2-8541-009 Lewisburg UV BID SET.pdf

PDF 9 MB Posted Sep 5, 2025

Attached to: UV Disinfection System Project
Solicitation number: Not on record
Issued by: Union County, Pennsylvania

About this file

Written by GovTribe AI · Sep 9, 2025

This document is a comprehensive set of bid and construction drawings for the UV Disinfection System Project for the Lewisburg Area Joint Sewer Authority located in Lewisburg, Pennsylvania. The project involves sealed bids for two separate contracts - General Construction and Electrical Construction - to be submitted electronically via PennBid by 2 P.M. local time on Wednesday, October 8th, 2025. A pre-bid conference is scheduled for Wednesday, September 17th, 2025, at 10:00 AM at the Lewisburg Area Joint Sewer Authority Wastewater Treatment Plant, with attendance highly encouraged but not mandatory. The bid documents include detailed electrical, structural, and process control integration drawings for a new UV disinfection system, generator, automatic transfer switch, and associated electrical infrastructure.

The bid requires a certified check or bid bond of 10% of the total bid amount as a contract execution guarantee. The project drawings specify technical requirements for a 400 kW diesel generator with a 24-hour belly tank, a 1,200A automatic transfer switch, and comprehensive electrical and structural specifications for the UV disinfection system. Bidders must comply with non-discrimination regulations, including provisions related to race, age, color, religion, sex, national origin, and disability status. The Lewisburg Area Joint Sewer Authority reserves the right to waive irregularities and reject any or all bids, with the project focused on upgrading the wastewater treatment plant's disinfection capabilities through modern electrical and UV technologies.

View the file

Other files

File	Type	Posted
1-Lewisburg UV Project Manual FINAL FOR BID.pdf	PDF	Sep 5, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1.d wg

, G

1, 9/3

/20

:46 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

G001

C O

S H

LEWISBURG AREA JOINT SEWER AUTHORITY

697 RIVER RD

LEWISBURG, PA 17837

BIDDING DRAWINGS

UV DISINFECTION PROJECT

P.O. BOX 305 LEWISBURG, PA 17837

8541-009

09/05/2025

UV DISINFECTION PROJEC

697 RIVER RD LEWISBURG, PA 17837

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

2.d wg

, G

2, 9/3

/20

:44 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

G002

L N

S A

N D

FEMA FIRM MAP

MAP NUMBER:

USGS QUADRANGLE MAP

MAP SCALE:

PENNSYLVANIA STATE MAP

MAP NAME: LEWISBURG QUADRANGLE

1" = 2000'

42119C0210E 1" = 500'

LOD

09/05/2025

20252482266 09/05/2025

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

2.d wg

, G

3, 9/3

/20

:03 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

G003

L N

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

_C -1

.dw g, C-

1, 9/4 /20

:16

A M, F os ter , K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

C-101

G C

O N

S A

N D

O P

S S

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

2.d wg

, C

2, 9/4

/20

:43 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

C-102

D S

S S

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1.d wg

, C

1, 9/4

/20

:23 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

C-201

N A

N D

P R

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1- C5

.dw g, C5

, 9

/3/

:57

P M, F os ter , K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

C-501

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1- C5

.dw g, C5

, 9

/3/

:38

P M, F os ter , K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

C-502

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

_E S0

-E

.dw g, ES

1, 9/3

/20

:17 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

ES001

T C

O N

A N

N O

LOD

CS-12

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

_E S0

-E

.dw g, ES

2, 9/3

/20

:41 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

ES002

T C

O N

A N

N O

LOD

LOD LO

LOD

CS-12

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1.d wg , E

D, 9/

3/2

5 2 :11

:19 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

ES101

T C

O N

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

_E S5

.dw g, ES

1, 9/3 /20

:56

P M, F os ter , K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

ES501

T C

O N

L D

STRUCTURAL NOTES:

\\fi les

\pr oje cts \85

\85

-0

W G\

St ru ctu ra l\8

.dw g, S-

1, 9/5

/20

:22

:14 A

M, V ier ck

, W es ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

BUILDING CODES AND STANDARDS

A. PENNSYLVANIA UNIFORM CODE(PAUCC)

B. INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION AS ADOPTED AND MODIFIED BY THE PAUCC C. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES (ASCE 7)

D. FOR ALL OTHER REFERENCED STANDARDS, USE THE LATEST EFFECTIVE VERSION

DESIGN CRITERIA AND LOADS

A. OCCUPANCY

1. RISK CATEGORY…………………………………………………………..………. II

2. CLASSIFICATION……………………………………………………………………U

B. LIVE LOADS

1. SLAB ON GROUND…………………………………………………………..........125 PSF

2. GRATING..........................................................................................................60 PSF

C. SNOW LOADS

1. GROUND SNOW LOAD (Pg)……………………………………………..……….. 35 PSF

D. RAIN LOADS

2. INTENSITY (100 YEAR)………....…………………………………………..……. 2.36 IN/HR

B. WIND LOADS

1. BASIC WIND SPEED (V ULT) ……………………………………………………..119 MPH

2. BASIC WIND SPEED (V ASD) …………………………………………………….92 MPH

3. WIND EXPOSURE………………………………………………………………..…C

4. INTERNAL PRESSURE COEFFICIENT…………………………………......……+/-0.18

F. EARTHQUAKE DESIGN DATA

1. SEISMIC RISK CATEGORY…………………………………………………..……III

2. SMIC IMPORTANCE FACTOR (Ie) ………………………………………..…..... 1.25

3. SS ……………………………………………………………………………….…… 0.106

4. S1 ………………………………………………………………………………..……0.041

5. SITE CLASS……………………………………………………………………........D

6. SPECTRAL RESPONSE COEFFICIENTS

a. Sds..………………………………………………..…..................................0.113

b. Sd1…………………………………………….............................................0.065

7. SEISMIC DESIGN CATEGORY……………………………………………………A

G. LATERAL EARTH PRESSURE

1. AT-REST PRESSURE………………………………………………………....…...68 PSF/FT

H. CRANE LOADS

1. OVERTURNING MOMENT…………………………………………………..….....27300 LB-FT

2. RATED LOAD....................................................................................................2000 LBS

GENERAL REQUIREMENTS

A. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING MATERIALS. NOTIFY STRUCTURAL ENGINEER OF RECORD (SEOR) OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE OF

WORK.

B. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND ALL OTHER DRAWINGS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. VERIFY WITH OTHER TRADES THE REQUIREMENTS FOR CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS. REPORT ANY DISCREPANCY TO THE SEOR PRIOR TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS. DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE SEOR PRIOR TO IMPLEMENTING THE CHANGES.

D. DETAILS LABELED "TYPICAL" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE

REFERENCED AT EACH LOCATION. NOTIFY SEOR OF CONFLICT REGARDING APPLICABILITY.

E. BEFORE PROCEEDING WITH ANY WORK WITHIN THE PROJECT AREA, THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EXISTING STRUCTURE AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACINGS, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF EXISTING STRUCTURES AND FACILITIES IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF EXISTING STRUCTURES AND

FACILITIES WHICH ARE TO REMAIN.

F. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. COMPLY WITH APPLICABLE REQUIREMENTS

OF OSHA AND OTHER GOVERNING BODIES HAVING JURISDICTION AT THE SITE.

G. LOADINGS FOR MECHANICAL EQUIPMENT ARE BASED ON THE UNITS SHOWN ON THE MECHANICAL DRAWINGS. ANY CHANGES IN TYPE, SIZE, OR NUMBER OF PIECES OF EQUIPMENT SHALL BE REPORTED TO THE SEOR FOR VERIFICATION OF THE ADEQUACY OF SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF SUCH EQUIPMENT.

FOUNDATIONS

A. GEOTECHNICAL REPORT NOT PROVIDED. FOUNDATION DESIGN IS BASED ON THE ASSUMED BEARING CAPACITY

LISTED BELOW BASED ON IBC TABLE 1806.2 FOR TYPE ML AND CL MATERIAL.

B. NET ALLOWABLE SOIL BEARING CAPACITY.................................................................1500 PSF

C. THE CONTRACTOR SHALL PROVIDE AND OPERATE DEWATERING EQUIPMENT AND BE RESPONSIBLE FOR

MAINTAINING EXCAVATIONS AND WORK AREAS IN A DRY CONDITION.

D. ARRANGE FOR OWNERS INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS, PERFORM FIELD DENSITY TESTS, AND INSPECT BEARING AREAS FOR FOUNDATIONS PRIOR TO PLACEMENT OF ANY CONCRETE.

E. ALL BACKFILL AND TRENCHING OPERATIONS SHALL COMPLY WITH GEOTECHNICAL REPORT (IF APPLICABLE) AS WELL AS ALL CURRENT AND APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES, INCLUDING THE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.

F. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SHORING OF THE NEW AND EXISTING CONSTRUCTION DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT ANY DAMAGE DUE TO BACKFILLING

AND TRENCHING.

G. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE.

H. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION MATERIAL. AT

CONFLICTS BETWEEN BURIED PIPES AND CONDUITS THROUGH FOUNDATIONS, CONTACT SEOR.

I. COORDINATE WITH ELECTRICAL CONTRACTOR AND ELECTRICAL ONE-LINE DIAGRAM FOR PROPER BONDING OF THE

FOOTING REINFORCEMENT TO THE GROUNDING SYSTEM.

CAST-IN-PLACE CONCRETE

A.STANDARDS

1. ACI 117R/117R - SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND

COMMENTARY

2. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE

3. ACI 302.1R - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION

4. ACI 305R - HOT WEATHER CONCRETING

5. ACI 306.1 - STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING

6. ACI 308.1 - STANDARD SPECIFICATION FOR CONCRETE CURING

7. ACI 318/318R - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY

8. ACI 347R - GUIDE TO FORMWORK FOR CONCRETE

9. ACI - SP-004: FORMWORK FOR CONCRETE

10. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) - MANUAL OF STANDARD PRACTICE

11. ACI 350 - CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND

COMMENTARY

B.MATERIALS

1. CONCRETE MIXTURES SHALL BE THE NORMAL WEIGHT TYPE (145 PCF) AND DESIGNED PER ACI 318, USING

THE TABLES PROVIDED.

a. PROVIDE AIR ENTRAINING ADMIXTURE FOR CATEGORIES F1, F2, AND F3. REFER TO ACI 318.

b. CEMENTITOUS MATERIAL: LIMIT FLY ASH AND SLAG TO 25% OF TOTAL CEMENT

2. NO CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE. MIX

MATERIALS SHALL COMPLY WITH THE FOLLOWING:

f. PORTLAND CEMENT..........................ASTM C150

g. FLY ASH..............................................ASTM C618 CLASS C OR F

h. SILICA FUME.......................................ASTM C1240

i. SLAG CEMENT…………………………ASTM C969 GRADE 100 OR 120

j. NORMAL WEIGHT AGGREGATE..........ASTM C33 CLASS 3S

k. WATER..............................................ASTM C94 POTABLE

l. AIR-ENTRAINING..............................ASTM C260 m.WATER-REDUCING............................ASTM C494 TYPE A

n. RETARDING.......................................ASTM C494 TYPE B

o. WATER-REDUCING/RETARDING........ASTM C494 TYPE D

p. PLASTICIZING/RETARDING................ASTM C1017 TYPE II

3. CHEMICAL ADMIXTURES MUST BE CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT DO NOT CONTRIBUTE WATER-SOLUBLE CHLORINE IONS EXCEEDING THOSE

ALLOWED IN HARDENED CONCRETE.

4. STEEL REINFORCEMENT:

a. DEFORMED BARS, ASTM A615 GRADE 60.

b. DEFORMED BARS, ASTM A706, GRADE 60 WELDABLE.

c. WELDED WIRE REINFORCEMENT (WWR), ASTM A1064 PLAIN 65,000 PSI YIELD STRESS IN FLAT SHEETS.

d. CHAIRS SHALL BE GALVANIZED STEEL OR PLASTIC.

5. VAPOR RETARDERS: ASTM E1745, CLASS A, NOT LESS THAN 10 MIL THICK.

6. ACCESSORIES:

a. DOWEL AND ANCHOR GROUT: SIKADUR 32 HI-MOD OR APPROVED EQUAL.

b. BONDING AGENT: SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL.

c. CONTRACTION OR CONSTRUCTION JOINT SEALANT: SIKADUR 51 SL OR APPROVED EQUAL.

d. ISOLATION JOINT SEALANT: SIKAFLEX -1a OR APPROVED EQUAL.

e. PREMOLDED EXPANSION JOINT FILLER (PMF): HOMEX 300 OR APPROVED EQUAL

C.EXECUTION

1. UNLESS NOTED OTHERWISE MAINTAIN THE FOLLOWING CONCRETE COVER FOR REINFORCEMENT.

a. CONCRETE CAST AGAINST EARTH......................3 INCHES

b. CONCRETE EXPOSED TO THE WEATHER:

- #5 AND SMALLER BARS............................1 1/2 INCHES

- #6 AND LARGER BARS..............................2 INCHES

c. CONDITIONS OTHER THAN ABOVE:

- #11 AND SMALLER BARS...........................3/4 INCHES

- #14 AND #18 BARS...................................1 1/2 INCH

2. STEEL REINFORCING SHALL BE FABRICATED ACCORDING TO CRSI.

3. ALL REINFORCEMENT SHALL BE SUPPORTED AND HELD IN PLACE BY MANUFACTURED STEEL WIRE OR PLASTIC BAR SUPPORTS IN ACCORDANCE WITH CRSI. USE OF ANY OTHER MATERIALS WITHOUT WRITTEN

AUTHORIZATION BY THE SEOR IS PROHIBITED.

4. PROVIDE STANDARD 90° HOOKS IN ACCORDANCE WITH ACI 318 UNLESS NOTED OTHERWISE.

5. RESHAPING OF BARS AFTER INITIAL BENDING IS NOT PERMITTED.

6. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI318 AND THE TABLES PROVIDED WITH THESE DRAWINGS. WHERE THERE IS A CONFLICT, THE MORE STRINGENT REQUIREMENT

SHALL APPLY.

7. SPLICES FOR WELDED WIRE FABRIC SHALL BE TWO (2) INCHES IN ADDITION TO ONE SPACING OF CROSS

WIRES.

1. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90° BENDS AND EXTENSIONS AT

CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL REINFORCEMENT DETAILS.

2. ALL RE-ENTRANT CORNERS FOR SLAB-ON-GRADE CONSTRUCTION SHALL BE REINFORCED WITH (2) #4

BY 3'-0" LONG (MIN) AT 45° FROM THE SLAB EDGES AND AT SLAB MID-DEPTH.

3. WHERE REQUIRED AND UNLESS NOTED OTHERWISE, PROVIDE DOWELS TO MATCH SIZE AND SPACING

OF MAIN REINFORCEMENT.

4. DO NOT WELD REINFORCEMENT IN THE FIELD UNLESS SPECIFIED ON THE DRAWINGS OR APPROVED BY

THE SEOR.

5. FORMWORK MAY BE OMITTED FOR FOUNDATIONS PROVIDED EARTH IS FIRM AND STABLE AND

CONCRETE SURFACES WILL NOT BE EXPOSED TO PUBLIC VIEW. EXCAVATIONS SHALL BE CUT NEAT AND ACCURATE TO SIZE. LOOSE AND UNSTABLE MATERIALS SHALL BE COMPACTED OR REMOVED.

6. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDMENTS AND ANCHOR RODS WITH A TEMPLATE.

SECURELY ATTACH EMBEDMENT ITEMS TO FORMWORK OR REINFORCING.

7. PLACE CONCRETE IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS SO THAT NO NEW

CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR

PLANES OF WEAKNESS (COLD JOINTS).

8. PROVIDE CONSTRUCTION, CONTRACTION AND ISOLATION JOINTS AS INDICATED ON DRAWINGS.

HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY THE SEOR. PROPOSED JOINT LOCATIONS THAT ARE DIFFERENT OR IN ADDITION TO THE JOINT

LOCATIONS INDICATED ON THE DRAWINGS MUST BE REVIEWED AND APPROVED BY THE SEOR.

9. SURFACE OF CONCRETE CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED.

IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND

STANDING WATER REMOVED.

10. UNLESS NOTED OTHERWISE, CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4 INCH.

11. ALL INTERIOR SLABS-ON-GRADE SHALL BE PLACED OVER A 10 MIL (MINIMUM) VAPOR RETARDER. ALL EDGES OF THE VAPOR RETARDER SHALL BE LAPPED A MINIMUM OF 6 INCHES AND TAPED TO PREVENT

ANY AND ALL PASSAGE OF MOISTURE. PLACE, PROTECT, AND REPAIR SHEET VAPOR RETARDER

ACCORDING TO ASTM E 1643 AND MANUFACTURERS WRITTEN INSTRUCTIONS.

12. BEGIN CURING PROCEDURES IMMEDIATELY AFTER COMPLETING PLACEMENT AND CONTINUE FOR AT LEAST SEVEN (7) ACCEPTABLE DAYS. CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES AND MECHANICAL INJURY.

13. UNCOATED ALUMINUM MATERIALS ARE NOT PERMITTED TO BE EMBEDDED IN CONCRETE.

14. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE MIXTURE ON SITE UNLESS WATER IS WITHHELD AT THE PLANT AND NOTED AS SUCH ON THE BATCH TICKET. ONLY THE AMOUNT WITHHELD MAY BE ADDED ON SITE. ANY WATER ADDED OUTSIDE OF THIS PARAMETER CHANGES THE DESIGN SPECIFICATIONS OF THE APPROVED MIX AND MAY RESULT IN REJECTION OF THE BATCH AT THE

CONTRACTOR'S EXPENSE.

15. ALL CONCRETE SHALL BE VIBRATED BY MECHANICAL VIBRATORS.

METAL GRATINGS

A. A. STANDARDS

1. THE MORE STRINGENT REQUIREMENTS OF THE GOVERNING BUILDING CODE AND THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS STANDARD - 29

CFR PART NO. 1910 SUBPART D - WALKING-WORKING SURFACES.

2. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM) - METAL BAR GRATING

MANUAL (MBG 531)

B. B. MATERIALS

1. 1. ALUMINUM BAR..............................................ASTM B429, ALLOY 6061-T6

2. 2. STAINLESS STEEL FASTENERS...................ASTM A240/A666, TYPE 304

C. C. EXECUTION

1. EXAMINE SUPPORTING FRAME OR SLAB AND FIELD CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. PROCEED WITH

INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. COORDINATE/SCHEDULE CONNECTION OF BAR GRATING SYSTEM WITH ALL OTHER DISCIPLINES OF THE

PROJECT.

2. ALL BAR GRATING PANELS SHALL BE PERIMETER BANDED WITH BARS MATCHING DEPTH AND SIZE OF

CROSS BARS.

3. ALL CONCRETE SHALL BE VIBRATED BY MECHANICAL VIBRATORS.

SPECIAL INSPECTIONS

A. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE GOVERNING BUILDING CODE AND THE STATEMENT OF REQUIRED SPECIAL INSPECTIONS PREPARED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE.

B. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.

C. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING AN INDEPENDENT, QUALIFIED INSPECTOR AND/OR TESTING

LAB TO PERFORM ALL REQUIRED TESTING AND SPECIAL INSPECTIONS.

D. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL AND STRUCTURAL ENGINEER.

E. THE GENERAL CONTRACTOR SHALL ENSURE THE WORK REMAINS ACCESSIBLE FOR INSPECTION UNTIL THE WORK

HAS BEEN INSPECTED AND APPROVED.

F. SPECIAL INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER AT THEIR COMPLETION FOR REVIEW OF CONFORMANCE WITH THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS. REPORTS SHALL NOTE ANY

DEFICIENCIES FOR REVIEW BY THE ENGINEER.

SUBMITTAL REVIEW

A. SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. CORRECTIONS OR COMMENTS MADE ON THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMISSIONS, AND FROM COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CORRECTIONS OR COMMENTS DO NOT

AUTHORIZE AN INCREASE IN THE CONSTRUCTION BUDGET.

B. APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS OR PREVIOUS SHOP DRAWING REVIEW, UNLESS SPECIFICALLY NOTED THEREIN BY ENGINEER OF RECORD.

C. ANY CHANGES TO THE DESIGN CONCEPT SHOWN IN CONTRACT DOCUMENTS SHALL BE SUBMITTED IN WRITING AND

APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO SUBMITTING SHOP DRAWINGS.

D. SHOP DRAWINGS SHALL BE "APPROVED", SIGNED AND DATED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL

TO ENGINEER AND ARCHITECT OF RECORD.

E. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS.

F. DELEGATED ENGINEERING SUBMITTALS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF THE PROJECT.

G. SUBMITTAL REQUIREMENTS:

1. INFORMATION SUBMITTALS:

a. CONCRETE PRODUCTS

b. CONCRETE TEST REPORTS

2. ACTION SUBMITTALS:

a. CONCRETE MIX DESIGNS

b. CONCRETE REINFORCING SHOP DRAWINGS

c. METAL GRATING SHOP DRAWINGS

CONT.

G. THE FOLLOWING SPECIFIC ITEMS SHALL BE INSPECTED AND/OR TESTED BY THE TESTING LAB:

1. CONCRETE CONSTRUCTION AS REQUIRED BY IBC SECTION 1705.3 AND TABLE 1705.3, INCLUDING BUT NOT

LIMITED TO THE FOLLOWING:

a. PERIODIC INSPECTION OF REINFORCING STEEL MATERIAL AND PLACEMENT, DURING PLACEMENT OF

CONCRETE.

b. PERIODIC INSPECTION FOR VERIFICATION OF PROPER USE OF REQUIRED MIX DESIGN, MAINTENANCE OF

SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

c. PERIODIC INSPECTION OF FORMWORK.

d. PERIODIC INSPECTION DURING PREPARATION OF REQUIRED STRENGTH TEST SPECIMENS AND

PLACEMENT OF CONCRETE FOR PROPER APPLICATION OF TECHNIQUES.

e. CONTINUOUS INSPECTION OF POST-INSTALLED ADHESIVE ANCHORS RESISTING SUSTAINED TENSION

LOADS. PERIODIC INSPECTION OF ALL OTHER POST-INSTALLED MECHANICAL AND ADHESIVE ANCHORS IN

CONCRETE.

f. PERIODIC INSPECTION OF EPOXY ADHESIVE ANCHORS INSTALLED IN CONCRETE.

2. SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 1705.6 AND TABLE 1705.6

a. PERIODIC SPECIAL INSPECTION VERIFYING MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE

TO ACHIEVE THE DESIGN BEARING CAPACITY.

b. PERIODIC SPECIAL INSPECTION VERIFYING EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL.

c. PERIODIC SPECIAL INSPECTION OF CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

d. CONTINUOUS SPECIAL INSPECTION VERIFYING THE USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

e. PERIODIC SPECIAL INSPECTION PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

f. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS AND

PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL

REPORT.

g. ALL EXCAVATIONS AND EARTH FORMS SHALL BE INSPECTED BY THE LOCAL BUILDING INSPECTOR AND INSPECTED BY THE GEOTECHNICAL ENGINEER AND/OR ENGINEER PRIOR TO PLACING CONCRETE.

\\fi les

\pr oje cts \85

\85

-0

W G\

St ru ctu ra l\8

.dw g, S-

2, 9/5

/20

:22

:16 A

M, V ier ck

, W es ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

NG3000 PSI 4000 PSI 4500 PSI 5000 PSIBAR

SIZE

22 33 19 28 18

15 22 14

17 25 13 20

24 35 23 34 18 27 17 26

31 47 30

34 50 26 39

49 73

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

GRADE 60 BAR

BAR SPACING

#3 3/8" Ø

#4 1/2" Ø

#5 5/8" Ø

#6 3/4" Ø

#7 7/8" Ø

#8 1" Ø #9

1.128" Ø #10

1.270" Ø #11

1.410" Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

BAR

SIZE

28 42 25 37 23

19 28 18

22 33 17 25

31 46 29 44 24 35 23 34

41 61 38

44 65 34 50

63 95

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

TOP BARS:

OTHER BARS:

GRADE 60 BAR

BAR SPACING

#3 3/8" Ø

#4 1/2" Ø

#5 5/8" Ø

#6 3/4" Ø

#7 7/8" Ø

#8 1" Ø #9

1.128" Ø #10

1.270" Ø #11

1.410" Ø

TENSION BAR DEVELOPMENT LENGTH

TENSION BAR LAP SPLICE LENGTH FOR CLASS B SPLICES

LOCATION

28 DAY NOMINAL MAX

AGGREGATE SIZE

CONCRETE STRENGTH REQUIREMENTS-ENVIROMENTAL CONCRETE

MIX

3000 PSI 4000 PSI 4500 PSI 5000 PSI

TABLE NOTES:

LENGTHS APPLY TO UNCOATED REINFORCEMENT IN NORMAL WEIGHT CONCRETE ONLY.

TOP BARS REFERS TO HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES

OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

TABLE NOTES:

LENGTHS APPLY TO UNCOATED REINFORCEMENT IN NORMAL WEIGHT CONCRETE ONLY.

TOP BARS REFERS TO HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES

OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

MIN COMPRESSIVE

STRENGTH (f'c) MIX REQUIREMENTS

56 DAY7 DAY

A BASE MAT NR 5,000 PSI NR 1-1/2" 4.5%

B WALLS NR 5,000 PSI NR 1 1/2" 5.5%

NOTES:

NR = NO REQUIREMENT.

REFERENCE ACI 350 FOR MIX DESIGN REQUIREMENTS

ALL CONCRETE SHALL BE BATCHED, MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

(3) Bar Ø or More

Less Than

(3) Bar Ø

AIR

CONTENT

MAX W/C

RATIO

0.40

LOCATION

28 DAY F

CONCRETE STRENGTH REQUIREMENTS-OTHER CONCRETE

MIX

MIN COMPRESSIVE

STRENGTH (f'c) EXPOSURE CATEGORIES

56 DAY7 DAY

C SLAB ON GRADE NR 5,000 PSI NR F2 W1

NOTES:

NR = NO REQUIREMENT.

REFERENCE ACI 318 FOR MIX DESIGN REQUIREMENTS FOR EACH EXPOSURE CATEGORY.

ALL CONCRETE SHALL BE BATCHED, MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.

S W C

FOUNDATION PLAN

SLAB/GRATING PLAN

0 1 INCH

GRAPHIC SCALE

\\fi les

\pr oje cts \85

\85

-0

W G\

St ru ctu ra l\8

.dw g, S-

1, 9/5

/20

:22

:21 A

M, V ier ck

, W es ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

LONGITUDINAL SECTION

TRANSVERSE SECTION TRANSVERSE SECTION

\\fi les

\pr oje cts \85

\85

-0

W G\

St ru ctu ra l\8

.dw g, S-

1, 9/5

/20

:22

:26 A

M, V ier ck

, W es ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

WALL OPENING REINF DETAIL

TYP INTERSECTION REINFTYP CORNER REINFTYP WALL CONSTRUCTION JOINT (CJ)

TYPICAL TURN-DOWN SLAB DETAIL

GRADE

3/4" R

CONC SLAB

RE: PLAN

#4 @ 18 OC

#4 @ 12" OC EW

CJ OPTIONAL

EDGE ANGLE DETAIL

TYPICAL GRATING

1 12" ALUMINUM CURB ANGLE

GRATING

RE: PLAN

BASE MAT OPENING REINF DETAIL

TYPICAL PIPE PENETRATION DETAIL

(6) 7/8" DIA HEAVY HEX

HEAD ANCHORS

EMBEDDED 12"

#5 @ 12" OC T&B EW

TOC

NOTES:

1. DIAMETER (D) = 7/8" (VERIFY W/ MANUFACTURER)

2. PROJECTION (P) AS REQ'D BY MANUFACTURER

3. ANCHOR RODS SHALL BE ASTM F1554, 36 KSI UNLESS NOTED OTHERWISE

HEAVY HEX NUT

(TACK WELD TO ROD)

(2) HEAVY HEX

NUTS W/ WASHER

ANCHOR ROD DETAIL

TYPICAL ISOLATION JOINT (IJ)

CONC SLAB

RE: PLAN

JOINT SEALANT

1/2" THICK MANUFACTURED JOINT

FILLER FULL DEPTH OF SLAB

EXIST OR PREVIOUS

CONCRETE CONSTRUCTION

SECTION AT CRANE FND

#4 X 2'-0" @ 6"OC

6" EMBEDMENT

\\fi les

\pr oje cts \85

\85

-0

W G\

St ru ctu ra l\8

.dw g, S-

1, 9/5

/20

:22

:31 A

M, V ier ck

, W es ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1.d wg

, D

1, 9/3

/20

:17 P

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

D-001

R A

C P

R O

\\fi les

\pr oje cts \85

\85

-0

W G\

Pl an

S et\

-0

1.d wg

, D

1, 9/4

/20

:20

:55 A

M, F os ter

, K ay ley

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

D-301

D U

A N

D S

O N

\85

-0

W G\

Pl an

S et\

-0

1.d wg

, E -0

, 9

/5/

:29

P M, A nd er so n, Ma rk

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

E001

A L

A N

D N

REGISTERED

PROFESSIONAL

ENGINEER

PE090527

W EAN LO TM H

M O

O F

AE I

N NN AS VY L

STEVEN SABACKY

\85

-0

W G\

Pl an

S et\

-0

2.d wg

, E -0

, 9

/5/

:23

P M, A nd er so n, Ma rk

Project No.:

Sheet No.:

Date:

1 2 3 4 5 6 7 8 9 10

SEAL

3000 WESTINGHOUSE DRIVE

SUITE 400

CRANBERRY TWP, PA 16066

(877) 323-6603

Larson Design Group

8541-009

, P

7 R

2025-09-05

-0

E002

A L

O N

A. ALL ELECTRICAL WORK TO CONFORM TO:

1. NFPA 70 (NATIONAL ELECTRIC CODE) - CURRENT VERSION

2. NECA (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION) - STANDARD OF INSTALLATION

3. NETA ATS (INTERNATIONAL ELECTRICAL TESTING ASSOCIATION) - ACCEPTANCE TESTING

SPECIFICATIONS FOR ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND SYSTEMS.

4. NFPA 72 (NATIONAL FIRE PROTECTION ASSOCIATION - NATIONAL FIRE ALARM CODE).

5. ALL APPLICABLE LOCAL CODES.

B. ALL WORK SHOWN ON THIS DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS CLEARLY

INDICATED AS PART OF ANOTHER PRIME CONTRACT.

C. PROVIDE TEMPORARY POWER REQUIRED FOR ALL TRADES.

D. MATCH OWNERS EXISTING STANDARD EQUIPMENT.

E. COORDINATE WORK TO MINIMIZE OUTAGE DURATION.

F. OBTAIN ALL REQUIRED PERMITS & INSPECTIONS.

G. PROVIDE FOR ELECTRICAL INSPECTIONS AND SUBMIT REPORTS TO THE OWNER.

H. SUBMIT O&M MANUALS TO OWNER UPON COMPLETION OF WORK.

I. PROVIDE TRAINING SESSION FOR DESIGNATED MAINTENEANCE PERSONNEL.

J. PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, EXCLUDING WIRE, CONDUIT, AND FASTENERS.

1. HANDHOLES.

2. PANELBOARDS - SHOP DRAWINGS (INDICATE OUTLINE AND SUPPORT POINT DIMENSIONS, VOLTAGE, MAIN BUS AMPACITY, INTEGRATED SHORT CIRCUIT AMPERE RATING, CIRCUIT BREAKER AND FUSIBLE SWITCH ARRANGEMENT AND SIZES) AND CATALOG DATA SHOWING SPECIFIED FEATURES OF STANDARD

PRODUCTS.

3. ENCLOSED SWITCHES - SWITCH RATINGS AND ENCLOSURE DIMENSIONS.

4. DEVICES - MANUFACTURER'S CATALOG INFORMATION SHOWING DIMENSIONS, COLORS, AND

CONFIGURATIONS.

5. LUMINAIRES (INCLUDING EMERGENCY & EXIT FIXTURES) - CATALOG INFORMATION SHOWING

DIMENSIONS, RATINGS, AND PERFORMANCE DATA.

K. SELECT MATERIALS, SIZES, AND TYPES OF ANCHORS, FASTENERS, AND SUPPORTS TO CARRY LOADS OF

EQUIPMENT AND RACEWAY, INCLUDING WEIGHT OF WIRE AND CABLE IN RACEWAY.

A. GROUNDING SYSTEM RESISTANCE: 25 OHMS.

B. GROUNDING SYSTEMS:

1. MECHANICAL CONNECTORS: BRONZE CONNECTORS, SUITABLE FOR GROUNDING AND BONDING

APPLICATIONS, IN CONFIGURATIONS REQUIRED FOR PARTICULAR INSTALLATION.

C. EXOTHERMIC CONNECTIONS: EXOTHERMIC MATERIALS, ACCESSORIES, AND TOOLS FOR PREPARING AND

MAKING PERMANENT FIELD CONNECTIONS BETWEEN GROUNDING SYSTEM COMPONENTS.

D. WIRE: STRANDED COPPER.

E. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA 70 AND LOCAL MUNICIPALITY REQUIREMENTS.

F. INSTALLATION:

1. EQUIPMENT GROUNDING CONDUCTOR: INSTALL SEPARATE, INSULATED CONDUCTOR WITHIN EACH FEEDER AND BRANCH CIRCUIT RACEWAY. TERMINATE EACH END ON SUITABLE LUG, BUS, OR BUSHING.

2. DO NOT FASTEN SUPPORTS TO PIPES, DUCTS, MECHANICAL EQUIPMENT, OR CONDUIT.

3. OBTAIN PERMISSION FROM ARCHITECT/ENGINEER BEFORE USING POWDER-ACTUATED ANCHORS OR

DRILLING OR CUTTING STRUCTURAL MEMBERS.

A. ANCHORS & FASTENERS TO BE CORROSION RESISTANT.

B. ANCHOR AND FASTEN ELECTRICAL PRODUCTS TO BUILDING ELEMENTS AND FINISHES AS FOLLOWS:

1. CONCRETE STRUCTURAL ELEMENTS: PROVIDE EXPANSION ANCHORS.

2. STEEL STRUCTURAL ELEMENTS: PROVIDE BEAM CLAMPS AND SPRING STEEL CLIPS.

3. CONCRETE SURFACES: PROVIDE EXPANSION ANCHORS.

4. HOLLOW MASONRY, PLASTER, AND GYPSUM BOARD PARTITIONS: PROVIDE TOGGLE BOLTS AND HOLLOW

WALL FASTENERS.

5. SOLID MASONRY WALLS: PROVIDE EXPANSION ANCHORS.

6. SHEET METAL: PROVIDE SHEET METAL SCREWS.

7. WOOD ELEMENTS: PROVIDE WOOD SCREWS.

C. SUPPORTS:

1. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR FORMED STEEL MEMBERS. RIGIDLY WELD

MEMBERS OR INSTALL HEXAGON HEAD BOLTS TO PRESENT NEAT APPEARANCE WITH ADEQUATE

STRENGTH AND RIGIDITY. INSTALL SPRING LOCK WASHERS UNDER NUTS.

2. INSTALL SURFACE MOUNTED CABINETS AND PANELBOARDS WITH MINIMUM OF FOUR ANCHORS.

3. IN WET AND DAMP LOCATIONS INSTALL STEEL CHANNEL SUPPORTS TO STAND CABINETS AND

PANELBOARDS 1 INCH OFF WALL.

4. INSTALL SHEET METAL CHANNEL TO BRIDGE STUDS ABOVE AND BELOW CABINETS AND PANELBOARDS

RECESSED IN HOLLOW PARTITIONS.

A. PRIOR TO CONSTRUCTION & INSTALLATION, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT/ENGINEER OF CONFLICTS OR CONDITIONS WHICH INTERFERE WITH INSTALLATION AS SET

FORTH IN CONTRACT DOCUMENTS.

B. CONTRACTOR RESPONSIBLE FOR ALL NEW FLOOR OPENINGS, EXCAVATIONS, AND

PENETRATIONS,UNLESS SPECIFICALLY NOTED. UNLESS SPECIFICALLY NOTED, UPON COMPLETION, ALL PENETRATIONS TO BE SEALED TO MAINTAIN FIRE RATING AS SPECIFIED ON ARCHITECTURAL DRAWINGS.

C. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS CLEARLY

INDICATED AS PART OF ANOTHER PRIME CONTRACT.

D. COORDINATE ANY NEW ROOF PENETRATIONS WITH THE OTHER TRADES.

E. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION.

F. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK.

G. MAINTAIN ACCESS TO EXISTING BOXES AND OTHER INSTALLATIONS REMAINING ACTIVE AND REQUIRING

ACCESS. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL.

H. EXTEND EXISTING RACEWAY AND BOX INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE

WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED.

I. CLEAN AND REPAIR EXISTING COMPONENTS TO REMAIN OR TO BE REINSTALLED.

J. PROVIDE ACCESS TO EXISTING WIRING CONNECTIONS REMAINING ACTIVE AND REQUIRING ACCESS.

MODIFY INSTALLATION OR INSTALL ACCESS PANEL.

K. EXTEND EXISTING CIRCUITS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL

INSTALLATIONS, OR AS SPECIFIED.

L. RING OUT CIRCUITS IN EXISTING PANEL AFFECTED BY THE WORK. WHERE ADDITIONAL CIRCUITS ARE

NEEDED, REUSE CIRCUITS AVAILABLE FOR REUSE. INSTALL NEW BREAKERS.

M. TAG UNUSED CIRCUITS AS SPARE AND SWITCH BREAKER TO THE "OFF" POSITION.

N. WHERE EXISTING CIRCUITS ARE INDICATED TO BE REUSED, USE SENSING MEASURING DEVICES TO

VERIFY CIRCUITS FEEDING PROJECT AREA OR ARE NOT IN USE.

O. PROVIDE NEW UPDATED DIRECTORIES WHERE MORE THAN THREE CIRCUITS HAVE BEEN MODIFIED OR

REWIRED.

P. IDENTIFY SALVAGE ITEMS IN COOPERATION WITH OWNER. REMOVE AND PROTECT ITEMS TO BE

SALVAGED AND TURN OVER TO OWNER.

Q. CAREFULLY REMOVE EQUIPMENT, MATERIALS, OR FIXTURES WHICH ARE TO BE REUSED.

A. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD

DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER BEFORE DISTURBING EXISTING

INSTALLATION.

B. CEASE OPERATIONS IMMEDIATELY WHEN STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY

ARCHITECT/ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED.

C. VERIFY WIRING AND EQUIPMENT INDICATED TO BE DEMOLISHED SERVE ONLY ABANDONED FACILITIES.

D. PROVIDE TEMPORARY EGRESS SIGNAGE AND EMERGENCY LIGHTING.

E. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL.

REMOVE CONDUIT, WIRE, BOXES, AND FASTENING DEVICES TO AVOID ANY INTERFERENCE WITH NEW

INSTALLATION.

F. INSTALL TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION.

G. REMOVE EXPOSED ABANDONED WIRE, CABLE, CONDUIT, GROUNDING AND BONDING COMPONENTS, FASTENERS AND SUPPORTS, AND ELECTRICAL IDENTIFICATION COMPONENTS, INCLUDING ABANDONED

COMPONENTS ABOVE ACCESSIBLE CEILING FINISHES. CUT EMBEDDED CONDUITS AND SUPPORT

ELEMENTS FLUSH WITH WALLS AND FLOORS. PATCH SURFACES DAMAGED BY REMOVAL OF EXISTING

COMPONENTS.

H. DISCONNECT ABANDONED CIRCUITS AND OUTLETS AND REMOVE ABANDONED RACEWAY, OUTLETS, BOXES, WIRE, AND CABLE INCLUDING ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH WITH

WALLS AND FLOORS, AND PATCH SURFACES. REMOVE CONCEALED ABANDONED RACEWAY TO ITS

SOURCE.

I. RECONNECT EQUIPMENT BEING DISTURBED BY RENOVATION WORK AND REQUIRED FOR CONTINUED SERVICE TO NEAREST AVAILABLE PANEL. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO

ACCOMMODATE NEW CONSTRUCTION.

J. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK.

K. CLEAN AND REPAIR EXISTING EQUIPMENT TO REMAIN (AFFECTED BY THE SCOPE OF THE PROJECT) OR TO

BE REINSTALLED.

L. PROTECT AND RETAIN POWER TO EXISTING ACTIVE EQUIPMENT REMAINING.

M. CAP ABANDONED EMPTY CONDUIT AT BOTH ENDS AND MARK AS SPARE.

A. PROVIDE RACEWAY AND BOXES LOCATED AS INDICATED, AND AT OTHER LOCATIONS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND COMPLIANCE WITH REGULATORY REQUIREMENTS. RACEWAY AND BOXES ARE SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED.

PROVIDE RACEWAY TO COMPLETE WIRING SYSTEM.

B. UNDERGROUND MORE THAN 5 FEET OUTSIDE FOUNDATION WALL: PROVIDE SCHEDULE 80 PVC. PROVIDE

CAST METAL BOXES OR NONMETALLIC HANDHOLES WHERE REQUIRED.

C. UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL: PROVIDE RIGID STEEL CONDUIT OR THICKWALL

NONMETALLIC CONDUIT (SCHEDULE 80 PVC). PROVIDE CAST METAL OR NONMETALLIC BOXES.

D. IN OR UNDER SLAB ON GRADE: PROVIDE THICK WALL NONMETALLIC CONDUIT. PROVIDE CAST OR

NONMETALLIC METAL BOXES.

E. OUTDOOR LOCATIONS, ABOVE GRADE: PROVIDE PVC COATED RIGID STEEL CONDUIT. PROVIDE CAST

METAL OR NONMETALLIC OUTLET, PULL, AND JUNCTION BOXES.

F. IN SLAB ABOVE GRADE: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST NONMETALLIC

BOXES.

G. WET AND DAMP LOCATIONS: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST METAL OR NONMETALLIC OUTLET, JUNCTION, AND PULL BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED

AREAS.

H. CONCEALED DRY LOCATIONS: PROVIDE ELECTRICAL METALLIC TUBING. PROVIDE SHEET-METAL BOXES.

PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED ENCLOSURE FOR LARGE

PULL BOXES.

I. MINIMUM RACEWAY SIZE: 3/4 INCH UNLESS OTHERWISE SPECIFIED.

J. ARRANGE RACEWAY AND BOXES TO MAINTAIN HEADROOM AND PRESENT NEAT APPEARANCE. GROUP

RELATED RACEWAY; SUPPORT USING CONDUIT RACK; PROVIDE SPACE ON EACH FOR 25 PERCENT

ADDITIONAL RACEWAYS.

K. RACEWAY ROUTING IS SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ROUTE TO COMPLETE

WIRING SYSTEM.

L. DO NOT SUPPORT RACEWAY WITH WIRE, PERFORATED PIPE STRAPS, CEILING SUPPORT WIRES OR OTHER

PIPING SYSTEMS.

M. ROUTE EXPOSED & ABOVE ACCESSIBLE CEILINGS RACEWAY PARALLEL AND PERPENDICULAR TO WALLS.

N. DO NOT CROSS CONDUITS IN SLAB.

O. INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. INSTALL CONDUIT

BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS. INSTALL FACTORY ELBOWS FOR

BENDS IN METAL CONDUIT LARGER THAN 2 INCH SIZE.

P. AVOID MOISTURE TRAPS; INSTALL JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS IN CONDUIT

SYSTEM.

Q. INSTALL FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE RACEWAY CROSSES SEISMIC, CONTROL AND EXPANSION JOINTS.

R. INSTALL SUITABLE PULL STRING OR CORD IN EACH EMPTY RACEWAY EXCEPT SLEEVES AND NIPPLES.

S. CLOSE ENDS AND UNUSED OPENINGS IN WIREWAY.

T. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED AREAS

ONLY.

U. IN ACCESSIBLE CEILING AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM

CEILING ACCESS PANEL OR FROM REMOVABLE RECESSED LUMINAIRE.

V. LOCATE FLUSH MOUNTING BOX IN MASONRY WALL TO REQUIRE CUTTING OF MASONRY UNIT CORNER

ONLY. COORDINATE MASONRY CUTTING TO ACHIEVE NEAT OPENING.

W. DO NOT INSTALL FLUSH MOUNTING BOX BACK-TO-BACK IN WALLS; INSTALL WITH MINIMUM 6 INCHES

SEPARATION. INSTALL WITH MINIMUM 24 INCHES SEPARATION IN ACOUSTIC RATED WALLS.

X. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES OR OTHER PIPING SYSTEMS.

Y. SUPPORT BOXES INDEPENDENTLY OF CONDUIT.

Z. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS.

AA. SET FLOOR BOXES LEVEL AND FLUSH WITH FINISH FLOORING MATERIAL

AB. INSTALL CONDUIT TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS.

AC. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK OR THROUGH SUITABLE ROOF

JACK WITH PITCH POCKET

AD. ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES.

A. MANUFACTURERS:

1. EATON.

2. ABB.

3. SIEMENS/ITE.

4. SQUARE D.

B. BOLT-ON CIRCUIT BREAKER TYPE, DISTRIBUTION ,LIGHTING AND APPLIANCE BRANCH CIRCUIT

PANELBOARD.

C. PANELBOARD BUS: COPPER CURRENT CARRYING COMPONENTS, RATINGS AS INDICATED ON

DRAWINGS. FURNISH COPPER GROUND BUS IN EACH PANELBOARD; FURNISH INSULATED GROUND

BUS AS INDICATED ON DRAWINGS.

D. MINIMUM INTEGRATED SHORT CIRCUIT RATING: 22,000 AMPERES RMS SYMMETRICAL FOR 240 VOLT

PANELBOARDS; 65,000 AMPERES RMS SYMMETRICAL FOR 480 VOLT PANELBOARDS.

E. MOLDED CASE CIRCUIT BREAKERS: NEMA AB 1, BOLT-ON TYPE THERMAL MAGNETIC TRIP CIRCUIT

BREAKERS, WITH COMMON TRIP HANDLE FOR ALL POLES, LISTED AS TYPE SWD FOR LIGHTING

CIRCUITS, TYPE HACR FOR AIR CONDITIONING EQUIPMENT CIRCUITS, CLASS A GROUND FAULT

INTERRUPTER CIRCUIT BREAKERS AS INDICATED ON DRAWINGS. DO NOT USE TANDEM CIRCUIT

BREAKERS.

F. ENCLOSURE: NEMA PB 1, TYPE 1

G. CABINET BOX: 6 INCHES DEEP, 20 INCHES WIDE FOR 240 VOLT AND LESS PANELBOARDS, 20 INCHES

WIDE FOR 480 VOLT PANELBOARDS.

H. CABINET FRONT: SURFACE DOOR-IN-DOOR TYPE, FASTENED WITH HINGE AND LATCH, HINGED

DOOR WITH FLUSH LOCK, METAL DIRECTORY FRAME, FINISHED IN MANUFACTURER'S STANDARD

GRAY ENAMEL. OUTER PANELBOARD TRIMS SHALL COVER ALL LIVE PARTS. SWITCHING DEVICE

HANDLES SHALL BE ACCESSIBLE.

I. SURFACE TRIMS SHALL BE SAME HEIGHT AND WIDTH AS BOX. FLUSH TRIMS SHALL OVERLAP THE

BOX BY 3/4 OF AN INCH ON ALL SIDES.

J. INSTALL RECESSED PANELBOARDS FLUSH WITH WALL FINISHES.

K. HEIGHT: 6 FEET TO TOP OF PANELBOARD; INSTALL PANELBOARDS TALLER THAN 6 FEET WITH

BOTTOM NO MORE THAN 4 INCHES ABOVE FLOOR.

L. INSTALL FILLER PLATES FOR UNUSED SPACES IN PANELBOARDS.

M. PROVIDE TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD PER

ARICHTECTURAL ROOM DESIGNATIONS. REVISE DIRECTORY TO REFLECT CIRCUITING CHANGES TO

BALANCE PHASE LOADS.

N. MARK UNUSED CIRCUIT BREAKERS AS SPARE AND SWITCH TO OFF POSITION.

O. MEASURE STEADY STATE LOAD CURRENTS AT EACH PANELBOARD FEEDER; REARRANGE CIRCUITS

IN PANELBOARD TO BALANCE PHASE LOADS TO WITHIN 20 PERCENT OF EACH OTHER. MAINTAIN

PROPER PHASING FOR MULTI-WIRE BRANCH CIRCUITS.

A. MANUFACTURERS:

1. EATON.

2. SQUARE D.

3. ABB.

4. SIEMENS.

B. PRODUCT DESCRIPTION: NEMA KS 1, TYPE HD WITH EXTERNALLY OPERABLE HANDLE

INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION, ENCLOSED

LOAD INTERRUPTER KNIFE SWITCH. HANDLE LOCKABLE IN OFF POSITION, WITH PROVISIONS FOR

THREE PADLOCKS.

C. SWITCH MECHANISM: TO BE QUICK-MAKE, QUICK-BREAK SUCH THAT, DURING NORMAL OPERATION

OF THE SWITCH, THE OPERATION OF THE CONTACTS SHALL NOT BE CAPABLE OF BEING

RESTRAINED BY THE OPERATING HANDLE AFTER THE CLOSING OR OPENING ACTION OF THE

CONTACTS HAS STARTED.

D. FUSE CLIPS: DESIGNED TO ACCOMMODATE NEMA FU 1, CLASS R, J FUSES.

E. ENCLOSURE: NEMA CONFIGURATION TO MEET CONDITIONS

1. INTERIOR DRY LOCATIONS: TYPE 1.

2. EXTERIOR LOCATIONS: TYPE 3R.

3. INDUSTRIAL LOCATIONS: TYPE 4X.

F. SERVICE ENTRANCE: SWITCHES IDENTIFIED FOR USE AS SERVICE EQUIPMENT ARE TO BE LABELED

FOR THIS APPLICATION. FURNISH SOLID NEUTRAL ASSEMBLY AND EQUIPMENT GROUND BAR.

G. FURNISH SWITCHES WITH ENTIRELY COPPER CURRENT CARRYING PARTS.

H. SWITCH RATING: HORSEPOWER RATED FOR AC AS INDICATED ON DRAWINGS.

I. SHORT CIRCUIT CURRENT RATING: 200,000 RMS SYMMETRICAL AMPERES WHEN USED WITH OR

PROTECTED BY CLASS R OR CLASS J FUSES (30-600 AMPERE SWITCHES EMPLOYING APPROPRIATE

FUSE REJECTION SCHEMES).

J. HEIGHT: 5 FEET TO OPERATING HANDLE.

K. INSTALL FUSES FOR FUSIBLE DISCONNECT SWITCHES.

A. MANUFACTURERS:

1. PASS & SEYMOUR LEGRAND.

2. HUBELL.

3. LEVITON.

4. GENERAL ELECTRIC.

B. PRODUCT DESCRIPTION: NEMA WD 1, HEAVY-DUTY, AC ONLY SPECIFICATION GRADE

SWITCH/RECEPTACLE. ALL DEVICES TO BE SPECIFICATION GRADE OR BETTER.

C. BODY / HANDLE: IVORY PLASTIC WITH TOGGLE HANDLE.

D. RATINGS: MATCH BRANCH CIRCUIT AND LOAD CHARACTERISTICS, MINIMUM 20A.

E. GFCI RECEPTACLE: CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT

INTERRUPTER TO MEET REGULATORY REQUIREMENTS.

E. WP RECEPTACLE: (WEATHERPROOF) TO BE GFI PROTECTED.

A. PROVIDE PRODUCTS AS FOLLOWS:

1. SOLID CONDUCTOR FOR FEEDERS AND BRANCH CIRCUITS 10 AWG AND SMALLER.

2. STRANDED CONDUCTORS FOR CONTROL CIRCUITS.

3. CONDUCTOR NOT SMALLER THAN #12 AWG FOR POWER AND LIGHTING CIRCUITS.

4. CONDUCTOR NOT SMALLER THAN #16 AWG FOR CONTROL CIRCUITS.

5. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET.

6. 10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET.

B. WIRING METHODS: PROVIDE THE FOLLOWING WIRING METHODS:

1. CONCEALED DRY INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN

RACEWAY.

2. ABOVE ACCESSIBLE CEILINGS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN

RACEWAY.

3. WET OR DAMP INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN

RACEWAY.

4. UNDERGROUND LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN RACEWAY.

C. WIRE AND CABLE ROUTING INDICATED IS APPROXIMATE UNLESS DIMENSIONED. INCLUDE WIRE AND CABLE

LENGTHS WITHIN 10 FT OF LENGTH SHOWN.

D. COMPLETELY AND THOROUGHLY SWAB RACEWAY BEFORE INSTALLING WIRE.

E. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS.

F. SPECIAL TECHNIQUES--BUILDING WIRE IN RACEWAY:

1. PULL CONDUCTORS INTO RACEWAY AT SAME TIME.

2. INSTALL BUILDING WIRE 4 AWG AND LARGER WITH PULLING EQUIPMENT.

G. SPECIAL TECHNIQUES - CABLE:

1. PROTECT EXPOSED CABLE FROM DAMAGE.

2. SUPPORT CABLES ABOVE ACCESSIBLE CEILING, USING SPRING METAL CLIPS OR CABLE TIES TO

SUPPORT CABLES FROM STRUCTURE OR CEILING SUSPENSION SYSTEM. DO NOT REST CABLE ON

CEILING PANELS.

3. USE SUITABLE CABLE FITTINGS AND CONNECTORS.

H. SPECIAL TECHNIQUES - DIRECT BURIAL CABLE:

1. TRENCH AND BACKFILL FOR DIRECT BURIAL CABLE INSTALLATION. INSTALL WARNING TAPE ALONG

ENTIRE LENGTH OF DIRECT BURIAL CABLE, WITHIN 3 INCHES OF GRADE.

2. USE SUITABLE DIRECT BURIAL CABLE FITTINGS AND CONNECTORS.

I. SPECIAL TECHNIQUES - WIRING CONNECTIONS:

1. CLEAN CONDUCTOR SURFACES BEFORE INSTALLING LUGS AND CONNECTORS.

2. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITH NO

PERCEPTIBLE TEMPERATURE RISE.

3. TAPE UNINSULATED CONDUCTORS AND CONNECTORS WITH ELECTRICAL TAPE TO 150 PERCENT OF

INSULATION RATING OF CONDUCTOR.

4. INSTALL SPLIT BOLT CONNECTORS OR MULTI-TAP BLOCKS FOR COPPER CONDUCTOR SPLICES AND

TAPS, 6 AWG AND LARGER.

5. INSTALL SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER

CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER.

6. INSTALL INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER CONDUCTOR

SPLICES AND TAPS, 10 AWG AND SMALLER.

7. TERMINATE EXISTING ALUMINUM CONDUCTORS WITH TIN-PLATED, ALUMINUM-BODIED COMPRESSION

CONNECTORS ONLY. FILL WITH ANTI-OXIDANT COMPOUND BEFORE INSTALLING CONDUCTOR.

8. INSTALL SUITABLE REDUCING CONNECTORS OR MECHANICAL CONNECTOR ADAPTORS FOR

CONNECTING ALUMINUM CONDUCTORS TO COPPER CONDUCTORS.

J. GROUND CONDUCTORS:

1. FOR 6 AWG AND SMALLER: GREEN.

2. FOR 4 AWG AND LARGER: IDENTIFY WITH GREEN TAPE AT BOTH ENDS AND VISIBLE POINTS

INCLUDING JUNCTION BOXES.

K. ALL WIRING SHALL BE #12 CU UNLESS SPECIFIED OTHERWISE.

A. IDENTIFY ELECTRICAL COMPONENTS AS FOLLOWS:

1.ENGRAVED LAMINATED PLASTIC NAMEPLATE FOR EACH ELECTRICAL DISTRIBUTION, CONTROL

EQUIPMENT ENCLOSURE, AND COMMUNICATION CABINET.

2.CLOTH TYPE WIRE MARKER FOR EACH CONDUCTOR AT PANELBOARD GUTTERS, AND PULL

BOXES.

3.RACEWAY MARKER FOR EACH RACEWAY WHERE IT STUBS ABOVE THE CEILING OR BELOW THE

FLOOR.

4.UNDERGROUND WARNING TAPE ALONG LENGTH OF EACH UNDERGROUND RACEWAY OR

CABLE, 3" BELOW FINISHED GRADE. TAPE TO BE 4-INCH WIDE PLASTIC TAPE, DETECTABLE

TYPE, COLORED YELLOW WITH SUITABLE WARNING LEGEND DESCRIBING BURIED

ELECTRICAL LINES.

A. INSTALL FIRESTOPPING TO MAINTAIN ALL RATINGS AT ALL FIRE SEPARATIONS.

B. FIRE RATED SURFACE:

1.SEAL OPENING AT AS FOLLOWS:

C. INSTALL 12 GAGE STEEL SLEEVE THROUGH OPENING AND EXTENDING BEYOND MINIMUM OF 1 INCH

ON EACH SIDE OF BUILDING ELEMENT.

D. SIZE SLEEVE ALLOWING MINIMUM OF 1 INCH VOID BETWEEN SLEEVE AND BUILDING ELEMENT.

E. PACK VOID WITH BACKING MATERIAL.

F. SEAL ENDS OF SLEEVE WITH UL LISTED FIRE RESISTIVE SILICONE COMPOUND TO MEET FIRE

RATING OF STRUCTURE PENETRATED.

1.WHERE CABLE TRAY, BUS, CABLE BUS, CONDUIT, WIREWAY, OR TROUGH PENETRATES FIRE

RATED SURFACE, INSTALL FIRESTOPPING PRODUCT IN ACCORDANCE WITH

MANUFACTURER'S PUBLISHED INSTRUCTIONS.

G. NON-RATED SURFACES:

1.SEAL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 9, 2025.