21-2001 SOW Pkg.pdf

STATEMENT OF WORK

FTQW 21-2001 Repair Roof Fall Protection

1.0 SCOPE

Work will include the repair and recertification of building roof fall protection systems. Work will also include repair of roof damage caused by the fall protection system. 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 DESCRIPTION OF WORK

This work includes the repair and recertification of roof fall protection systems on Buildings 1171, 1172, 1173, 3127, 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, missing fasteners, and damaged caps or flashing due to repeated contact between the cable and the roof. This appears to be caused by either 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. Photos from the Roof Condition Report are included in Attachment 3. This is not an all-inclusive list of issues and should be field verified by the contractor. Damaged roof components shall be properly repaired or replaced. Areas requiring resurfacing shall be prepared to remove corrosion, primed, and painted according to manufacturer’s instructions to maintain warranty. Paint codes of existing roof colors are provided in Attachment 4.

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.

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

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.

General work tasks include:

• Evaluate existing fall protection systems.

• Repair fall protection systems, to ensure replacement of failed components and ensure systems will not cause subsequent roof damage.

• Certify fall protection systems.

• Repair roof damage caused by fall protection systems.

3.0 GOVERNMENT FURNISHED MATERIALS: None

4.0 INSTRUCTIONS TO THE CONTRACTOR:

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

4.2 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.

4.3 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.

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

4.5 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.

4.6 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.

4.7 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.

4.8 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.

5.0 ATTACHMENTS

Attachment 1: 168th Wing Map Attachment 2: As-built Drawings Attachment 3: Photos from 2019 Roof Conditions Report Attachment 4: Paint Color Codes Attachment 5: 168 WG Calendar Attachment 6: Submittal Register

XX September 2020

END OF STATEMENT

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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.

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STRUCTURAL DRAWING INDEX

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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.

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DETAIL REFERENCE

DETAIL SECTION CUT

BUILDING OR WALL

SECTION CUT

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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

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STRUCTURAL ABBREV.

STRUCTURAL SYMBOLS

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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.

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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.

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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.

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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

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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.

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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.

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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

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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.

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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

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DRAWN BY:

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BUILDING 1173

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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.

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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.

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

V

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COPYRIGHT 2011

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

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BULIDING 3127

BCH

110621

10.12.11

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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

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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.

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

V

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COPYRIGHT 2011

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

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S1.06

BUILDING 3129

BCH

110621

10.12.11

A

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E S

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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.

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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

V

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N

COPYRIGHT 2011

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

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S1.07

BUILDING 32251

BCH

110621

10.12.11

A

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E S

S

P

O I N

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.

OREGON

EXPIRES: 12 - 31 - 2012

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S1.08

ROOF FALL PROTECTION LAYOUT

BUILDING 3225

3/32" = 1'-0"

N

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

V

D A

T E

D E

S C

R I P

T I O

N

COPYRIGHT 2011

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

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S1.08

BUILDING 3225

BCH

110621

10.12.11

A

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E S

S

P

O I N

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.

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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

DESIGNED BY OTHERS

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

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SEE SCHEDULE FOR

PLATE THICKNESS

S T

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1"

TYP.

T Y

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S8.01

END BRACKET ANCHOR PLATE

1 1/2" = 1'-0"

10"

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1"

TYP.

T Y

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EVOLUTION END ANCHOR

(PART NO. 7240176) FASTENED

TO PLATE W/ 5/8" DIA. BOLT

STANDING SEAM ROOF PANELS

DESIGNED BY OTHERS

(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

1"

T Y

P

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

DESIGNED BY OTHERS

S8.01

D-RING ANCHOR PLATE

1 1/2" = 1'-0"

10"

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TYP.

T Y

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STANDING SEAM ROOF PANELS

DESIGNED BY OTHERS

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

S-5-S DEPENDING ON SEAM TYPE)

1/4" PLATE

M

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

V

D A

T E

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R I P

T I O

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COPYRIGHT 2011

Miller Consulting Engineers, Inc.

LINE IS 2 INCHES

AT FULL SCALE

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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

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Distress Summary

Building 1168, Aircraft Fabrication: This 21 year old inverted single-ply roof has vegetation growing in the paver joints and backed-out fasteners on the metal cap.

Building 1171, Fuels Maintenance: The fall arrest system cables are rubbing on the standing seams, several fasteners are backed-out and the expansion joint between sections A and B has a few holes on this 22 year old standing seam metal roof.

Building 1172, AGE Warm Storage: This standing seam metal roof is in good shape for being 23 years old. It only has broken plastic ridge end caps and a few backed-out fasteners for distresses.

Building 1173, Deicer Storage: This 23 year old standing seam metal roof is in good condition also. It has a few backed-out/ corroded fasteners and a little surface dete-rioration for distresses.

Building 1174, Fuel Station: All six penetrations are missing flashing boots on this 29 year old metal panel canopy.

Building 1176, Hangar: For only being 2 years old this single ply roof has several distresses. Numerous lumps under the membrane, some of which have created holes.

Also some of the base flashing has come loose and there is several areas of ponding.

Building 1180, LOX Storage: This 8 year old metal panel roof has some missing and misaligned foam panel closures.

Building 1191, AGE Parking: At 20 years old this modified bituminous roof is recom-mended for replacement. The substrate is exposed in several places, patches are de-teriorated and there are numerous ridges throughout the roof area.

Building 3127, Wing Headquarters: The 14 year old standing seam metal roof on this building is in great shape with only a few areas of surface deterioration.

Building 3128, Alert Garage: This 27 year old metal panel roof needs some panels replaced due to the fasteners corroding holes through some of the panels.

Building 3129, Operations: The metal panel sections of this roof are 17 & 23 years old and have backed-out/missing fasteners, surface deterioration, and the trees are rubbing on it on the north side. The new single-ply section has an abundance of abandoned cable laying on it and several lumps under the membrane. The older sec-tion has vegetation growing in the joints of the pavers that cover it.

Building 1171, Fuels Maintenance: The fall arrest system cables are rubbing on theBuilding 1171, Fuels Maintenance: The fall arrest system cables are rubbing on the standing seams, several fasteners are backed-out and the expansion joint between standing seams, several fasteners are backed out and the expansion joint be sections A and B has a few holes on this 22 year old standing seam metal roof.

Building 1172, AGE Warm Storage: This standing seam metal roof is in good shape u d g 7 , G Wa Sto age: s sta d g sea eta oo s good s ape for being 23 years old. It only has broken plastic ridge end caps and a few backed-for being 23 years old. It on out fasteners for distresses.

Building 1173, Deicer Storage: This 23 year old standing seam metal roof is in goodBuilding 1173, Deicer Storage: This 23 year old standing seam metal roof is in good condition also. It has a few backed-out/ corroded fasteners and a little surface dete-co d t o a so. t as a rioration for distresses.

Building 3127, Wing Headquarters: The 14 year old standing seam metal roof on this Building 3127, Wing Headquarters: The 14 year old standing seam metal building is in great shape with only a few areas of surface deterioration.

Building 3129, Operations: The metal panel sections of this roof are 17 & 23 years u d g 3 9, Ope at o s: e eta pa e sect o s o t s oo a e 7 & 3 yea s old and have backed-out/missing fasteners, surface deterioration, and the trees areold and have backed out/missing fasteners, surface deterioration, and the trees are rubbing on it on the north side. The new single-ply section has an abundance of ubb g o t o t e o t s de. e ew s g e p y sect o as a abu da ce o abandoned cable laying on it and several lumps under the membrane. The older sec-abandoned cable laying on it and several lumps under the membran tion has vegetation growing in the joints of the pavers that cover it.

Building 3130, Supply: This 27 year old membrane roof has vegetation growing in the joint of the ballast pavers, a few holes in the base flashing and a lead flashing sleeve that isn’t sealed.

Building 3131, HAZMAT: Vegetation is growing in the paver joints on this 28 year old modified bitumen roof.

Building 3132, Cold Storage: The only distress on this 25 year old metal panel roof is backed-out, missing or corroded fasteners.

Building 3133, Vehicle Maintenance: This 25 year old modified bituminous roof has a couple holes, a few improperly flashed penetrations, some loose base flashing and some debris for the surface granule deterioration.

Building 3180, Communications: The metal sections on this roof are distress free.

The single-ply sections have numerous distresses for only being 5 & 8 years old. The base flashing has several different distresses, the metal cap flashing also has several distresses and there is several areas of ponding due to the wrinkling of the membrane.

Building 3225, Civil Engineering: This 21 year old metal panel and single-ply roof is in good condition. The single-ply sections have some vegetation growing in the paver joints and the metal sections have a little surface deterioration.

Building 3325-1, CE Storage: The ridge cap on this 10 year old metal panel roof is deformed. Also a couple fasteners are corroded, the surface has a few scratches and a panel closure is misaligned.

Building 3345, Clinic: This 19 year old single-ply roof has some debris, a few lumps under the membrane and one base flashing reinforcement strip that is coming loose.

Building 3132, Cold Storage: The only distress on this 25 year old metal panel roof Building 3132, Cold Storage: The only distre is backed-out, missing or corroded fasteners.

Building 3225, Civil Engineering: This 21 year old metal panel and single-ply roof isu d g 3 5, C v g ee g: s yea o d eta pa e a d s g e p y oo s in good condition. The single-ply sections have some vegetation growing in the paver in good condition. The single ply sections have some vegetation joints and the metal sections have a little surface deterioration.

Building 3325-1, CE Storage: The ridge cap on this 10 year old metal panel roof isBuilding 3325 1, CE Storage: The ridge cap on this 10 year old metal panel roof is deformed. Also a couple fasteners are corroded, the surface has a few scratches and de o ed. so a coup e aste a panel closure is misaligned.

Building 1171, Fuels Maintenance

Section A & B

The fall arresting cable is causing surface deterioration on both sections.

Several fasteners are backed-out like this one or are missing on both sections.

Building 3127, Wing Headquarters

The only distress found is the surface deterioration on some of the standing seams from the fall arrest anchor sliding down.

Section C

The fall arresting cable is causing surface deterioration on the standing seams.

A few flashing and panel fasteners are either corroded, backed-out or missing.

ROOF DISTRESS LEGEND

DISTRESSES QUANTITY:

SQUARE FT OR LINEAR FT

DISTRESS DEFINITION:

DISTRESS SEVERITY:

DISTRESS TYPE:

DISTRESS NUMBER AND

APPROXIMATE LOCATION:

EXAMPLE:

BUILT-UP ROOFING SYSTEM

3 / BF / H / 2 / 14

3 = DISTRESS NUMBER 3

BF = BASE FLASHING DISTRESS

1 EM L 1 55

H = HIGH SEVERITY

2 = THERE ARE EXPOSED GAPS AT 2 EM M 1 5

THE TOP WHICH ARE NOT

COUNTERFLASHED OR THERE

ARE OPEN SIDE LAPS. 3 BF H 2 14

14 = THIS DISTRESS WAS

FOUND IN FOURTEEN LOCATIONS.

D I S

S E V

D E F

Q

Y

ROOF SYMBOLS LEGEND

H Hatch E Equipment P Penthouse S Skylight SC Solar Collector T Transformer V Ventilator

Antenna

#I Core Sample with Sample Identifier

Roof Vent

Ladder

Scupper

Chimney or Flue

Pitch Pan

Flashed Penetration

Lightning Rod

Roof Edge

Parapet or Adjacent Building

Expansion Joint or Roof Divider

Roof Drain

= Walkway = Pipe or Conduit = Cable e = Roof Edge or Eave p = Parapet ra = Rake v = Valley w = Adjacent Wall ej = Expansion Joint r = Ridge

PANEL DISTRESSES

Section Wide Surface Deterioration (SW) Degradation of factory applied finish on the panel, such as colored paint, clear coat, anodized finish; degradation of the field-applied coating; or metal corrosion. This defect should be used to characterize an entire roof section. For localized areas of surface deterioration, use the Localized Sur-face Deterioration distress.

SW -- Low

1. Applied finish exhibits chalking, fading, or scratching over the entire roof sec-tion, but underlying corrosion is not apparent.

SW -- Medium

1. Base metal or applied finish exhibits chalking, fading, or scratching over the entire roof section, requiring a coating or surface treatment repair.

SW -- High

1. Base metal exhibits corrosion over the entire roof section, requiring a roof re-placement.

By definition, count the square feet of the entire area of the roof section.

Localized Surface Deterioration (SD) Degradation of factory applied finish on the panel, such as colored paint, clear coat, anodized finish; degradation of the field ap-plied coating; or metal corrosion.

SD -- Medium

1. Localized loss of applied finish or localized metal corrosion.

2. Metal panel finish exhibits degradation caused by grease, solvent, or oil drip-pings.

SD -- High

1. For panel system that has mechanically interlocked seams, panel has corro-sion holes that require localized repair.

2. Metal panel finish exhibits degradation caused by grease, solvent or oil drip-pings that require panel replacement.

Note: Once any panel has a distress that requires panel replacement; do not count other distresses on that same panel.

Note: Due to mechanical seaming, mechanically interlocked panels are typically diffi-cult to replace, and localized repairs would likely be made in lieu of panel replacement.

For M-1, M-2, and H-1 defects, measure the square feet of defective panel area.

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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

PROJECT NUMBER : PROJECT TITLE: SOLICITATION/CONTRACT NO.:

SCHEDULE OF MATERIAL SUBMITTALS Repair Roof Fall Protection, Multi Bldg

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2 Roof Paint 1 1 1

3 Signage 1

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5 System Certification 1

FTQW 21-2001

AF FORM 66 (Computer Generated) PAGE 1 of 2

PROJECT NUMBER : PROJECT TITLE: SOLICITATION/CONTRACT NO.:

SCHEDULE OF MATERIAL SUBMITTALS Repair Roof Fall Protection, Multi Bldg

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FTQW 21-2001

AF FORM 66 (Computer Generated) PAGE 2 of 2

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