Attachment 10 - MAHG11-1042 Repair Bryan Hall_Addendum 1.pdf

Kyle Kish

Eley Guild Hardy Architects

1041 Tommy Munro Drive

Biloxi, MS 39532

RE: Asbestos Inspection

Asbestos Inspection Report

Enclosed are the results of the survey performed by the industrial hygiene department on 09/09/2021. If you have any questions concerning this report please feel free to contact Dave Bingham, Industrial Hygiene Supervisor.

Work Order #: 2109190

September 10, 2021

Dear Kyle Kish

6500 Sunplex Drive

Ocean Springs, MS 39564

228.875.6420 Phone

228.875.6423 Fax

Keesler AFB Bryan Hall ACM

Mitch Spicer

Lab Director

Mailing Address:

PO Box 1410

Ocean Springs, MS

39566-1410

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T h e s c o p e o f s e rv ic e s i n c lu d e d a l im it e d v is u a l s u rv e y o f th e p ro p e rt y T h e s u rv e ry f o c u s e s o n t h e d e te c ti o n o f v is ib le s u s p e c t a s b e s to m te ri a ls

T h e r e s u lt s o f th is s u rv e y a re p re s e n te d i n t h e f o llo w in g r e p o rt

In a d d it io n t o t h e v is u a l s u rv e ry if a s b e s to s s a m p le s w e re t a k e n p e r c lie n t re q u e s t, t h e r e s u lt s o f c o m p le te d l a b o ra to ry a n a ly s is a re i n c lu d e a n a tt a c h m e n t to t h is r e p o rt

O ft e n m a te ri a ls a re l o c a te d i n c o n fi n e d o r in a c c e s s ib le l o c a ti o n s w it h l it tl e o r n o v is ib le m a n if e s ta ti o n o f th ir re s e n c e T h e s e m a te ri a ls m a y b e f o u n d i n v a ri o u s a re a s s u c h a s u n d e r e x is ti n g f lo o ri n g m a te ri a ls a b o v e c e ili n g s b e h in d w a lls m a te ri ls w it h in f ix tu re s e le c tr ic a l w ir in g c a s in g o r b u ri e d p ip e s a n d w ir e s B e c a u s e o f th e p o te n ti a l fo r h id d e n m a te ri a ls it m a y n o t b e p o s s ib le t o te rm in e w h e th e r a ll s u s p e c t b u ild in g m a te ri a ls h a v e b e e n i d e n ti fi e d lo c a te d a n d s u b s e q u e n tl y t e s te d D e s tr u c ti v e m e a s u re s t o a c c e s e p o te n ti a lly h id d e n m a te ri a ls w e re n o t e m p lo y e d b y M ic ro

-M e th o d s L a b o ra to ry

In c a s a p a rt o f th is p ro je c t.

H o w e v e r, M ic ro -M e th o

L b o ra to ry

,I n c d o e s w a rr a n t th a t it s i n v e s ti g a ti o n s a n d m e th o d o lo g y r e fl e c t o u r b e s t e ff o rt s u p o n t h e p re v a ili n g s ta n d a rd o f c a re i n t n v ir o n m e n ta l in d u s tr y a n d t h e c lie n ts s c o p e o f w o rk

It i s n o t in te n d e d t h a t th e s c o p e a n d /o r c o s t o f re m e d ia l a c ti o n i s t o r e c o m m e n d e d o r d e fi n e d b a s e d o n t h e r e s u lt s a n d r e c o m m e n d a ti o n s m a d e b y t h is i n s p e c to r.

T h e r e s u lt s r e la ti v e t o t h is i n s p e c ti o n a re a p p lic a b le t o t h e s in tr u c tu re t h a t is i n s p e c te d D e ta c h e d s tr u c tu re s s h o u ld b e i n s p e c te d a n d r e p o rt e d s e p a ra te ly

B a s e d o n t h e t h e o p in io n ju d g m e n t, a x p e ri e n c e o f th e i n s p e c to r, i t is t h e ir d is c re ti o n t o d e te rm in e t h e l o c a ti o n a n d q u a n ti ty o f s a m p le s t a k e n in c lu d in g b u t n o t lim it e d t o c o lle c ti f n o n -s u s p e c t s a m p le s I n s p e c ti o n s p e rf o rm e d p u rs u a n t to t h is s ta n d a rd r e ly u p o n t h e o p in o n ju d g m e n t, a n d e x p e ri e n c e o f th e i n s p e c to r, d a re n o t in te n d e d t o b e t e c h n ic a lly e x h a u s ti v e B a s e d o n t h e o p in io n ju d g m e n t, a n d e x p e ri e n c e o f th e i n s p e c to r, r e c o m m e n d a ti o n o f a d d it io n a l in s p e c ti o n s m a y b e a p p ro p ri a te b a s e d o n f a c to rs o u ts id e t h e d a ta i n te rp re ta ti o n c o n ta in e d i n t h is i n s p e c ti o n I n t h e e v e n t a l a w s ta tu e o r o rd in a n c e p ro h ib it s a p ro c e d u re r e c o m m e n d e d i n t h e s ta n d a rd th e i n s p e c to r is r e lie v e d o f th e o b lig a ti o n t o a d h e re t o t h e p ro h ib it rt o f th e i n s p e c ti o n

T h is i n s p e c ti o n w a s c o n d u c te d a c c o rd in g t o t h e S ta te o f M is s is s ip p i N

E S

H A

P r e g u la ti o n s b y a s ta te c e rt if ie d a s b e s to s i n s p e c to r

T h e re su lt s in t h is r ep or t a p p ly t o th e sa m p le s a n a ly ze d i n a cc or d a n ce w it h t h e ch a in o f cu st od y d oc u m is a n a ly ti ca l re p or t m u st b e re p ro d u ce d i n i ts e n ti re ty

P a g e o f

6500 Sunplex Drive

Ocean Springs, MS 39564

228.875.6420 Phone

228.875.6423 Fax

Mailing Address:

PO Box 1410

Ocean Springs, MS

39566-1410

LELAP Certification # 01960Lab ID# MS00021 TNI ID # TNI01397

Eley Guild Hardy Architects

RE: Keesler AFB Bryan Hall-LBP

Biloxi, MS 39532

1041 Tommy Munro Drive

Kyle Kish

Enclosed are the results of survey performed by the industrial hygiene department on 10/4/2021. If you have any questions concerning this report, please feel free to contact me.

Sincerely, October 07, 2021

Mitch Spicer

Lab Director

Work Order # : 2110113

Purchase Order #

DISCLAIMER

This report shall not be reproduced except in full, without the approval of Micro-Methods Laboratory, Inc.

Project:

Project Number:

Project Manager:

Reported:

6500 Sunplex Drive

Ocean Springs, MS 39564

228-875-6420 Phone

228-875-6423 Fax

Field Report

Summary Comments:

See the attached report.

The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety.

Project:

Project Number:

Project Manager:

Reported:

6500 Sunplex Drive

Ocean Springs, MS 39564

228-875-6420 Phone

228-875-6423 Fax

Laboratory Accreditations/Certifications

Code Description Number Expires

01960LA Environmental Lab Accreditation Program 06/30/2022C01

TNI01397The NELAC Institute (NELAP) 06/30/2022C02

MS00021Ms Dept of Health (Drinking Water Microbiology) 12/31/2021C03

MS00021Ms Dept of Health (Drinking Water Chemistry) 12/31/2021C04

PBF-00000028Ms DEQ Lead Firm Certification 03/24/2022C05

ABI-00001348MsDEQ Asbestos Inspector : C.D. Bingham 02/12/2022C06

AM-011572MsDEQ Air Monitor : C.D. Bingham 02/13/2022C07

ABI-00001821MsDEQ Asbestos Inspector: C. W. Meins 09/09/2022C08

AM-011189MsDEQ Air Monitor : C.W. Meins 02/13/2022C09

PBI-00003690MsDEQ Lead Paint Inspector : C.D. Bingham 03/24/2022C14

PBI-00001740MsDEQ Lead Paint Inspector : C.W. Meins 03/24/2022C15

The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety.

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Site Address:

Bryan Hall, Keesler AFB

Biloxi, MS

X-Ray Fluorescence

Lead-Based Paint Inspection

Date: 10/04/2021

Ely Guild Hardy Architects

WO# 2110113

Instrument: Niton XLp 300A

Ser.# 12601

Inspection Firm: Micro-Methods Laboratory, Inc.

6500 Sunplex Dr. Ocean Springs, MS 39564

Inspector: Charles D. Bingham

MSDEQ Cert. #PBI3690

Exp. 03-24-2021

Site- Room Component Substrate Side Color Condition Action Pb Results

Level mg/cm²

1 1 GOOD

1 1.1 GOOD

1 0.9 GOOD

EXTERIOR WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL D BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL D BROWN INTACT 1 1.4 POSITIVE

EXTERIOR DOOR METAL D BROWN INTACT 1 2.8 POSITIVE

EXTERIOR GUTTER DN METAL D CREAM INTACT 1 6.2 POSITIVE

EXTERIOR WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL D BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL D BROWN INTACT 1 1.6 POSITIVE

EXTERIOR DOOR METAL D BROWN INTACT 1 2.4 POSITIVE

EXTERIOR ELEVATOR DOOR METAL D BROWN INTACT 1 14.7 POSITIVE

EXTERIOR ELEV. DR CASING METAL D BROWN INTACT 1 2.3 POSITIVE

EXTERIOR GUTTER DN METAL D BROWN INTACT 1 12.1 POSITIVE

EXTERIOR WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE D CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL D BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL D BROWN INTACT 1 1.5 POSITIVE

EXTERIOR DOOR METAL D BROWN INTACT 1 2.9 POSITIVE

EXTERIOR GUTTER DN METAL D CREAM INTACT 1 9.6 POSITIVE

EXTERIOR WALL CONCRETE A CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN METAL A BROWN INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN METAL A BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR METAL A BROWN INTACT 1 2.1 POSITIVE

EXTERIOR DOOR CASING METAL A BROWN INTACT 1 2.3 POSITIVE

EXTERIOR WALL CONCRETE A CREAM INTACT 1 <1 NEGATIVE

EXTERIOR WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL B BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL B BROWN INTACT 1 1.1 POSITIVE

EXTERIOR DOOR METAL B BROWN INTACT 1 1.8 POSITIVE

EXTERIOR GUTTER DN METAL B CREAM INTACT 1 11.2 POSITIVE

EXTERIOR WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL B BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL B BROWN INTACT 1 2.3 POSITIVE

EXTERIOR DOOR METAL B BROWN INTACT 1 2.6 POSITIVE

EXTERIOR GUTTER DN METAL B BROWN INTACT 1 6.6 POSITIVE

1.0 mg/cm² Calibration Standard

Biloxi, MS

X-Ray Fluorescence

Lead-Based Paint Inspection

Date: 10/04/2021

Ely Guild Hardy Architects

WO# 2110113

Instrument: Niton XLp 300A

Ser.# 12601

Inspection Firm: Micro-Methods Laboratory, Inc.

6500 Sunplex Dr. Ocean Springs, MS 39564

Inspector: Charles D. Bingham

MSDEQ Cert. #PBI3690

Exp. 03-24-2021

Site- Room Component Substrate Side Color Condition Action Pb Results

Level mg/cm²

EXTERIOR WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN CONCRETE B CREAM INTACT 1 <1 NEGATIVE

EXTERIOR HANDRAIL METAL B BROWN INTACT 1 <1 NEGATIVE

EXTERIOR DOOR CASING METAL B BROWN INTACT 1 1.8 POSITIVE

EXTERIOR DOOR METAL B BROWN INTACT 1 1.2 POSITIVE

EXTERIOR GUTTER DN METAL B CREAM INTACT 1 15.7 POSITIVE

EXTERIOR WALL CONCRETE C CREAM INTACT 1 <1 NEGATIVE

EXTERIOR COLUMN METAL C BROWN INTACT 1 18.3 POSITIVE

EXTERIOR COLUMN METAL C BROWN INTACT 1 16.3 POSITIVE

EXTERIOR DOOR METAL C BROWN INTACT 1 2.7 POSITIVE

EXTERIOR DOOR CASING METAL C BROWN INTACT 1 1.9 POSITIVE

EXTERIOR WALL CONCRETE C CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR SE DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE DOOR CASING WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SE DOOR METAL C BROWN INTACT 1 1.6 POSITIVE

INTERIOR SE DOOR CASING METAL C BROWN INTACT 1 2.2 POSITIVE

INTERIOR SW WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR SW DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW DOOR CASING WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR SW DOOR METAL C BROWN INTACT 1 2.2 POSITIVE

INTERIOR SW DOOR CASING METAL C BROWN INTACT 1 2.6 POSITIVE

INTERIOR CENTER WALL DRYWALL A CREAM INTACT 1 <1 NEGATIVE

INTERIOR CENTER WALL CONCRETE A CREAM INTACT 1 <1 NEGATIVE

S. STAIRWELL DOOR METAL A BROWN INTACT 1 <1 NEGATIVE

S. STAIRWELL DOOR CASING METAL A BROWN INTACT 1 1.8 POSITIVE

S. STAIRWELL WALL CONCRETE A CREAM INTACT 1 <1 NEGATIVE

S. STAIRWELL HANDRAIL METAL A BROWN INTACT 1 19.3 POSITIVE

S. STAIRWELL ROOF LADDER METAL A BROWN INTACT 1 14.1 POSITIVE

S. STAIRWELL HANDRAIL METAL A BROWN INTACT 1 17.2 POSITIVE

Biloxi, MS

X-Ray Fluorescence

Lead-Based Paint Inspection

Date: 10/04/2021

Ely Guild Hardy Architects

WO# 2110113

Instrument: Niton XLp 300A

Ser.# 12601

Inspection Firm: Micro-Methods Laboratory, Inc.

6500 Sunplex Dr. Ocean Springs, MS 39564

Inspector: Charles D. Bingham

MSDEQ Cert. #PBI3690

Exp. 03-24-2021

Site- Room Component Substrate Side Color Condition Action Pb Results

Level mg/cm²

INTERIOR W WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR W WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR W DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR W DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR W TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR W WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR W WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR W DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR W DOOR CASING WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR W DOOR METAL C BROWN INTACT 1 1.4+A1 POSITIVE

INTERIOR W DOOR CASING METAL C BROWN INTACT 1 2.9 POSITIVE

INTERIOR E WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR E WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR E DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR E DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR E TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR E WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR E WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR E DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR E DOOR CASING WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR E DOOR METAL C BROWN INTACT 1 1.2 POSITIVE

INTERIOR E DOOR CASING METAL C BROWN INTACT 1 1.7 POSITIVE

INTERIOR NW WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR NW DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW DOOR CASING WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NW DOOR METAL C BROWN INTACT 1 2 POSITIVE

INTERIOR NW DOOR CASING METAL C BROWN INTACT 1 2.3 POSITIVE

INTERIOR NE WALL DRYWALL B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE WALL CONCRETE B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE DOOR WOOD B VARNISH INTACT 1 <1 NEGATIVE

INTERIOR NE DOOR CASING WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE TRIM WOOD B CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE WALL DRYWALL D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE WALL CONCRETE D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE DOOR WOOD D CREAM INTACT 1 <1 NEGATIVE

INTERIOR NE DOOR METAL C BROWN INTACT 1 1.4 POSITIVE

INTERIOR NE DOOR CASING METAL C BROWN INTACT 1 1.8 POSITIVE

Biloxi, MS

X-Ray Fluorescence

Lead-Based Paint Inspection

Date: 10/04/2021

Ely Guild Hardy Architects

WO# 2110113

Instrument: Niton XLp 300A

Ser.# 12601

Inspection Firm: Micro-Methods Laboratory, Inc.

6500 Sunplex Dr. Ocean Springs, MS 39564

Inspector: Charles D. Bingham

MSDEQ Cert. #PBI3690

Exp. 03-24-2021

N. STAIRWELL DOOR METAL A BROWN INTACT 1 <1 NEGATIVE

N. STAIRWELL DOOR CASING METAL A BROWN INTACT 1 2.1 POSITIVE

N. STAIRWELL WALL CONCRETE A CREAM INTACT 1 <1 NEGATIVE

N. STAIRWELL HANDRAIL METAL A BROWN INTACT 1 14.8 POSITIVE

N. STAIRWELL ROOF LADDER METAL A BROWN INTACT 1 10.7 POSITIVE

N. STAIRWELL HANDRAIL METAL A BROWN INTACT 1 13.2 POSITIVE

1 0.9 GOOD

1 1 GOOD

1 0.9 GOOD

1.0 mg/cm² Calibration Standard

MAHG 11-1042 BRYAN HALL RENOVATION

KEESLER AFB, BILOXI, MS

Section 01 35 26 Page 1

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/20, CHG 3: 02/22

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.3 (2020) Tower Cranes

ASME B30.5 (2021) Mobile and Locomotive Cranes

ASME B30.7 (2021) Winches

ASME B30.8 (2020) Floating Cranes and Floating Derricks

ASME B30.9 (2018) Slings

ASME B30.20 (2018) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2016) Personnel Lifting Systems Safety

Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; R 2020) Rigging Hardware

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.22 (2007; R 2017) Safety Requirements for Rope-

Guided and Non-Guided Workers’ Hoists

ASSP A10.34 (2021) Protection of the Public on or

Adjacent to Construction Sites

ASSP A10.44 (2020) Control of Energy Sources

(Lockout/Tagout) for Construction and Demolition Operations

ASSP Z244.1 (2016) The Control of Hazardous Energy

Lockout, Tagout and Alternative Methods

ASSP Z359.0 (2018) Definitions and Nomenclature Used for

Fall Protection and Fall Arrest

ASSP Z359.1 (2020) The Fall Protection Code

Section 01 35 26 Page 2

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (2019) Safety Requirements for Lanyards and

Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-

Rescue and Self-Rescue Systems, Subsystems and Components

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products

ASSP Z359.11 (2014) Safety Requirements for Full Body

Harnesses

ASSP Z359.12 (2019) Connecting Components for Personal

Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and Energy

Absorbing Lanyards

ASSP Z359.14 (2014) Safety Requirements for Self-

Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor

Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSP Z359.16 (2016) Safety Requirements for Climbing

Ladder Fall Arrest Systems

ASSP Z359.18 (2017) Safety Requirements for Anchorage

Connectors for Active Fall Protection Systems

ASSP Z490.1 (2016) Criteria for Accepted Practices in

Safety, Health, and Environmental Training

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2019) Standard Specifications for Temporary

Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of

Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National

Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

Section 01 35 26 Page 3

NFPA 10 (2022; ERTA 1 2021) Standard for Portable

Fire Extinguishers

NFPA 51B (2019; TIA 20-1) Standard for Fire Prevention

During Welding, Cutting, and Other Hot Work

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; ERTA

20-3 2020; TIA 20-1; TIA 20-2; TIA 20-3; TIA

20-4; TIA 20-5; TIA 20-6; TIA 20-7; TIA 20-8;

TIA 20-9; TIA 20-10; TIA 20-11; TIA 20-12;

TIA 20-13; TIA 20-14; TIA 20-15; TIA 20-16;

ERTA 20-4 2022) National Electrical Code

NFPA 70E (2021) Standard for Electrical Safety in the

Workplace

NFPA 241 (2022) Standard for Safeguarding

Construction, Alteration, and Demolition Operations

NFPA 306 (2019) Standard for the Control of Gas

Hazards on Vessels

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-222 (2018H; Add 1 2019) Structural Standard for

Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health

Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag

Out)

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other

Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-

Plus)

Section 01 35 26 Page 4

29 CFR 1926 Safety and Health Regulations for

Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

29 CFR 1926.552 Material Hoists, Personal Hoists, and

Elevators

29 CFR 1926.553 Base-Mounted Drum Hoists

29 CFR 1926.1400 Cranes and Derricks in Construction

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

CPL 02-01-056 (2014) Inspection Procedures for Accessing

Communication Towers by Hoist

CPL 2.100 (1995) Application of the Permit-Required

Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person requirements, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating

Section 01 35 26 Page 5 and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSP Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.6 Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented including experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

1.2.7 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the training material presented, and who…