4"

3/4"

1/4"

1"1/4"

1/2"

1/4"1"

1/4"

1/4"

1/2"

1/2"

6 1/

2"

1/2"

3/4"

10 1/2"

ACRYLIC - ACRYLITE DIGITAL PRINT COLORLESS 0M007 GT

ACRYLIC - ACRYLITE SATINICE ONE-SIDED VELVET TEXTURE, WHITE WM30 SC

DARK BRONZE ALUMINUM TO MATCH EXTERIOR BREAK METAL

PROVIDE 4" X 8" SATINICE ONE-SIDED VELVET TEXTURE, WHITE WM30 SC BACKER PLATE AT LOCATIONS WHERE SIGN IS APPLIED TO GLAZING, VISIBLE ADHESIVE IS UNACCEPTABLE

DARK BRONZE "TRACK" FOR CHANGEABLE PORTION OF SIGN

SIGNAGE PORTION TO BE CHANGEABLE PER SECTION 101400, 2.4 A.4 SIGNS WITH CHANGEABLE MESSAGE CAPACITY"

SIGNAGE PORTION TO BE FIXED

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INTERIORDETAILS

A12.2

971 E

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5132

SCALE: 3" = 1'-0"A12.2

11 DECORATIVE CLADDING TO WALL TRANSITIONSCALE: 3" = 1'-0"A12.2

12 DECORATIVE CLADDING TO WALL TRANSITIONSCALE: 3" = 1'-0"A12.2

13 PLAM MOULDINGSCALE: 6" = 1'-0"A12.2

14 MIRROR TO TILE TRANSITIONSCALE: 6" = 1'-0"A12.2

15 MIRROR TO WALL COVERING TRANSITION

SCALE: 3" = 1'-0"A12.2

31 ELEVATOR CLADDING - HEAD

SCALE: 3" = 1'-0"A12.2

16 ELEVATOR CLADDING - JAMB

SCALE: 3" = 1'-0"A12.2

22 QUARTZ CLADDING - BASE

SCALE: 3" = 1'-0"A12.2

32 QUARTZ CLADDING TO STAINLESS STEEL

SCALE: 6" = 1'-0"A12.2

23 QUARTZ CLADDING AT OUTSIDE CORNER

SCALE: 3" = 1'-0"A12.2

33 QUARTZ CLADDING TO GLAZING SYSTEM

SCALE: 6" = 1'-0"A12.2

24 MILLWORK REVEAL BASE AT OUTSIDE CORNER

SCALE: 3" = 1'-0"A12.2

34 STAINLESS STEEL TRANSITION AT CEILING

SCALE: 1" = 1'-0"A12.2

51 PISTOL LOCKERS

SCALE: 3" = 1'-0"A12.2

25 FLOORING TRANSITION AT GLASS FRONTS

SCALE: 3" = 1'-0"A12.2

35 TYPICAL INTERIOR SIGNAGE

2 09/06/19 DESIGNCOORDINATION

7 11/22/19 ADDENDUM 7

7

DN UP DN UPUP UP

RE

FE

R T

O E

LE

VA

TIO

NS

REFER TO ELEVATIONS

*NOTE: TYPICAL PATTERN SHOWN DOES NOT REPRESENT EXACT VARIATION OF PRODUCT, PATTERN

IS TO SHOW THAT LIKE-COLORS OF PRODUCT ARE TO BE INSTALLED ADJACENT TO LIKE-COLORS

RB

FLV

T

RBF-01

WEST STAIR

2001

VG-01

09.27

RB

FR

BS

RB

FR

BS

RB

FR

BS

RB

FR

BS

RBF-01

RBS-01 RBS-01

EAST STAIR

2010

VG-01

RB

FLV

T

RBF-01

09.27

RB

FR

BS

RB

FR

BS

RB

FR

BS

RB

FR

BS

RBS-01 RBS-01

RBF-01

RBS-01

VG-01

09.27

RB

FR

BS

RB

FR

BS

RB

FT

ILE

RBF-01

WEST STAIR

1001

VG-01

RB

FS

C

RBF-01

09.27

RB

FR

BS

RBF-01

RBS-01

RB

FR

BS

EAST STAIR

1010

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FINISHSCHEDULE

A13.6

971 E

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MaterialNumber Description Manufacturer Product Size Color/Finish Installation Method Notes

03 33 00 Concrete Finishing

SC-01 SEALED CONCRETE SCOFIELD SCALE GRADE 1 LIGHT SANDFINISH, NATURAL COLOR

CLEAR PENETRATING SEALER, PREMIUM QUALITY, LOW VOC

05 75 00 Decorative Formed Metal

MT-03 BREAK METAL CUSTOM BREAK METAL 1/4" T., WIDTH/LENGTH VARIES DARK BRONZE FINISH AND THICKNESS ARE TO MATCH EXTERIOR DARK BRONZE BREAK METAL

MT-04 BREAK METAL CUSTOM BREAK METAL 1/4" T., WIDTH/LENGTH VARIES BRUSHED STAINLESS STEEL

06 41 00 Custom Casework

DC-01 DECORATIVE CLADDING SOELBERG INDUSTRIES GRANDE COLLECTION PIEGA 48" X 96" MATTE WHITE VERTICAL INSTALLATION GROOVES/LINEAR TEXTURE OF PRODUCT IS TO RUN VERTICALLY/PARALLEL TO 96" LENGTH OF PANEL

HDW-01 MILLWORK PULL HARDWARE DOUG MOCKETT KNURLED DRAWER PULL 7-5/32" OAL X 1-5/16" D., 6-5/16" O.C. ANODIZED BLACK 90A VERTICALLY ON DOORS, HORIZONTALLY ONDRAWERS

MILLWORK PULLS THROUGHOUT

06 64 00 Custom Casework

PL-01 PLASTIC LAMINATE WILSONART WALNUT HEIGHTS 7965K-12 SOFTGRAIN FINISH, RUN GRAIN VERTICALLY

PL-02 PLASTIC LAMINATE FORMICA TERRIL 2297-PX PLEX FINISH

PL-03 PLASTIC LAMINATE WILSONART DESIGNER WHITE MATTE SOLICORED54-60

SOLICORE LAMINATE

WB-01 WOOD BASE CUSTOM CUSTOM 4" H. SPECIES/STAIN/FINISH TO MATCH WD-01 RECESSED TO BE FLUSH WITH FINISHED WALL, INSTALL AT FIRST FLOOR LOBBY AND ALL WALLS RECEIVING WD-01

06 64 00 Plastic Paneling

FRP-01 FIBERGLASS REINFORCED PANELING CRANE COMPOSITES GLASSBOARD CLASS A WHITE

09 27 01 Gypsum Board Accessories

RM-01 REVEAL MOULDING FRY REGLET DRM-625-50 REVEAL MOULDING 1/2" REVEAL WHITE POWDERCOAT MUD OVER FLANGES PER MFR'S RECOMMENDATIONS

RM-02 REVEAL "F" MOULDING FRY REGLET DRMF-625-50 REVEAL "F" MOULDING 1/2" REVEAL WHITE POWDERCOAT MUD OVER FLANGE PER MFR'S RECOMMENDATIONS

RM-03 REVEAL 4" H. BASE MOULDING FRY REGLET MWRB75400 4" H. MILLWORK REVEAL BASEMOULDING

1/2" REVEAL WHITE POWDERCOAT

09 30 00 Tiling

MT-01 TILE TRIM - CAP SCHLUTER QUADEC SATIN ANODIZED ALUMINUM ALL OUTSIDE CORNERS AND EXPOSED EDGES OF TILE

MT-02 TILE TRIM - COVED SCHLUTER DILEX AHK SATIN ANODIZED ALUMINUM TRANSITIONS FROM WALL TILE TO FLOOR TILE

TB-01 TILE BASE CREATIVE MATERIALSCORP.

HOMAGE 12"X24" GREY TERRAZZO GROUT: CUSTOM BUILDING PRODUCTS #335 WINTER GRAY, 1/16" JOINTS, USE NON-SANDED GROUT; PROVIDE CLEAR PENETRATING SEALER

TI-01 FLOOR TILE CREATIVE MATERIALSCORP.

HOMAGE 24"X48" GREY TERRAZZO STRAIGHT LAY, RUN EAST-WEST GROUT: CUSTOM BUILDING PRODUCTS #335 WINTER GRAY, 1/16" JOINTS, USE NON-SANDED GROUT; PROVIDE CLEAR PENETRATING SEALER

TI-02 MOSAIC FLOOR TILE STONE SOURCE OTTO OTTO MIX MOSAIC 6 GRIGIO GROUT: CUSTOM BUILDING PRODUCTS #335 WINTER GRAY, 1/16" JOINTS, USE NON-SANDED GROUT; PROVIDE CLEAR PENETRATING SEALER

TI-03 WALL TILE DALTILE MODULATE STACCATO 12"X24" WHITE MD10 VERTICAL STRAIGHT LAY BUTT-JOINT/DRY STACK TILE, GROUT: MAPEI 77 FROST, USE NON-SANDED GROUT; PROVIDE CLEAR PENETRATING SEALER

TI-04 WALL TILE DALTILE METRO IMPRESSIONS 8"X8" COOL ALLEYWAY MIX MI37 1/2 OFFSET, REFER TO 51/A13.6 GROUT: MAPEI 02 PEWTER, 1/16" JOINTS, USE NON-SANDED GROUT; PROVIDE CLEAR PENETRATING SEALER; TILE TO BE INSTALLED SO LIKE-COLOR INSTALLEDADJACENT TO LIKE-COLOR, REFER TO TYPICAL TILE PATTERN 51/A13.6

09 65 00 Resilient Flooring

LVT-01 LUXURY VINYL TILE SHAW CONTRACT NATURAL CHOREOGRAPHY CUT 0922V 18"x18" HONEY 22280 LVT HEIGHT IS EQ. TO CPT HEIGHT, NO TRANSITION NEEDED

LVT-02 LUXURY VINYL TILE J&J INVISION TATAMI V5003 18"x36" NARA 1017 LVT HEIGHT IS EQ. TO CPT HEIGHT, NO TRANSITION NEEDED

RB-01 RUBBER BASE TARKETT (JOHNSONITE) STRAIGHT AT CPT, COVED AT LVT 2-1/2" H. 168 THUNDER PROVIDE CONTINUOUS 100'-0" ROLLED GOODS ONLY; DO NOT INSTALL ON ANY WALL COVERINGS, VINYL GRAPHICS, OR DECORATIVE CLADDINGS. REFER TOELEVATIONS.

RB-02 RUBBER BASE TARKETT (JOHNSONITE) QUARTER ROUND 1/2" H. MATCH RB-01 PROVIDE CONTINUOUS 120'-0" ROLLED GOODS ONLY; INSTALL ONLY WHERE FLOOR SLAB/FINISHES TRANSITION TO EXTERIOR GLAZING MULLIONS

RBF-01 RUBBER FLOORING TARKETT (JOHNSONITE) ANGLE FIT RUBBER LANDING TILE, SMOOTHTEXTURE

24"X24" SMOOTH 168 THUNDER --

RBS-01 RUBBER STAIR TREAD/RISER/NOSING TARKETT (JOHNSONITE) ANGLE FIT RUBBER STAIR TREADS W/INTEGRAL RISER, BAMBOO TEXTURE

V.I.F. LENGTH, WIDTH, AND HEIGHT OF STAIRTREADS/RISERS

BAMBOO 168 THUNDER GREY GRIT TAPEVIBMNTRS 168 SQ, SQUARE NOSE

ANGLE FIT RUBBER STAIR TREAD WITHINTEGRATED RISER

PROVIDE MFR'S INTEGRAL GRIT TAPE INSERT

SD-01 STATIC DISSIPATIVE FLEXCO DELANE ESD VINYL STATIC CONTROL 36"x36" GRAY/DARK GRAY 42 MONOLITHIC

09 68 00 Carpet

CPT-01 CARPET TILE MILLIKEN FREE FLOW RIBBON 1 M X 25 CM STORM RBN6

CPT-02 CARPET TILE MILLIKEN FREE FLOW FORMATION 1M X 25 CM STORM FMT6

09 72 00 Wall Covering

FB-01 PANEL FABRIC CARNEGIE XOREL FRACTAL EMBOSS 6261 706 PANEL FABRIC AT OPERABLE PARTITIONS

VG-01 VINYL GRAPHIC KOROSEAL DIGITAL LAB, TYPE II, SATIN SUBSTRATE CUSTOM GRAPHICS PROVIDE SMOOTH LEVEL '5' FINISH AT ALL LOCATIONS

WC-01 WALL COVERING TRIKES TOWER EMPIRE CITY STREET T2-EM-0 PROVIDE SMOOTH LEVEL '5' FINISH AT ALL LOCATIONS

WC-02 WALL COVERING TRIKES STITCHED LEATHER BUFFALO 2VSD-10 PROVIDE SMOOTH LEVEL '5' FINISH AT ALL LOCATIONS

WC-03 WALL COVERING TRIKES STITCHED LEATHER COWBOY BOOT 2VSD-09 PROVIDE SMOOTH LEVEL '5' FINISH AT ALL LOCATIONS

WD-01 WOOD VENEER WALLCOVERING TRIKES SOURCE ONE WOODS QUARTERED BROWN ASH SWS-91 INSTALL USING HEAVY DUTY CLEAR ADHESIVE PER MFR, INSTALLER TO BE CAUTIOUS OF ADHESIVE SOAKING INTO MATERIAL, COORDINATE RECOMMENDATIONSWITH MFR

09 90 00 Painting

MPT-01 MARKERBOARD PAINT IDEAPAINT LOW VOC, PREMIUM PAINT CLEAR DRY ERASE PAINT PROVIDE IDEAPAINT MAGNETIC PRIMER, PAINT MP-01 OVER PT-01

PT-01 FIELD PAINT DUNN EDWARDS LOW VOC, PREMIUM PAINT WHITE DEW380; SATIN/EGGSHELL FINISH PROVIDE FLAT FINISH FOR USE ON GYPSUM BOARD CEILINGS AS SCHEDULED

PT-02 ACCENT PAINT (OFFICES) DUNN EDWARDS LOW VOC, PREMIUM PAINT BOAT ANCHOR DE6377; SATIN/EGGSHELLFINISH

PT-03 ACCENT PAINT (FIRST FLOOR) DUNN EDWARDS LOW VOC, PREMIUM PAINT ADIRONDACK DE6339; SATIN/EGGSHELLFINISH

PT-04 ACCENT PAINT (SECOND FLOOR) DUNN EDWARDS LOW VOC, PREMIUM PAINT ROLLING WAVES DE5716;SATIN/EGGSHELL FINISH

PT-05 ACCENT PAINT (THIRD FLOOR) DUNN EDWARDS LOW VOC, PREMIUM PAINT SHEEPSKIN DE5372; SATIN/EGGSHELLFINISH

PT-06 ACCENT PAINT (FOURTH FLOOR) DUNN EDWARDS LOW VOC, PREMIUM PAINT BURNT CRIMSON DEC705;SATIN/EGGSHELL FINISH

PT-07 ACCENT PAINT (FIFTH FLOOR) DUNN EDWARDS LOW VOC, PREMIUM PAINT NEWBURY PORT DE5881;SATIN/EGGSHELL FINISH

PROVIDE FLAT FINISH FOR USE ON GYPSUM BOARD CEILINGS AS SCHEDULED

PT-08 BLACK PAINT DUNN EDWARDS LOW VOC, PREMIUM PAINT BLACK DEA187; FLAT FINISH SPRAY ALL DUCTWORK, CONDUIT, CABLE TRAYS, PIPING, SPRINKLER PIPING, DECK, STRUCTURAL MEMBERS, ETC. AT AREAS THAT REMAIN EXPOSED TO PLENUM

PT-20 PAINT TO MATCH AB-7 STANDARD DARKBRONZE

DUNN EDWARDS LOW VOC, PREMIUM PAINT BLACK DEA187; FLAT FINISH SPRAY ALL DUCTWORK, CONDUIT, CABLE TRAYS, PIPING, SPRINKLER PIPING, DECK, STRUCTURAL MEMBERS, ETC. AT AREAS THAT REMAIN EXPOSED TO PLENUM

10 26 00 Wall Protection

WP-02 CORNER GUARDS INPRO CORPORATION 3/4" X 3/4" X 48" CLEAR THERMOPLASTIC PROVIDE CLEAR SELF-TAPING ADHEISVE

12 36 61 Quartz Surfacing

QZ-01 QUARTZ SURFACE QUARTZ MASTER LLC 132" X 65.5", 3/4" THICKNESS; PROVIDE 1-1/2" T.EASED EDGE, U.N.O.

LILIACEOUS LAND QM2011, POLISHEDFINISH

QZ-02 QUARTZ SURFACE CAMBRIA LUXURY SERIES 132" X 65.5", 2CM THICKNESS; PROVIDE 1-1/2" T.EASED EDGE, U.N.O.

SKARA BRAE, HIGH GLOSS FINISH SLABSMITH TECHNOLOGY IS REQUIRED TO BE USED AS TO ALIGN VEINS AT SEAMS; COORDINATE WITH ARCHITECT/PRODUCT REP (MELISSA FEDOCK,[email protected], 480-428-9143) PRIOR TO SHOP DRAWINGS AND FABRICATION

SCALE: 1" = 1'-0"

TYPICAL TILE PATTERN51

A13.6SCALE: 1/4" = 1'-0"A13.6

55 TYPICAL WEST STAIR FINISH PLANSCALE: 1/4" = 1'-0"A13.6

56 TYPICAL EAST STAIR FINISH PLANSCALE: 1/4" = 1'-0"A13.6

53 LEVEL ONE WEST STAIR FINISH PLANSCALE: 1/4" = 1'-0"A13.6

54 LEVEL ONE EAST STAIR FINISH PLAN

2 2 2 2

2

2

2 09/06/19 DESIGN

COORDINATION

5 11/5/19 ADDENDUM 4

7 11/22/19 ADDENDUM 7

5

7

4"G

4"G

4"G

4"G

4"G

4"G

4"G

4"G

4"G

4"G

4"G

8

"

W

6"W

SD

E

E

E

E E E E E E

4

"

G

4"G4"G

4"G 4"G

4"G

4"G

4"G

4

"G

3"W

8"F

1

2

"

S

D

1

2

"

S

D

1

2

"

S

D

S

D

S

D

S

D

R

D

R

D

R

D

R

D

R

D

R

D

UP UP

26' FIRE LANE

NORTH

0

SCALE:

feet20 40 60

1" = 20'

HARDSCAPE KEYNOTES

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NOTE TO CONTRACTOR:

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CURRENT DATA AVAILABLE. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF UNDERGROUND UTILITIES SHOWN

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BISTRO TABLE AND CHAIRS - SEE DETAIL 3 / LH2.02

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LIGHT FIXTURE - SEE ELECTRICAL ENGINEERING SHEETS

CONCRETE HEADER - SEE DETAILS 4 / LH2.01

EXISTING BOULDERS TO REMAIN (TYP.)

METAL SCREEN/GUARDRAIL PANEL - SEE DETAIL 3 / LH2.03

UTILITY / ELEC. BOX. SEE ARCH. / ENGIN. PLANS

SITE BENCH - SEE DETAIL 3 / LH2.02

EXISTING FENCE TO REMAIN (TYP.)

SERVICE ENTRANCE SECTION (SES)

EXISTING WALKWAY TO REMAIN

EX. FENCE TO BE REMOVED

FENCING AND GATE - SEE GATE SCHEDULE THIS SHEET

SALVAGED BOULDERS RELOCATED ON SITE

LIMIT OF FIRE LANE (DASHED LINE)

SITE / RETAINING WALL - SEE ARCH. / STRUCTURAL PLANS

MOUNTABLE CURB. SEE CIVIL ENGINEERING PLANS

CONCRETE TURNDOWN EDGE TYPE 1. LIMITS REPRESENTED BY DASHED LINE. SEE DETAIL 8 / LH-2.02

CONCRETE TURNDOWN EDGE TYPE 2. LIMITS REPRESENTED BY DASHED LINE. SEE DETAIL 8 / LH-2.02

FLAG POLE - SEE SPECS

REMOVABLE GAS METER SCREEN - SEE DETAIL 3 / LH2.03

STEEL BOLLARD - SEE DETAIL 1 / LH2.02

STAINLESS STEEL BOLLARD - SEE DETAIL 2 / LH2.02

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1

PINAL COUNTY ATTORNEYS OFFICE 30-19101-00

PINAL COUNTY FACILITIES MANAGEMENT 25 OCTOBER 2019

FLORENCE, AZ CONSTRUCTION DOCUMENTS

ELECTRONIC SECURITY SYSTEM VIDEO SURVEILLANCE SYSTEM 28 7040 - 1

SECTION 28 7040 - ELECTRONIC SECURITY SYSTEM VIDEO SURVEILLANCE SYSTEM

PART 1 GENERAL

1.1 RELATED WORK

A. General:

1. Drawings, specifications and general provisions of the Contract, including General

and Supplementary Conditions and Division 1 Specification sections, apply to

work of this section. The Contractor and all subcontractors are responsible for

locating information pertaining to required items of work specified or indicated

elsewhere in the Contract Documents.

B. Related Work Specified Elsewhere:

1. Division 00 – Bidding and Contract Requirements

2. Division 01 - General Requirements

3. Division 02 – Existing Conditions

4. Division 06 – Wood and Plastics

5. Division 08 - Openings

6. Division 11 – Equipment

7. Division 12 - Furnishings

8. Division 26 – Electrical

9. Division 27 - Communications

10. Division 28 - Electronic Security Systems

C. Reference Specifications, Materials, and/or Codes:

1. Refer to Section 287000.

1.2 SYSTEM DESCRIPTION

A. Furnish and install all equipment, materials and labor necessary to complete the installation

of specific systems described herein and integration of all systems as specified. The work

includes but is not limited to the following:

1. Security Video System

2. Digital Video Recording System

3. Replace existing Court’s Vicon analog camera viewing and recording system with

an IP based Security Video System

B. The VMS for this project is to be ONSSI, Ocularis Enterprise based on a Pinal County

wide deployment and standard. The VMS for this project is being provided by the owner

for the contractor to install and set up.

C. Provide a fully functional and serviceable Security Video System. Include all the material,

equipment and services required.

D. Provide all necessary hardware, software, and programming for security Card Access

System interface as to furnish complete and fully functional system.

dlyon

Text Box

DELTA 7





E. Cameras

1. Types: Cameras are devices which originate one or more video data stream(s).

Cameras used in a Security Video System may be of a fixed-view type, or pan-tilt-

zoom (PTZ) type.

a. Set the aim, view field, and focus of each camera. Provide cameras with

automatic adjustment for variations in illumination (auto-iris). Use

cameras with day-night capability or auxiliary infrared (IR) illumination

to overcome low-light conditions and provide acceptable video output.

Utilize cameras with wide dynamic range compensation.

b. Pan-tilt-zoom (PTZ) cameras have motorized adjustability of their

horizontal and vertical rotation around their respective axis, and the

capability of adjusting the lens to zoom in and out, varying the apparent

magnification (and field of view) of the coverage area. Camera control is

accomplished remotely through hardware (joystick/buttons) and software

(mouse or HMI control). Since the camera will remain at its last position,

which may not provide sufficient visual orientation to an operator, pan-

tilt-zoom cameras shall have a “home” position pre-programmed or tour

program as coordinated with the owner.

2. Surveillance and Identification Cameras: The required Surveillance and

Identification coverage shall be achieved using fixed-view cameras. Pan-tilt-zoom

cameras are supplemental, not primary to meeting the requirements.

3. Camera Environment: Cameras shall be of a type, and/or have housings and

accessories, to ensure they are not easily physically damaged, and features (such

as heaters) that they will not be damaged by and will reliably operate in the

environmental conditions for which they are installed. Where artificial lighting is

the source of illumination, verify the expected level, and provide appropriate

cameras.

4. Recommended Camera - AXIS - Q3515-LV-9mm

5. Recommended Camera - AXIS - P3227-LVE

F. Camera Location: Locate cameras

1. With consideration for sources of glare or extremes of light level

2. Out of the reach of offenders, or if unavoidable, in suitable housings

3. To preclude viewing (by camera position selection, view coverage adjustment,

masking, or other approved method) specific areas where privacy is recognized.

a. Showers and related dressing areas

b. Toilets

G. Camera View Coverage: At all locations where camera coverage is required, provide 100%

coverage of the floor or ground area, and to a height of seven (7) feet above that surface.

H. Live Video Viewing (Monitoring)

1. Post orders prescribe the expectations of the staff position. The post activities and

requirements will vary over the work shift, and are somewhat different on each

shift, but the following are general expectations.





a. Movement Control cameras are expected to be viewed in connection with

operation of the controlled doors/gates. Doors and gates are provided with

intercom stations having call buttons which indicate a request for access,

precluding the need for continuous or periodic visual monitoring of the

door/gate for approaching persons or vehicles.

b. General Surveillance cameras are viewed periodically in accordance with

the post orders or best practices, for surveillance of risk areas, detection of

abnormal conditions, or for support and backup of floor or site staff.

(Examples of abnormal conditions could be detected are presence of an

individual in a prohibited area; individuals running; and so on.)

c. Activity Monitoring cameras are viewed periodically during periods when

offender activities in the area are occurring, in accordance with post orders

or best practices, for remote supervision or for support and backup of floor

or site staff.

d. Specialized Monitoring cameras are viewed in accordance with post orders

or best practices associated with the specialized purpose, in support of the

floor staff.

e. Alarm Association cameras are cameras that ordinarily serve in a role as

General Surveillance, or may not normally be viewed, but they have been

associated through electronic security system integration to be

automatically selected and displayed in the event of a triggering alarm.

They are expected to be viewed as an aid to the alarm response and

dispatch.

2. Live images displayed at each of the HMI workstation locations are to be displayed

at 30 frames per second at the highest resolution of the associated camera.

I. Video monitors deployed for operational use shall be high-quality, large, high-definition

widescreen LED type. Provide the following at each control location:

1. Alarm Monitoring Station: The Security Monitoring Station having alarm

monitoring and surveillance functionality will have all cameras represented on the

HMI with graphic icons which indicate the view direction and the camera ID

number. Pan-tilt-zoom cameras shall have icons indicating that capability. The

Security Monitoring Station shall have video viewing monitors as follows:

a. One center desktop monitor to be used for the Card Access System HMI

(refer to section 287050).

b. One right desktop monitor to be used as a user defined multi view

surveillance display monitor.

c. One left desktop monitor to be used for automated video call-up from

alarms and HMI inputs.

d. Multiple wall mount large format user-configurable and assignable video

display monitors:

(a) user may configure number and size of viewports from menu of

available choices (typically up to 16 images, but also selectable

with up to 40 images per monitor)

(b) alarm association with duress





(c) video segments assignable for live-view surveillance (viewing

assignments may be overwritten by the automated alarm call ups)

by selection from the HMI and NVMS HMI.

J. Recording

1. Cameras to be Recorded: All cameras connected to the Security Video System are

to be recorded to a video archive which is securely maintained on the System, and

which has been configured for resilience and component failure tolerance, as well

as to permit expansion.

2. Recording Parameters: Recording of video data will be movement based,

continuous 24/7/365 for all cameras deployed on the Security Video System,

regardless of their purpose.

a. Recording shall be at the full resolution of the installed camera, meeting

the acuity standards set forth in this document.

b. Record at not less than 10 frames per second (10 fps) CONTINUOSLY

FOR 45 DAYS.

c. The system shall be configured to self-monitor and alarm for loss of a

video signal from the cameras.

d. There shall be no interruption, or degradation of quality of the recording,

due to any number of system users accessing the system’s live or archived

video.

e. The recorded video shall be retained as an official copy for a minimum

period of 30-days

(a) Video data with authentication shall be exportable from the

system to provide support for litigation, prosecution or defense of

criminal actions, or for other judicial actions.

(b) System useable archive capacity shall be not less than 1.2 times

the calculated requirement.

(c) After 30 days have elapsed the archive data shall be overwritten

by the system

f. The video server needs to meet the recommended hardware requirements

for the quantity of cameras including multiple views for each camera. The

video server needs to provide a mirrored drive (Hot Swappable) with the

latest Ocularis Enterprise VMS supported Microsoft OS, and RAID5 (Hot

Swappable - minimum 8Tb each drive) for video recording hard drive and

provide one spare drive for OS and Raid drive to Pinal County IT. The

RAID5 video recording drive shall be under 50% utilization with all

cameras recording as requested. CPU shall be under 50% utilization. No

need for failover video recording.

g. Network gear (Cisco) shall be provided by GC per Pinal County IT

Network Dept standard. Pinal County IT Network team will program the

switches and configure VLAN for CCTV network. Network gear shall be

registered to Pinal County IT for warranty support purposes. The CCTV

data cables shall be orange in color and labeled.





h. GC to supply a camera license for each camera installed (Ocularis

Enterprise Camera License). Pinal County already has an enterprise

version of the VMS software no additional license is required for the video

server. Pinal County IT will handle the camera IP addressing and the VMS

software installation on the server and programming on the video server.

Vendor will need to work with Pinal County IT to address the IP cameras

before installation and work with Pinal County IT for final camera

placement and focus.

K. Infrastructure Requirements

1. Security Video System Network: Provide open architecture environments that are

supportable, maintainable and can be integrated into larger infrastructures.

2. All network transport devices, servers, storage arrays, and other head-end

components of the electronic security systems shall reside in the Electronic

Security Equipment Room.

3. Card Access, video and associated equipment is to be installed in the shared

Telecommunications / Electronic Security (IDF) rooms on Floors 1 through 5.

4. All security devices are to pull to the Electronic Security Equipment Room or the

IDF rooms on floors 1 through 5. No electronic security equipment is to be

installed in the field, outside of these rooms.

1.3 Related Standards and Goals

A. Provide a facility-wide fully digital to-the-edge Internet Protocol (IP) Networked Video

Management System (NVMS) with on-network archival storage, and software virtual

matrix switching that allows for network-wide viewing of live and archived video. The

Security Video System shall operate over the Ethernet security system network.

1.4 Camera Deployment Purposes

A. It is essential that the cameras provide usable information for their intended purpose. The

recognized purposes for deployment of cameras are:

1. Movement Surveillance Cameras: Card reader doors and stairwells shown with

cameras are to have acuity to provide for positive facial identification of the

persons moving through that space or door way.

a. Requirements:

(a) Utilize fixed cameras configured and located to provide images

presenting the subject’s face.

(b) Provide a minimum of 40-50 pixels per horizontal foot of camera

coverage at the designed subject distance from the camera.

(c) Cameras are selectable from the Human-Machine-Interface

(HMI) having control or needing for situational awareness of area

where camera is located.

(d) Cameras are selectable from the Network Video Management

System (NVMS) Human Machine Interface (HMI) on monitor(s).





2. General Surveillance Monitoring Cameras: The Security Video System shall

provide remote surveillance of areas where staff may not be present, or have clear

lines of vision to all areas.

a. Utilize fixed cameras for coverage

b. Provide a minimum of 10-20 pixels per horizontal foot of coverage

through selection of camera type, quantity, and location

c. Designated areas are supplemented by PTZ type cameras providing high-

detail video acuity of 70-90 pixels per horizontal foot, or greater, over their

designed coverage area - provide software and hardware for PTZ control

d. Cameras are integrated for selective call-up for periodic live-viewing, but

are primarily forensic (video is archived and reviewed as needed)

e. Cameras are selectable from the NVMS HMI on monitor(s).

B. Activity Monitoring Cameras: Similar to General Surveillance, but more specific to areas

where activities take place. This monitoring is supplemental to, or in some cases may be in

lieu of, direct staff supervision.

1. Guidelines:

a. Utilize fixed cameras for coverage

b. Provide a minimum of 20-30 pixels per horizontal foot of coverage

through selection of camera type, quantity, and location.

c. Designated areas are supplemented by PTZ type cameras providing high-

detail video acuity of 70-90 pixels per horizontal foot, or greater, over their

designed coverage area - provide software and hardware for PTZ control.

d. Cameras are integrated for selective call-up for live-viewing during

activity, and may be monitored continuously or intermittently as

determined by procedures.

e. Cameras are selectable from the NVMS HMI on monitor(s).

C. Alarm Association Cameras: The Security Video System shall be electronically integrated

with the Card Access System, when it detects a specified event, triggers the Video System

to perform an action, such as display pre-defined camera images on a monitor. The cameras

described herein shall also be selectable from the NVMS HMI stations and other Control

Points as designated.

D. Guidelines:

1. Provide integration with the Staff Duress devices (fixed duress alarm buttons)

provide for live-viewing of the associated site or building area upon an alarm event

- utilizes fixed cameras providing a minimum of 20-30 pixels per horizontal foot

of coverage.

E. Camera Deployment

1. The Security Video System installation shall address:

a. View obstructions (consider fixed and moveable equipment and

furnishings, as well as permanent construction)





b. Available illumination (particularly with megapixel cameras which have

less sensitivity to low light levels)

c. Shadows and glare

d. Background

e. Environmental conditions (wind, rain, snow, fog, etc.)

f. Camera mounting stability

1.5 DEFINITIONS

A. Video Camera – A commercially available, color, low light level capable, high definition,

progressive scan, CCD image sensor fitted with an appropriate fixed or variable focal

length lens. May be fixed-view or motorized pan-tilt-zoom type.

B. Network Video Management System (NVMS) – A network-based, software-controlled,

video system that provides facilities for managing the output from many video cameras,

recording the output as digital data, and for viewing selected live or archived digital video

data.

C. Network Video Recorder (NVR) – A digital recording management component of a

Network Video Management System. NVR’s may have data storage capability, or function

as video servers without on-board storage.

D. Refer also to Section 287000.

1.6 SUBMITTALS

A. Refer to Section 287000.

B. Reference also to Division 1 Specifications.

1.7 SPARE PARTS

A. Provide the following to the owner after completion of the project:

1. Circuit Cards: 5% of total, (no less than one), of each type used

2. Power Supplies: two (2) of each type used

3. One (1) Control workstation/server; complete

4. One (1) encoder (if external)

5. Fuses: twenty of each type used

6. Power Supplies: two of each type used

7. Cameras: one (1) of each type used

8. Lenses: two of each type used

9. Keys: five of each type used

10. Tamper Proof Screws: thirty of each type used.

11. Tamper Proof Screw Tools: five of each type used.

B. Refer also to Section 287000

1.8 WARRANTY






PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Any references to specific Manufacturers or Suppliers equipment and other information

herein are supplied only to establish a minimum standard of performance, function and

quality for the system specifically noted otherwise.

B. The VMS for this project is to be ONSSI, Ocularis Enterprise based on a Pinal County

wide deployment and standard. The VMS for this project is being provided by the owner

for the contractor to install and set up. All other components of the Video Surveillance

System must be compatible with ONSSI, Ocularis Enterprise software.

2.2 SYSTEM DESCRIPTION

A. Connect all cameras to a new Network Video Management System.

1. Provide all new digital IP cameras for camera locations.

2. Recording devices shall be installed in a secured Security Electronics Equipment

Room.

B. A Network Video Management System (NVMS) – The NVMS shall consist of video

cameras, video virtual-matrix servers providing virtual-matrix video switching, viewing

client computer workstations, managed network switches, and network video recorders or

other data storage devices, all operating through the NVMS software.

1. System shall consist of digital IP cameras directly connected to the network and

digital viewing workstations.

2. The NVMS shall include software having capability to manage double (2x) the

number of installed cameras without requiring upgrade to the next level.

3. The NVMS shall integrate with the Card Access / HMI control system to provide

for live viewing camera selection switching, and automated live view “call up”

capability in association with door/gate or device selection. Keyboard/joystick

controls are to be provided to supplement the Card Access / HMI interface, but not

substitute for it.

C. Provide video coverage of all of the facility and site areas designated on the security

drawings. Provide the level of acuity (resolution) as established in these documents for the

operational purpose that each of the cameras are deployed.

D. Provide activated camera licenses for 120% of the number of installed cameras, and for all

installed ports of any system devices subject to a port licensing requirement.

E. The recorded video may be searched, and authenticated copies made and exported without

affecting realtime system operations.

F. In addition to recording and storing video images, system shall display ‘live’, high

resolution color video images on demand at any or all authorized workstations on the

network. Available images at a given workstation may be restricted to local cameras, and

access to archived video may be similarly restricted. Individual workstations shall be able

to select a preferred display format, including single image, 4 images, 9 images, 16 images

or 25 images simultaneously. In addition, images shall be available for “call up” by other

associated systems via digital signal or relay contact closure.





G. PTZ cameras shall be controlled by a physical “joystick” and shall be programmable to

pan and zoom to at least twelve (12) preset fixed aim/zoom points at the press of a physical

or virtual button, or by closure of a form ‘C’ remote contact.

2.3 TECHNOLOGY

A. Cameras:

1. Provide Digital IP color video for all applications. The cameras shall meet the

technical requirements described below and include an integrated encoder

providing a TCP/IP format output via a standard RJ-45 Ethernet jack.

B. All video cameras shall include motion sensing and analysis based on pixel change in a

region of the image that is selectable as to size and location within the total image.

C. Cameras shall employ automatic coverage control to switch from bright scene color image

to dark scene monochrome image.

D. Cameras are to be provided with wide-dynamic-range (WDR) features.

E. Power over Ethernet (PoE+) shall be utilized as the preferred camera power source

whenever possible. Use of power injector devices shall be utilized for special

circumstances only. Cameras not capable of being powered by PoE shall have dedicated

camera power supplies.

F. All cameras and switching equipment shall be backed up by UPS and Generator sources.

G. FIXED CAMERAS

1. 1/2.7-inch CMOS HD with progressive scan.

2. High resolution 1080p, HD format.

3. High sensitivity in color and monochrome modes.

4. Local storage with microSD card.

5. Multiple H.264 HD video streams.

6. Intelligent noise reduction reduces bandwidth and storage requirements by up to

30%.

7. Aesthetic vandal-resistant enclosure, suitable for indoor or outdoor applications.

8. IP66 and NEMA 4 Type 4X rating.

9. IK10 impact protection (the equivalent of 55 kg (120 lbs))

10. Varifocal 3-9 mm or 10 to 23 mm lens.

11. Provide all cameras in stairwells as high security, detention grade.

12. Custom powder coat the mount and the camera (all except the bubble). Coordinate

color with Architect/Engineer during submittals.

H. PAN TILT ZOOM CAMERAS

1. Full-featured HD PTZ unit designed for discrete video surveillance applications in

indoor and outdoor environments.

2. High performance 1/2.8-in. progressive scan day/night CMOS sensor with up to

1920 x 1080 (2MP) resolution.





3. Dual recording (iSCSI and SD card)

4. Dual, redundant power:

a. Outdoor Pendant with heater:

(a) 24 VAC

(b) High PoE

5. Indoor Pendant (not using the heater) and In-ceiling Models:

a. 24 VAC

b. PoE+ (IEEE 802.3at, class 4) or High PoE

c. Default to 24 VAC power supply, if connected.

d. High PoE or PoE+ power supply if power from the 24 VAC power supply

is lost with no interruption to camera operation.

6. Intelligent Tracking to continuously track objects in motion.

7. Wide Dynamic Range of 90 dB for clear images in extreme high-contrast

environments.

8. Direct network connection using H.264 and JPEG compression and bandwidth

throttling.

9. Embedded Intelligent Video Analysis (IVA) to eliminate dedicated PCs and

associated software maintenance.

10. Configurable quad streaming with individually configurable HD streams.

11. Autofocus lens with 360x zoom (30x optical/12x digital).

12. Variable pan and tilt speeds, and autopivot capability for camera control and

viewing at all zoom levels.

13. 256 user-defined presets.

14. For Pendant Housings:

(1) Include IP66 environmental protection

(2) Conform to the NEMA 4X standards and certifications

15. For In-ceiling Housings:

a. IP54 environmental protection.

b. Plenum rating.

c. IK8 rating

16. Camera housing shall be a durable, rugged design.

17. Provide flush mount, roof mount, pendant arms, corner mount or parapet mounts

as required to obtain the desired view and match the architectural features of the

installed location.

18. Custom powder coat the mount and the camera (all except the bubble). Coordinate

color with Architect/Engineer during submittals.

I. DIRECTORY SERVER (minimum requirements)





1. 16GB, Intel Xeon E5, 8 x 2.5” bays, RPS 512MB Cache, WS2008R2, 5YR

2. 300GB 10K Dual Port SAS Drive

J. ARCHIVERS (minimum requirements)

1. 16GB, Intel Xeon E5, P420/1GB, 2 X RPS no HDD, 14 Bays, WS2008R2, 5YR

2. Second Processor Kit E5 (Processor & Fan)

3. 300GB 10K Dual Port SAS Drive

4. 2GB EXTERNAL RAID Controller

5. 12 BAY DIRECT ATTACHED STORAGE ARRAY 2U 5YR

6. 6TB Dual Port SAS 7.2K 3.5" SAS Drive

7. Provide quantities and capacities of storage equipment as necessary to meet the

storage requirements

K. NVMS Software:

1. The Network Video Management System (NVMS) software shall be a proven

enterprise grade application that is server based. Install and configure the owner

provided ONSSI, Ocularis Enterpise software.

2. System shall run on commercial off-the-shelf (COTS) computer and server

hardware under an Operating System that is the latest currently supported version.

3. The NVMS software features shall include:

a. Distributed architecture for fully redundant recording,

b. Fully automated recording failover protection,

c. Support for analog video (NTSC at 1v p-p) via multiple encoders,

d. Allows a different format selection for each camera individually using

common video compression formats, including H.264, JPEG, M-JPEG,

MPEG2, MPEG4

e. Provide full recording and viewing operations using mixed CIF, 2CIF,

VGA, 4CIF and Megapixel resolutions,

f. Allows live view monitoring at multiple workstations and recording

simultaneously,

g. Allows search and copy/export operations without affecting the live

monitoring and recording functions.

h. Systems shall record all connected video cameras

4. NVMS systems shall be designed for resiliency and failure tolerance, through

failover or virtualization strategies.

5. NVMS systems shall implement dedicated iSCSI Storage Area Network (SAN)

storage architecture, utilizing RAID 5 drive arrays to meet storage requirement.

All storage systems shall be scalable, to allow future increases in storage capacity

without data loss.





6. Storage capacity provided shall be at least 1.2x the actual (verified after installation

and operational in a live environment) requirement for recording all system

cameras continuously at their highest resolution, 10 frames per second, for 30 days

as a minimum.

7. System shall be configured to automatically overwrite stored data after 30 days, in

a “first in –first out” type of housekeeping.

8. NVMS system shall continuously stamp the recorded data with date and time, and

store the information as a live archive in online storage. Schemes which re-process

the data after a period of time to achieve greater storage are not acceptable to meet

the 30-day requirement.

9. The system shall continue to monitor in real time, present live images in real time,

and record in real time, while being searched by date and time, all simultaneously

at one or more authorized and password protected workstations. Copies of selected

segments with authentication (for evidence purposes) may be made and transferred

to portable media at designated workstations only. System shall have a track record

of providing authenticated video accepted in courts of law.

10. Images or system functions in use at one location or workstation shall not affect

any function or operation at any other location or workstation. Pan-Tilt-Zoom

control may be prioritized by workstation. The Search and Copy process shall not

affect any other feature or operation of the system.

11. Video systems shall use a single manufacturer’s products wherever reasonably

possible. Use accessory components specifically recommended and supported by

the manufacturer for use with that equipment. All video components shall be

verified for compatibility with each other. Do not use generic I/O, power supplies,

etc. The equipment provided shall be products of the following manufacturers that

conform to the requirements of these documents:

a. Cameras certified for use on the selected software platform, as

manufactured by:

(a) Axis

b. NVMS Software, with modules for system management, recording, and

viewer client deployment:

(a) Owner provided / contractor installed ONSSI, Ocularis Enterprise

12. Software and firmware used in conjunction with the video equipment shall be

licensed to Pinal County. Any custom software or programming shall become the

property of Pinal County. Software provided shall include programming

applications that are required to make changes/adjustments to the programing.

13. NVMS Software to include

a. Security Center Base Package which includes: Directory, Security Desk

client connections, Plan Manager Basic, Alarm Management, Advanced

Reporting, System Partitioning, Zone Monitoring, IO Modules Support,

Email Support, Macros.





b. Support for server virtualization, all supported languages. Synergis,

Omnicast, or AutoVu base package to enable access control, video, or LPR

content respectively.

c. Failover Directory Role.

d. Security Desk Client connections

e. Enterprise Package which includes: Archiving and Auxiliary Archiving

support, Media Router, Audio, Remote Security Desk, Camera Sequences,

Camera Blocking, Camera Dewarping, Hardware Matrix Support, Time

Zone, Edge recording and trickling, Keyboards and Joystick Supports.

f. Camera connection licenses

g. Failover camera connections

h. Security Center Software Development Kit (SDK). Including Web Service

SDK, SDK documentation and samples, demo license (GSC-DEMO),

SDK connections. SDK Support Program (SSP).

2.4 INSTALLATION

A. All video equipment (except cameras) shall be installed in a secured Secured Electronic

Security Equipment Room, and be grounded in accordance with requirements found in

these specifications and as directed by the manufacturer.

B. All powered components of the Security Video System shall be connected to a UPS and

generator backed source.

C. Camera installation locations and their views shall be approved by the Owner. As a pre-

condition to installation, the installer shall demonstrate available images using a live

camera provided with a manual vari-focal lens and a color display. Handhold the camera

at the proposed installation location and demonstrate available images by changing focal

length of the vari-focal lens until an acceptable image is accepted for each camera view by

the Owner.

D. Cameras and lenses, and the conditions of installation, shall provide the required acuity

and view for the camera’s intended purpose.

E. Cameras shall be rated by the manufacturer for installation under the environmental

conditions expected at the installation location. Cameras shall be provided with a heated

and/or cooled environmental enclosure that will limit and/or control the camera

environment to within the manufacturer’s rating. In addition, security enclosures shall be

provided for cameras installed in detainee accessible locations. Enclosure/camera

selections shall not limit the camera view.

F. Not more than 75 percent (75%) of the number of video cameras recommended by the

manufacturer as the maximum number, at full resolution and frame rate, shall be connected

to an NVMS server. Server resources, when in full operation, shall not exceed 75% usage.

G. System shall use multiple video servers, connected on a dedicated video network with

managed virtual switching.

H. Failure of one video server or recording disk drive shall cause video images after the failure

to be recorded at a different video server or disk array for the duration of the failure. This

shall be without operator or technician intervention (automated failover), and the system





shall report the failure to the Security System Management PC with an automated alert on

the HMI system.

I. The Security Video System shall be designed and implemented in a manner that provides

the operational support required.

J. Video system shall provide all of the following image types simultaneously, at all

authorized workstations on the system:

1. Dedicated Images - Images always on screen for observation

2. ‘Call Up’ Images - Images displayed only when a related system triggers the need

for a video picture (alarm input)

3. ‘On Demand’ Images – Images not displayed until specifically requested by a

person having authorized access to the system

K. The video system shall respond to commands and display the full resolution and full quality

image requested within 0.5 seconds of a command transmitted by digital message or

contact closure.

L. The image shall not roll or tear, or display any degrading characteristics (snow, sound bars,

etc) at any time, but shall remain stable without a change in resolution or quality until

cancelled by another digital message or contact closure, or through expiration of a timed

operation.

2.5 VIDEO DECODERS

A. Provide video decoders where required for system performance.

B. Video decoders to provide security video decoding Video-over-IP output. Encoders to have

the following minimum features:

1. HD 1080p and 720p decoding

2. Flexible monitor layouts

3. Directly drive up to two HD monitors

4. Display VCA metadata

5. Compact size and VESA mount

2.6 MONITORS

A. Size as indicated on security drawings

B. Full HD 1080p resolution

C. Clear motion Rate 240

D. LED backlight panel

E. Automatically focus on setting the correct color, temperature, and gamma curve settings,

display images using an aspect ratio of 16:9 and capable of displaying 16.7 million colors.

F. Front control lockout feature so that only authorized users can adjust menu settings.

G. 100 x 100 mm VESA Mounting standard.

H. Dual Core Processor

I. Sync Format: PAL/NTSC





J. Aspect Ratio: 16:9

K. Display Colors: 16.7 million

L. Response Time: <5 milliseconds (typical)

M. Backlight: >30,000 hours

N. Luminance: 250 cd/m2 (typical)

O. Contrast Ratio: 1000:1 (typical)

P. Viewing Angle:

1. Horizontal: 170°

2. Vertical: 170°

2.7 PERFORMANCE TESTING

A. Demonstrate proper operation, view, and quality image for all cameras.

B. Demonstrate acceptable response time as described above in the System Operation section.

C. Simulate utility power failure and demonstrate continuance of proper operation of the

entire system under failure of normal power, and at return to normal power.

2.8 CCTV GRAPHIC USER INTERFACE CONSOLE

A. Human Machine Interface (HMI) Graphic User Interface Computer System:

1. Furnish and install HMI Computer Systems as an operator interface to the CCTV

and NVRS systems.

2. Design and construct HMI systems that integrates CCTV camera call-up,

functions, and controls and Digital Video Recorder System (DVRS) call-ups,

functions and controls via a graphic user interface.

3. Provide personal computer-based hardware and custom designed, application-

specific, Microsoft Windows (latest supported version) based software to integrate

or interface the CCTV and NVRS systems.

4. Provide and install graphical control and annunciation icons on graphics mode

video displays along with programming that provides the sequences of operation

verified with the Owner and Architect/Engineer during the software development

process described in 287050 Part - 3.2, HMI Software Support.

2.9 HMI EQUIPMENT

A. General Description and System Overview:

1. Furnish complete, viewing system and annunciation/control of all CCTV and

NVRS systems utilizing graphic user interface controls with integrated the Card

Access System. Provide all labor, equipment, materials and supervision to install,

calibrate, adjust, document and test the total system as required herein and as

indicated on the drawings.

B. System Configuration:

1. The Interactive HMI System consists of HMI Consoles which are connected to

each other via the CCTV and Card Access System local area networks. The Card

Access System shall communicate with the HMI Consoles via direct connection to





its local area network. The Card Access System shall have its own network linking

all of the site CPUs together. The NVRS shall communicate with the HMI

Consoles via a direct connection to the CCTV local area network.

a. The HMI shall serve as the graphic based operator interface between the

officer and the facility's CCTV and NVRS systems.

b. Card Access System: The Card Access System shall provide all necessary

logic transactions required to implement the functions and features of the

CCTV system. The HMI shall be provided with NVRS software to allow

for all functions and features of the NVRS system.

C. System Performance Guidelines:

1. The interaction time lag between initiating the control icon, i.e., camera icon, at

any given HMI and the controlled point activation, (i.e., the view), shall be no

greater than one-half second (0.5 sec).

2. The interaction time lag between a controlled point activating and any given HMI

response either by activation of an audible alarm and/or the associated icon

changing state (color) shall be no greater than one-half second (0.5 sec).

3. The interaction time lag between recalling any floor plan at any given HMI shall

be no greater than one-half second (0.5 sec).

4. All necessary boards for integration to local area network, Card Access System,

etc., shall be provided.

5. All HMI computers shall be built with identical Manufacturer parts, and shall all

be purchased from the same supplier at one time. This is to ensure that all of the

supplied system computers and all included computer hardware are identical.

2.10 KEYBOARD CONTROLLERS

A. Unit to be capable of at least the following:

1. Compatible with the CCTV System

2. Desk mount type keyboard

3. Full control of assigned PTZ cameras

4. Joy Stick for camera Pan Tilt control

5. Complete programming abilities to assign any inputs to any outputs

6. Ability to sequence any inputs on any one output

7. Ability to program watch tours and pre-positioning programming.

8. Provide video control keyboards at each the HMI workstation in the Security

Monitoring Station.

2.11 LENSES

A. Adjust the view and focus of each camera.

1. As required to attain the desired field of view as determined by the owner and

engineer, provide the time, labor and materials to change lenses and re-adjust the

cameras and lenses.





2. If required to attain the desired field of view as determined by the owner and

engineer during installation, provide time, labor, and materials to replace cameras

with different lensing options. Re-adjust the cameras and lenses as necessary.

3. Provide final orientation of camera and lens based upon actual field parameters

and conditions to insure proper application as per owner’s verification of required

view, at no additional cost to the owner.

2.12 CAMERA POWER SUPPLIES

A. Power Supplies and all wiring shall conform to the NEC Article 725 for Class 2 limited

low voltage circuits. No power source or transformer is to be rated for more than 100 VA.

B. Provide power supplies as necessary for all security video equipment. To include but not

limited to all cameras and receiver/driver units.

C. The (120 VAC) Power Source for all video equipment shall be fed from UPS fed breaker

panels, backed up by a generator source.

D. Provide surge protection in accordance with Section 287015.

2.13 COPPER/FIBER SIGNAL CONVERTERS

A. Provide Ethernet to Fiber Media Converters to transmit the local video Ethernet video

signal from an outside source to the local network switch indoors. Converter to have the

following minimum specifications:

1. Industrial Temperature PoE Media Converter

2. PoE / PoE+ Ethernet to Fiber Converters

3. 10/100/1000Base-T to 100/1000Base-X Fiber

4. Supplies IEEE 802.3 PoE & PoE+ PSE power

5. Fix fiber ports or empty slot for Cisco and other industry standard SFPs

6. Advanced features: PD Reset, Smart Link Pass-Through, Fiber Fault Alert, Auto-

MDIX and Loopback

7. -40F to +167F (-40C to +75C) extended temperature support

8. Terminal block power connector

9. Refer also to Section 287010

2.14 SURGE PROTECTION

A. Refer to Section 287015

2.15 WIRE AND CABLE

A. Refer to Section 287010

PART 3 EXECUTION

3.1 SYSTEM OPERATION

A. Camera locations:

1. Camera locations on the plans are diagrammatic. They are provided as a guide for

the contractor.

2. Prior to final installation conduct a walk through with the owner / architect /





engineer to insure appropriate locations for adequate viewing of each camera.

3. The walk through shall be conducted with the use of a remote security video

camera and monitor, provided by this contractor, to allow for viewing of each

camera as its final installation location.

4. Submit coordinated camera enclosure types, lens types, mounting locations and

heights during the submittal drawing phase.

5. No conduit or cameras are to be installed until all locations have been verified and

signed off on by the owner / architect / engineer.

6. Any adjustments necessary such as relocating cameras, replacement of lenses, etc.

due to the installation of cameras without written approval of the final installation

location shall be made at the cost of this contractor.

B. Security Video System Call-Up:

1. System alarms shall originate in the Card Access System equipment, driven by the

Card Access system programming.

2. The security video system shall be linked through IP based networking to the Card

Access System, allowing the generated system alarms to be communicated directly

to the security video system. The security video system programming shall handle

the alarm information accordingly to call-up the proper camera alarm view.

3. A called-up camera shall be automatically displayed within 0.5 seconds on the

designated call monitor.

4. The following events shall be programmed to initiate a call-up event to the security

video system and cause the associated camera to automatically be displayed on the

Control Consoles Call/Alarm Monitors.

a. HMI Screen Camera Call-Up Icons: Each camera is to have a call up icon.

b. HMI controls: Each corridor and common space with multiple cameras is

to have its own icon which calls up all cameras in the area simultaneously.

Deselecting this icon, changing screens or another alarm shall reset to the

current state.

c. Door Alarms. Both sides of a monitored or controlled door are to pull up.

d. Duress (Panic) Alarms: All cameras in an area with a Duress switch are to

call up simultaneously.

5. If a camera can view any one of the above listed call-up alarm points or areas of

incident, the security video system shall be programmed to call-up that camera (or

cameras) view(s) accordingly.

6. Where multiple Cameras must be called-up (viewed) during an alarm event, the

cameras shall be called-up simultaneously.

7. Provide the ability for the HMI systems to be able to select any camera in either a

fixed or sequenced mode to any video segment (tile) of the video displays (all

monitors) at the HMI station in the Security Monitoring Station.

8. Provide the ability to control the video displays (all monitors) at the HMI station

via the Video Management software. Include the ability to select any camera in

either a fixed or sequenced mode to any video segment (tile) of the video displays

(all monitors) at the HMI station. Include the ability for the video images to be





viewed with just video on the monitor without any excess windows commands or

command trees keyboard.

9. Final security video call up sequence of operations may be modified by the

Owner/Architect and determined during system development. Include the time,

materials and programming to revise the system to incorporate the owner, architect

and engineers comments during the factory testing and installation. Reference

Specification Section 287050 PART 3.2 HMI Software Support.

C. PTZ Pre Position Alarms:

1. PTZ dome cameras shall be sent alarm data via the data connection to the Card

Access System equipment which shall be used as pre-position inputs to the dome

R/D in order for the PTZ camera to pan/tilt/zoom on the location of alarm incidence

or intercom call-up. Program through the Card Access System to security video

communications network accordingly.

2. Any door alarm, panic alarm, glass break alarm or other signal indicated which is

viewable by a PTZ camera shall cause that camera to pan/tilt/zoom on the incident

of alarm, calling up that camera to a designated security video monitor.

3. Security Video System Camera Call-Up Pre-Position Points shall utilize the

highest Pre-Position Number(s), rather than the lowest. (example: 99, 98, 97... ,

and NOT 1, 2, 3....). The lowest numbers, starting from 1, shall be reserved for

Owner defined Pre-Position Points, at a later date.

4. Final security video pre-position points may be modified by the Owner/Architect

and determined during system development. Reference Specification Section

287050 PART 3.2 HMI Software Support.

D. Control Station Operation:

1. Each HMI Station shall be equipped with multiple Color Video Monitors. The

security video system operation shall be interfaced with the operation of the HMI

Stations. Reference Specification Section 287050 for further detailed operation(s)

of the HMI systems.

E. Security Video Keyboard Controller:

1. Keyboard controllers shall be provided to control the pan/tilt/zoom functions of

the PTZ cameras from the control room locations.

2. The keyboard controls shall be used to allow the operator to program and chose

the video display of indicated monitors. Either to be full screen or multiple view

screen, accomplished by selection of the video input assigned to the associated

monitor position.

3. In either a full screen, or multiple view mode, cameras displayed on any individual

video picture may be chosen using the keyboard. For each picture, any one camera

may be displayed, or multiple cameras chosen and sequenced as desired.

F. Camera Titles:

1. Program all camera displays with the camera ID number and a brief description of

the field of view. The camera ID number and description shall be determined by

the Owner and/or Architect / Engineer during the software development phase I.

Refer to 287050 3.2, HMI Software Support.





3.2 SYSTEM INITIALIZING AND PROGRAMMING

A. The Systems shall be turned on and adjustments made to meet the requirements of the

specification and on-site conditions.

B. The Systems shall be programmed to function as specified, and a copy shall be made of

the initial program and given to the owner.

C. Any special programming shall be documented and a written copy given to the owner.

3.3 ON-SITE SERVICES

A. The ESC shall provide the on-site services of a technical representative to supervise all

connections and fully test all devices and components of the system during the installation

phase. The system shall be demonstrated to perform all the functions as specified.

B. Final Adjustments:

1. Calibrate the security video equipment and verify operation before the system is

placed on-line. Before obtaining permission from the Owner to schedule the

acceptance test, provide written certification to the Architect /Owner and Engineer

that the complete system has been calibrated, tested and is ready to begin the 14

day burn-in period and acceptance testing.

C. Refer also to Section 287000.

3.4 CLEANING


3.5 TESTING


3.6 TRAINING


3.7 FINAL SYSTEM ACCEPTANCE


END OF SECTION

PINAL COUNTY ATTORNEY'S OFFICE

BID REQUEST FOR INFORMATION

Comment Ref. Doc./ Designer Response Follow Up To Cross

No. Spec Sec Question Rvwr Discussion By Date Response (4,5,6 or7) Chkd By

BID-RFI-001

I wanted to contact you to ask you about the Audio Visual

systems for this building. I’ve gone through the specs and

the plans and couldn’t find anything that was very clear.

Are you able to tell me how the AV will be handled for this

project? Will the County be sourcing and procuring those

items or will that fall under the duties of the General

Contractor?

Sheila Miller All audio visual systems and equipment will be

furnished by the owner (Pinal County Facilities

Management).

HPP 10/15/2019

BID-RFI-002 Division 28

Regarding the County Attorney Building Project IFB

192021 project number 53330097, I don’t see any specs

for Div. 28.

JAMEY

CARPENTER

Divison 28 specifications will be added to the

Project Manual Volume IIB as part of Addendum 2

HPP 10/17/2019

BID-RFI-003 IFBIs the Owner responsible for Materials Testing and

Special Inspections?

JAMEY

CARPENTER

Please refer to the Pre-Bid meeting minutes Item

#4.

DRL 10/28/2019

BID-RFI-003.1 IFB - ITB

IFB Instruction to Bidders on Page 6 of 44 Item 1., it

states, "The complete Invitation for Bids packet (Volume-

1) shall be submitted with a bid." On Page 7 of 44 it

states, "Each Bidder shall submit the properly completed

"Volume - 1" Invitation for Bids packet consisting of the

Cover Sheet, Table of Contents and Index, hereinafter

"Index", and the documents listed on the Index;

accompanied by all Addenda issued by Pinal prior to

receipt of bids; bid security; and copies of bidder's

contractor licenses and subcontractors' contractor

licenses, where applicable." Is the entire IFB to be turned

in with the bid at time of bid?

JAMEY

CARPENTER

YES - Submit the complete Volume -1 and all

necessary required documents.

DRL 10/28/2019

BID-RFI-003.2 A5.4 Please identify PSP1, PSP2, PSP3 definitions on this page

JAMEY

CARPENTER

PSP1,PSP2 AND PSP3 are erroneous. Replace as

follows: PSP1=PMX6, PSP2=PMX2, PSP3=PMX1.

These revisions are reflected in Addendum 1

Drawings.

DRL 10/28/2019

BID-RFI-003.3IFB Pg 19 Item

9

Nothing is mentioned in this insurance section about

Builder's Risk or All Risk Insurance. Will the Owner carry

this insurance? If so, what are the deductibles?

JAMEY

CARPENTER

Refer to Item #28 0f the Specila Provisions and

Specifications.

DRL 10/28/2019


21

Has Pinal County and City of Florence calculated the cost

of the building permit and plan check fees for this

project? If so, would we contact Pinal County or City of

Florence?

JAMEY

CARPENTER

Please refer to the Pre-Bid meeting minutes Item

#4.

DRL 10/28/2019


27

There is a Liquidated Damages of $2,000.00 per calendar

day for delay in completion of the project. Can we expect

a $2,000.00 per calendar day bonus for completion of the

project ahead of the published schedule?

JAMEY

CARPENTER

No DRL 10/28/2019

BID-RFI-003.6IFB Pg 40 thru

43Is this the Contract Agreement in it's entirety?

JAMEY

CARPENTER

This item to be addressed by Owner DRL 10/28/2019

BID-RFI-003.7 A.5 Legend note 10.7 has no description. Please clarify.

JAMEY

CARPENTER

Keynote 10.7 should read "PROVIDE ALLOWANCE

FOR BUILDING SIGNAGE TO MATCH EXISTING

COURTHOUSE SIGNAGE. TEXT PER OWNER"

DRL 10/28/2019

BID-RFI-003.8 35/S5.3; A8.5Alternate #1; Please provide connection/attachment

details for exterior metal stud wall framing to bridge.

JAMEY

CARPENTER

Additional details and information have been

added to sheet A8.5

DRL 10/28/2019

BID-RFI-003.9 312000.1.6.A.1

Spec 312000.1.6.A.1 references a Geotechnical Report

provided by owner in Section 311500. No Spec Section

311500 included in Spec Book. Please Clarify.

JAMEY

CARPENTER

Reference to Section 311500 is an error. Geotech

report can be found in Section 003132

DRL 10/28/2019

BID-RFI-003.10

Training Room

5101, 5201,

5301

Training Room 5101, 5201, 5301 to be included in

Alternate #2 as build out per plans and specs from grey

shell, is this correct?

JAMEY

CARPENTER

Correct DRL 10/28/2019



BID-RFI-003.11 G0.3; A1.1

G0.3 calls out M3 for masonry; we see this for the

mechanical enclosure, wing wall at SES and site wall off

SW corner of building. A1.1 calls out M for masonry at

exterior of the building. There is no M partition type?

JAMEY

CARPENTER

M partition type refers to 1 9/16" thick CMU in

Enduramax Insulation system with 6" Metal stud

wall behind. This partition type is shown on Sheet

G0.3.

DRL 10/28/2019

BID-RFI-003.12

A5.1; A5.2;

A1.1; A7.1;

A7.2

On A5.1 and A5.2 KN legend references masonry veneer

system (CMU-1 and CMU-2); full concrete masonry

veneer; partial concrete masonry veneer. 1st floor plan

would lead one to believe it is all veneer and not full size

block. Sections on A7.1 and A7.2 show a veneer. Please

clarify what is required.

JAMEY

CARPENTER

Exterior Walls of the First floor are masonry

veneer: 1 9/16" thick CMU in Endruamax

Insulation system with 6" Metal stud wall behind.

See G0.3, A1.1, A7.1, and A7.2. Keynote 4.10 on

Sheet A5.1 and 5.2 was intended to show

locations to "start" the wall. The CMU block at

keynote 4.10 should be an uncut (full) unit with

thickness 1 9/16". Blocks at Keynote 4.11 may be

cut (partial) as needed to complete the wall

dimensions.

DRL 10/28/2019

BID-RFI-004 Division 27

1.After reviewing the plans for telecommunications, I

have found a rather sizable system for the Access

Control as well as CCTV. Further investigation of Division

28 for the systems is not available? Are these systems

owner provided or are they intended for Division 27? Is

there any chance we could bid for them, and if so what

the system details would be?

Aaron Boyd Divison 28 specifications will be added to the

Project Manual Volume IIB as part of Addendum 2

DRL 10/28/2019



11/05/19



BID-RFI-005.1 DP01

Keynote 4 remove the fire lane. What is the lane made of

asphalt or concrete?

Ismael Jacobo The Fire lane is made of compacted 12" thick AB

Materials with concrete curb.

HPP 10/31/2019

BID-RFI-005.2 DP01 Keynote 6 remove chain link fence. How tall is this fence? Ismael Jacobo The Chain Link Fence is #9 - and 8 Ft. Tall. HPP 10/31/2019

BID-RFI-006.1 TE0.1

On the Telecom Print TE0.1 it calls for 2 Cat 6A cables per

outlet. The Division 27 spec calls for (1) Cat 6A voice cable and

(1) Cat 6 data cable. Which standard should be followed?

Kris Senzee Follow TE0.1 DRL 11/4/2019

BID-RFI-006.2

What is the distance from the existing Communications vault

to the existing Comm room in the adjacent building?

Kris Senzee Per Pinal County IT, connection is expected to be

made at the existing communications vault. Exact

distance from there to existing comm room is not

known.

DRL 11/4/2019

BID-RFI-006.3

In the MDF/IDF rooms, they show (2) Vertical Managers

between the racks. Are we allowed to use 1 appropriately sized

Vertical Manager instead?

Kris Senzee Yes. DRL 11/4/2019

BID-RFI-006.4 Division 28

Is there a Division 28 specification? Kris Senzee This item is pending Pinal County IT review.

Contractor shall provide an allowance for items in

this section.

DRL 11/4/2019

BID-RFI-006.5Is this a Prevailing Wage/Davis Bacon project? Kris Senzee See Owner's response to same question in

Addendum 2

DRL 11/4/2019

BID-RFI-006.6 Spec 102600

The noted specification lists Wall and Door Protection and

identifies plastic and metal corner guards. There are to be no

such corner guards noted in the plans. Will you please clarify if

the corner guards identified in Spec 102600 are to be included

in the bid?

These items should be included in the bid.

Clarification of the exact location of corner

guards will be given in Addendum 5.

DRL 11/4/2019

BID-RFI-006.7 E5.1, S3.2

The concrete light pole bases are noted on both E5.1 & S3.2.

Each shows conflicting information by stating differing light

pole base sizes for the same base. Will you please confirm

which detail you would like to use and have included in the bid?

Where there is conflict details on S3.2 shall

prevail.

DRL 11/4/2019

BID-RFI-006.8 GD02

Grading Plan has KN 23 referencing light bollard, see Electrical.

No light bollards have been identified on Electrical plans

located in the area called out on GD02? Will you please clarify

the inclussion of and location of these light bollards?

KN34 on GD02 should read "STAINLESS STEEL

BOLLARD". See 2/LH2.02

DRL 11/4/2019

BID-RFI-006.9 S1.1P2 is not found on Sheet S1.1. Will you please identify location

of P2 on Sheet S1.1?

This notation is not used DRL 11/4/2019

BID-RFI-006.10 S1.1

Pier Cap PC3 is not found on Sheet S1.1. Will you please

identify location of Pier Cap PC3 on Sheet S1.1?

Pier cap at grid intersection A-01 (PC3) is

anticipated to be a 3'-0" x 3'-6" cap, 24" thick with

4-#5 each way (T&B with STD hook). Exact design

will be included in Addendum 5

DRL 11/4/2019

BID-RFI-006.115/LH2.02; Sht 5

of 11

Reference is made to Delegated Design and Contractor to

provide analysis and design of the trash enclosure. Is there an

allowance identified for the cost of design that can be used in

the bid for apples to apples bidding concerning design of the

trash enclosure? Will you please provide structural (pier &

footing requirements) and architectural specific details for

trash enclosure?

The Contractor is responsible for design of apron

and gate footings. Gate posts are not to bear on

masonry walls. Gate posts are to be structurally

independent and require their own foundation

elements to be designed by contractor, along with

trash enclosure apron. All elements shall satisfy

Town of Florence requirements. The trash

enclosure itself (including walls and gate) has

already been designed and is in the drawings.

Contractor shall engage professional engineer for

design of apron and gate footings. No allowance

has been identified for the cost of design.

Structural requirements for apron and gate

footings are the contractor's responsibility.

DRL 11/4/2019



11/05/19

BID-RFI-006.126/LH2.01; Sht 4

of 11

Please provide manufacturer information for skate stops and

required spacing for the skate stops?

Grinderminders by Grind to a Halt. Install 36" OC DRL 11/4/2019

BID-RFI-006.132 of 11; 2/LH

2.03

Gate schedule calls out pedestrian gate to be 3' wide. 2/LH

2.03 calls out same gate dimension of 4' wide. Will you please

identify which dimensions should be be used?

Gate "SIDE GATE" shall be 4' wide per 2/LH2.03.

See Delta 5 Sheet A1.1, A9.1 (attached)

DRL 11/4/2019

BID-RFI-006.14GeoTechnical

Report

Per the summary of the geo-tech report dated Feb 7th, 2019 , is

it the contractors responsibility to mitigate any HAZARDOUS

MATERIALS or GEOLOGIC HAZARDS found on site?

Yes. DRL 11/4/2019


Report

Per the soils report are you requiring Permanent Steel Casing

of the drilled piers or just Temporary casing to prevent raveling

or caving?

See Drilled Pier note 7 on S0.1 DRL 11/4/2019


Report

Per the soils report regarding excavatability of site soils and

cobble zones being present and auger rejection, it appears

there are hard dig conditions. Will you please clarify your

definition of HARD DIG.

The architect cannot provide the definition of

"hard dig" as used by the geotechnical engineer.

DRL 11/4/2019

BID-RFI-006.17012100-

Allowances

In reference to Part 1.2 B. #2. and 1.3 A. The contractors costs

for unloading and handling on the site, labor, installation costs,

overhead, profit and other expenses must be included in the

base bid and not accounted for in the $500k Allowance. Does

that include taxes, bonding costs and any other costs?

Costs related to items called for by the

construction documents (including but not limited

to taxes, and bonding costs) shall not be part of

the owner's $500k allowance. Costs associated

with change in scope or change orders (including

but not limited to taxes and bonding costs) shall

be funded by the owner's $500k allowance.

DRL 11/22/2019

BID-RFI-006.18012100-

Allowances

Per 1.3A Please clarify if the following is correct: The $500k

Owner allowance for owner approved construction changes

does not include any work explained or inferred anywhere in

the construction documents. It is to be used for anything new,

not shown, or inferred anywhere in the construction

documents. If unforseen conditions arise or changes to the

work within the construction documents arise, these will be

covered through an approved change order and not from the

$500k allowance. Is this correct?

The $500k Owner allowance will cover added

scope of work, valid claims by the contractor and

unforeseen items which arise in connection with

items called for by the drawings and

specifications

DRL 11/4/2019

BID-RFI-006.19 017900-4

With regards to the Contractor providing the specific hours of

training time called out in this spec. section (146 hours), Will

you please provide the count of how many Owners personnel

will be attending these required training classes?

This section is to be removed per Owner DRL 11/4/2019

BID-RFI-006.20 017900-3

Will you please give the count of how many copies of the

professionally recorded, minimum required, 8hrs each, of the 5

training modules required of the contractor to provide?

This section is to be removed per Owner DRL 11/4/2019

BID-RFI-006.21 074213.13-3

The statement, "deterioration of metals and other materials

beyond normal weathering" is found under section: 1.11 A.

Warranty for components of metal panels systems, for the two

year warranty. To provide an apples to apples scope, will you

please clarify what constitutes "deterioration of metals and

other materials" and will you please define what "normal

weathering" is?

The text in Item 1.11-A-1-b has been replaced with

"Visible rust". See Delta 4 Revision (attached)

DRL 11/4/2019

BID-RFI-006.22

CP0.7 Spray

Applied

Fireproofing &

Steel Primer

On CP0.7 it would lead one to believe that all the columns,

beams (Primary & Secondary) and deck are to receive

fireproofing and all the structural steel would not be primed? Is

this correct? Repeatedly in the drawings it indicates "fire

proofing not shown for clarity" for example; "A7.1/05.09 - Steel

Beam (Fire Proofing not shown for clarity)". Despite these

notes it would appear that fireproofing is shown on many of

the columns and beams and not on others, for example A7.5

has columns with fireproofing and without in similar details on

the page. Will you please clarify what beams, columns, decks

are to recieve fire proofing and which ones will not and require

steel contractor to primer this steel?

Per CP0.7 and CP0.1 ALL structural columns,

beams and deck shall be fireproofed. The

intended meaning of the phrase "FIREPROOFING

NOT SHOWN FOR CLARITY" is "THIS ITEM SHALL

RECEIVE FIREPROOFING, BUT FIREPROOFING

HAS NOT BEEN DEPICTED HERE IN ORDER TO

MAKE IT EASY TO SEE THE OTHER

COMPONENTS TO BE CONSTRUCTED." Where

fireproofing is required, primer is not required.

DRL 11/4/2019

dlyon

Cloud

dlyon

Text Box

DELTA 7



11/05/19

BID-RFI-006.23 LH-1.01

On Sheet LH-1.01 it would appear that the Stainless Steel

Bollard was possibly intended to be Note 33. Will you please

clarify the locations / qty of Stainless Steel Bollards on the

project?

On sheet LH-1.01 KN 33 shall refer to "STAINLESS

STEEL BOLLARD - SEE DETAIL 2 / LH2.02"

Quantity of Stainless steel bollards is two (2).

DRL 11/4/2019

BID-RFI-006.24IFB /

Addendum 1

The deadline to submit RFI's has been stated as October 31,

2019 in th IFB. Addendum 1 provided a response to some of

earlier RFI's submitted but not all of them. Has an extension of

the final RFI deadline been considered to allow for time to

address any questions that may arrise from the current RFI

responses that have not been answered to date?

No. DRL 11/4/2019





BID-RFI-008.01 A12.1

Page A12.1 note B is showing the tile cove but the wall

tile has cementcious backer board (Hardiebacker) behind

it. Just want to make sure who is providing this?

Contractor to provide tile cove and cementitious

backerboard per A12.1 and A13.6

DRL 11/20/2019

BID-RFI-008.02 51/A13.6

Page A13.6 detail 51 has a typical tile pattern for TI-04

which is just the backsplash tile in the breakrooms and

has only one color on the finish legend so I do not

understand why there is a pattern.

The TI-04 tile has one color on one end and

another color on the other end of each tile. Please

see 51/A13.6 for layout.

DRL 11/20/2019

BID-RFI-009.01 35/A12.2Is this signage matching any existing signage or will this

be a brand new sign type?

This is a new sign type. DRL 11/20/2019

BID-RFI-009.02 35/A12.2

The sign panel as currently drawn at 5.5’’Wx4’’H is not

large enough to accommodate long words of text in ADA

tactile braille.

For example OFFICE will likely fit but CONNFERENCE

ROOM will not. CSB recommends an 8x8 field of space to

accommodate tactile text/room number and braille.

See Delta 7 detail 35/A12.2 (attached) for

dimensions. Would like to try and make 8”x6.5”

field of space work. Overall sign is starting to

become very large.

SB 11/20/2019

BID-RFI-009.03 35/A12.2

As the way this sign is rendered the sign will not be

allowed for the occupant to update the signage with a

name and title. Refer to Section 101400, 2.4 A.4 “Signs

with Changeable Message Capacity…” - is the awarded

sign contractor to assume they will need to develop an

additional sign type that adheres to the design intent and

allows the owner to update?

See Delta 7 detail 35/A12.2 (attached) for how to

address Section 101400, 2.4 A.4. Line 1, Line 2,

Line 3 would be available for the title of an

occupant and would be changeable. All other

parts of sign would be fixed. This applies to all

office signage, all other room signage should not

need ability to have changeable signage

SB 11/20/2019

BID-RFI-009.04 35/A12.2

Assuming the sign drawn on Detail 35 is the basis of

design. Is it to be expected that the awarded signage

contractor will need to develop coordinating sign types?

For example an ADA Restroom Sign, Exit Signs, Training

Rooms (to accommodate daily agenda) Flag / Projection

Signs, etc.

This design could be used for ADA Restrooms,

Storage Rooms, Exit Signs (meaning sign at

stairwells and exit doors to exterior).

Flag/projection signs would need to coordinate

with the design intent of the detail provided and

locations provided to architect/owner for

review/approval. Would need to discuss with

owner if “daily agenda” signage is required at

training rooms, but if so, signage contractor is to

develop coordinating sign.

SB 11/20/2019

BID-RFI-009.05 A5.1

Refer to Page A5.1 Drawing Detail 10.07 for the Exterior

Architectural Letters. What are the dimensions for the

Exterior Architectural Letters (Pinal County Attorney’s

Office)?




AR 11/20/2019

BID-RFI-009.06 101400

Refer to 2.5 A. “Cast Plaque (Dedication…)’’- the

dimensions of the Plaque are not specified. Is there a

rendering to match an existing Plaque? CSB recommends

a 24x24 if a current one does not exist. This will

accommodate most needs.

Per Owner, Cast Plaque shall be similar to

attached sample.

AR 11/20/2019

BID-RFI-009.07 101400

Refer to 2.5 B. “Cast Plaque (In Courtrooms)…”- The

Specification refers to a Cast Plaque to be placed in The

Courtrooms. We do not see in the set of plans a listing for

any Courtrooms. Can you confirm if a Courtroom Plaque

will not be needed?

Confirmed. There are no courtrooms. No

courtroom plaques are needed.

DRL 11/19/2019

BID-RFI-009.08 _Will there be a need for a Directory Listing for the

Attorneys and what floor their Offices our on?

NO Directory Signage in this contract DRL 11/19/2019

BID-RFI-010.01 133123

Section 1.3 Part B: We are not associated with American

Society for Testing Materials, however our Shade Fabric

(Alnet Extrablock) is. Will this be acceptable?

All products provided with respect to section

133123 shall comply with ASTM regulations as

well as, but not limited to, other regulations

referenced in 133123.

DRL 11/20/2019



BID-RFI-010.02 133123

Section 1.3 Part D: We are not IAS certified. As this

portion of the project does not consist of any structural

welding, can this be waived?

No DRL 11/21/2019

BID-RFI-010.03 133123

Section 1.3 Part E: We are not AISC certified. Once

again, as this portion of the project does not consist of

any structural welding, can this be waived?

No DRL 11/21/2019

BID-RFI-010.04 133123

Section 1.5 Part C: We currently carry a $2 million

umbrella insurance policy. Will this be acceptable?

Additionally, our contracted engineering firm carries a $1

million Professional E&O policy--will this be acceptable?

This question will be handled by Owner _

BID-RFI-010.05 133123Section 1.5 Part D: We are planning to submit a bonding

surety letter stating "No Limit". Is this acceptable?

This question will be handled by Owner _

BID-RFI-010.06 133123

Section 1.5 Part E: We are not IAS certified. Again, this

portion of the project does not consist of any structural

welding. Can this be waived?

No DRL 11/21/2019

BID-RFI-010.07 133123

Section 2.1 Parts B&C: We are planning to submit a

qualification packet to the GC's bidding this project as

you'd recommended in our phone conversation today.

Observe Section 133123.2.C which calls for

submissions at least 10 days prior to bid.

DRL 11/20/2019

BID-RFI-010.08 133123

Section 2.1 Part F Sub-section 3: Please clarify if the

structural steel support columns require a galvanized

coating. If so, will a traditional "hot-dipped" galvanize

application process be acceptable in lieu of the specified

"in-line electroplating process"?

Structural steel supports require a galvanized

coating as well as powder coating as called for by

drawings. "Hot-dip" galvanization is acceptable.

DRL 11/20/2019

BID-RFI-010.09 133123

Section 21.1 Part F Sub-sections 1-3: We are planning to

offer Alnet Extrablock Architectural Shade Cloth Fabric,

the characteristics of which meet or exceed every

specification listed. Is this substitute fabric acceptable,

as the specified fabric "Shadesure" is a proprietary

product available only to one manufacturer?

Submit substitution requests per section

133123.2.C. Include documentation

demonstrating that substitute meets or exceeds

all criteria.

DRL 11/20/2019

BID-RFI-010.10 133123

Section 3.1 Part D: The foundation specifications noted

do not apply to the type of structure shown in the

drawings. Can these specifications be waived? Further,

SHADE Industries intends to embed our columns rather

than "bolt set". Is this acceptable?

Foundation elements for the shade structures are

delegated design. Embedded columns may be

acceptable provided they are deemed adequate

by Architect.

EB 11/21/2019

BID-RFI-010.11 133123Section 3.2 Part G: Please clarify if shade structure

subcontractor is to provide temporary metal fencing.

General Contractor is responsible for site

construction fencing

DRL 11/20/2019

BID-RFI-0011.01 _

At pre-bid we were told spoils dumping can be done on

the property behind the jail. Does this also include the

concrete and asphalt that will need to be removed? If not,

does the town of florence or pinal county have anywhere

nearby for these debris? Would there be costs associated

with dumping, if so, how much?

Spoil materials (free from any debris such as

concrete, metal and asphalt) can be dumped or

stockpiled at the county property behind the Jail

Facility at no cost to the contractor. Exact

location will be determined during pre-

construction.

DRL 11/20/2019

BID-RFI-012.01287000-

7.1.4.A.5Section 28 7000 -7, 1.4, A, 5 lists Security Video System –

287040, but there is no section by that number included?

See attached Delta 7 Section 287040 JS 11/21/2019

BID-RFI-012.01 282000.1

There is a section 282000-1 called Electronic

Surveillance, that talks about two models of cameras, yet

the section has no mention of a recording device or

network video recorder (NVR) for the Axis cameras to

connect to?

See attached Delta 7 Section 287040 JS 11/21/2019



BID-RFI-0013.01 Are there APS plans? APS Plans will be provided by OWNER DRL 11/19/2019

BID-RFI-0013.02 What are the APS requirements at the power pole? APS Plans will be provided by OWNER DRL 11/19/2019

BID-RFI-0014.01 _

At pre-bid we were told spoils dumping can be done on

the property behind the jail. Does this also include the

concrete and asphalt that will need to be removed? If not,

does the town of florence or pinal county have anywhere

nearby for these debris? Would there be costs associated

with dumping, if so, how much?

Spoil materials (free from any debris such as

concrete, metal and asphalt) can be dumped or

stockpiled at the county property behind the Jail

Facility at no cost to the contractor. Exact

location will be determined during pre-

construction.

DRL 11/20/2019

BID-RFI-0015.01Does the station cabling need to have wraparound labels

behind the faceplates and patch panels?Station cabling shall have machine printed wraparound labels behind the faceplate and patch panels.

JS 11/21/2019

BID-RFI-0015.02Does the plywood that is to be provided by the Telecom

installers need to be painted?

The plywood that is to be provided by the

Telecom installers shall be painted on all sides

and within cutout areas with at least two coats of

fire-rated light colored paint.

JS 11/21/2019

BID-RFI-0015.03Can DSX be substituted for Velocity for the access

control?

No, DSX may not be substituted for Velocity for

the access control.JS 11/21/2019

BID-RFI-0015.04 Is there more than one camera on this project?Presently there is only one interior camera as part

of the project. Please provide a unit price for

additional interior and any new exterior cameras.

JS 11/21/2019

BID-RFI-0015.05

The specified material “QZ-1” (Liliaceous Land by Quartz

Master LLC) is no longer available. The company is no

longer selling it, nor are they planning on restocking.

Please advise.

Spec for QZ-01 to be PentalQuartz Vellum

Polished in lieu of Lileaceous Land by Quartz

Master LLC

SB 11/21/2019

BID-RFI-0015.06 Will a Fire Alarm Specification be released?

The complete Fire Alarm System is a differed

submittal in which the contractor will design and

have it approved by the State Fire Marshall Office

DRL 11/20/2019

BID-RFI-0015.07

In section 1.2 A of specification 071900 – Water

Repellents it notes the water repellent is for vertical and

horizontal surfaces: cast-in-place concrete. Please

confirm the product is for the cast-in-place concrete only

and does not apply to any masonry. In addition, please

clarify the cast-in-place concrete locations to receive the

water repellent treatment.

Water repellent called for by section 071900 is for

cast-in-place concrete only and does not apply to

masonry. Water repellent is to be applied to all

sides and top of all raised planter/ seatwalls.

Please note that interior concrete sealers are

specified separately in section 033000.

DRL 11/20/2019

BID-RFI-0016.01

AS1.2; 1/AS1.3;

LH-1.01; 3/LH-

2.03

05.32/AS1.2 locations of the Metal Screen Guardrail

sections does not match what is shown on LH-1.01.

16&31/LH-1.01 references the Metal Screen Guardrail

and references 3/LH2.03. It would appear that not all the

metal screen guardrails are noted on LH1.01. Will you

please clarify which drawings and notes we are to follow

to clarify where we are to included Metal Screen Guardrail

sections?

Refer to Landscape plans for location of metal

screen elements. See attached Delta 7 Sheet LH

1.01

DC 11/21/2019

BID-RFI-0016.02 AS1.2

What does D.04 denote on AS1.2? And will you please

clarify note 02.38 on AS1.2?

The intent is to create a firelane of sufficient

width at the south east entry to the south parking

lot. There is an existing curb/island with gate

entry and exit. These are to be removed. New

paving is to be added in its place such that the

entry/ exit is smooth and flush. Paint striping is to

be applied to divide traffic into entry and exit

lanes.

DRL 11/20/2019

BID-RFI-0016.03 AS1.3

Is the Steel Plate at top of mechanical yard walls ref:

33/AS1.3 to be painted?

Yes. This steel plate is to be painted to match PT-

20. See Delta 7 Sheet A13.6. This detail applies to

all CMU site walls. See Delta 7 Sheet AS1.2

DRL 11/20/2019



BID-RFI-0016.04 S1.1

Is there a footing required for the 4'-0" masonry SES

screen wall? If so, will you please provide size, thickness,

top of footing, reinforcing requirements etc.?

Yes. This item will be provided in a future

Addendum which is expected after December 5.

EB 11/21/2019

BID-RFI-0016.05 A13.5

Gridline C between Gridlines 3 & 4: Outdoor Patio 5304

calls for "Epoxy Resinous Flooring System" No spec

found. Will you please provide a spec for this system?



Please provide allowance for durable finish epoxy

flooring system.

DRL 11/20/2019

BID-RFI-0016.06 A12.2 Signage - Detail 35 / A12.2 Is this signage matching any

existing signage or will this be a brand new sign type?

This is a new sign type. DRL 11/20/2019

BID-RFI-0016.07 A12.2

Signage - Detail 35 / A12.2 The sign panel as currently

drawn at 5.5’’Wx4’’H is not large enough to accommodate

long words of text in ADA tactile braille. For example

OFFICE will likely fit but CONNFERENCE ROOM will not.

Will you please clarify if a larger sign is to be used and if

so, can you provide the spec for that sign and the

locations it is to be installed?

See Delta 7 detail 35/A12.2 (attached) for

dimensions. Would like to try and make 8”x6.5”

field of space work. Overall sign is starting to

become very large.

SB 11/20/2019

BID-RFI-0016.08

A12.2 &

Section

101400.2.4.A.4

Section 101400, 2.4 A.4 states the following for Interior

Acrylic Panel Signs, “Signs with Changeable Message

Capacity…to allow insertion of changeable messages...”.

Detail 35 / A12.2 shows an interior acrylic panel sign, but

does not indicate that it allows for insertion of

changeable messages. Will you please clarify if these

signs are to allow for changeable messages and if so, is

the awarded sign contractor to assume they will need to

develop an additional sign type that adheres to the design

intent of 35/A12.2 and allows the owner to update? If

not, please provide a corresponding detail.

See Delta 7 detail 35/A12.2 (attached) for how to

address Section 101400, 2.4 A.4. Line 1, Line 2,

Line 3 would be available for the title of an

occupant and would be changeable. All other

parts of sign would be fixed. This applies to all

office signage, all other room signage should not

need ability to have changeable signage

SB 11/20/2019

BID-RFI-0016.09 A12.2

Signage - Detail 35 / A12.2 Assuming the sign drawn on

Detail 35 is the basis of design. Is it to be expected that

the awarded signage contractor will need to develop

coordinating sign types? For example an ADA Restroom

Sign, Exit Signs, Training Rooms (to accommodate daily

agenda) Flag / Projection Signs, etc.

This design could be used for ADA Restrooms,

Storage Rooms, Exit Signs (meaning sign at

stairwells and exit doors to exterior).

Flag/projection signs would need to coordinate

with the design intent of the detail provided and

locations provided to architect/owner for

review/approval. Would need to discuss with

owner if “daily agenda” signage is required at

training rooms, but if so, signage contractor is to

develop coordinating sign.

SB 11/20/2019

BID-RFI-0016.10 A5.1

Signage - 1/A5.1 North Elevation Drawing Note 10.07 (Not

Provided) for Exterior Architectural Letters "Pima County

Attorney Office" Will you please provide a note for this

signage to include the design and dimensions for the

Exterior Architectural Letters and specifications?




AR 11/20/2019

BID-RFI-0016.11 Section 101400

Per 2.5 “Cast Plaque (Dedication…)’’- the dimensions of

the Plaque are not specified. Is there a rendering to

match an existing Plaque?

Per Owner, Cast Plaque shall be similar to

attached sample.

AR 11/20/2019


Per 2.5 B. “Cast Plaque (In Courtrooms...)”- The

Specification refers to a Cast Plaque to be placed in The

Courtrooms. Location in Courtrooms not found. Will you

please clarify if this spec is to be used and if so, where?

Confirmed. There are no courtrooms. No

courtroom plaques are needed.

DRL 11/19/2019


No Directory Listing for the location of each Attorney's

offices is found. Will you please clarify if a Directory sign

is to be included and if so, please provide the location

and detail?

NO Directory Signage in this contract DRL 11/19/2019

BID-RFI-0016.14 Electrical Is MC cable allowed where code compliant? No. JG 11/20/2019




088300.1.2.A indicates the inclusion of tempered vanity

mirrors. There is no category 1 or 2 safety backing tape

included in this spec to meet ASTM C 1503 industry

standards. Will you please clarify if this spec is to include

ASTM C 1503 industry standards?

Yes. Include ASTM C 1503 standards DRL 11/21/2019

BID-RFI-0016.16 42/S5.4

Detail 42/S5.4 shows a measurment of 9 3/4" center to

center of the HSS6x1/4. This detail is refferenced from

13/S5.4 where in the call out for 42/S5.4 indicates a

spacing of 11" center to center. Will you please provide

clarity as to which measurment is to be used?



EB 11/21/2019


No signage schedule has been indentified. Will you

please confirm what should be used to determin location

and count of signage?

Assume each room gets a sign (except for open

office areas), schedule to be determined at later

date with owner for exact verbiage

SB 11/21/2019


122413 - Roller Window Shades. None found in the

plans. Will you please clarify the inclusion of Roller

Window Shades?

Automatic roller shades at 5th Floor Training

Rooms, all windows

SB 11/21/2019

BID-RFI-0016.19 Spec 051200

Section 051200-3.1.8.B references AISC Certified

Erectors for steel work. This requirment greatly limits the

number of qualified and competative local erectors that

can bid this work. Can this requirment be waived?

No. DRL 11/21/2019

BID-RFI-0016.20 A10.7

All shade fin details are called out to be Powder Coated

dark bronze RAL 8019 all sides. This compromises

Means & Methods of application and install and

jeopordizes warranty - Is there an alternative paint finish

that would be acceptable in this condition?

Shop Paint with in-field touch ups conforming

with specifications is also acceptable. If painted,

Shade Fin frames to be painted PT-20. Bolts and

other fasteners related to shade fins to be painted

PT-20. See Delta 7 Sheet A13.6 for Paint PT-20.

Shop-Painted Steel shall be prepped for shop

priming and painting by removing rust, loose mill

scale, and cleaning using methods recommended

in writing by paint manufacturer. Touch-up shop-

painted steel substrates at field welds, bolted

connections, and areas where shop paint is

abraded. Fields welds shall be ground smooth,

cleaned and primed before paint is applied. Paint

exposed areas with the same material as used for

shop priming to comply with SSPC-PA 1 for

touching up shop-primed surfaces

DRL 11/21/2019

BID-RFI-0016.21 S3.1

12/S3.1 calls out coating steel w/cold applied asphalt

emulsion where below grade, but not encased in

concrete. No such locations identified on plans. Will you

please confirm the inclusion of this note and clarify

where this condition occurs?

No conditions occur for the primary building

columns. It is recommended to provide similar

protection for any columns noted within the site

or landscape scope however those are not

associated with detail 12/S3.1.

EB 11/21/2019

BID-RFI-0016.22Spec 051200;

053100

Sections 051200-4.2.1.A and 053100-2.2.1.C references

recycled content of steel products (structural steel and

steel decking). Is this project LEED or LEED certified? If

not, please clarify intent of the requirements in these

sections and others found.

This project is not LEED or LEED certified. The

intent of these requirements is to ensure that

some of the steel used on the project is recycled

steel.

DRL 11/21/2019

BID-RFI-0016.23 ES1.1

Underground conduit pathway from Vault to existing MDF

in adjacent Superior Court Building needed to determine

fiber backbone distance and innerducts lengths not

found. Will you please provide direction or a site plan

indicating the locations of these pathways?

See attached Sheet 1A1-1 COURTS EXPANSION

FIRST LEVEL for location of existing MDF room.

See Sheet ES1.1 for location of vault.

CONNECTION LOCATION AND PATHWAYS NEED

TO BE CLARIFIED BY OWNER.

DRL 11/21/2019

BID-RFI-0016.24

Low

Voltage/Comm

unications

Will you please confirm that the fiber innerducts will be

provided and installed by the Technology Contractor?

Fiber innerducts will be provided and installed by

the Technology Contractor.

JS 11/21/2019


SUBSTITUTION REQUEST RESPONSES

11/05/19

Ref. Doc./

No. Spec Sec MANUFACTURER Product RESPONSE Notes By Date

1 102113.14.2.2B Hadrian Ceiling hung toilet partion Accepted Partitions are to be stainless steel, brushed finish (non-embossed) DRL 11/5/2019

2 74213 Taylor Metal Products Exterior Metal Panel Products Accepted Products to match all material aspects of products called for in spec. If Taylor

Metal Products are used they are to include 30 year paint warranty

DRL 11/22/2019

3 Jamestown Advanced

products

Perforated contour bench Rejected See below DRL 11/22/2019

4 74213 Peterson - PAC Clad Exterior Metal Panel Products Rejected See below DRL 11/22/2019

5 102239 Kwik Wall Kwik Wall 2000 Operable partitions Rejected See below DRL 11/22/2019

6 230900 Integrated Control Systems

Inc

digital control system Rejected See below DRL 11/22/2019

7 75423 FLEX Membrane

International Corp

FLEX FB TPO 80 mil Rejected See below DRL 11/22/2019

8 CSI Wall Panels Strata Pan Rejected See below DRL 11/22/2019

9 133123 Ultimate Shade Shade structure Rejected See below DRL 11/22/2019


SPECIFICATIONS AND OTHER CLARIFICATIONS



1

003132

Paragraph

1.1.A

Is it the intent to say that the Geotech report is not part of

the contract documents, especially if specifically referenced

in the drawings?

JM/MA Yes. DRL 11/5/2019

2

011000

Paragraph

1.6.A

The team should check to make sure that this paragraph

does not conflict with the IFB

JM/MA Revised to say "Refer to IFB document, page 26,

item 2". See Delta 5 revision (attached)

DRL 11/5/2019

3

012976

Paragraph

3.1.A

There is no specific AIA document referenced in this

Paragraph. Also, is it the intent that the Contractor submit

lien waivers each month?

JM/MA Revised to say "Submit pay application and lien

wavers..." See Delta 5 revision (attached)

DRL 11/5/2019

4

014500

Paragraph

1.6.C

A Town of Buckeye reference is included JM/MA Revised to say "Town of Florence". See Delta 5

revision (attached)

DRL 11/5/2019

5014500

Paragraph 2.1

Tests appear to be included in more than just the sections

listed. Should this paragraph be removed?

JM/MA Revised to say "Tests are specified in (but not

limited to) the following Sections:" See Delta 5

revision (attached)

DRL 11/5/2019

6

015000

Paragraph

1.3.C

– Is it the intent that the Owner pay for water costs for all of

the listed applications?

JM/MA OWNER TO CLARIFY DRL 11/22/2019

7

015000

Paragraph

1.10.A

– It’s our understanding that the existing building may be

used for office space for the Owner and Architect. Does the

Contractor still need to supply all of the items listed?

JM/MA Archie has confirmed this. Revised to say

"Temporary office space for use by the Contractor,

Owner and Architect will be provided by Owner in

existing facilities." See Delta 5 revision (attached)

DRL 11/5/2019

8

015723

Paragraph

1.3.A

We have not been able to locate the SWPPP. Is it available

to include in the bid set?

JM/MA Civil drawings state the SWPP is the contractor's

responsibility. They are to submit all required

documents. See sheet UT01 general note 15

DRL 11/5/2019

9

017700

Paragraph

1.4.C

For the flush to be completed, does all owner-supplied FF&E

need to first be installed? We’ve experienced this on a past

project, which led to scheduling complications.

JM/MA The final flush of HVAC system does NOT need all

FF&E installed.

DRL 11/5/2019

10

017839

Paragraph

1.3.D

Is the question mark intended to be included? JM/MA Revised to be a period. See Delta 5 revision

(attached)

DRL 11/5/2019

11

033000

Paragraph

3.18.B.2

– I believe this paragraph should be clarified to be by Owner JM/MA Revised to say "Testing agency shall immediately

report to Owner, Architect, Contractor, and concrete

manufacturer any failure of Work to comply with

Contract Documents". See Delta 5 revision

(attached)

DRL 11/5/2019

12

051200

Paragraph

1.8.A

If the Contractor elects for the second of the three options

listed, do they contract for and pay for the Special

Inspection themselves?

JM/MA Revised to say "Special Inspection shall be

conducted at contractor’s expense..." See Delta 5

revision (attached)

DRL 11/5/2019

13

071416

Paragraph

3.5.G.3

– I believe this paragraph should be removed or clarified JM/MA Deleted. See Delta 5 revision (attached) DRL 11/5/2019

14

078413

Paragraph

3.5.A and

078443

Paragraph

3.5.A

Suggest confirming that this is part of Western Tech’s scope JM/MA Noted. DRL 11/5/2019

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SPECIFICATIONS AND OTHER CLARIFICATIONS

15

081113

Paragraph

3.5.A, 083113

Paragraph

3.3.A,

083513.23

Paragraph

3.3.A, 084113

Paragraph

3.4.A, 084313

Paragraph

3.5.A, 084413

Paragraph

3.6.A, and

087113

Paragraph

3.3.A

– Is this part of the Owner’s testing and inspection scope, or

part of the Contractor’s scope?

JM/MA Text for these sections has been reivsed to include

this language: "Contractor shall engage a qualified

inspector…" See Delta 5 revision (attached)

DRL 11/5/2019

16 133123

– Is there a standard format in which the bidder needs to

include all items listed as being required to submit with their

bid?

JM/MA No. DRL 11/5/2019

17 221120– the specs contain options in brackets and do not appear

to be completed

JM/MA This item will be addressed in Addendum #5.

Contractor to provide allowance for items in this

section.

DRL 11/5/2019

18232114

Paragraph 1.3

Do the bidders need to include this letter with their bid? JM/MA Yes. DRL 11/5/2019

19

232114

Paragraph

3.7.A

– Is this testing to be by Owner? JM/MA No. Contractor's responsibility DRL 11/5/2019

20

270000

Paragraphs

1.1.A and 1.9.B

The commissioning agent is listed here to be under Owner,

but the other sections list the CxA under the contractor.

Please clarify responsibility.

JM/MA Revised to say "The Contractor shall plan for time

for coordination with commissioning agent". See

Delta 5 revision (attached)

DRL 11/5/2019

21

311000

Paragraph

1.7.D

Bluestake phone number appears to be incorrect. I’d

suggest not listing a phone number at all.

JM/MA Deleted phone number. See Delta 5 revision

(attached)

DRL 11/5/2019

22

321216

Paragraph

1.4.D

A Town of Fountain Hills reference has been added JM/MA Revised to say "Town of Florence". See Delta 5

revision (attached)

DRL 11/5/2019

23

321216

Paragraph

3.7.A

– It should be clarified that this testing is by Owner and not

by Contractor

JM/MA Revised to say "Owner will engage a qualified

testing agency ". See Delta 5 revision (attached)

DRL 11/5/2019

24321243

Paragraph 1.5.F

Are the LEED requirements listed intended to be included? JM/MA LEED Submittal section has been struck through. It

is not needed. See Delta 5 revision (attached)

DRL 11/5/2019

25 321243

I couldn’t find a requirement for the manufacturer to visit the

site during construction. Is there any intent that the

manufacturer should visit the site in support of approval of

the system?

JM/MA No DRL 11/5/2019

26329200 and

329300

Confirm that all soils testing (ie: topsoil analysis) as it

applies to landscaping is by the Contractor

JM/MA Confirmed DRL 11/5/2019

27 LH-1.02

Flag pole lighting is unclear Keynote 30 on Sheet LH-1.02 indicates postion of

the flagpole. The small circles to the north and

south indicate the intended position of the two (2)

flagpole lights.

DRL 11/5/2019

28211313 Timeframe needed for flow test Added test "within 30 days of notice to proceed".

See Delta 5 revision (attached)

DRL 11/5/2019


OUTSTANDING ITEMS

11/05/19



1 S5.4 CLARIFY DIMENSION BETWEEN 6X3 MEMBERS This item to be clarified in a future Addendum DRL 11/22/2019

2 A13.5EPOXY FLOORING MATERIAL NOT SPECIFIEC FOR 5TH

FLOOR PATIO

This item to be clarified in a future Addendum DRL 11/22/2019

3 S1.1 FOOTING AT MASONRY SCREEN WALL This item to be clarified in a future Addendum DRL 11/22/2019

4

Extra "I"

Upper and lower case

Extra ":"

Delete

Arcadis

Owner to confirm date

2"

1"

1"

1"

2 1/2"

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