21-2001 SOW Pkg v2.1.pdf

PDF 2 MB Posted Aug 3, 2021

Attached to: Fall Protection Repair Federal contract opportunity
Solicitation number: W50S6K21B0003
Issued by: Department of the Army National Guard

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File	Type	Posted
SF 1409 abstract signed.pdf	PDF	Aug 23, 2021
Questions and Answers.pdf	PDF	Aug 16, 2021
21-2001 SOW Pkg.pdf	PDF	Jul 20, 2021
21-2001 Specs.pdf	PDF	Jul 20, 2021
SF 1442 W50S6K21B0003.pdf	PDF	Jul 20, 2021

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STATEMENT OF WORK

FTQW 21-2001 Repair Roof Fall Protection

1.0 SCOPE

Base bid work will replace the building roof fall protection systems for B1171 and B3127 with a Sala Roofsafe Rail System, or similar. Option 1 work will include the repair and recertification of building roof fall protection systems for 1172, 1173, 3129, 3132, 3225, and 3225-1. Both the base bid and option will also include repair of roof damage caused by the fall protection system, which is primarily paint/finish damage. The end product will be fully functioning, certified fall protection systems which do not cause roof damage.

Contractor will furnish all labor, supplies, parts, transportation, tools, equipment, and facilities necessary to perform work required to restore operations in accordance with this Statement of Work and specifications.

2.0 Base Bid: INSTALLATION OF NEW SYSTEMS

Existing fall protection systems on B1171 and B3127 shall be demolished/removed. New Sala Roofsafe Rail, or similar, system shall be installed. The new system will provide the same level of roof access as the existing fall arrest systems, provide support for two maintenance workers at once, and use the same access points as the existing system.

Roof components damaged by the existing fall protection system shall be repaired. The primary roof issues observed are failed surface coatings, however may also include missing fasteners and damaged caps or flashing due to repeated contact between the cable and the roof. This is not an all-inclusive list of roof issues caused by the existing fall protection system and should be field verified by the contractor. Roof components damaged by the existing fall arrest system shall be properly repaired or replaced. Areas requiring resurfacing shall be prepared to remove corrosion, primed, and painted according to the roof panel manufacturer’s instructions/recommendations. Paint codes of existing roof colors are provided in Attachment 4. It is acknowledged that there may be some cosmetic variance between the touch up paint and the existing, weathered roof panels.

Work under the Base Bid shall comply with the Specification 11 24 00, which is attached.

2.1 Option 1: REPAIR OF EXISTING SYSTEMS

This work includes the repair and recertification of roof fall protection systems on Buildings 1172, 1173, 3129, 3132, 3225, and 3225-1. All buildings have standing seam metal roofs. Building locations are denoted on the map in Attachment 1.

Fall protection systems on the above facilities was accomplished under a single project in 2012, therefore share similar products/materials and design philosophy. The systems are primarily comprised of the Evolution Horizontal Lifeline system, with D-rings provided for smaller roof areas.

As-built drawings from this effort are included in Attachment 2, which should be field verified by the contractor.

The primary issues observed with the fall protection system are failed intermediate brackets. These brackets appear to have been damaged by the snow loads. Additionally, many of the mounting plates have loosened and have slid down the roof seam. This is not an all-inclusive list of issues and should be field verified by the contractor. The repaired system shall be designed and installed to properly accommodate snow and ice loads and prevent further damage to the roof. Any changes to the system shall be submitted as markups to the as-built drawings.

The primary roof issues observed are failed surface coatings, however may also include missing fasteners and damaged caps or flashing due to repeated contact between the cable and the roof. This appears to be caused by the use of improper intermediate brackets which do not hold the cable far enough from the roof, loss of cable tension, too few intermediate brackets, etc. This is not an all-inclusive list of roof issues caused by the existing fall protection system and should be field verified by the contractor. Roof components damaged by the existing fall arrest system shall be properly repaired or replaced. Areas requiring resurfacing shall be prepared to remove corrosion, primed, and painted according to the roof panel manufacturer’s instructions/recommendations. Paint codes of existing roof colors are provided in Attachment 4. It is acknowledged that there may be some cosmetic variance between the touch up paint and the existing, weathered roof panels.

3.0 GENERAL REQUIREMENTS

The contractor will be required to submit a safety plan/outline prior to beginning onsite work under this effort.

The contractor will be required to file a waste management plan for the contract, to include the types of waste which will be generated and the approximate quantities. Recycling is encouraged to the widest extent possible. Prior to contract closeout, weight tickets, or other similar documentation, must be provided showing final disposal of all waste materials.

All contractors performing work on Eielson AFB are required to complete onsite hazardous waste training provided by 354 CES/CEIEC. Contractor training must be completed two weeks prior to field work start date. Please contact 377-1659 to schedule a training for handling hazardous wastes, including aerosol can management. All costs associated with waste disposal are the responsibility of the contractor. Empty aerosol cans are the only waste accepted at the base hazardous waste facility for disposal. All hazardous wastes must be managed in accordance with the requirements for large quantity generators (40 CFR 26.17) under the resource conservation recovery act. Hazardous waste and non-regulated waste manifests must be signed by a designated POC prior to shipment off-base.

Please coordinate signature through the base hazardous waste facility (377-1668). Provide weight tickets for recyclables and materials that go to off-base landfills to solid waste program.

4.0 GOVERNMENT FURNISHED MATERIALS: None

5.0 INSTRUCTIONS TO THE CONTRACTOR:

5.1 Photography is restricted to personnel who have worked through the Contracting Officer to obtain required permissions.

5.2 Facilities will remain occupied and in use during the duration of the project.

Contractor may need to phase work in order to maintain adequate building access and parking availability. The contractor will be responsible for coordinating with the

Government prior to starting work in an area. The contractor will be responsible for establishing traffic control around work areas, as needed.

5.3 The contractor will have access to the work sites during normal duty hours of

Monday – Friday, 7:00 a.m. – 3:00 p.m, with exceptions of federal holidays and 168th Wing Alternate Work Schedule off days (Attachment 5). Any work outside of these hours must be coordinated with and approved by the Contracting Officer (CO) or Contracting Officer Representative (COR) a minimum of two business days in advance.

5.4 The period of performance runs for 75 days. Material lead times will be considered should the period of performance need to be extended.

5.5 The Contractor shall keep the work area clean of all debris on a daily basis or more often as required. The Contractor shall keep storage areas clean and orderly at all times. The Contractor shall dispose of combustible wastes at the end of each work day and under no circumstances allow them to accumulate. Hazardous materials must be handled according to the contract specifications.

5.6 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

5.7 For Contractors that do not require CAC, but require access to a DoD Facility and/or

Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

5.8 AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through Joint Knowledge Online (http://jko.jten.mil/) by completing course JS-US007.

6.0 ATTACHMENTS

Attachment 1: 168th Wing Map Attachment 2: As-built Drawings Attachment 3: AF813 Attachment 4: Paint Color Codes Attachment 5: 168 WG Calendar Attachment 6: Section 11 24 00

03 August 2021

END OF STATEMENT

STRUCTURAL ABBREVIATIONS

AB ANCHOR BOLT

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ARCH ARCHITECTURAL

ATR ALL THREAD ROD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRNG BEARING

BSMT BASEMENT

BTWN BETWEEN

C CAMBER

CIP CAST IN PLACE

CJ CONTROL OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DF/L DOUGLAS FIR-LARCH

DIA DIAMETER

DIAG DIAGONAL

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG DRAWING

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION

EN EDGE NAIL

EQ EQUAL

EW EACH WAY

EXT EXTERIOR

FF FINISH FLOOR

FN FIELD NAIL

FLR FLOOR

FDN FOUNDATION

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GLB GLUE LAMINATED BEAM

GWB GYPSUM WALL BOARD

HDG HOT-DIP GALVANIZED

HDR HEADER

HF HEM-FIR

HT HEIGHT

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

ID INSIDE DIAMETER

IN INCH

INT INTERIOR

JST JOIST

JT JOINT

K KIP(S)

KSI KIPS PER SQUARE INCH

L ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LVL LAMINATED VENEER LUMBER

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NOM NOMINAL

NTE NOT TO EXCEED

NTS NOT TO SCALE

(N) NEW

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED FASTENER

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

QTY QUANTITY

RAD RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISED, REVISION

SC SLIP CRITICAL

SHT SHEET

SHT'G SHEATHING

SIM SIMILAR

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

SQ SQUARE

T&B TOP AND BOTTOM

T&G TONGUE AND GROVE

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOF TOP OF FOOTING

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCING

VICINITY MAP

N.T.S.

S0.01

STRUCTURAL DRAWING INDEX

S0.01:

STRUCTURAL NOTES

VICINITY MAP

SCOPE OF WORK

S1.01:

BUILDING 1171 ROOF FALL PROTECTION LAYOUT

S1.02:

BUILDING 1172 ROOF FALL PROTECTION LAYOUT

S1.03:

BUILDING 3132 ROOF FALL PROTECTION LAYOUT

S1.04:

BUILDING 1173 ROOF FALL PROTECTION LAYOUT

S1.05:

BUILDING 3127 ROOF FALL PROTECTION LAYOUT

S1.06:

BUILDING 3129 ROOF FALL PROTECTION LAYOUT

S1.07:

BUILDING 32251 ROOF FALL PROTECTION LAYOUT

S1.08:

BUILDING 3225 ROOF FALL PROTECTION LAYOUT

S8.01:

DETAILS

PROJECT SCOPE:

THESE STRUCTURAL DRAWINGS ARE FOR THE ROOF

FALL PROTECTION LAYOUT ON (8) BUILDINGS AT THE

PROJECT SITE. EXCLUDED FROM MILLER CONSULTING

ENGINEERS, INC. SCOPE OF SERVICES IS THE DESIGN

OF THE STANDING SEAM METAL ROOF PANELS

SUPPORTING THE FALL PROTECTION SYSTEM.

S1.01

DETAIL REFERENCE

DETAIL SECTION CUT

BUILDING OR WALL

SECTION CUT

S1.01

ELEVATION OF WALL

OR FRAME

REVISION SYMBOL

GRID LINES

ROTATE VIEW SYMBOL

NORTH ARROW

REFERENCE ELEVATION

SURFACE - STEPPED

TOS

EL. 100'-0"

SURFACE - SLOPE UP

SURFACE - SLOP DOWN

SURFACE - SLOPE

TWO DIRECTIONS

STRUCTURAL DRAWING SYMBOLS

GENERAL

THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK

NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY

QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL

REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE

ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED

HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING

CONSTRUCTION.

THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE

SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS.

ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO

PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE

CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE

AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY

MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED

AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.

THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT

SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND

SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY

PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION

VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S

RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.

NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING

ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS.

BUILDING CODE

ALL PHASES OF THE WORK SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL

REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.

DESIGN LOADS

DESIGN LOADS TO THE FALL PROTECTION SYSTEM HAVE BEEN PROVIDED BY EXCALIBUR & ASSOCIATES AND

ARE AS NOTED ON THE LAYOUT PLANS.

MISCELLANEOUS FALL PROTECTION COMPONENTS

ALL S-5! CLAMPS SHALL BE INSTALLED AS RECOMMENDED BY THE CLAMP MANUFACTURER BASED ON

STANDING SEAM ROOF TYPE.

ANALYSIS OF PROPRIETARY FALL PROTECTION COMPONENTS IS EXCLUDED FROM THE SCOPE OF WORK.

STRUCTURAL STEEL

ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL

OTHER SECTIONS, PLATES AND BARS.

UNLESS NOTED OTHERWISE, ALL BOLTS TO BE TYPE 316 STAINLESS STEEL, WITH MATCHING NUTS. NUTS

SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.

ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER AND ONE FINISH COAT OF RUST INHIBITING PAINT

(COLOR BY OWNER).

STRUCTURAL NOTES

EIELSON AIR FORCE BASE

FAIRBANKS, ALASKA

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

R O

O F

A L L

R O

T E

C T

I O

E I E

L S

I R

C E

E X

C A

L I B

S S

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S0.01

STRUCTURAL NOTES

STRUCTURAL ABBREV.

STRUCTURAL SYMBOLS

VICINITY MAP

SCOPE OF WORK

SHEET INDEX

BCH

110621

10.12.11

E C

O R

R A

W I N

G S

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

S1.01

ROOF FALL PROTECTION LAYOUT

BUILDING 1171

3/32" = 1'-0"

MAXIMUM DESIGN CABLE TENSION

= 2,022 lbs (4,044 lbs ULTIMATE)

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

4 D-RING -SEE DETAIL 4/S8.01

2 2 2

MAXIMUM DESIGN CABLE TENSION

= 2,324 lbs (4,648 lbs ULTIMATE)

NOTES:

1. ACCESS LIFELINES AND D-RINGS

AT LOCATIONS DESIGNATED BY

ARROWS.

2. ACCESS LOWER REACHES

USING ROPE AND ROPE GRAB.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.01

BUILDING 1171

BCH

110621

10.12.11

C C

E S

O I N

D D

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

I E

H A

N G

E S

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

E C

O R

R A

W I N

S1.02

ROOF FALL PROTECTION LAYOUT PLAN

BUILDING 1172

1/4" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

S L

O P

O W

MAXIMUM DESIGN CABLE TENSION

= 2,701 lbs (5,402 lbs ULTIMATE)

(E) STANDING SEAM ROOF W/ SEAMS

AT 9" O.C. (DESIGNED BY OTHERS)

TYP.

NOTES:

1. ACCESS LIFELINES AT LOCATIONS

DESIGNATED BY ARROWS.

2. CROSS OVER TO OTHER LIFELINE

USING DOUBLE-LEG LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.02

BUILDING 1172

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

I E

N G

E S

E C

O R

R A

W I N

S1.03

ROOF FALL PROTECTION LAYOUT PLAN

BUILDING 3132

1/4" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

(E) STANDING SEAM ROOF W/ SEAMS

AT 24" O.C. (DESIGNED BY OTHERS)

2 2

MAXIMUM DESIGN CABLE TENSION

= 2,461 lbs (4,922 lbs ULTIMATE)

TYP.

NOTES:

1. ACCESS LIFELINES AT LOCATIONS

DESIGNATED BY ARROWS.

2. CROSS OVER TO OTHER LIFELINE

USING DOUBLE-LEG LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

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E X

C A

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O C

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F A

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B A

N K

L A

S K

S1.03

BUILDING 3132

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

I E

N G

E S

E C

O R

R A

W I N

S1.04

ROOF FALL PROTECTION LAYOUT PLAN

BUILDING 1173

1/4" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

2 2

MAXIMUM DESIGN CABLE TENSION

= 2,529 lbs (5,058 lbs ULTIMATE)

TYP.

(E) STANDING SEAM ROOF W/ SEAMS

AT 24" O.C. (DESIGNED BY OTHERS)

NOTES:

1. ACCESS LIFELINES AT LOCATIONS

DESIGNATED BY ARROWS.

2. CROSS OVER TO OTHER LIFELINE

USING DOUBLE-LEG LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

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E I E

L S

A S

F A

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B A

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L A

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S1.04

BUILDING 1173

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

I E

N G

E S

E C

O R

R A

W I N

S1.05

ROOF FALL PROTECTION

BUILDING 3127

1/8" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

4 D-RING -SEE DETAIL 4/S8.01

TYP.

2 23

TYP.

MAXIMUM DESIGN CABLE TENSION

= 2,541 lbs (5,082 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,541 lbs (5,082 lbs ULTIMATE)

TYP.

MAXIMUM DESIGN CABLE TENSION

= 2,578 lbs (5,156 lbs ULTIMATE)

(E) STANDING SEAM ROOF W/ SEAMS

AT 16" O.C. (DESIGNED BY OTHERS)

MAXIMUM DESIGN CABLE TENSION

= 2,140 lbs (4,280 lbs ULTIMATE)

ACCESS LIFELINES AND D-RINGS

USING LIFT AT LOCATIONS

DESIGNATED BY ARROWS.

SWITCH TO NEXT LIFELINE USING

DOUBLE-LEG LANYARD.

(AT ROOF

BELOW)

NOTES:

1. ACCESS LIFELINES AND D-RINGS

AT LOCATIONS DESIGNATED BY

ARROWS.

2. SWITCH TO NEXT LIFELINE USING

DOUBLE-LEG LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

ACCESS LOW ROOF

W/ LADDER OR LIFT

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.05

BULIDING 3127

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

I E

N G

E S

E C

O R

R A

W I N

S1.06

ROOF FALL PROTECTION LAYOUT

BUILDING 3129

3/32" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

SHORT CURVE BRACKET

-SEE DETAIL 1/S8.01 (SIM.)

MAXIMUM DESIGN CABLE TENSION

= 2,516 lbs (5,032 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,680 lbs (5,360 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,489 lbs (4,978 lbs ULTIMATE)

(E) STANDING SEAM ROOF W/ SEAMS

AT 18 1/2" O.C. (DESIGNED BY OTHERS)

(E) STANDING SEAM ROOF W/ SEAMS

AT 16 1/4" O.C. (DESIGNED BY OTHERS)

MAXIMUM DESIGN CABLE TENSION

= 2,680 lbs (5,360 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,798 lbs (5,596 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,835 lbs (5,670 lbs ULTIMATE)

MAXIMUM DESIGN CABLE TENSION

= 2,385 lbs (4,770 lbs ULTIMATE)

TYP.

MAXIMUM DESIGN CABLE TENSION

= 2,330 lbs (4,660 lbs ULTIMATE)

TYP.

5 D-RING -SEE DETAIL 4/S8.01

ACCESS

POINT,

TYP.

NOTES:

1. ACCESS LIFELINES AND D-RINGS

AT LOCATIONS DESIGNATED BY

ARROWS.

2. CROSS OVER RIDGE TO ACCESS

ADJACENT LINE DOUBLE-LEG

LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.06

BUILDING 3129

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

I E

N G

E S

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

E C

O R

R A

W I N

S1.07

ROOF FALL PROTECTION LAYOUT PLAN

BUILDING 32251

1/4" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

2 2

MAXIMUM DESIGN CABLE TENSION

= 2,462 lbs (4,924 lbs ULTIMATE)

TYP.

(E) STANDING SEAM ROOF W/ SEAMS

AT 16" O.C. (DESIGNED BY OTHERS)

NOTES:

1. ACCESS LIFELINES AT LOCATIONS

DESIGNATED BY ARROWS.

2. CROSS OVER AT RIDGE USING

DOUBLE-LEG LANYARD.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.07

BUILDING 32251

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

E C

O R

R A

W I N

T E

R R

T E

S1.08

ROOF FALL PROTECTION LAYOUT

BUILDING 3225

3/32" = 1'-0"

KEYNOTES:

8mm 7 x 7 STAINLESS STEEL

EVOLUTION CABLE

END ANCHOR

-SEE DETAIL 2/S8.01

INTERMEDIATE BRACKET

-SEE DETAIL 1/S8.01

4 D-RING -SEE DETAIL 4/S8.01

90° CURVE BRACKET

-SEE DETAIL 3/S8.01

MAXIMUM DESIGN CABLE TENSION

= 2,467 lbs (4,934 lbs ULTIMATE)

(E) STANDING SEAM ROOF W/ SEAMS

AT 12" O.C. (DESIGNED BY OTHERS)

(E) STANDING SEAM ROOF W/ SEAMS

AT 12" O.C. (DESIGNED BY OTHERS)

MAXIMUM DESIGN CABLE TENSION

= 2,191 lbs (4,382 lbs ULTIMATE)

22 3 1

MAXIMUM DESIGN CABLE TENSION

= 2,340 lbs (4,680 lbs ULTIMATE)

NOTES:

1. ACCESS POINTS FOR D-RINGS

AT LOCATIONS DESIGNATED BY

ARROWS.

2. CROSS OVER THE RIDGE AT TOP

TO ACCESS OTHER LIFELINE.

LEGEND

DENOTES ACCESS POINT

USING LIFT.

DENOTES ACCESS POINT

USING LADDER.

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S1.08

BUILDING 3225

BCH

110621

10.12.11

C C

E S

O I N

E D

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

I E

N G

E S

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

E C

O R

R A

W I N

S8.01

BRACKET ANCHOR PLATE

TYPICAL INTERMEDIATE

1 1/2" = 1'-0"

10"

EVOLUTION STD. INTERMEDIATE

BRACKET W/ STIFFENER (AT SIM. USE

EVOLUTION SHORT CURVE BRACKET

PDESIGN = 1.58 kips

PULTIMATE = 3.15 kips

STANDING SEAM ROOF PANELS

STANDING SEAM

SPACING 'S'

PLATE

THICKESS

18.5" < S < 24" 14"

S < 18" 3/16"

(4) S-5! CLAMPS BELOW (S-5-U OR

S-5-S DEPENDING ON SEAM TYPE)

S T

A N

D I N

E A

S P

A C

I N

SEE SCHEDULE FOR

PLATE THICKNESS

S T

A N

D I N

E A

S P

A C

I N

TYP.

T Y

S8.01

END BRACKET ANCHOR PLATE

1 1/2" = 1'-0"

10"

S T

A N

D I N

E A

S P

A C

I N

S T

A N

D I N

E A

S P

A C

I N

TYP.

T Y

EVOLUTION END ANCHOR

(PART NO. 7240176) FASTENED

TO PLATE W/ 5/8" DIA. BOLT

STANDING SEAM ROOF PANELS

(5) S-5! CLAMPS BELOW (S-5-U OR

S-5-S DEPENDING ON SEAM TYPE)

1/4" PLATE

CABLE TENSION

FORCE PER PLAN

S8.01

90° CURVE ANCHOR PLATE

1 1/2" = 1'-0"

1" 1'-0 1/4"

FIELD VERIFY

T Y

3/8" PLATE

CABLE TENSION

PER PLAN

EVOLUTION 90°

CURVE

(6) S-5! CLAMPS BELOW (S-5-U OR

S-5-S DEPENDING ON SEAM TYPE)

STANDING SEAM ROOF PANELS

S8.01

D-RING ANCHOR PLATE

1 1/2" = 1'-0"

10"

S T

A N

D I N

E A

S P

A C

I N

S T

A N

D I N

E A

S P

A C

I N

TYP.

T Y

STANDING SEAM ROOF PANELS

(6) S-5! CLAMPS BELOW (S-5-U OR

S-5-S DEPENDING ON SEAM TYPE)

1/4" PLATE

A X

PULTIMATE = 5000 lbs

D-RING ANCHOR W/ ANCHOR PLAN

(PART NO. 2101630) FASTENED TO

PLATE W/ (2) 1/2" DIA. BOLTS

CABLE TENSION

PER PLAN

SHEET

ISSUE DATE:

DRAWN BY:

PROJECT NO:

SHEET CONTENT

CHECKED BY:

R E

D A

T E

D E

S C

R I P

T I O

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

R O

L L

R O

T E

C T

I O

E I E

L S

E X

C A

L I B

O C

I A

T E

E I E

L S

A S

F A

I R

B A

N K

L A

S K

S8.01

DETAILS

BCH

110621

10.12.11

RECORD DOCUMENTS

THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED

BY OTHERS. MILLER CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY

ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS

INFORMATION PROVIDED BY OTHERS.

OREGON

EXPIRES: 12 - 31 - 2012

I N

65401PE

ARL

E C

O R

R A

W I N

Report Control Symbol

RCS:

REQUEST FOR ENVIRONMENTAL IMPACT ANALYSIS

INSTRUCTIONS: Section I to be completed by Proponent; Sections II and III to be completed by Environmental Planning Function. Continue on separate sheets as necessary. Reference appropriate item number(s).

SECTION I - PROPONENT INFORMATION

1. TO (Environmental Planning Function) 2. FROM (Proponent organization and functional address symbol) 2a. TELEPHONE NO.

3. TITLE OF PROPOSED ACTION

4. PURPOSE AND NEED FOR ACTION (Identify decision to be made and need date)

5. DESCRIPTION OF PROPOSED ACTION AND ALTERNATIVES (DOPAA) (Provide sufficient details for evaluation of the total action.)

6. PROPONENT APPROVAL (Name and Grade) 6a. SIGNATURE 6b. DATE

SECTION II - PRELIMINARY ENVIRONMENTAL SURVEY. (Check appropriate box and describe potential environmental effects + 0 U - Including cumulative effects.) (+ = positive effect; 0 = no effect; - = adverse effect; U= unknown effect)

7. AIR INSTALLATION COMPATIBLE USE ZONE/LAND USE (Noise, accident potential, encroachment, etc.)

8. AIR QUALITY (Emissions, attainment status, state implementation plan, etc.)

9. WATER RESOURCES (Quality, quantity, source, etc.)

10. SAFETY AND OCCUPATIONAL HEALTH (Asbestos/radiation/chemical exposure, explosives safety quantity-distance, bird/wildlife aircraft hazard, etc.)

11. HAZARDOUS MATERIALS/WASTE (Use/storage/generation, solid waste, etc.)

12. BIOLOGICAL RESOURCES (Wetlands/floodplains, threatened or endangered species, etc.)

13. CULTURAL RESOURCES (Native American burial sites, archaeological, historical, etc.)

14. GEOLOGY AND SOILS (Topography, minerals, geothermal, Installation Restoration Program, seismicity, etc.)

15. SOCIOECONOMIC (Employment/population projections, school and local fiscal impacts, etc.)

16. OTHER (Potential impacts not addressed above.)

SECTION III - ENVIRONMENTAL ANALYSIS DETERMINATION

17. PROPOSED ACTION QUALIFIES FOR CATEGORICAL EXCLUSION (CATEX) # ; OR

PROPOSED ACTION DOES NOT QUALIFY FOR A CATEX; FURTHER ENVIRONMENTAL ANALYSIS IS REQUIRED.

18. REMARKS

19. ENVIRONMENTAL PLANNING FUNCTION CERTIFICATION 19a. SIGNATURE 19b. DATE (Name and Grade)

THIS FORM CONSOLIDATES AF FORMS 813 AND 814.

PREVIOUS EDITIONS OF BOTH FORMS ARE OBSOLETE.

PAGE 1 OF PAGE(S) AF IMT 813, 19990901, V1

AF IMT 813, SEP 99, CONTINUATION SHEET

PAGE OF PAGE(S)

REMARKS PAGE RCS 20-085

AF 813 Continuation Sheet Page 1 of 3

COMMENT NUMBERS CORRELATE TO AFF 813; COMPLIANCE WITH COMMENTS IS MANDATORY.

7. COMMUNITY PLANNER—AIR INSTALLATION COMPATIBLE-USE ZONE (AICUZ)/LAND USE

ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Duane Hoskins; duane.hoskins.1@us.af.mil; 907-377-4251):

• There is no impact to AICUZ or land use.

8. AIR QUALITY ANALYSIS, COMMENTS, REQUIREMENTS (Ms. Heidi Young; heidi.young.6@us.af.mil; 907- 377-1815):

• It is my understanding that the ANG maintains its own asbestos register and is responsible for complying with the asbestos requirements if present during facility maintenance and construction.

9. WATER QUALITY ANALYSIS, COMMENTS, REQUIREMENTS (Mr. John Conover; john.conover@us.af.mil;

907-377-7725):

• No comment, sept 28

10a. OCCUPATIONAL SAFETY ANALYSIS, COMMENTS, REQUIREMENTS 907-377-4260 or mishap@us.af.mil

• All applicable personal protective equipment (PPE) must be worn/utilized. If work is performed in a confined space, a confined space permit will be required.

10b. OCCUPATIONAL HEALTH ANALYSIS, COMMENTS, REQUIREMENTS: BIOENVIRONMENTAL ENGINEERING: TSgt Ann Turner; ann.e.turner12@mail.mil or usaf.eielson.354-mdg.mbx.bioenvironmental@mail.mil 907-377-6687.

• Abide by all safety data sheet information and guidance. Contact Bioenvironmental Engineering if there is a risk of chemical exposure or if any chemical release occurs.

11a. HAZARDOUS MATERIALS ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Justin Hogrefe;

justin.hogrefe.1@us.af.mil; 907-377-5209):

• All hazmat must be ordered/tracked through Enterprise, Environmental, Safety, & Occupational Health Management Information System (EESOH-MIS).

11b. HAZARDOUS WASTE ANALYSIS, COMMENTS, REQUIREMENTS (Ms. Ariane Glover;

ariane.glover@us.af.mil; 907-377-1659): All contractors performing work on Eielson AFB are required to complete onsite hazardous waste training provided by 354 CES/CEIEC. Contractor training must be completed two weeks prior to field work start date and prior to receiving the Environmental Element signature on the Work Clearance Request (AF Form 103). Please contact 377-1659 to schedule a training for handling hazardous wastes, including aerosol cans management. All costs associated with waste disposal are the responsibility of the contractor. Empty aerosol cans are the only waste accepted at the base Hazardous Waste Facility for disposal. All hazardous waste must be managed in accordance with the requirements for large quantity generators (40 CFR 262.17) under the Resource Conservation Recovery Act. Hazardous waste and non-regulated waste manifests must be signed by a designated AF POC prior to shipment off-base. Please coordinate signature through the base Hazardous Waste Facility (377-1668) 10-days prior to planned transport.

11c. SOLID WASTE ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Lonnie Britton; lonnie.britton@us.af.mil;

907-377-3313):.

mailto:duane.hoskins.1@us.af.mil mailto:heidi.young.6@us.af.mil mailto:john.conover@us.af.mil mailto:mishap@us.af.mil mailto:ann.e.turner12@mail.mil mailto:usaf.eielson.354-mdg.mbx.bioenvironmental@mail.mil mailto:justin.hogrefe.1@us.af.mil mailto:ariane.glover@us.af.mil mailto:lonnie.britton@us.af.mil

• No impact to Solid Waste Program

12. BIOLOGICAL ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Ron Gunderson;

ronald.gunderson@us.af.mil; 907-377-5182):

• No impact to biological resources.

13. CULTURAL ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Ron Gunderson; ronald.gunderson@us.af.mil;

907-377-5182):

• No impact to cultural resources.

14. GEOLOGY & SOILS/RESTORATION ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Joseph Price;

joseph.price.17@us.af.mil; 907-377-3578 or Ms. Kris Smith; 907-377-4299; kristina.smith.10@us.af.mil

• This project does not involve ground disturbance. No comments or concerns. Joseph Price, AFCEC/CZOP, 377-3578

15. SOCIOECONOMIC IMPACTS ANALYSIS, COMMENTS, REQUIREMENTS (Mr. Justin Hogrefe;

justin.hogrefe.1@us.af.mil; 907-377-5209):

• No adverse impact to low income or minority populations, employment, population projections, or local fiscal impacts.

16a. TANKS/SPILLS ANALYSIS, COMMENTS, REQUIREMENTS (Mrs. Sara Kline; sara.kline@us.af.mil; 907- 377-3365):

• All POL and hazardous material leaks/spills must be reported to 911. Eielson Fire Dispatch will call the spill line (377-7745). Eielson Environmental will conduct all communication with the Alaska Department of Environmental Conservation and/or US Environmental Protection Agency and others, if required. Discovery of historical contamination must also be reported by calling the spill line.

16b. TOXICS ANALYSIS, COMMENTS, REQUIREMENTS (Ms. Ariane Glover; ariane.glover@us.af.mil; 907-377- 1659): Due to the age of Bldg 3127 (1954), lead based paint may be present; therefore, a lead-based paint survey will be required, if disturbing painted surfaces. Survey and sampling is the responsibility of the proponent. Please use appropriate PPE and follow disposal requirements, as needed. If disposing of surfaces with paint coatings, a TCLP lead sample (using Method 1311 in SW-846) will be required. Any results greater than or equal to 5 ppm must be handled and disposed of as hazardous waste. Note that an exemption exists for scrap metal recycling for metal exhibiting a characteristic waste. Scrap metal not recycled in accordance with the regulations is not excluded under 40 CFR 261.4(a)(13) or exempt under 261.6(a)(3)(ii).

Based on the age of the following facilities: 1171, 1172, 1173, 3129, 3132, 3225, and 3225-1, no known lead based paint concerns at those locations.

16c. ENVIRONMENTAL MANAGEMENT SYSTEM ANALYSIS, COMMENTS, REQUIREMENTS (Ms. Ariane Glover; ariane.glover@us.af.mil; 907-377-1659): All contractors working on the installation are required to take the Environmental Management System (EMS) General Awareness Training (course EMS100AFIT00004) offered on TEACH (7 min duration). Training can be accessed electronically at the following mailto:ronald.gunderson@us.af.mil mailto:ronald.gunderson@us.af.mil mailto:joseph.price.17@us.af.mil mailto:kristina.smith.10@us.af.mil mailto:justin.hogrefe.1@us.af.mil mailto:sara.kline@us.af.mil site: https://usaf.learningbuilder.com. Training certificates will be required as a submittal and must be provided prior to receiving the Environmental Element signature on the AF Form 103, Work Clearance Request.

https://usaf.learningbuilder.com/

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S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 2 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3

3 4 5 6 7 8 9 7 8 9 10 11 12 13 7 8 9 10 11 12 13 4 5 6 7 8 9 10 10 11 12 3 14 15 16 14 15 16 17 18 19 20 14 15 16 17 18 19 20 11 12 13 14 15 16 17 17 18 19 20 21 22 23 21 22 23 24 25 26 27 21 22 23 24 25 26 27 18 19 20 21 22 23 24 24 25 26 27 28 29 30 28 28 29 30 31 25 26 27 28 29 30

S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 1 2 3 4 5 1 2 3 1 2 3 4 5 6 7

2 3 4 5 6 7 8 6 7 8 9 10 11 12 4 5 6 7 8 9 10 8 9 10 11 12 13 14 9 10 11 12 13 14 15 13 14 15 16 17 18 19 11 12 13 14 15 16 17 15 16 17 18 19 20 21

16 17 18 19 20 21 22 20 21 22 23 24 25 26 18 19 20 21 22 23 24 22 23 24 28 26 27 28 23 24 25 26 27 28 29 27 28 29 30 25 26 27 28 29 30 31 29 30 31 30 31 Drill Rescheduled in April

S M T W T F S S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 1 2 1 2 3 4 5 6 1 2 3 4

5 6 7 8 9 10 11 3 4 5 6 7 8 9 7 8 9 10 11 12 13 5 6 7 8 9 10 11 12 13 14 15 16 17 18 10 11 12 13 14 15 16 14 15 16 17 18 19 20 12 13 14 15 16 17 18 19 20 21 22 23 24 25 17 18 19 20 21 22 23 21 22 23 24 25 26 27 19 20 21 22 23 24 25 26 27 28 29 30 24 25 26 27 28 29 30 28 29 30 26 27 28 29 30 31

Jan 1 - New Year's Day Jan 18 - Martin Luther King Day Feb 15 - President's Day July 5 - Indepedence Day (Observed)

Oct 11 - Columbus Day Nov 11 - Veteran's Day Nov 25 - Thanksgiving Day Dec 24 - Christmas Day (Observed) May 31 - Memorial Day Sep 6 - Labor Day

Dec 31 - New Year's Day (Observed)

168TH WING 2021 AWS/DRILL CALENDAR v1 CAO: 10 September 2020

DECEMBER 2021

Drill Rescheduled in Nov

FEDERAL HOLIDAYS

AUGUST 2021

Drill Rescheduled in Aug

SEPTEMBER 2021 OCTOBER 2021 NOVEMBER 2021

Drill Rescheduled in Jan

MAY 2021 JUNE 2021 JULY 2021

JANUARY 2021 FEBRUARY 2021 MARCH 2021 APRIL 2021

9 Hour Day AWS8 Hour Day

Weekend

FEDERAL HOLIDAYS

168 WG RSD

Alaska Air National Guard 168W BCE Pavements & Grounds Facility, B3223 Eielson AFB, Alaska Type B-3 Submittal

SECTION 11 24 00

SUSPENDED MAINTENANCE AND FALL PROTECTION EQUIPMENT

10/21

PART 1 GENERAL

1.1 DESCRIPTION

Suspended maintenance and fall protection equipment including delegated design.

1.2 ADMINISTRATIVE REQUIREMENTS

a. Coordinate selection of roofing materials adjacent to anchorages. The roofing warranty shall be maintained. Flexible boots are required at roofing penetrations to allow for temporary deflection during testing and use.

b. Coordinate topcoat finishes applied over materials supplied under this specification section. Comply with paint and coating manufacturer's written recommendations for compatibility.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Manufacturer's Engineering Services

Manufacturer shall provide product information in appropriate file format to facilitate the design process and incorporate system solutions into project documents.

Provide project specific, scaled, engineered stamped shop drawings and calculations including layout, dimensions, loading and structural requirements.

Include analytical structural calculations of the connection and the supporting structure's capacity including service/fatigue design, testing, and ultimate/failure load combinations for each type of anchorage.

Roof plans with maintenance drop locations showing routing of temporary equipment supplied by the maintenance contractor such as ropes and counterweight beams.

Elevations Indicating Intermittent Stabilization Anchors

Sections at each attachment to the primary structural system

Details Of Each Fastener

SECTION 11 24 00 Page 1

1073586514N Text Box

Include applicable information of adjacent supporting structure.

SD-03 Product Data

Preparation instructions and recommendations Storage and handling requirements Installation Methods

SD-07 Certificates

Include a letter certified by an engineer registered in the project's state noting that the primary structural system has adequate capacity to support the transient equipment loading when combined with the applicable dead and live loads

Manufacturer Insurance Certificate(s)

Include Product Liability Specifically For Suspended Maintenance And Fall Protection Equipment

Installer Insurance Certificate(s)

Include Workmen's Compensation, Comprehensive General Liability, And Comprehensive Automobile Liability

Welder Qualifications

SD-10 Operation and Maintenance Data

Operations And Maintenance Manuals; G

SD-11 Closeout Submittals

Log book including record shop drawings indicating the constructed condition with a completed initial testing log, yearly inspection log to be filled out by others, a 10-year retest log to be filled out by others, and an appendix containing the preconstruction submittals

Log book shall include the statement: Systems users to inspect all equipment prior to each use, including all visible attachment points, locks, and pins to ensure all equipment is in safe working order. All users shall be trained on proper use of the equipment, as well as knowing and complying with OSHA, ANSI, and other pertinent life safety regulations. All equipment shall be annually inspected by a qualified person and also re-certified within 10 years under direct supervision of a licensed engineer.

Laminated placards noting the log book location and showing the system layout for each permanent roof access location

Warranty

1.4 QUALITY ASSURANCE

a. Products shall meet or exceed OSHA and ASME A120.1 standards, and be tested and certified by professional engineers

SECTION 11 24 00 Page 2

b. Installer Qualifications: Approved by the manufacturer and with minimum three similar completed projects

c. Welder Qualifications

1. AWS D1.1 for structural steel

2. AWS D1.2 for aluminum

3. AWS D1.6 for stainless steel

1.5 DELIVERY, STORAGE, AND HANDLING

a. Provide packaging that will allow products to be stored outdoors or clearly mark packaging to indicate that products must be protected from the elements

b. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation. Handle materials to avoid damage

1.6 PROJECT CONDITIONS

a. Do not install products under environmental conditions outside manufacturer's recommended temperature limits

1.7 WARRANTY

a. Warranty: Provide manufacturer's standard limited warranty for parts for a term of 1 year on finish and structural capacity

PART 2 PRODUCTS

2.1 SYSTEM DESIGN REQUIREMENTS

a. Design and anchorage layout to comply with OSHA, ANSI, IWCA, applicable state regulatory requirements, and other project requirements as necessary.

b. Provide graphical design indicating areas of the building to be serviced. Provide complete coverage for the type of service required and service methods.

c. Fall Protection Anchorages:

1. Capable of sustaining a minimum ultimate load of 5,000 pound force in any direction the load may be applied for fall arrest.

d. Suspended Maintenance and Tieback Anchorages, Rigging Sleeves, Monorails, and Davits:

1. Capable of sustaining a 1,250 pound force service load in any direction the load may be applied under allowable stresses for material fatigue loading.

2. Capable of sustaining a 1,800 pound force impact service load in any direction the load may be applied for fall arrest loading.

3. Capable of sustaining a 5,000 pound force test load in any direction the load may be applied under the elastic limits of the materials.

SECTION 11 24 00 Page 3

e. Horizontal Lifelines:

1. Capable of sustaining a 1,800 pound force impact service load in any direction the load may be applied when two users are attached to the system with shock absorbing lanyards limiting the force applied to the system to 900 pounds force for each user.

2. Maintain a minimum factor of safety from service loads to elastic material limits of 2:1.

3. Capable of sustaining a minimum ultimate load of 5,000 pound force in any direction the load may be applied under the plastic limits of the materials.

4. All components of the system shall be directly specified and supplied including manufacturer, make, and model in the design. No replacement components or equals are allowed.

2.2 PRODUCT REQUIREMENTS

a. Anchors shall be completely free of sharp edges or abrasive surfaces.

b. Specifically deburr hoops after hot dip galvanizing process.

c. All exposed portions of carbon steel anchors shall be hot dipped galvanized or aluminum thermal sprayed.

d. Vent holes to accommodate the hot dip galvanizing process shall be permanently sealed.

1. Provide a minimum of 3/4" diameter attachment hoop. Attachment hoop shall be capable of sustaining 5,000 pound force in any direction the load may be applied under the plastic limits of the materials.

2. Inside radius shall be a minimum of 2 inches.

2.3 MATERIALS

a. Steel Shapes: ASTM A36.

b. W Shapes: ASTM A572, Grade 50.

c. HSS Tube and Pipe: ASTM A500, Grade B.

d. Aluminum: 6061 or 6063 with appropriate temper.

e. Welding Rods and Bare Electrodes: Per AWS requirements.

f. Galvanizing Repair Paint: High zinc dust content paint compatible with surfaces to be coated.

g. Exposed Fasteners: Galvanized steel.

h. Concealed Fasteners: Stainless steel.

SECTION 11 24 00 Page 4

2.4 FINISHES

a. Stainless steel, no applied finish.

b. Galvanized steel, no applied finish.

2.5 ACCESSORIES

a. Thermal Insulation: Load bearing thermal insulation separation material.

1. Thickness: 1/4 inch

2. Thickness: 1/2 inch

3. Thickness: 1 inch

PART 3 EXECUTION

3.1 EXAMINATION

a. Verify substrates match the recommendations of the manufacturer and the project specific shop drawings.

b. Verify bearing surfaces are even, plumb, and true. Uneven bearing surfaces may lead to loosening of anchorages during load testing and rejection of anchorage.

c. Do not begin installation until substrates have been properly prepared.

d. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 INSTALLATION

a. Sequence and coordinate with other ongoing work, allowing appropriate notice to other trades and inspectors.

b. Install anchors and fasteners in strict accordance to manufacturer requirements.

c. Torque fasteners with a calibrated torque wrench in strict accordance to manufacturer requirements.

d. Fasteners shall be vibration proof through the use of permanent thread locking compound, deformed thread nuts, or damaged threads. Split ring lock washers are not acceptable without additional retention as noted.

e. Coordinate installation with the General Contractor to verify installation will result in a warrantable building envelope.

f. Prevent galvanic action and other forms of corrosion by insulating metals from direct contact with incompatible materials.

g. Prepare and touch up blemishes and carbon steel field welds with cold galvanizing compound.

SECTION…

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 Aug 3, 2021.