Grp3QA.pdf

PROJECT TITLE: F‐35 FUEL CELL MAINTENANCE FACILITY RENOVATION (Bldg 1344)

LOCATION: EIELSON AFB, ALASKA

PROJECT: FTQW 18‐0205

SOLICITATION QUESTIONS AND ANSWERS: Group 3

1. Door supplier called and neither of us can locate the hardware groups called out in the door schedule on A‐920. Please clarify.

ANSWER: Door hardware information is detailed in specification Section 08 71 00. The manufacturers names are listed on Page 13. The manufacturers listed are well known. For example hardware dealers for Best Access Systems, Stanley and Trimco are relatively easy to find with an online search.

2. . In reading through Questions & Answers & Pictures Group #2 it appears that there are some of the same questions & attachments that are located in Group #1 which the attachments missing from Group #2. Please see below for additional items missing from Group #2: Revised Sheet A500 (QA #9, #18) Section 072719 Self‐Adhering Air Barriers (QA #13) Section 061000 Rough Carpentry (QA #17) Section 055013 (QA#28) Detail 9a, 9b & 9c / A810 (QA #29) Revised Section 099600 (QA #56) Question #58.

ANSWER: Please see the attached items.

3. Question #57, yes the Pre‐Bid Site Visit Attendee List is attached. Are the names & phone numbers supposed to be blacked out?

ANSWER: Yes, names and phone numbers are supposed to be blocked out. There is no official guidance on sharing the site visit attendee list, therefore, 354 CONS has determined that publishing the list of companies who attended should help with bid preparation while not releasing any personal information such as personal cell phones.

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION FINAL

FTQW 18-0205

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 96 00

HIGH-PERFORMANCE COATINGS

11/14

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

2.2 MATERIALS

2.2.1 Epoxy Coatings

2.2.1.1 Concrete Surface Coatings

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Surface Preparation

3.1.2 Cleaning

3.1.3 Concrete Surfaces

3.1.3.1 Concrete Substrates

3.1.4 Coating Material Preparation

3.1.4.1 Thinning

3.1.4.2 Tinting

3.2 APPLICATION

3.2.1 Brush Application

3.2.2 Roller Application

3.2.3 Spray Application

3.3 FIELD QUALITY CONTROL

3.3.1 Field Test

3.3.2 Repairing

-- End of Section Table of Contents --

SECTION 09 96 00 Page 1

SECTION 09 96 00

HIGH-PERFORMANCE COATINGS

11/14

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM SI10 (2016) American National Standard for Use of the International System of Units (SI):

The Modern Metric System

MASTER PAINTERS INSTITUTE (MPI)

MPI ASM (2012) Architectural Painting Specification Manual

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC 7/NACE No.4 (2007; E 2004) Brush-Off Blast Cleaning

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Epoxy Paint; G

SD-03 Product Data

Epoxy Coatings; G

SD-04 Samples

Color Chips; G

SD-07 Certificates

Manufacturer's Printed Instructions; G

1.3 QUALITY CONTROL

Comply with Master Painters Institute (MPI) Standards indicated and listed in "MPI Approved Products List." Comply with the requirements in "MPI Architectural Painting Specification Manual" before any project is started.

SECTION 09 96 00 Page 2

Submit an equipment list consisting of a list of proposed equipment to be used in performance of construction work.

Submit three color chips 3-inch by 4-inch or manufacture's pull-down of each finish color and gloss as scheduled.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver special coating materials to the project in their original containers bearing manufacturer's name, descriptive label, and coating formulations. Provide new and unopened containers.

Store special coating materials in tightly closed containers in a covered, well-ventilated area where they are not exposed to excessive heat, fumes, sparks, flame, or direct sunlight. Protect water-based coatings against freezing.

Store solvents, thinners, and equipment cleaners with the same care as the coating materials with ambient temperatures continuously maintained at a minimum 45 degrees F.

PART 2 PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

Submit manufacturer's catalog data including manufacturer's name and identification. Include detailed data analysis of each special coating material required for the project, with all the coating constituents measured as percentages of the total weight of the coating. Also provide manufacturer's data concerning application, thinning, and average coverage per gallon

2.2 MATERIALS

2.2.1 Epoxy Coatings

5-coat epoxy system, Slip-resistan, light reflective. Mark floor areas with striping per below.

a. Layout floor striping and clear areas according to UFC 4-211-01 13 April 2017, Change 1 November 2017 paragraph 5-3.2.

b. Submit an epoxy paint shop drawing depicting proposed layout to the Contracting Officer 45 days in advance of planned work for approval.

Resins for finish coats are based on a polyamide-cured, epoxy-resin material. Apply finish coats with a dry-film thickness of not less than 4 mils per coat. Finish color and gloss are as indicated.

2.2.1.1 Concrete Surface Coatings

Apply an epoxy slip-resistant deck coating system; Basis of Design ECO-MPE 5-coat epoxy system by Tennant Company. Apply a prime coat to fill concrete surface pores with a total dry-film thickness of not less than 2 mils.

SECTION 09 96 00 Page 3

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Surface Preparation

Protect adjacent materials and equipment against damage from spillage, dripping, and spatter of coating materials. Leave clean building materials and equipment with all damaged surfaces corrected. Provide "WET PAINT" signs to indicate newly painted surfaces.

Protect work of other trades against damage from coating operation.

Correct damage by cleaning, repairing, replacing, and recoating, as approved by the Contracting Officer, and leave in an undamaged condition.

At completion of construction activities of other trades, touch up and restore damaged or defaced coated surfaces.

Provide forced ventilation for interior spaces during application and drying of coatings to prevent the buildup of toxic or explosive concentrations of solvent vapors.

Provide fire extinguishers of the required quantity and correct type to combat flammable liquid fires.

Dispose of rags that are used to wipe up coating materials, solvents, and thinners by drenching with water and placing them in a covered metal container

3.1.2 Cleaning

At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.

After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

Clean application equipment promptly and thoroughly with a suitable solvent after each use and stored in a clean, covered, well-ventilated container.

3.1.3 Concrete Surfaces

Conform to MPI ASM for substrates indicated. Remove plates, machined surfaces, and similar items already in place that are not to be coated.

Provide surface-applied protection before surface preparation and coating where removal is impractical or impossible. After completing coating operations, reinstall items that were removed.

Clean dirt, oil, grease, and incompatible paints from substrates to ensure bonding. Coordination of shop-applied prime coats with high-performance coatings is critical. Remove incompatible primers. Reprime substrate with compatible primers as required to produce coating systems indicated.

3.1.3.1 Concrete Substrates

Remove release agents, curing compounds, efflorescence, and chalk. Maximum allowable moisture content of concrete is 12 percent. Measure moisture content with an electronic moisture meter.

SECTION 09 96 00 Page 4

Clean surfaces with pressurized water. Use pressure range of [ 1500 to 4000 psi at 6 inch to 12 inch][ 4000 to 10,000 psi].

Comply with SSPC 7/NACE No.4 (NACE No. 4), "Brush-Off Blast Cleaning" for abrasive cleaning.

3.1.4 Coating Material Preparation

Mix and prepare coating materials in accordance with the coating manufacturer's printed instructions for applying the particular material and coat. Keep materials which are not in actual use in closed containers.

Coating materials that have been mixed with an automatic shaker are allowed to stand to let air bubbles escape, then given a final hand mixing before application. Stir materials so as to produce a mixture of uniform density. Stir at frequent intervals during application to prevent skinning. Do not stir film which may form on the surface of the material.

Remove film and strain, if necessary.

3.1.4.1 Thinning

Thinning is done in accordance with coating manufacturer's printed directions for the particular material and coat.

3.1.4.2 Tinting

Ensure prime and intermediate coats of paint are slightly different tints from the finish coat to facilitate identification of each coat. Tinting is done by the coating manufacturer and clearly identified as to color and coat.

3.2 APPLICATION

Do not perform exterior painting in damp or rainy weather. Interior painting is not allowed until the building is enclosed and has thoroughly dried out. Painting is not allowed below 50 degrees F or above 95 degrees F. Apply paint in accordance with the coating manufacturer's recommendations, and as specified.

Ensure coating application is done by skilled applicators. Apply coatings to clean and properly prepared surfaces. Apply coatings with clean, high-quality application equipment. Allow sufficient time between coats to ensure complete drying and curing. Sand and dust surfaces between coatings, as required, to produce a surface free of visible defects.

Lightly sand high gloss coatings and clear finishes between coats to ensure bond of following coats.

Apply coats to the surfaces in an even film. Cloudiness, spotting, holidays, laps, application marks, runs, sags, and other similar surface imperfections are not acceptable. Remove defective coating applications and re-coat as directed.

Ensure coating lines such as wainscots are sharp, true, and well-defined.

Tape may be used to establish coating lines, providing tape is removed before ragging or sawtooth edges form.

Ensure surfaces, including edges, corners, crevices, welds, and other similar changes in surface plane, meet the dry-film thickness not less than specified.

SECTION 09 96 00 Page 5

3.2.1 Brush Application

Use clean, proper size brushes for high-quality application of the specified coating materials. Brush out slow-dry coatings. Brush out quick-dry coatings only enough to spread out evenly.

3.2.2 Roller Application

Use clean roller covers of the proper nap length, nap texture, and material for high-quality application of the specified coating materials.

Ensure roller application is equivalent in all respects to the same coats applied by high-quality brush application.

3.2.3 Spray Application

Do not allow spray application of coatings.Spray application equipment is limited to airless-spray equipment and electrostatic-spray equipment.

Ensure equipment is clean and operated by workmen skilled in high quality application of coating materials.

3.3 FIELD QUALITY CONTROL

3.3.1 Field Test

Government may take dry-film tests from time to time on finished surfaces.

Apply additional coatings to surfaces where there is less than the minimum specified dry-film thickness.

3.3.2 Repairing

Remove damaged and unacceptable portions of completed work and replace with new work to match adjacent surfaces at no additional cost to the Government.

-- End of Section --

SECTION 09 96 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

SECTION 10 51 13

METAL LOCKERS

05/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, HANDLING, AND STORAGE

1.4 FIELD MEASUREMENTS

1.5 QUALITY ASSURANCE

1.5.1 Color Chips

PART 2 PRODUCTS

2.1 TYPES

2.1.1 Single-tier Lockers

2.1.2 Locker Benches

2.2 MATERIAL

2.2.1 Galvanized Steel Sheet

2.2.2 Chromium Coating

2.2.3 Finish

2.2.3.1 Color

2.3 COMPONENTS

2.3.1 Built-In Locks

2.3.2 Coat Hooks

2.3.3 Hat Shelf

2.3.4 Door Handles

2.3.5 Doors

2.3.5.1 Hinges

2.3.5.2 Latching Mechanisms

2.3.6 Latch Strikes

2.3.7 Silencers

2.3.8 Back and Side Panels, Tops, and Bottoms

2.3.9 Sloping Locker Tops

2.3.10 Infill Panels

2.3.11 Shelves

2.3.12 Base Panels

2.3.13 Legs

2.3.14 Number Plates

2.3.15 Fastening Devices

PART 3 EXECUTION

3.1 ASSEMBLY AND INSTALLATION

3.2 FIELD QUALITY CONTROL

3.2.1 Testing

3.2.2 Repairing

3.2.3 Cleaning

SECTION 10 51 13 Page 1

-- End of Section Table of Contents --

SECTION 10 51 13 Page 2

SECTION 10 51 13

METAL LOCKERS

05/11

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A568/A568M (2017a) Standard Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, General Requirements for

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A924/A924M (2017a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM D6386 (2016) Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-PRF-22750 (2011; Rev G) Coating, Epoxy, High Solids

MIL-PRF-23377 (2012; Rev K) Primer Coatings: Epoxy, High Solids

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS AA-L-00486 (Rev J) Lockers, Clothing, Steel

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in

SECTION 10 51 13 Page 3 accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Types; G

SD-03 Product Data

Material; G

Locking Devices; G

Handles; G

Finish; G

Locker components; G

SD-04 Samples

Color chips; G

1.3 DELIVERY, HANDLING, AND STORAGE

Deliver lockers and associated materials in their original packages, containers, or bundles bearing the manufacturer's name and the name of the material. Protect from weather, soil, and damage during delivery, storage, and construction.

1.4 FIELD MEASUREMENTS

To ensure proper fits, make field measurements prior to the preparation of drawings and fabrication. Verify correct location

1.5 QUALITY ASSURANCE

1.5.1 Color Chips

Provide a minimum of three color chips, not less than 3 inches square, of each color scheduled.

Government may request performance-characteristic tests on assembled lockers. Tests and results must conform to FS AA-L-00486. Lockers not conforming will be rejected.

PART 2 PRODUCTS

2.1 TYPES

Locker must have the following type and size in the location and quantities indicated. Locker finish colors will be as scheduled.

2.1.1 Single-tier Lockers

Single-tier lockers must be as follows:

Type STL-1: Single-tier locker 12 inches wide, 15 inches deep, and 72 inches high, attached to 4-inch high base. Locker Body; 24 gage, 0.0239-inch.

SECTION 10 51 13 Page 4

2.1.2 Locker Benches

a. Free standing type; bench top of solid high density polyethylene (HDPE); painted steel pedestals.

b. Height: 17 minimum to 19 maximum.

c. Length: Per Drawings.

2.2 MATERIAL

2.2.1 Galvanized Steel Sheet

ASTM A653/A653M and ASTM A924/A924M, commercial quality, minimized spangle, galvanized steel sheet with not less than G60 zinc coating. Prepare surface of sheet for painting in accordance with ASTM D6386, Method A.

Minimum uncoated sheet thickness .

2.2.2 Chromium Coating

Nickel and chromium electrodeposited on the specified base metal. Conform to ASTM B456, SC-3, as applicable to the base metal.

2.2.3 Finish

FS AA-L-00486.

2.2.3.1 Color

As selected.

2.3 COMPONENTS

2.3.1 Built-In Locks

FS AA-L-00486. Provide locking devices as a padlock eye in the door latching mechanism.

2.3.2 Coat Hooks

FS AA-L-00486, zinc plated, 2 coat hooks.

2.3.3 Hat Shelf

FS AA-L-00486.

2.3.4 Door Handles

FS AA-L-00486. Provide zinc alloy or steel handles with a chromium coating.

2.3.5 Doors

FS AA-L-00486, not less than 0.0598 inch thick steel sheet.

2.3.5.1 Hinges

In addition to the requirements of FS AA-L-00486, provide 5-knuckle hinges, minimum 2 inches high. Fabricate knuckle hinges from not less than 0.0787

SECTION 10 51 13 Page 5 inch thick steel sheet. A full height piano hinge may be provided if standard with the manufacturer. Weld or bolt hinges to the door frame.

Weld, bolt, or rivet hinges to the door.

2.3.5.2 Latching Mechanisms

FS AA-L-00486.

2.3.6 Latch Strikes

FS AA-L-00486. Fabricate from not less than 0.0787 inch thick steel sheet, except latch strike may be continuous from top to bottom and fabricated as part of the door framing.

2.3.7 Silencers

FS AA-L-00486.

2.3.8 Back and Side Panels, Tops, and Bottoms

FS AA-L-00486, not less than 0.0474 inch thick steel sheet.

2.3.9 Sloping Locker Tops

Provide sloping locker tops in addition to the locker-section flat tops.

Sloping tops must be continuous in length. Provide fillers or closures at the exposed end of sloping tops. Fabricate sloping tops from not less than 0.0478-inch thick steel sheet.

2.3.10 Infill Panels

Provide metal infill panels and framing at all interior corners of adjoining lockers. panel infill to match gage and color of locker body.

2.3.11 Shelves

FS AA-L-00486. Fabricate from not less than 0.0598 inch thick steel sheet.

2.3.12 Base Panels

FS AA-L-00486.

2.3.13 Legs

Provide lockers without legs, as indicated.

2.3.14 Number Plates

FS AA-L-00486. Zinc. Provide consecutive numbers starting from 101.

2.3.15 Fastening Devices

Provide bolts, nuts, and rivets as specified in FS AA-L-00486.

PART 3 EXECUTION

3.1 ASSEMBLY AND INSTALLATION

Assemble lockers according to the locker manufacturer's instructions.

SECTION 10 51 13 Page 6

Align lockers horizontally and vertically. Secure lockers to wall and base with screws as indicated. Bolt adjacent lockers together. Adjust doors to operate freely without sticking or binding and to ensure they close tightly.

3.2 FIELD QUALITY CONTROL

3.2.1 Testing

Government may request performance-characteristic tests on assembled lockers in accordance with FS AA-L-00486. Lockers not conforming will be rejected.

3.2.2 Repairing

Remove and replace damaged and unacceptable portions of completed work with new.

3.2.3 Cleaning

Clean surfaces of the work, and adjacent surfaces soiled as a result of the work, in an approved manner. Remove equipment, surplus materials, and rubbish from the site.

-- End of Section --

SECTION 10 51 13 Page 7

PROVIDE CONTINUOUS AIR TIGHT SEAL

AT WALL TERMINATION TO METAL DECK

AND ENTIRE WALL PERIMETER.

CONTINUOUS ACOUSTICAL SEALANT TO

ACCOMODATE STRUCTURAL DEFLECTION

METAL DECK PER STRUCTURAL

NOTCH SHEETROCK TO FIT METAL DECK

PROFILE WITH GAP SIZED TO

ACCOMODATE STRUCTURAL DEFLECTION.

WHERE METAL DECK FLUTES

ARE PARALLEL TO WALL

ASSEMBLY, SEE DETAIL

G A

P 1/

2" M

IN

FASTEN GYPSUM BOARD TO STUD.

FASTENERS TO TRACK PROHIBITED.

MAINTAIN 1/2" GAP BETWEEN TOP OF

GYPSUM AND STRUCTURE ABOVE

SEALANT

GYPSUM

J BEAD

PROVIDE DEFLECTION TRACK AT

NON BEARING STUD WALLS

EXTENDING TO STRUCTURE ABOVE

UNLESS NOTED OTHERWISE.

MAINTAIN 1/2” GAP BETWEEN

TOP OF STUD AND TRACK ABOVE

G A

P 1/

2" M

IN

INSTALL DEFLECTION TRACK PER

MANUFACTURERS RECOMMENDATIONS

SEE

ASSEMBLY

TYPE

1/ 2"

M

IN

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION

021702

AECC511

/2 2/

:2 2:

P

M

JB

FG

BIDDER QUESTION

10/22/18

3" = 1'-0"

INTERIOR FRAMING DETAIL - PARTITION

DEFLECTION ATTACHMENT

3" = 1'-0"

INTERIOR ACOUSTIC DETAIL - PARTITION

DEFLECTION ATTACHMENT - NOT PARALLEL

TO FLUTES

9A

A810

9B A810

FRICTION FIT FIBERGLASS BATT

INSULATION TO FILL CAVITY

WHERE METAL DECK FLUTES

ARE NOT PARALLEL TO WALL

ASSEMBLY, SEE DETAIL

CONTINUOUS ACOUSTICAL SEALANT

FILL CAVITY WITH CONTINUOUS

ACOUSTICAL SEALANT TO ACCOMODATE

STRUCTURAL DEFLECTION

PROVIDE CONTINUOUS AIR TIGHT SEAL

AT WALL TERMINATION TO METAL DECK

AND ENTIRE WALL PERIMETER.

20 GAGE METAL CLOSURE PLATE.

SPAN METAL DECK FLUTE COMPLETELY

TO PROVIDE CONTINUOUS SEAL

1" MIN, TYP

1" MIN

TYP

METAL DECK PER STRUCTURAL

PER

ASSEMBLY

TYPE

PER

ASSEMBLY

TYPE

FOR TYPICAL

ANNOTATION

SEE DETAIL

AS REQ'D FOR

AIR TIGHT SEAL

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

F-35 FUEL CELL MAINTENANCE FACILITY RENOVATION

021702

AECC511

/2 2/

:2 2:

P

M

Designer

Author

BIDDER QUESTION

10/22/18

9C

A810 3" = 1'-0"

INTERIOR ACOUSTIC DETAIL - PARTITION

DEFLECTION ATTACHMENT - PARALLEL TO

FLUTES

A - TYPICAL

1. ASSEMBLIES ARE DIAGRAMS ONLY, DO NOT SCALE.

2. ASSEMBLIES ARE INTENDED TO DESCRIBE MATERIALS AND

THEIR RELATIONSHIP WITHIN A GIVEN CEILING, FLOOR, ROOF,

OR WALL. PENETRATIONS, JOINTS, FINISHES, AND

INTERSECTIONS BETWEEN ASSEMBLIES ARE NOT SHOWN.

3. SEE A0 SHEETS FOR ARCHITECTURAL NOTES, SHEET

SEQUENCE, AND ASSEMBLY TAG LEGENDS.

4. SEE A2 SHEETS FOR FLOOR PLAN ASSEMBLY LOCATIONS.

5. SEE A4 SHEETS FOR SECTION ASSEMBLY LOCATIONS.

6. SEE A5 SHEETS FOR EXTERIOR DETAILS.

7. SEE A8 SHEETS FOR INTERIOR ASSEMBLIES, INTERIOR

ASSEMBLY NOTES, AND INTERIOR DETAILS.

B - FRAMING

1. PROVIDE 20 GAGE METAL STUDS UNLESS NOTED

OTHERWISE.

2. EXTEND CONTINUOUS STUDS FROM FLOOR TO STRUCTURE

ABOVE UNLESS NOTED OTHERWISE.

3. PROVIDE MANUFACTURERS STANDARD DEFLECTION TRACK

AT NON-BEARING STUD WALLS EXTENDING TO STRUCTURE.

4. SPACE STUDS AT 24" ON CENTER FOR TYPICAL WALLS

UNLESS NOTED OTHERWISE.

5. SPACE STUDS AT 16" ON CENTER FOR WALLS WITH CERAMIC

TILE, MOISTURE RESISTANT GYPSUM, OR ABUSE/IMPACT

RESISTANT GYPSUM UNLESS NOTED OTHERWISE.

6. PROVIDE BACKING AT ASSEMBLY MOUNTED ACCESSORIES,

EQUIPMENT, AND FIXTURES.

7. PROVIDE BACKING AT OWNER FURNISHED AND/OR OWNER

INSTALLED ASSEMBLY MOUNTED ACCESSORIES,

EQUIPMENT, AND FIXTURES.

C - SHEATHING

1. PROVIDE TYPE 'X' GYPSUM BOARD PER SPECIFICATIONS.

2. PROVIDE CONTINUOUS GYPSUM BOARD FROM FLOOR TO

STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

3. PROVIDE GAP AT DEFLECTION TRACK PER MANUFACTURER

RECOMMENDATION. COORDINATE FIRE RATED AND SOUND

RATED CONDITIONS.

4. SEAL THROUGH WALL PENETRATIONS AT BOTH ABOVE

CEILING AND BELOW CEILING CONDITIONS.

5. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30'-0"

MAXIMUM SPACING OR PER UNITED STATES GYPSUM

ASSOCIATION.

D - EXTERIOR FINISHES

1. SEE MATERIAL SCHEDULE FOR FINISH INFORMATION

2. SEE ROOM SCHEDULE FOR INTERIOR FINISHES.

E - WATER RESISTANT ASSEMBLIES

1. PROVIDE MOISTURE RESISTANT GYPSUM BOARD WITHIN 4'-0"

OF PLUMBING FIXTURES.

2. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN JANITOR

ROOMS.

3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT HEAD,

JAMB, AND SILL CONDITIONS OF EXTERIOR OPENINGS.

F - FIRE RATED ASSEMBLIES

1. SEE G1 SHEETS FOR CODE INFORMATION, CODE PLAN, AND

LOCATION OF FIRE RATED ASSEMBLIES.

2. ASSEMBLIES WITH GA FILE NUMBER SHALL BE

CONSTRUCTED IN ACCORDANCE WITH GYPSUM

ASSOCIATION GA-600-2015.

3. PROVIDE FIRE RESISTIVE RATED WOOD AND FIRE RESISTIVE

RATED PLYWOOD UNLESS NOTED OTHERWISE.

4. EXTEND CONTINUOUS FIRE RATED VERTICAL ASSEMBLIES

FROM TOP OF HORIZONTAL FIRE RATED ASSEMBLY BELOW

TO BOTTOM OF HORIZONTAL FIRE RATED ASSEMBLY ABOVE.

5. FIRE STOP PENETRATIONS THROUGH FIRE RATED

ASSEMBLIES.

G - WEATHER BARRIERS

1. BARRIER / RETARDER CONTINUITY IS CRITICAL FOR THE

PERFORMANCE AND DURABILITY OF THE ASSEMBLY.

2. FLASHING, SEALING, AND INSULATING TRANSITION SPACES

ARE CRITICAL COMPONENTS OF WATER, AIR, AND THERMAL

BARRIER CONTINUITY.

3. WATER RESISTIVE BARRIER COMPONENTS MUST BE

INSTALLED IN A SHINGLE FASHION (WEATHER LAPPED),

FROM FOOTING TO ROOF, WITH SUFFICIENT OVERLAP AND

NO EXPOSED CORNERS. AVOID TRAPPING MOISTURE IN

TIGHT SPACES OR CREATING FLAT HORIZONTAL AREAS THAT

CAN COLLECT WATER.

4. SOME PRODUCTS CAN SIMULTANEOUSLY ACT AS A WATER

RESISTIVE BARRIER, AIR BARRIER, AND/OR A VAPOR

RETARDER.

5. SUBSTITUTING ASSEMBLY COMPONENTS WITHOUT

ARCHITECTS APPROVAL CAN DRASTICALLY ALTER THE

DURABILITY AND ENERGY PERFORMANCE OF THE ASSEMBLY.

EXTERIOR ASSEMBLY NOTES

WX-8A EXTERIOR WALL EXISTING

COMPOSITE INSULATION VALUE

EXTERIOR

3" METAL

WALL PANEL

2X4 TREATED

WOOD BLOCKING

(2) LAYERS 3 1/2"

RIGID INSULATION

EXISTING 8" CMU

INTERIOR

VAPOR BARRIER

NEW 8" CMU AT INFILL.

CONSTRUCT PER S001

INTERIOREXTERIOR

EXISTING CMU

METAL FLASHING

2X4 TREATED WOOD

BLOCKING

ALUMINUM WINDOW

WINDOW BLIND, TYPICAL

CONTINUOUS SEALANT AND

BACKER ROD

EXISTING 3" METAL

WALL PANEL

3/4" TREATED PLYWOOD

FILL SHIM SPACE WITH SPRAY

FOAM

WX-8A

1/2" SOLID SURFACE TRIM

GROUT SOLID

2X TREATED WOOD

BLOCKING

1/4" X 6" FLAT PHILLIPS

TAPCON CONCRETE

SCREW @ 12" O.C.

(STAGGARED

INTERIOR

EXTERIOR

NEW ALUMINUM WINDOW

PRE-FINISHED METAL FLASHING;

SEAL TO EXTERIOR OF METAL

WALL PANEL AND EXTEND INTO

WINDOW OPENING TO TERMINATE

BEHIND WINDOW FRAME

2X4 TREATED WOOD BLOCKING

CONTINUOUS SEALANT

AND BACKER ROD

3/4" TREATED PLYWOOD

FILL SHIM SPACE WITH

SPRAY FOAM

TREATED BLOCKING TO

MATCH THICKNESS OF

ADJACENT METAL PANEL

WX-8A

1/2" SOLID SURFACE TRIM

1/4" X 6" FLAT PHILLIPS TAPCON

CONCRETE SCREW @ 12" O.C.

(STAGGARED

2X TREATED WOOD BLOCKING

INTERIOREXTERIOR

EXISTING CMU

METAL FLASHING

2x TREATED WOOD

BLOCKING CUT TO SLOPE

NEW ALUMINUM

WINDOW

CONTINUOUS SEALANT

AND BACKER ROD

3" METAL WALL PANEL

3/4" TREATED PLYWOOD

FILL SHIM SPACE WITH

SPRAY FOAM 3/16" TAPCON ANCHORS

AT 8" OC, MIN 1-1/2"

CONCRETE EMBED

CONTINUOUS SEALANT

SOLID SURFACE SILL

A500

WX-8A

GROUT SOLID

2X TREATED WOOD

BLOCKING

1/4" X 6" FLAT

PHILLIPS TAPCON

CONCRETE SCREW @

12" O.C. (STAGGARED

WX-8A

INTERIOREXTERIOR

WINDOW AS SPECIFIED

WINDOW BLIND, TYPICAL

1/2" SOLID SURFACE TRIM

CONTINUOUS SEALANT

FILL SHIM SPACE

WITH SPRAY FOAM

CONTINUOUS BACKER

ROD AND SEALANT

PRE-FINISHED METAL FLASHING

INTERIOR

EXTERIOR

WINDOW AS SPECIFIED

PRE-FINISHED METAL FLASHING; SEAL TO

EXTERIOR OF METAL WALL PANEL AND

EXTEND INTO WINDOW OPENING TO

TERMINATE BEHIND WINDOW FRAME

TREATED BLOCKING TO MATCH

THICKNESS OF ADJACENT METAL PANEL

CONTINUOUS SEALANT AND BACKER ROD

1/2" SOLID SURFACE TRIM

FILL SHIM SPACE WITH SPRAY FOAM

WX-8A

CONTINUOUS SEALANT

WX-8A

INTERIOREXTERIOR

WINDOW AS SPECIFIED

CONTINUOUS SEALANT

1/2" TREATED PLYWOOD

BULL NOSED SOLID

SURFACE WINDOW SILL

FILL SHIM SPACE WITH

SPRAY FOAM

CONTINUOUS BACKER

ROD AND SEALANT

PRE-FINISHED METAL

FLASHING

A500

1"

/2

FINISH PER MATERIAL SCHEDULE

INTERIOR

EXTERIOR

WX-8A

FINISH PER ROOM SCHEDULE

PRE-FINISHED METAL JOINT WITH

SEALANT BEAD. MATCH EXISTING

METAL PANEL COLOR.

2x TREATED WOOD BLOCKING

2x4 TREATED WOOD BLOCKING

CONTINUE AIR BARRIER ONTO

FACE OF EXISTING WOOD

FRAMING 3" MINIMUM

MATCH EXISTING WX-8A

INTERIOREXTERIOR

METAL FLASHING

2x TREATED WOOD

BLOCKING CUT TO SLOPE

NEW ALUMINUM WINDOW

CONTINUOUS SEALANT

AND BACKER ROD

3/4" TREATED

PLYWOOD

FILL SHIM SPACE WITH SPRAY FOAM 3/16" TAPCON ANCHORS

AT 8" OC, MIN 1-1/2"

CONCRETE EMBED

CONTINUOUS SEALANT

SOLID

SURFACE SILL

A500

MATCH

EXISTING

WX-8A

D ate

P roject N o.

A rchite cts E n g in e ers S urve yo rs

C o lle g e R oa d F a irb an ks A

K

907.452.1241 designalaska.com

21 M A

Y

F T

Q W

18-0205

A E

C C

S ht.

O f

354th C ivil E ngineer S quadron

E ielson A

F B

, A laska

P roject E ngineer

C hief E ngineer D raw n B y

D esigned B y R eference N o.

R ev D e scription

B y

D ate

10/22/2018 2:25:05 PM

JB

EX TER

IO

R D

ETA ILS - AS SEM

BL Y TYPE S

A

Q C

F / M

L M

F -35 FUEL C ELL M

AINT ENANCE F ACILITY RE NO

VATIO

N

3" = 1'-0"A500

1 EXTERIOR WINDOW DETAIL - HEAD AT NEW OPENING

3" = 1'-0"A500

2 EXTERIOR WINDOW DETAIL - JAMB AT NEW OPENING

3" = 1'-0"A500

3 EXTERIOR WINDOW DETAIL - SILL AT NEW OPENING

3" = 1'-0"A500

4 EXTERIOR WINDOW DETAIL - HEAD AT EXISTING OPENING

3" = 1'-0"A500

5 EXTERIOR WINDOW DETAIL - JAMB AT EXISTING OPENING

3" = 1'-0"A500

6 EXTERIOR WINDOW DETAIL - SILL AT EXISTING OPENING

6" = 1'-0"A500

7 INTERIOR CASEWORK DETAIL - SOLID SURFACE EDGE

AKAF AL

TS

TA E O

49 TH

S

JAMES D. BARTLETT

No. A10413

D E S I G N

A L

A S

K A

REG ISTERED PROFESSIONAL ARCHITE

CT10/22/18

3" = 1'-0"A500

8 EXTERIOR PLAN DETAIL - DOOR AND WINDOW INFILL

3" = 1'-0"A500

9 EXTERIOR WINDOW DETAIL - SILL AT DOOR INFILL

INTERIOREXTERIOR

EXISTING CMU

METAL FLASHING

2X4 TREATED WOOD

BLOCKING

EXISTING 3" METAL

WALL PANEL

3/4" TREATED PLYWOOD

WX-8A

GROUT SOLID

2X TREATED WOOD

BLOCKING

DUCT INSULATION

1/4" X 6" FLAT PHILLIPS

TAPCON CONCRETE

SCREW @ 12" O.C.

(STAGGERED)

EXTERIOR

WX-8A

DUCT

HOOD

INTERIOR

SEALANT, TYP

SLOPE FINAL 36" DUCT, MN 2"

PER FOOT

SOLDER JOINTS WATER TIGHT

mpc Typewritten Text BIDDER QUESTION #32 RESPONSE: EXTERIOR HOOD PENETRATION DETAIL, LOUVER INSTALLATION SIMILAR mpc Line

A500

Grp3 QA