Attachment_2_Drawings.pdf

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EXISTING STEEL EXHAUST STACK

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BSMT

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FL 1

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ROOF

AutoCAD SHX Text REMOTE RADIATOR GLYCOL COOLING PIPING TO PENETRATE WOOD FRAMED STRUCTURE AT 3RD FLR ROOF (DETAIL D/A10)

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MEZZ

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AIRSHAFT SECTION - EAST

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SCALE

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ROOF PLAN

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AutoCAD SHX Text KEY NOTES REPLACE ROOF DRAINS AND TIE INTO EXISTING ROOF MEMBRANE (SEE DETAIL C/A10 AND PLUMBING DWGS) NEW REMOTE RADIATOR GLYCOL COOLANT PIPING CONTRACTOR TO PROVIDE PROBES OF EXISTING PARAPET CONSTRUCTION AT TWO INDICATED LOCATIONS FOR INSPECTION OF THE EXISTING STEEL ARMATURE SUPPORTING THE PROJECTED STONE CORNICE. THE PROBES WILL INCLUDE CAREFUL REMOVAL OF EXISTING COPPER PARAPET CLADDING (3'-0" WIDE, EXTENDING FROM TOP FRONT EDGE OF FLAT SEAM CLADDING TO BASE OF VERTICAL REAR WALL CLADDING), AND REMOVAL OF MASONRY CONSTRUCTION AS DIRECTED BY THE CONTRACTING OFFICER TO VIEW AND ASSESS THE EMBEDDED STEEL ARMATURE STRUCTURE. THE CONTRACTOR SHALL REPAIR THE PROBES WITH MATERIALS AND METHODS TO MATCH EXISTING.

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EXISTING MASONRY SHAFT WITH STEEL LINING

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PROVIDE NEW PENETRATION INTO EXISTING MASONRY/STEEL SHAFT WITH GENERATOR EXHAUST

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ATTACH REMOTE RADIATOR GLYCOL COOLANT PIPING TO BRICK WALL

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REPLACE EMERGENCY GENERATOR AND EXHAUST

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REMOTE GENERATOR RADIATOR

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OPEN TO AIRSHAFT

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SUB SHEET NO.

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TITLE OF SHEET

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OF

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SHEET

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PKG.

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NO.

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DESIGNED:

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DRAWING NO.

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BOSTON NATIONAL HISTORICAL PARK

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EASTON BLDG - EXTERIOR AND HVAC REPAIRS

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TECH. REVIEW:

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DATE:

AutoCAD SHX Text 05/07/2021

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AutoCAD SHX Text 170230

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ROOF PLAN

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AIRSHAFT SECTION

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SCALE OF FEET

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NORTH

LEGEND TYPICAL EXISTING

CONDITION

SUMMARY SCOPE OF

REPAIR WORK (REFER

TO DETAILS AND

TECHNICAL

SPECIFICATIONS FOR

FULL SCOPE)

REFERENCE

DETAIL(S)

DAMAGED GRANITEREMOVE AND REPLACE

(E) GRANITE WITH

NEW OR SALVAGED

GRANITE. REMOVE

AND REPLACE (E)

STEEL ANGLE WHERE

PRESENT.

1,2,3/EN2

DAMAGED GRANITE

JACK ARCH

3/EN3

GRANITE LINTEL WITH

UNDAMAGED

EXPOSED FACE

CAREFULLY REMOVE

(E) GRANITE AND

ALLOW CONTRACTING

OFFICER TO EXAMINE

THE CONCEALED

FACES OF EACH

UNDAMAGED STONE.

REINSTALL IN

ORIGINAL LOCATION,

SALVAGE FOR USE

ELSEWHERE, OR

DISCARD AS DIRECTED

BY THE CONTRACTING

OFFICER.

3/EN2

GRANITE JACK ARCH

WITH UNDAMAGED

EXPOSED FACE

3/EN3

PREVIOUS GRANITE

REPAIR OR

REPLACEMENT WITH

UNDAMAGED

EXPOSED FACE AND

SUBSTANTIAL VOIDS IN

COLLAR JOINT

REMOVE AND RESET

(E) GRANITE TO

EXPOSE (E) STEEL

FRAMING AND GROUT

VOIDS BEHIND

GRANITE.

1/EN2

GRANITE WITH

UNDAMAGED

EXPOSED FACE

NO WORK REQUIRED,

BUT TEMPORARILY

SHORE, OR REMOVE

AND REINSTALL, OR

REPLACE AS

NECESSARY TO

COMPLETE ALL OTHER

WORK IN THESE

CONTRACT

DOCUMENTS.

N/A

LINTEL SHORING REMOVE AND DISPOSE

OF (E) LINTEL

SHORING.

N/A

DAMAGED SIDEWALK

VAULT STRUCTURE

AND WATERPROOFING

REMOVE AND REPLACE

(E) SIDEWALK,

STRUCTURAL SLAB,

AND STEEL FRAMING.

INSTALL

WATERPROOFING AND

SIDEWALK.

1-5/EN5 (WATER-

PROOFING)

1-6/S3.2

(STRUCTURAL)

COPPER FLASHING CAP

AT PARAPET

REPAIR ALL (E) SEAMS

IN COPPER FLASHING.

SHEET A11

EXISTING CRACKED

CAST IRON,

CONCRETE, OR

GRANITE SILL

REMOVE CAST IRON,

CONCRETE, OR

GRANITE SILL AND

PROVIDE NEW

GRANITE SILL.

SHEET A12

7 May 2021

18 June 2021

DN

UP

V-2

V-3

TS-2

V-1

TS-1

DPS-1

TS-3

FS-1

PS-1

V-4

TS-4HS-1

D p a,b,c

D4

Db,c

D m a

D4 k

D j k

D

D n

D f,o

D z

D h g

D w e u u,w v

D

E2

FOURTH FLOOR LIGHTING PLAN1

1/4" = 1'-0" q a

D3 k D k D f

D3 f

D3

Dm h,b,c

D4 j

D

Dn g z w z,w

D

E3

FIFTH FLOOR LIGHTING PLAN1

q g

D p a,b,c

D4 a,b,c

D4

D a,b,c,h k,h

D

D

E4

SIXTH FLOOR LIGHTING PLAN1

q h

D3 g a,b,c

D3

D a,b,c h

D f

D

Dm j k

D

D n

D

D

E5

SEVENTH FLOOR LIGHTING PLAN1

Dp

Dm f

D q a,b,c

D4 a,b,c

D4

D a,b,c k

D g

D

E6

NINTH FLOOR LIGHTING PLAN1

Dp a,b,c

D4 q a,b,c

D4 j k

D

D a,b,c g

D

D

E7

TENTH FLOOR LIGHTING PLAN1

f

D a,b,c

D4

D k

D

D a,b,c a,b,c

D4 j m p q g k

D

D

D

E8

ELEVENTH FLOOR LIGHTING PLAN1

E9

BASEMENT FLOOR DEMOLITION POWER PLAN1

E11

PARTIAL ROOF POWER PLAN1

1/4" = 1'-0"

E11

PARTIAL THIRD FLOOR POWER PLAN3

1/4" = 1'-0"

E11

PARTIAL SECOND FLOOR POWER

PLAN

E12

NEW POWER ONE LINE DIAGRAM1

NTS

E12

EXISTING POWER ONE LINE DIAGRAM2

NTS

ü ü ü ü ü ü ü ü

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 600 MCB

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 2.5 4.0 1.5 2 3 2.5 4.0 1.5 4 5 2.5 4.0 1.5 6

7 20 1 MACHINE ROOM LIGHTS 1.2 2.2 1.0 ELEVATOR #1 CAB POWER 1 20 8

9 20 1 MACHINE ROOM RECEPTACLES 1.2 2.2 1.0 ELEVATOR #1 CAB POWER 1 20 10

11 20 1 A/C UNIT SERVICE LIGHT AND OUTLET 1.0 2.0 1.0 ELEVATOR #2 CAB POWER 1 20 12

13 - 1 SPACE 1.5 1.5 HVAC PANEL 1 20 14

15 - 1 SPACE 0.0 SPARE 1 20 16

17 - 1 SPACE 0.0 SPARE 1 20 18

10.0 20.0 10.0

10.0 20.0 10.0

10.0 20.0 10.0

10.0 10.0

10.0 10.0

10.0 10.0

SUB-TOTAL CONNECTED LOAD (KVA) 67.5 2.2 1.2 38 36 36 36.0 3.0 0.0

CONNECTED LOAD THIS SECTION (KVA) 103.5 5.2 1.2

TOTAL CONNECTED LOAD (KVA) 103.5 5.2 1.2 DEMAND LOAD (KVA) 110

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 27.5

TOTAL DEMAND LOAD (KVA) 103.5 5.2 1.2 TOTAL DEMAND (KVA) 137

LINE CURRENT (AMPS) 381

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

ELEVATOR #3 MAIN DISCONNECT

ELEVATOR #1 MAIN DISCONNECT ELEVATOR #2 MAIN DISCONNECT

NOTES: SEE NOTES BELOW

30 3 A/C CONDENSOR AND FAN UNIT MECHANICAL ROOM EXHAUST FAN 3 20

PROJECT: 15 STATE ST 208 / 120V 22,000

(XM) EPP 3PH, 4W FLUSH

LOCATION: PENTHOUSE

200 321

3 200200 203

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 200A MCB

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 20 1 EXISTING LOAD 1.2 2.4 1.2 EXISTING LOAD 1 20 2

3 20 1 EXISTING LOAD 1.2 2.2 1.0 MER 08 LTG 1 20 4

5 20 1 HEAT 1.4 2.6 1.2 EXISTING LOAD 1 20 6

7 20 1 EXISTING LOAD 1.2 2.7 1.5 8

9 20 1 EXISTING LOAD 1.2 2.7 1.5 10

11 1.5 2.0 0.5 GYM LTG 1 15 12

13 1.5 2.5 1.0 GYM LOCKER RM 1 20 14

15 20 1 GYM REC 1.0 2.0 1.0 GYM LOCKER RM 1 15 16

17 1.2 2.2 1.0 18 19 1.2 2.2 1.0 20

21 1.0 2.0 1.0 OUTSIDE REC 1 20 22

23 1.0 1.0 SPARE 1 20 24

25 20 1 DDC CONTROL PANEL 1.0 1.0 SPARE 1 20 26

27 20 1 MECHANICAL ROOM REC 0.5 0.5 SPARE 1 20 28

29 20 1 SPARE SPARE 1 20 30

31 1.4 SPARE 1 20 32

33 1.4 SPARE 1 20 34

35 1.4 SPARE 1 20 36

37 - 1 SPACE SPACE 1 - 38

39 - 1 SPACE SPACE 1 - 40

41 - 1 SPACE 0.0 SPACE 1 - 42

SUB-TOTAL CONNECTED LOAD (KVA) 16.8 3.5 0.0 11 9 8 6.4 5.0 0.5

CONNECTED LOAD THIS SECTION (KVA) 23.2 8.5 0.5

TOTAL CONNECTED LOAD (KVA) 23.2 8.5 0.5 DEMAND LOAD (KVA) 32

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 8.06

TOTAL DEMAND LOAD (KVA) 23.2 8.5 0.5 TOTAL DEMAND (KVA) 40

LINE CURRENT (AMPS) 112

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

208 / 120V

LOCATION: MECHANICAL ROOM

22,000

EXISTING LOAD

NOTES: SEE NOTES BELOW

20 2 OUTSIDE POWER

PROJECT: 15 STATE ST

2 20

20 2 EXISTING LOAD

60 3 HXP-1

2 GYM AC

(NEW) MP 3PH, 4W FLUSH

OUTSIDE REC

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 100 MLO

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 20 1 2.0 2.0 2 3 20 1 2.0 2.0 4 5 20 1 2.0 2.0 6

7 20 1 LTG 1.2 2.2 1.0 LTG 1 20 8

9 20 1 LOCKER RM REC 1.2 2.2 1.0 SUPPLY RM LTG 1 20 10

11 15 1 EXHAUST FAN 0.4 1.4 1.0 ATC-1 PNL 1 20 12

13 - 1 SPACE 0.0 SPACE 1 - 14

15 - 1 SPACE 0.0 SPACE 1 - 16

SUB-TOTAL CONNECTED LOAD (KVA) 0.4 1.2 1.2 4 4 3 7.0 0.0 2.0

CONNECTED LOAD THIS SECTION (KVA) 7.4 1.2 3.2

TOTAL CONNECTED LOAD (KVA) 7.4 1.2 3.2 DEMAND LOAD (KVA) 12

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 2.95

TOTAL DEMAND LOAD (KVA) 7.4 1.2 3.2 TOTAL DEMAND (KVA) 15

LINE CURRENT (AMPS) 40.9

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

WATER BOOSTER PUMP 3 30

PROJECT: 15 STATE ST 208 / 120V 10,000

(XM) LIGHTING PANEL #2 3PH, 4W FLUSH

LOCATION: LOCKER ROOM NOTES: SEE NOTES BELOW

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 2000 MCB

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 100 3 ELEC HEATERS 1ST FLR 15.0 30.0 9.0 5.0 1.0 3RD FLOOR 3 100 2

3 100 3 5TH FLOOR COMP ROOM 10.0 6.0 1.2 42.6 16.2 8.0 1.2 BASEMENT MP PANEL 3 200 4

5 100 3 ATS 5.0 5.0 1.0 22.8 7.4 1.2 3.2 BASEMENT LIGHITNG PANEL #2 3 100 6

7 400 3 AC ROOF 50.0 66.2 10.0 5.0 1.2 6TH + 7TH FLOOR 3 100 8

9 150 3 4TH + 5TH FLOOR 10.0 5.0 1.0 16.0 SPARE 3 150 10

11 400 3 FIRE PUMP 50.0 115.0 30.0 30.0 5.0 GENERATOR ROOM 3 600 12

13 200 3 SPARE 45.0 45.0 MEZZ AC 3 250 14

SUB-TOTAL CONNECTED LOAD (KVA) 140.0 16.0 3.2 141 59 138 117.6 49.2 11.6

CONNECTED LOAD THIS SECTION (KVA) 257.6 65.2 14.8

TOTAL CONNECTED LOAD (KVA) 257.6 65.2 14.8 DEMAND LOAD (KVA) 310

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 77.5

TOTAL DEMAND LOAD (KVA) 257.6 37.6 14.8 TOTAL DEMAND (KVA) 388

LINE CURRENT (AMPS) 1076

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

(XM) SWITCHBOARD 3PH, 4W FLUSH

LOCATION: BASEMENT NOTES: SEE NOTES BELOW

PROJECT: 15 STATE ST 208 / 120V 65,000

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 100A MCB

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 1.5 2.0 0.5 2 3 1.5 2.0 0.5 4 5 1.5 2.0 0.5 6 7 0.5 1.5 1.0 8 9 0.5 2.5 2.0 10 11 0.5 2.0 1.5 12 13 1.5 3.3 1.8 14 15 0.5 2.3 1.8 16 17 0.4 2.3 1.9 18

19 0.4 0.6 0.2 SF-1 1 20 20

21 0.4 1.4 1.0 LIGHTS ON TIME CLOCKS 1 20 22

23 20 1 FOT-2 0.3 1.5 1.2 LIGHTS ON TIME CLOCKS 1 20 24

25 20 1 ELECTRIC ROOM LIGHTS 0.8 2.0 1.2 LIGHTS ON TIME CLOCKS 1 20 26

27 20 1 ELECTRIC ROOM RECEPTACLES 1.0 2.2 1.2 LIGHTS ON TIME CLOCKS 1 20 28

29 20 1 HALL LIGHTS 1.2 1.5 0.3 FOP-1 1 20 30

31 20 1 2 BASEMENT LIGHTS & SPRINKLER BELL 0.5 0.5 SPARE 1 20 32

33 20 1 BASEMENT TELEPHONE SYSTEM 0.5 0.5 SPARE 1 20 34

35 - 1 SPACE 0.0 SPARE 1 20 36

37 - 1 SPACE 0.0 SPACE 1 - 38

39 - 1 SPACE 1.0 1.0 FIRE ALARM BOOSTER 1 20 40

41 - 1 SPACE 1.0 1.0 EMERGENCY LIGHTS 1 20 42

SUB-TOTAL CONNECTED LOAD (KVA) 8.0 2.5 3.0 10 12 10 10.5 1.0 7.1

CONNECTED LOAD THIS SECTION (KVA) 18.5 3.5 10.1

TOTAL CONNECTED LOAD (KVA) 18.5 3.5 10.1 DEMAND LOAD (KVA) 32

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 8.03

TOTAL DEMAND LOAD (KVA) 18.5 3.5 10.1 TOTAL DEMAND (KVA) 40

LINE CURRENT (AMPS) 111

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

GP-1

RAD-1 3 20

EMERGENCY PANEL

JOCKEY PUMP3

20 3

GENERATOR ROOM

3 30EMERGENCY PANEL

LOCATION:

208 / 120V

(NEW) ELSP

3 3 30

3PH, 4W

15 STATE ST

EMERGENCY PANEL UPSTAIRS SMOKE SUPRESSION FAN IN STAIRS30

10,000

FLUSH

NOTES: SEE NOTES BELOW

PROJECT:

PANEL VOLTAGE: AIC RATING:

PANEL: PHASE & WIRE: MOUNTING:

BUS/MAIN (AMPS): 600A MCB

CKT OCD LOAD (KVA) 3 PH SEQUENCE LOAD (KVA) OCD CKT

NO. A P DESCRIPTION MISC REC LTG A B C MISC REC LTG DESCRIPTION P A NO.

1 103.5 110.0 6.5 2 3 5.2 11.7 6.5 4 5 1.2 7.2 6.0 6 7 1.4 1.4 8 9 1.4 1.4 10

11 1.4 1.4 12 13 0.0 14 15 0.0 16 17 0.0 18

SUB-TOTAL CONNECTED LOAD (KVA) 103.5 5.2 1.2 111 13 9 23.2 0.0 0.0

CONNECTED LOAD THIS SECTION (KVA) 126.7 5.2 1.2

TOTAL CONNECTED LOAD (KVA) 126.7 5.2 1.2 DEMAND LOAD (KVA) 133

DEMAND FACTOR 1.0 X 1.0 SPARE LOAD (KVA) 33.3

TOTAL DEMAND LOAD (KVA) 126.7 5.2 1.2 TOTAL DEMAND (KVA) 166

LINE CURRENT (AMPS) 462

X= 1ST 10KVA @ 100%, + REMAINDER @ 50% (PER CURRENT N.E.C.)

* GFCI INDICATES GROUND FAULT INTERRUPTING CIRCUIT BREAKER

20 3 SPARE

100 3 SPARE

400 3 EPP ACCU-1 3 90

(XM) EDP 3PH, 4W FLUSH

LOCATION: GENERATOR ROOM NOTES: SEE NOTES BELOW

PROJECT: 15 STATE ST 208 / 120V 42,000

AC-1 3 20

E14

STAND-BY GENERATOR LEFT SIDE VIEW1

NTS

E14

STAND-BY GENERATOR REAR VIEW1

NTS

E14

STAND-BY GENERATOR SKID FOOTPRINT1

NTS

SUB SHEET NO. TITLE OF SHEET

OF

SHEETPKG.

NO.

DESIGNED: DRAWING NO.

BOSTON NATIONAL HISTORICAL PARK

EASTON BLDG - EXTERIOR AND HVAC REPAIRS 968

TECH. REVIEW:

DATE:

03.26.21 85

170230

AutoCAD SHX Text GENERAL NOTES CATHODIC PROTECTION 1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, IS TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, TO BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, BE CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, CARRIED OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, OUT IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, IN ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, ACCORDANCE WITH DIVISION 4 SPECIFICATION FOR MASONRY, WITH DIVISION 4 SPECIFICATION FOR MASONRY, WITH DIVISION 4 SPECIFICATION FOR MASONRY, DIVISION 4 SPECIFICATION FOR MASONRY, DIVISION 4 SPECIFICATION FOR MASONRY, 4 SPECIFICATION FOR MASONRY, 4 SPECIFICATION FOR MASONRY, SPECIFICATION FOR MASONRY, SPECIFICATION FOR MASONRY, FOR MASONRY, FOR MASONRY, MASONRY, MASONRY, DIVISION 18 SPECIFICATION FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, 18 SPECIFICATION FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, 18 SPECIFICATION FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, SPECIFICATION FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, SPECIFICATION FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, FOR CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, CATHODIC PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, PROTECTION (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, (CP), DIVISION 26 LOW VOLTAGE ELECTRICAL, DIVISION 26 LOW VOLTAGE ELECTRICAL, DIVISION 26 LOW VOLTAGE ELECTRICAL, 26 LOW VOLTAGE ELECTRICAL, 26 LOW VOLTAGE ELECTRICAL, LOW VOLTAGE ELECTRICAL, LOW VOLTAGE ELECTRICAL, VOLTAGE ELECTRICAL, VOLTAGE ELECTRICAL, ELECTRICAL, ELECTRICAL, AND ANY OTHER REQUIRED WORK SCOPES NOT REFERENCED HEREIN. 2. FOLLOW ALL PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN FOLLOW ALL PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN ALL PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN ALL PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN PROCEDURES OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN OUTLINED IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN IN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN IF THERE IS A DISCREPANCY BETWEEN IF THERE IS A DISCREPANCY BETWEEN THERE IS A DISCREPANCY BETWEEN THERE IS A DISCREPANCY BETWEEN IS A DISCREPANCY BETWEEN IS A DISCREPANCY BETWEEN A DISCREPANCY BETWEEN A DISCREPANCY BETWEEN DISCREPANCY BETWEEN DISCREPANCY BETWEEN BETWEEN BETWEEN WORK ITEMS, DEFER TO THE MORE COMPLETE WORK SCOPE. 3. PROVIDE DOCUMENTATION REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE PROVIDE DOCUMENTATION REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE DOCUMENTATION REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE DOCUMENTATION REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE REQUIRED WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE WITHIN SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE SECTION 180100, ITEM 3.16 “SUBMITTALS” BEFORE 180100, ITEM 3.16 “SUBMITTALS” BEFORE 180100, ITEM 3.16 “SUBMITTALS” BEFORE ITEM 3.16 “SUBMITTALS” BEFORE ITEM 3.16 “SUBMITTALS” BEFORE 3.16 “SUBMITTALS” BEFORE 3.16 “SUBMITTALS” BEFORE “SUBMITTALS” BEFORE SUBMITTALS” BEFORE BEFORE BEFORE STARTING WORK. 4. THE USE OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF THE USE OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF USE OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF USE OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF CATHODIC PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF PROTECTION DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF DRAWINGS SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF SHOULD BE USED FOR GUIDANCE ONLY. LOCATION OF BE USED FOR GUIDANCE ONLY. LOCATION OF BE USED FOR GUIDANCE ONLY. LOCATION OF USED FOR GUIDANCE ONLY. LOCATION OF USED FOR GUIDANCE ONLY. LOCATION OF FOR GUIDANCE ONLY. LOCATION OF FOR GUIDANCE ONLY. LOCATION OF GUIDANCE ONLY. LOCATION OF GUIDANCE ONLY. LOCATION OF ONLY. LOCATION OF ONLY. LOCATION OF LOCATION OF LOCATION OF OF OF ALL EMBEDDED ITEMS ARE INDICATIVE. EXACT LOCATIONS WILL BE DICTATED BY SITE CONDITIONS. 5. THE USE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE THE USE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE USE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE USE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE OF CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE CATHODIC PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE PROTECTION IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE IS INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE INTENDED TO PROTECT THE EMBEDDED STEEL FRAME AT THE TO PROTECT THE EMBEDDED STEEL FRAME AT THE TO PROTECT THE EMBEDDED STEEL FRAME AT THE PROTECT THE EMBEDDED STEEL FRAME AT THE PROTECT THE EMBEDDED STEEL FRAME AT THE THE EMBEDDED STEEL FRAME AT THE THE EMBEDDED STEEL FRAME AT THE EMBEDDED STEEL FRAME AT THE EMBEDDED STEEL FRAME AT THE STEEL FRAME AT THE STEEL FRAME AT THE FRAME AT THE FRAME AT THE AT THE AT THE THE THE FIVE ZONE LOCATIONS FROM CORROSION AS INDICATED IN THE ZONE LAYOUT DRAWINGS. 6. FOLLOW ALL HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT FOLLOW ALL HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT ALL HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT ALL HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT HISTORIC BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT BUILDING PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT PROCEDURES AND REQUIREMENTS SET FORTH IN THE CONTRACT AND REQUIREMENTS SET FORTH IN THE CONTRACT AND REQUIREMENTS SET FORTH IN THE CONTRACT REQUIREMENTS SET FORTH IN THE CONTRACT REQUIREMENTS SET FORTH IN THE CONTRACT SET FORTH IN THE CONTRACT SET FORTH IN THE CONTRACT FORTH IN THE CONTRACT FORTH IN THE CONTRACT IN THE CONTRACT IN THE CONTRACT THE CONTRACT THE CONTRACT CONTRACT CONTRACT DOCUMENTS AND AS DIRECTED TO MINIMIZE DAMAGE TO EXISTING MASONRY. 7. FOLLOW ALL TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO FOLLOW ALL TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO ALL TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO ALL TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO TESTING PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO PROCEDURES OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO OUTLINES WITHIN SECTION 180100 OF THE SPECIFICATION TO WITHIN SECTION 180100 OF THE SPECIFICATION TO WITHIN SECTION 180100 OF THE SPECIFICATION TO SECTION 180100 OF THE SPECIFICATION TO SECTION 180100 OF THE SPECIFICATION TO 180100 OF THE SPECIFICATION TO 180100 OF THE SPECIFICATION TO OF THE SPECIFICATION TO OF THE SPECIFICATION TO THE SPECIFICATION TO THE SPECIFICATION TO SPECIFICATION TO SPECIFICATION TO TO TO ENSURE SYSTEM IS FUNCTIONAL. 8. PROVIDE ALL TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 PROVIDE ALL TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 ALL TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 ALL TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 TEST DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 DATA AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 AND REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 REQUIRED RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 RECORDS OUTLINED IN SECTION 180100, ITEM 1.16 OUTLINED IN SECTION 180100, ITEM 1.16 OUTLINED IN SECTION 180100, ITEM 1.16 IN SECTION 180100, ITEM 1.16 IN SECTION 180100, ITEM 1.16 SECTION 180100, ITEM 1.16 SECTION 180100, ITEM 1.16 180100, ITEM 1.16 180100, ITEM 1.16 ITEM 1.16 ITEM 1.16 1.16 1.16 DOCUMENTATION”. . ANODE ZONES 9. THIS PROJECT CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS THIS PROJECT CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS PROJECT CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS PROJECT CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS CONSISTS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS OF A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS A FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS FIVE (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS (5) ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS ZONE CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS CATHODIC PROTECTION SYSTEM. A ZONE IS DEFINED AS PROTECTION SYSTEM. A ZONE IS DEFINED AS PROTECTION SYSTEM. A ZONE IS DEFINED AS SYSTEM. A ZONE IS DEFINED AS SYSTEM. A ZONE IS DEFINED AS A ZONE IS DEFINED AS A ZONE IS DEFINED AS ZONE IS DEFINED AS ZONE IS DEFINED AS IS DEFINED AS IS DEFINED AS DEFINED AS DEFINED AS AS AS AN AREA HAVING AN INDEPENDENT DC POWER SOURCE. 10. ZONES 1, 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST ZONES 1, 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 1, 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 1, 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 3, AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST AND 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST 5 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST OF STEEL COLUMNS AND STEEL BEAMS AT THE EAST STEEL COLUMNS AND STEEL BEAMS AT THE EAST STEEL COLUMNS AND STEEL BEAMS AT THE EAST COLUMNS AND STEEL BEAMS AT THE EAST COLUMNS AND STEEL BEAMS AT THE EAST AND STEEL BEAMS AT THE EAST AND STEEL BEAMS AT THE EAST STEEL BEAMS AT THE EAST STEEL BEAMS AT THE EAST BEAMS AT THE EAST BEAMS AT THE EAST AT THE EAST AT THE EAST THE EAST THE EAST EAST EAST ELEVATION. 11. ZONES 2 AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH ZONES 2 AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH 2 AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH 2 AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH AND 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH 4 SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH SHALL BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH BE COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH COMPRISED OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH OF STEEL COLUMNS AND STEEL BEAMS AT THE NORTH STEEL COLUMNS AND STEEL BEAMS AT THE NORTH STEEL COLUMNS AND STEEL BEAMS AT THE NORTH COLUMNS AND STEEL BEAMS AT THE NORTH COLUMNS AND STEEL BEAMS AT THE NORTH AND STEEL BEAMS AT THE NORTH AND STEEL BEAMS AT THE NORTH STEEL BEAMS AT THE NORTH STEEL BEAMS AT THE NORTH BEAMS AT THE NORTH BEAMS AT THE NORTH AT THE NORTH AT THE NORTH THE NORTH THE NORTH NORTH NORTH ELEVATION. CONTINUITY TESTING 12. THE CONTRACTOR SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS THE CONTRACTOR SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS CONTRACTOR SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS CONTRACTOR SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS SHALL CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS CONFIRM THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS THAT ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS ALL EMBEDDED STEEL WITHIN EACH ANODE ZONE IS EMBEDDED STEEL WITHIN EACH ANODE ZONE IS EMBEDDED STEEL WITHIN EACH ANODE ZONE IS STEEL WITHIN EACH ANODE ZONE IS STEEL WITHIN EACH ANODE ZONE IS WITHIN EACH ANODE ZONE IS WITHIN EACH ANODE ZONE IS EACH ANODE ZONE IS EACH ANODE ZONE IS ANODE ZONE IS ANODE ZONE IS ZONE IS ZONE IS IS IS ELECTRICALLY CONTINUOUS. THE STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR CONTINUOUS. THE STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR CONTINUOUS. THE STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR THE STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR THE STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR STEEL ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR ELEMENTS WITHIN THE STRUCTURE SHALL BE BONDED FOR WITHIN THE STRUCTURE SHALL BE BONDED FOR WITHIN THE STRUCTURE SHALL BE BONDED FOR THE STRUCTURE SHALL BE BONDED FOR THE STRUCTURE SHALL BE BONDED FOR STRUCTURE SHALL BE BONDED FOR STRUCTURE SHALL BE BONDED FOR SHALL BE BONDED FOR SHALL BE BONDED FOR BE BONDED FOR BE BONDED FOR BONDED FOR BONDED FOR FOR FOR CONTINUITY IF REQUIRED. THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL IF REQUIRED. THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL IF REQUIRED. THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL REQUIRED. THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL REQUIRED. THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL THIS SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL SHALL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL BE DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL DEMONSTRATED ON SITE BY MEASURING THE ELECTRICAL ON SITE BY MEASURING THE ELECTRICAL ON SITE BY MEASURING THE ELECTRICAL SITE BY MEASURING THE ELECTRICAL SITE BY MEASURING THE ELECTRICAL BY MEASURING THE ELECTRICAL BY MEASURING THE ELECTRICAL MEASURING THE ELECTRICAL MEASURING THE ELECTRICAL THE ELECTRICAL THE ELECTRICAL ELECTRICAL ELECTRICAL RESISTANCE BETWEEN THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE BETWEEN THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE BETWEEN THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE SECTIONS IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE IN LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE LOCATIONS REMOTE FROM ONE ANOTHER ACROSS THE REMOTE FROM ONE ANOTHER ACROSS THE REMOTE FROM ONE ANOTHER ACROSS THE FROM ONE ANOTHER ACROSS THE FROM ONE ANOTHER ACROSS THE ONE ANOTHER ACROSS THE ONE ANOTHER ACROSS THE ANOTHER ACROSS THE ANOTHER ACROSS THE ACROSS THE ACROSS THE THE THE STRUCTURE AND AT ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A AND AT ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A AND AT ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A AT ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A AT ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A ALL LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A LOCATIONS WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A WHERE THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A THE STEEL IS EXPOSED. THIS SHALL INCLUDE AT A STEEL IS EXPOSED. THIS SHALL INCLUDE AT A STEEL IS EXPOSED. THIS SHALL INCLUDE AT A IS EXPOSED. THIS SHALL INCLUDE AT A IS EXPOSED. THIS SHALL INCLUDE AT A EXPOSED. THIS SHALL INCLUDE AT A EXPOSED. THIS SHALL INCLUDE AT A THIS SHALL INCLUDE AT A THIS SHALL INCLUDE AT A SHALL INCLUDE AT A SHALL INCLUDE AT A INCLUDE AT A INCLUDE AT A AT A AT A A A MINIMUM: 12.1. ELECTRICAL CONTINUITY BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF ELECTRICAL CONTINUITY BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF CONTINUITY BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF CONTINUITY BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF BETWEEN ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF ELEMENTS OF THE STRUCTURE WITHIN EACH ZONE OF OF THE STRUCTURE WITHIN EACH ZONE OF OF THE STRUCTURE WITHIN EACH ZONE OF THE STRUCTURE WITHIN EACH ZONE OF THE STRUCTURE WITHIN EACH ZONE OF STRUCTURE WITHIN EACH ZONE OF STRUCTURE WITHIN EACH ZONE OF WITHIN EACH ZONE OF WITHIN EACH ZONE OF EACH ZONE OF EACH ZONE OF ZONE OF ZONE OF OF OF CATHODIC PROTECTION. 12.2. ELECTRICAL CONTINUITY OF THE STEEL FRAME. ELECTRICAL CONTINUITY OF THE STEEL FRAME. 12.3. ELECTRICAL CONTINUITY OF METALLIC ITEMS SUCH AS ANCHORAGE OR EMBEDDED TIE BACKS. ELECTRICAL CONTINUITY OF METALLIC ITEMS SUCH AS ANCHORAGE OR EMBEDDED TIE BACKS. 12.4. OTHER MISCELLANEOUS METALS EXPOSED DURING THE INSTALLATION OF THE CP SYSTEM. OTHER MISCELLANEOUS METALS EXPOSED DURING THE INSTALLATION OF THE CP SYSTEM. 13. ALL ELECTRICAL CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 ALL ELECTRICAL CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 ELECTRICAL CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 ELECTRICAL CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 CONTINUITY SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 SHALL BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 BE CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 CARRIED OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 OUT IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 IN ACCORDANCE WITH SECTION 180100, ITEM 3.4 ACCORDANCE WITH SECTION 180100, ITEM 3.4 ACCORDANCE WITH SECTION 180100, ITEM 3.4 WITH SECTION 180100, ITEM 3.4 WITH SECTION 180100, ITEM 3.4 SECTION 180100, ITEM 3.4 SECTION 180100, ITEM 3.4 180100, ITEM 3.4 180100, ITEM 3.4 ITEM 3.4 ITEM 3.4 3.4 3.4 CONTINUITY TESTING”. . 14. THE ACCEPTANCE CRITERIA FOR CONTINUITY SHALL CONSIST OF: THE ACCEPTANCE CRITERIA FOR CONTINUITY SHALL CONSIST OF: 14.1. STABLE VALUES. STABLE VALUES. 14.2. RESISTANCE READINGS LESS THAN 1.0 OHM EXCLUDING THE RESISTANCE OF THE TEST CABLES. RESISTANCE READINGS LESS THAN 1.0 OHM EXCLUDING THE RESISTANCE OF THE TEST CABLES. 14.3. RESISTANCE READINGS THAT DO NOT CHANGE MORE THAN 0.1 OHM IN 15 SECONDS. RESISTANCE READINGS THAT DO NOT CHANGE MORE THAN 0.1 OHM IN 15 SECONDS. 15. CONTINUITY RECORDS SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE CONTINUITY RECORDS SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE RECORDS SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE RECORDS SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE SHALL BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE BE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE KEPT OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE OF ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE ALL TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE TESTS CARRIED OUT AND SHALL BE SUBMITTED TO THE CARRIED OUT AND SHALL BE SUBMITTED TO THE CARRIED OUT AND SHALL BE SUBMITTED TO THE OUT AND SHALL BE SUBMITTED TO THE OUT AND SHALL BE SUBMITTED TO THE AND SHALL BE SUBMITTED TO THE AND SHALL BE SUBMITTED TO THE SHALL BE SUBMITTED TO THE SHALL BE SUBMITTED TO THE BE SUBMITTED TO THE BE SUBMITTED TO THE SUBMITTED TO THE SUBMITTED TO THE TO THE TO THE THE THE OWNER IN THE FORM OF A CONTINUITY CERTIFICATE. ANODE SYSTEM 16. THE ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE THE ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE BE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE INSTALLED IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE IN ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE ACCORDANCE WITH SECTION 180100, ITEM 3.6 “ANODE WITH SECTION 180100, ITEM 3.6 “ANODE WITH SECTION 180100, ITEM 3.6 “ANODE SECTION 180100, ITEM 3.6 “ANODE SECTION 180100, ITEM 3.6 “ANODE 180100, ITEM 3.6 “ANODE 180100, ITEM 3.6 “ANODE ITEM 3.6 “ANODE ITEM 3.6 “ANODE 3.6 “ANODE 3.6 “ANODE “ANODE ANODE SYSTEM” AND IN ACCORDANCE WITH THE DRAWINGS. AND IN ACCORDANCE WITH THE DRAWINGS. 17. THE CONTRACTOR SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION THE CONTRACTOR SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION CONTRACTOR SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION CONTRACTOR SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION SHALL SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION SUBMIT A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION A METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION METHOD STATEMENT AS PART OF THE CATHODIC PROTECTION STATEMENT AS PART OF THE CATHODIC PROTECTION STATEMENT AS PART OF THE CATHODIC PROTECTION AS PART OF THE CATHODIC PROTECTION AS PART OF THE CATHODIC PROTECTION PART OF THE CATHODIC PROTECTION PART OF THE CATHODIC PROTECTION OF THE CATHODIC PROTECTION OF THE CATHODIC PROTECTION THE CATHODIC PROTECTION THE CATHODIC PROTECTION CATHODIC PROTECTION CATHODIC PROTECTION PROTECTION PROTECTION PRE-START REPORT TO DETAIL THE SYSTEM. 18. ALL ZONES SHALL BE COMPRISED OF A PROBE/RIBBON ANODE HYBRID SYSTEM. ALL ZONES SHALL BE COMPRISED OF A PROBE/RIBBON ANODE HYBRID SYSTEM. 19. EACH PROBE ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON EACH PROBE ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON PROBE ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON PROBE ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON ANODE IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON IS TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON TO BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON BE INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON INSTALLED IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON IN A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON A PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON PRE-DRILLED HOLE OF SET DEPTHS DEPENDENT UPON HOLE OF SET DEPTHS DEPENDENT UPON HOLE OF SET DEPTHS DEPENDENT UPON OF SET DEPTHS DEPENDENT UPON OF SET DEPTHS DEPENDENT UPON SET DEPTHS DEPENDENT UPON SET DEPTHS DEPENDENT UPON DEPTHS DEPENDENT UPON DEPTHS DEPENDENT UPON DEPENDENT UPON DEPENDENT UPON UPON UPON THE SPECIFIC REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE SPECIFIC REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE SPECIFIC REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DRAWINGS AND VERIFIED BY THE DRAWINGS AND VERIFIED BY THE AND VERIFIED BY THE AND VERIFIED BY THE VERIFIED BY THE VERIFIED BY THE BY THE BY THE THE THE CONTRACTOR. THE ANODE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE THE ANODE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE THE ANODE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE ANODE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE ANODE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE IS TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE TO BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE BE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE SURROUNDED BY THE MANUFACTURER'S APPROVED COMPATIBLE BY THE MANUFACTURER'S APPROVED COMPATIBLE BY THE MANUFACTURER'S APPROVED COMPATIBLE THE MANUFACTURER'S APPROVED COMPATIBLE THE MANUFACTURER'S APPROVED COMPATIBLE MANUFACTURER'S APPROVED COMPATIBLE MANUFACTURER'S APPROVED COMPATIBLE APPROVED COMPATIBLE APPROVED COMPATIBLE COMPATIBLE COMPATIBLE GROUT. 20. THE SPECIFIED NUMBER OF ANODES IS PROVIDED ON THE ANODE LAYOUT DRAWINGS. THE SPECIFIED NUMBER OF ANODES IS PROVIDED ON THE ANODE LAYOUT DRAWINGS. 21. EACH ANODE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE EACH ANODE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE ANODE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE ANODE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE RIBBON SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE SHALL BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE BE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE INSTALLED DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE DIRECTLY ONTO THE STEEL BEAMS ACCORDING TO THE ONTO THE STEEL BEAMS ACCORDING TO THE ONTO THE STEEL BEAMS ACCORDING TO THE THE STEEL BEAMS ACCORDING TO THE THE STEEL BEAMS ACCORDING TO THE STEEL BEAMS ACCORDING TO THE STEEL BEAMS ACCORDING TO THE BEAMS ACCORDING TO THE BEAMS ACCORDING TO THE ACCORDING TO THE ACCORDING TO THE TO THE TO THE THE THE SPECIFIC REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE REQUIREMENTS AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE AS DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DETAILED WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE WITHIN THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE CONSTRUCTION DRAWINGS AND VERIFIED BY THE DRAWINGS AND VERIFIED BY THE DRAWINGS AND VERIFIED BY THE AND VERIFIED BY THE AND VERIFIED BY THE VERIFIED BY THE VERIFIED BY THE BY THE BY THE THE THE CONTRACTOR. CATHODE SYSTEM 22. THE NUMBER AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE THE NUMBER AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE NUMBER AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE NUMBER AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE AND APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE APPROXIMATE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE LOCATIONS OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE OF EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE EACH OF THE SYSTEM NEGATIVES IS DETAILED ON THE OF THE SYSTEM NEGATIVES IS DETAILED ON THE OF THE SYSTEM NEGATIVES IS DETAILED ON THE THE SYSTEM NEGATIVES IS DETAILED ON THE THE SYSTEM NEGATIVES IS DETAILED ON THE SYSTEM NEGATIVES IS DETAILED ON THE SYSTEM NEGATIVES IS DETAILED ON THE NEGATIVES IS DETAILED ON THE NEGATIVES IS DETAILED ON THE IS DETAILED ON THE IS DETAILED ON THE DETAILED ON THE DETAILED ON THE ON THE ON THE THE THE CONSTRUCTION DRAWINGS. THE CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM DRAWINGS. THE CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM DRAWINGS. THE CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM THE CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM THE CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM CATHODE SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM SYSTEM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM AT EACH ANODE ZONE SHALL PROVIDE A MINIMUM EACH ANODE ZONE SHALL PROVIDE A MINIMUM EACH ANODE ZONE SHALL PROVIDE A MINIMUM ANODE ZONE SHALL PROVIDE A MINIMUM ANODE ZONE SHALL PROVIDE A MINIMUM ZONE SHALL PROVIDE A MINIMUM ZONE SHALL PROVIDE A MINIMUM SHALL PROVIDE A MINIMUM SHALL PROVIDE A MINIMUM PROVIDE A MINIMUM PROVIDE A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM OF FIVE (5) CABLE CONNECTIONS TO THE STEEL. 23.