AC 150/5345-42H, Specification for Airport Light Bases, Transformer ...
Transcript of AC 150/5345-42H, Specification for Airport Light Bases, Transformer ...
U.S. Department of Transportation Federal Aviation Administration
Advisory Circular
Subject: Specification for Airport Light
Bases, Transformer Housings, Junction
Boxes, and Accessories
Date: 11/06/2015
Initiated by: AAS-100
AC No: AC 150/5345-42H
Change:
1. Purpose.
This advisory circular (AC) contains the specifications for airport light bases, transformer
housings, junction boxes, accessories, elevated light fixture covers and stakes. This AC
is not intended to be a compilation of currently available product designs. This AC
provides the basic standard requirements for critical dimensions and performance
requirements to which all manufacturers must demonstrate compliance.
2. Effective date. Effective six months after the issue date of this AC, only equipment qualified per this
specification will be listed in AC 150/5345-53, Airport Lighting Equipment Certification
Program.
3. Cancellation.
AC 150/5345-42G, Specification for Airport Light Bases, Transformer Housings,
Junction Boxes, and Accessories, dated September 28, 2012, is canceled.
4. Application. The Federal Aviation Administration (FAA) recommends the guidance and specifications
in this Advisory Circular for airport light bases, transformer housings, junction boxes,
accessories, elevated light covers and stakes. In general, use of this AC is not mandatory.
However, use of this AC is mandatory for all projects funded with federal grant monies
through the Airport Improvement Program (AIP) and with revenue from the Passenger
Facility Charges (PFC) Program. See Grant Assistance No. 34, Policies, Standards, and
Specifications, and PFC Assurance No.9, Standards and Specifications. All lighting
designs contained in this standard are the only means acceptable to the Administrator to
meet the lighting requirements of Title 14 CFR Part 139, Certification of Airports,
Section 139.311, Marking, Signs and Lighting.
5. Principal changes.
a. Paragraph 1.1 - Type number L-894 for elevated light covers is proposed. Type
number L-895 for elevated light mounting stakes is proposed.
AC 150/5345-42H 11/06/2015
ii
b. Paragraph 3.1 – a note is added to explain light base modifications.
c. Add paragraph 3.1.3.5.2 to describe elevated light cover plate requirements.
d. Paragraph 3.2.2 – the last sentence is removed because information about light base
modifcation is already added to paragraph 3.1.
e. Paragraph 3.2.3.1 - elevated light cover plates and elevated light mounting stakes are
removed from AC 150/5345-46, Specification for Runway and Taxiway Light
Fixtures, and added to this AC to better facilitate common hardware in one AC.
f. Paragraphs 3.2.3.1.1 through 3.2.3.1.4 are added to describe elevated light cover plate
requirements.
g. Paragraph 3.2.3.2 is added to include elevated light fixture mounting stakes with
common hardware.
h. Paragraphs 3.2.3.2.1 through 3.2.3.2.7 are added to describe elevated light mounting
stake requirements.
i. Paragraph 4.2.8 is added to provide tests and procedures for elevated light cover
plates.
j. Paragraph 4.2.8.1.1 is modified to better facilitate testing with a rubber block of
increased thickness.
k. Paragraph 4.2.9 is added to provide tests and procedures for elevated light mounting
stakes.
l. Figure 3 is modified to show the correct Size E bolt pattern
m. Figures 6 and 7 “AAA” dimension is changed in both figures for manufacturing
uniformity among one piece and sectional light bases.
n. Figure 7 – AAA dimension tolerance is changed to match the tolerance in Figure 6
for better uniformity.
o. Figure 9 – mud cover rings have a ± 1/16 inch tolerance added to better facilitate
manufacturing.
6. Metric units. To promote an orderly transition to metric units, this AC includes both English and
metric dimensions. The metric conversions may not be exact equivalents, and until there
is an official changeover to the metric system, the English dimensions will govern.
7. Feedback on this AC.
If you have suggestions for improving this AC, you may use the Advisory Circular
Feedback form at the end of this AC.
11/06/2015 AC 150/5345-42H
iii
8. Copies of this AC are available at:
www.faa.gov/airports/resources/advisory_circulars/
Michael J. O’Donnell
Director of Airport Safety and Standards
AC 150/5345-42H 11/06/2015
iv
This page intentionally left blank.
11/06/2015 AC 150/5345-42H
v
Table of Contents
Chapter 1. Scope .......................................................................................................................... 1 1.1 Type. ............................................................................................................................. 1 1.2 Class. ............................................................................................................................. 1
1.3 Size. ............................................................................................................................... 2
Chapter 2. Applicable Documents .............................................................................................. 3 2.1 FAA ACs and Engineering Briefs (EB)........................................................................ 3 2.2 Military Standard and Specification. ............................................................................ 3
2.2.1 Military Standard. ................................................................................................... 3
2.2.2 Military Specification. ............................................................................................ 3 2.3 American Society for Testing and Materials International (ASTM) Specifications,
Test Methods, Standard Practices, and Recommended Practices. ................................ 3
2.4 American Society of Mechanical Engineers (ASME). ................................................. 4 2.5 American Society for Quality (ASQ). .......................................................................... 4 2.6 Miscellaneous Documents. ........................................................................................... 4
Chapter 3. Requirements ............................................................................................................ 5 3.1 General Description and Intended Use. ........................................................................ 5
3.1.1 Type L-867 Bases. .................................................................................................. 5 3.1.2 Type L-868 Bases. .................................................................................................. 5 3.1.3 General Accessories. ............................................................................................... 5
3.2 Fabrication and Materials. .......................................................................................... 10 3.2.1 Type L-867 Class IA and Class IB Bases and Extensions. .................................. 10
3.2.2 Type L-867 Class IIA and Class IIB Bases and Extensions. ................................ 12
3.2.3 Type L-867 Accessories. ...................................................................................... 13
3.2.4 Type L-868 Class IA and Class IB Bases and Extensions. .................................. 16 3.2.5 Type L-868 Accessories. ...................................................................................... 18
3.2.6 Grounding Lugs. ................................................................................................... 18 3.2.7 Drains. ................................................................................................................... 19 3.2.8 Protective Coating. ................................................................................................ 19
Chapter 4. Quality Assurance Provisions ................................................................................ 21 4.1 Type L-867 Class IA and Class IB Certification Testing. .......................................... 21
4.1.1 Type L-867 Class IA and Class IB Load Test. ..................................................... 21 4.1.2 Type L-867 Class IA and Class IB Weld Integrity Test. ...................................... 22
4.1.3 Type L-867 Class IA and Class IB Dimensional Tests. ....................................... 23 4.1.4 Type L-867 Class IA and Class IB Protective Coating Thickness Test. .............. 23
4.1.5 Type L-867 Class IA and Class IB Visual Inspection. ......................................... 23 4.1.6 Type L-867 Class IB Potassium Acetate Test. ..................................................... 23
4.2 Type L-867 Class IIA and Class IIB Certification Testing. ....................................... 24 4.2.1 Type L-867 Class IIA and Class IIB Load Test. .................................................. 24 4.2.2 Type L-867 Class IIA and Class IIB Weld Integrity Test. ................................... 24
4.2.3 Type L-867 Class IIA and Class IIB Temperature Shock Test. ........................... 24 4.2.4 Type L-867 Class IIA and Class IIB Dimensional Tests. ..................................... 24 4.2.5 Type L-867 Class IIA and Class IIB Protective Coating Thickness Test............. 25
AC 150/5345-42H 11/06/2015
vi
4.2.6 Type L-867 Class IIA and Class IIB Visual Inspection. ...................................... 25
4.2.7 Type L-867 Class IIB Potassium Acetate Test. .................................................... 25 4.2.8 Type L-894 Elevated Light Cover Load and Bending Moment Test. .................. 25 4.2.9 Type L-895 Elevated Light Mounting Stake Dimensional Tests. ....................... 25
4.3 Type L-868 Class IA and Class IB Certification Testing. .......................................... 26 4.3.1 Type L-868 Class IA and Class IB Load Test. ..................................................... 26 4.3.2 Type L-868 Class IA and Class IB Fatigue Test. ................................................. 26 4.3.3 Type L-868 Class IA and Class IB Impact Test. .................................................. 26 4.3.4 Type L-868 Class IA and Class IB Flange Bolt Torque Test. .............................. 26
4.3.5 Type L-868 Class IA and Class IB Weld Integrity Test. ...................................... 26 4.3.6 Type L-868 Class IA and Class IB Dimensional Tests. ....................................... 26 4.3.7 Type L-868 Class IA and Class IB Protective Coating Thickness Test. .............. 27 4.3.8 Type L-868 Class IA and Class IB Visual Inspection. ......................................... 27
4.3.9 Type L-868 Class IB Potassium Acetate Test. ..................................................... 27 4.3.10 Type L-868 Torque Test for Adjustable Height Bases and Extensions................ 27
4.4 Production Testing. ..................................................................................................... 28 4.4.1 Lot Size. ................................................................................................................ 28
4.4.2 Sample Size and Acceptance Criteria. .................................................................. 28 4.4.3 Retesting. .............................................................................................................. 28 4.4.4 Type L-867, Class IA and Class IB. ..................................................................... 28
4.4.5 Type L-867 Class IIA and Class IIB..................................................................... 28 4.4.6 Type L-868 Class IA and Class IB. ........................................................................ 29
Chapter 5. Preparation For Delivery. ...................................................................................... 31 5.1 Packing. ....................................................................................................................... 31 5.2 Marking. ...................................................................................................................... 31
Appendix A. 10-inch (254 mm) Light Base. ............................................................................. 41
List of Figures
Figure 1. Flange, Type L-867, Class IA, Class IB, Class IIA, Class IIB .................................... 32 Figure 2. Body, Type L-867, Class IA, Class IB, Class IIA, Class IIB ....................................... 33 Figure 3. Extensions, Type L-867, Class IA, Class IB, Class IIA, Class IIB .............................. 34 Figure 4. Accessories, Type L-867 .............................................................................................. 34 Figure 5. Flange, Type L-868, Class IA, Class IB ....................................................................... 36
Figure 6. Body, Type L-868, Class IA, Class IB ......................................................................... 37 Figure 7. Sectional Body, Type L-868, Class IA, Class IB ......................................................... 38
Figure 8. Extensions, Type L-868 Class IA, Class IB ................................................................. 39 Figure 9. Accessories, Type L-868 .............................................................................................. 40 Figure A-1. Extensions and Spacers for 10-inch (254 mm) Diameter Type L-868 Base, for
Maintenance of Existing Installations Only ........................................................................... 42
11/06/2015 AC 150/5345-42H
1
Chapter 1. SCOPE
This specification sets forth the requirements for light bases, transformer housings, junction
boxes, and related accessories.
1.1 Type.
The Federal Aviation Administration (FAA) Type designation of the light
bases,extensions, elevated light covers and elevated light stake mountings are as follows:
Type L-867 Bases and extensions for applications subject to occasional light vehicular
loading but no aircraft or other heavy vehicular loading.
Type L-868 Bases and extensions for applications subject to aircraft and other heavy
vehicular loading.
Type L-894 Elevated light cover – not load bearing and mounts on an L-867 light base.
Type L-895 Elevated light stake mounting.
1.2 Class.
The following class designations apply to Type L-867, L-868, and L-894:
Class IA Bases, extensions and elevated light covers that are fabricated from metal
in exact conformance to the critical dimensions and requirements
necessary for standardization between parts specified herein.
Class IB Bases, extensions and elevated light covers that are fabricated from metal
in exact conformance to the critical dimensions and requirements
necessary for standardization between parts specified herein and which
have been subjected to corrosion testing and found resistant to deicing
fluids containing potassium acetate.
Class IIA Bases, extensions and elevated light covers that are fabricated from non-
metallic materials in exact conformance to the critical dimensions and
requirements necessary for standardization between parts specified herein.
Class IIB Bases, extensions and elevated light covers that are fabricated from non-
metallic materials in exact conformance to the critical dimensions and
requirements necessary for standardization between parts specified herein
and which have been subjected to corrosion testing and found resistant to
deicing fluids containing potassium acetate.
Note 1 Bases, extensions and elevated light covers that meet the Class IB or Class
IIB requirements are also considered to meet Class IA or Class IIA
requirements, respectively.
AC 150/5345-42H 11/06/2015
2
Note 2 Bases, extensions and elevated light cover plates that are fabricated as
either Class IA or Class IB are to perform the same exact function. The
only difference between the two classes of bases and extensions is the
possible difference in metal or metal surface treatment required to meet
the Class IB level of testing.
Note 3 Bases, extensions and elevated light covers that are fabricated as either
Class IIA or Class IIB are to perform the same exact function. The only
difference between the two bases and extensions is the possible difference
in material or material surface treatment required to meet the Class IIB
level of testing.
Note 4 L-895 elevated light base stakes are Class IA only.
1.3 Size.
Five base size designations are assigned. The size refers to the nominal diameter of the
light base and L-894 elevated light cover plates. Sizes and applicable types are as follow:
Note: Example: For a 12 inch L-868 light base, the designation is L-868E.
Size Type
Size A - 8 inch (203 mm) Type L-868
Size B - 12 inch (305 mm) Type L-867, Type L-868, Type L-894
Size C - 15 inch (381 mm) Type L-868
Size D - 16 inch (406 mm) Type L-867
Size E - 24 inch (610 mm) Type L-867
11/06/2015 AC 150/5345-42H
3
Chapter 2. APPLICABLE DOCUMENTS
The following documents are referenced or complement the information presented in this AC:
2.1 FAA ACs and Engineering Briefs (EB).
The FAA documents listed below contain information pertinent to this specification.
AC 150/5340-30 Design and Installation Details for Airport Visual Aids.
Copies of the current edition of the AC may be obtained at no
charge from the following FAA website:
www.faa.gov/airports/resources/advisory_circulars/
AC 150/5345-53 Airport Lighting Equipment Certification Program
EB 83 In-pavement Light Fixture Bolts. Copies of the EB may be
obtained at no charge from the following FAA website:
www.faa.gov/airports/engineering/engineering_briefs/
2.2 Military Standard and Specification.
The following Military Standard and Specification (in effect on the date of application for
qualification) form a part of this specification and are applicable to the extent specified
herein. Copies of military standards and specifications may be obtained at no charge
from the following website: quicksearch.dla.mil/
2.2.1 Military Standard.
MIL-STD-810E Environmental Engineering Considerations and Laboratory
Tests
2.2.2 Military Specification.
MIL-PRF-26915 Primer Coating, for Steel Surfaces
2.3 American Society for Testing and Materials International (ASTM) Specifications,
Test Methods, Standard Practices, and Recommended Practices.
The following specifications, test methods, standard practices, and recommended
practices (in effect on the date of application for qualification to AC150/5345-53) form a
part of this specification and are applicable to the extent specified herein. Copies of
ASTM specifications, test methods, and recommended practices may be obtained from
the American Society for Testing and Materials International, or from the website:
www.astm.org/
A36 Standard Specification for Carbon Structural Steel
A123/A123M Standard Specification for Zinc (Hot-Dip Galvanized) Coatings
on Iron and Steel Products
AC 150/5345-42H 11/06/2015
4
A 153 Standard Specification for Zinc Coating (Hot-Dip) on Iron and
Steel Hardware
A385/A385M Standard Practice for Providing High-Quality Zinc Coatings
(Hot-Dip)
B 633 Standard Specification for Electrodeposited Coatings of Zinc
on Iron and Steel
C109/C109M Standard Test Method for Compressive Strength of Hydraulic
Cement Mortars (Using 2-in. or [50-mm] Cube Specimens
C617 Standard Practice for Capping Cylindrical Concrete Specimens
C827/C827M Standard Test Method for Change in Height at Early Ages of
Cylindrical Specimens of Cementitious Mixtures
D 2240 Standard Test Method for Rubber Property-Durometer
Hardness
E 23 Standard Test Methods for Notched Bar Impact Testing of
Metallic Materials
2.4 American Society of Mechanical Engineers (ASME).
The following standard (in effect on the date of application for qualification) forms a part
of this specification and is applicable to the extent specified herein. Copies of ASME
standards may be obtained from the American Society of Mechanical Engineers, or from
the website: www.asme.org/
B46.1 Surface Texture, Surface Roughness, Waviness and Lay
2.5 American Society for Quality (ASQ).
The following standard (in effect on the date of application for qualification) forms a part
of this specification and is applicable to the extent specified herein. Copies of ASQ
standards may be obtained from the American Society for Quality Control, or from the
website: www.asq.org/
ANSI/ASQ Z1.4 and Z1.9 Sampling Procedures and Tables
2.6 Miscellaneous Documents.
The Design, Installation and Maintenance of In-Pavement Airport Lighting, by Arthur S.
Schai, F.I.E.S. Library of Congress Catalog Card Number 86-81865. This document
does not form a part of this specification but is listed as valuable resource material on the
design and installation of light bases. (Reference AC 150/5340-30 for installation details
and options.) Download at:
www.faa.gov/airports/resources/advisory_circulars/index.cfm/go/document.list.
11/06/2015 AC 150/5345-42H
5
Chapter 3. REQUIREMENTS
3.1 General Description and Intended Use.
Note: The modification of standard certified components renders them non-standard and
voids their certification. The only exception to this is the cutting of additional conduit
holes during installation and the installation of threaded inserts in the light base upper
flange because they do not adversely affect the structural integrity. See paragraph 3.2.8
for corrosion control considerations when modifying any galvanized light base.
3.1.1 Type L-867 Bases.
Type L-867 is used as a mounting base for airport light fixtures, as a transformer housing
and as an electrical junction box. The Type L-867 base must be designed to withstand
occasional light vehicular loads. It is subject to direct earth burial with and without
concrete backfill.
3.1.2 Type L-868 Bases.
Type L-868 is used as a mounting base for in-pavement airport light fixtures, as a
housing for series circuit transformers, and as an electrical junction box. It must be
designed to withstand aircraft and other heavy vehicular loadings. The design must allow
the installation of any in-pavement fixture.
The Type L-868 top flange and base must be designed to meet the dimensional
requirements and performance requirements, as detailed in this document, to assure
proper mating between the base and an in-pavement light fixture.
3.1.3 General Accessories.
Accessories are used to make corrections and adjustments to Type L-867 and Type L-868
bases, and to facilitate proper performance of the lighting fixture that the base supports.
Examples of accessories are listed below, and when used in conjunction with a base
specified in this AC, must not reduce the performance capabilities of that base.
3.1.3.1 Spacer Rings.
Spacer rings are available in various designs depending on the application and
are available in various thicknesses and diameters and are generally installed
between the base flange and the light fixture or other accessory.
See Figures 3 and 8 for minimum and maximum height.
To preserve the base integrity and proper bolt torque, a maximum of
three spacer rings may be stacked together.
Each type of L-868 spacer ring, when interfaced to the fixture housing,
may be provided with a protective dam that encircles the spacer ring.
The protective dam is 1/8 inch shorter than the light fixture housing it
protects and has an inner diameter (ID) that is a maximum 1/4 inch greater
AC 150/5345-42H 11/06/2015
6
than the outer diameter (OD) of the fixture housing. The OD of the
protective dam must not exceed the OD of the light base top flange ring.
The various types of spacer rings are noted in paragraphs 3.1.3.1.1 through
3.1.3.1.4.
Note 1: The protective dam prevents grout, sealant, or other pavement
material from sealing the light fixture in place.
Note 2: On field adjustable bases and extensions, the protective dam may be
integral to the base or extension top flange ring as long as the requirements
noted above and the base or extension top flange ring dimensions comply with
the dimensional requirements of this AC.
3.1.3.1.1 Flat Spacer Ring.
A flat spacer ring is used to provide height adjustment for Type L-867 or Type
L-868 bases.
3.1.3.1.2 Grooved Spacer Ring.
A grooved spacer ring, when used with a provided “O” ring gasket, is used to
provide a seal between the in-pavement fixture and spacer ring for the purpose
of minimizing the entrance of surface water and other liquids into the Type L-
868 base.
3.1.3.1.3 Tapered Spacer Ring.
Tapered spacer rings are used to provide level and/or height correction for
out-of-level Type L-868 and L-867 bases.
3.1.3.1.4 Azimuth Correction Spacer Ring.
Azimuth correction spacer rings are used to correct the alignment of light
fixtures attached to misaligned Type L-868 bases.
3.1.3.2 Conduit Connections.
Conduit connections permit connection of underground conduit to the bases.
Conduit connections (number, type, size, and location) are to be provided as
specified and must meet the environmental requirements of the Class base
with which they are utilized. Conduit connections may include hubs,
grommets, or other devices suited for the application.
3.1.3.3 Adapter Rings.
Adapter rings are used for converting the bolt circle of an existing base to that
of a fixture having a different bolt circle or to that of a threaded adaptor ring
for adjustable threaded extensions. No modification of the existing base
should be required. All fixture mounting bolts must have at least 1/2 inch (13
mm) of thread engagement into the ring.
11/06/2015 AC 150/5345-42H
7
3.1.3.4 Base Extensions, Fixed and Adjustable.
Base extensions are used to provide height adjustments to both Type L-867
and Type L-868 bases. They are used with bases when the required new
elevation exceeds the capability of spacer rings to obtain it.
Base extension capability can be provided by installing either a fixed
extension or a field adjustable extension that interfaces to the top flange of
an existing type light base and has the same dimensional top flange and
fixture clearance as the existing base.
Care should be taken to ensure that the proper Class of extension is
utilized. Extensions are equal to or greater than 1-3/4 inches (44 mm) for
Type L-867 and 2-1/4 inches (63.5 mm) for Type L-868.
Extensions and spacers will be dimensioned per Figures 3 and 8. Note
that fixed extensions are shown for dimensional purposes only.
Various methods of providing adjustable heights are possible (including
proprietary stainless steel adjustable threaded extensions), but all must
meet the applicable dimensions in Figures 3 and 8.
Type L-867 bases with provisions for height adjustment may be specified to
meet local conditions. The base extensions, which rely on the top flange and
the embedment material to support the load, are not suitable for direct earth
burial. If the adjustable height base is intended to support the load without top
flange and embedment assistance, it is suitable for direct earth burial and must
be capable of withstanding the full load test requirement at its maximum
extension.
All L-868 bases that utilize a method of height adjustment that is integral to
the base or extension and is intended for field adjustment must, during
qualification testing, be subjected to a torque test to ensure there will be no
top flange rotation under normal operating conditions. Reference paragraph
4.3.10.
3.1.3.5 Covers.
Various covers are available to facilitate the proper installation of bases. All
covers must utilize manufacturer furnished fully threaded (tap bolts) 18-8
stainless steel, hex head 3/8 bolts (or coated bolts per Engineering Brief 83)
sufficiently long to provide full thread engagement into the mounting surface.
3.1.3.5.1 Blank Covers.
Blank covers are used to provide a cover for bases when no light fixture is to
be installed.
Blank covers must be metallic and meet the applicable dimensional
requirements of the type base to which they are attached. For Type L-868
AC 150/5345-42H 11/06/2015
8
load bearing bases, the cover must be equal in thickness to the light
fixture.
For Type L-867B and Type L-867D non-load bearing bases, the cover
must be a minimum of 3/8 inches (10 mm). For Type L-867E bases, the
cover must be a minimum of 1/2 inch (13 mm).
Covers weighing more than 30 pounds (13.6 kilograms) must have (2)
opposite holes of the (6) 7/16 inch (11 mm) through holes tapped 1/2"-13
as a means to affix a lifting eye bolt for ease of removal.
All cover plates 1/2 inch (13 mm) or thicker must have all bolt holes
counter-bored 1-1/8 inches × 3/8 inches (29 mm × 10 mm) deep.
3.1.3.5.2 Elevated Light Covers.
Elevated light covers are used to mount elevated lights on an L-867 light base.
Elevated light covers must be fabricated of metal and meet the
dimensional requirements so that they may be attached to an L-867 light
base.
Elevated light covers must meet the load and bending requirements in
3.2.3.1.4.
3.1.3.5.3 Mud Covers.
Mud covers may stand alone or may be used in conjunction with plywood
covers on Type L-867 and Type L-868 bases to protect the base flange during
construction, and to include surface marking to facilitate locating the center of
the base when coring out to locate the base after pavement overlay. Mud
covers are appropriately sized for the specific bases they are to protect.
3.1.3.5.4 Shipping Covers.
Plywood covers are used to protect bases during shipping and installation and
are to be installed on all base or base extension shipments.
For all galvanized bases, a 3 mil (0.003 inch ) polyethylene shipping
gasket may be installed between the base and plywood cover or, as an
alternative, the plywood cover should be waxed on the bottom surface to
eliminate the bonding action of the plywood and zinc.
The Type L-868 plywood cover should also be waxed on the OD edge to
facilitate easy removal from any surrounding embedment material.
Plywood should be exterior grade 1/2 inch (13 mm) thick Bb/Cc or other
material of equal strength and weather resistance (reference Figure 9) for
Type L-867 light bases.
11/06/2015 AC 150/5345-42H
9
For Type L-868B light bases, the plywood must be equal to the thickness
of the light fixture 3/4 inch (19 mm) or 1-1/4 inch (31.75 mm) for L-868C.
When shipped with a mud cover on top, the total thickness of mud cover
and plywood cover must equal the thickness of the light fixture.
Note: The thickness of the light fixture is the height of fixture flange at the
OD of the fixture.
3.1.3.6 Grounding Connections.
To provide maintenance personnel electrical safety, The manufacturer must
install both an internal and external ground strap. The ground strap functions
as a means to connect a ground lug that is connected to an earth ground or a
safety ground conductor.
For Class I bases, a metallic ground connector or strap must be welded to
the interior and exterior wall of each base before applying surface
protection. The details and location of the ground straps are shown in
Figures 2 and 6.
The location of the connector may be varied to meet specific conditions.
A bronze or copper ground connector should not be fastened to the ground
connector or strap until after the base surface protection is applied.
For Class II bases, the ground connector or strap must provide a positive
ground connection path to a light fixture.
Note: Under no circumstances should an exothermic weld be used to attach a
ground or counterpoise connection to a galvanized light base because of the
potential for heat damage to the galvanized coating. Under field conditions,
repairs to the zinc coating after an exothermic weld are usually ineffective. If
the galvanized coating is compromised, the corrosion of exposed light base
steel will accelerate.
3.1.3.6.1 Grounding Connections using Exothermic Welds.
For light bases that will use exothermically welded ground connections, the
manufacturer may offer a light base with a 304 stainless steel ground rod that
is 0.75 inch (19 millimeters (mm)) outside diameter by 3.00 inches (76.2 mm)
long. The rod must be welded to the light base before applying any form of
surface protection. The rod must be welded to the exterior of the light base at
the same locations as a ground strap per Figures 2 and 6.
3.1.3.7 Drains.
The conduit/base system should have drains installed in the bases at low
points in the system to provide for drainage of water and deicing fluids away
from the base and conduit system. If water and deicing fluids are allowed to
AC 150/5345-42H 11/06/2015
10
pool for long periods of time in the light base, they will hasten corrosion of
both the conduit and base system.
3.2 Fabrication and Materials.
Bases and related accessories, designed to function as light bases, transformer housings,
and junction boxes, must be fabricated of suitable material to meet the following
standards. Appropriate separation material must be used between dissimilar metals to
prevent galvanic action between flange rings, spacer rings etc. Copper ground
components and stainless steel bolts are exempted. This separation material must not
deform at 450 psi (a load equivalent to the L-868 load test) to prevent compression and
subsequent loosening of bolts.
3.2.1 Type L-867 Class IA and Class IB Bases and Extensions.
Type L-867 Class IA bases, extensions, and Type L-894 elevated light covers
must be fabricated from an appropriate metal using fabrication techniques that
will produce units meeting the testing requirements in paragraph 4.1.
Class IB bases must be fabricated from metal using fabrication techniques that
will produce units meeting the appropriate testing requirements of paragraph 4.1.
All bases and extensions (excluding spacers and covers) must be labeled using a
suitable long lasting contrasting color ink stamp with either the letter A or B to
indicate the Class suffix under which the certification has been obtained.
The stamp must be a minimum of one inch (25 mm) in height and placed on the
exterior and interior walls of the light base, no more than 6 inches (152 mm)
below the base flange. All components described in this paragraph must be
manufactured such that their use does not require existing bases, extensions or
any existing components installed in the ground to be cut or modified in any
manner.
3.2.1.1 Flange.
The dimensions of the flange must be as shown in Figure 1. The flat surface
of the flange must be installed at an angle of 90 ± 0.25 degrees to the axis of
the cylindrical body. The flange must be continuously attached to the body to
provide a watertight seal.
3.2.1.2 Body.
The body, including the sides and bottom, must be fabricated from one or
more pieces. The dimensions of the body must be as shown in Figure 2.
Two conduit entrances must be provided and installed near the bottom of
the base. The location and size, per Figure 2, is considered standard.
However, the location, number, type, and size can be altered to meet
project requirements.
11/06/2015 AC 150/5345-42H
11
Any sharp edges formed on the inside of the body must be removed to
prevent cutting or chafing the cable insulation.
The length of the body section as shown in Figure 2 is considered
standard, but the length may be varied to meet special conditions.
3.2.1.3 Extensions.
The dimensions of the extensions and spacer rings must be per Figure 3.
Extensions for Type L-867 bases must be ordered to length with a minimum
length of 1-3/4 inches (44.5 mm) and a tolerance of ±l/16 inch (1.5 mm). Flat
spacer rings are utilized for height adjustments from l/16 inch (1.5 mm)
through l-11/16 inches (42.86 mm) in l/16 inch (1.5 mm) increments.
3.2.1.4 Adjustable Height Type L-867 Class IA and Class IB Bases and
Extensions.
Adjustable height Type L-867, Class IA and IB bases and extensions must
have a provision for adjusting the height of the top flange.
Various methods of providing height adjustment are possible (including
proprietary stainless steel adjustable threaded extensions). The top flange
must have the identical dimensions as the top flange of the standard base.
For adjustable bases, the body must also have the identical dimensions as
the standard base. For adjustable extensions, the top flange and body of
the extension must also be compatible with light fixtures and with existing
parts in the ground without field modifications to certified parts. The
adjustable top flange and supporting wall may mate into the base body
either externally or internally of the base supporting wall.
If the adjustable base is designed for installation in earth (no embedment
support required), the base must be load tested fully extended in free
space.
If the base requires portland cement concrete (PCC) embedment to meet
the load requirements, it may be tested as directed by the testing
laboratory with supporting PCC embedment to simulate an actual
installation. The manufacturer must indicate by the suffix “PCC” to the
catalog number that the base does not meet the load requirements of Type
L-867, unless the top base flange is embedded and supported by PCC.
The light bases must be dimensioned per Figure 2 with regard to light
fixture interface and critical dimensions.
3.2.1.5 Bolts.
Bolts suitable for use in threaded holes, as shown in Figures 1 and 2, must be
supplied with each base and extension assembly. The bolts must conform to
the dimensions specified in the notes in Figures 1, 2, and 3 and must be fully
AC 150/5345-42H 11/06/2015
12
threaded and fabricated from 18-8 stainless steel. Coated steel fasteners per
EB 83 may also be used.
3.2.2 Type L-867 Class IIA and Class IIB Bases and Extensions.
Type L-867 bases and extensions, Class IIA and IIB, must be fabricated from suitable
materials and dimensioned to produce units meeting the appropriate testing requirements
per paragraph 4.2.
All bases and extensions (excluding spacers and covers) must be labeled using a
suitable long lasting contrasting color ink stamp with either the letter A or B to
indicate the Class suffix under which the certification has been obtained.
The stamp must be a minimum of one inch (25.4 mm) in height and placed on the
exterior and interior walls of the light base, no more than 6 inches (152 mm)
below the base flange.
All components described in this paragraph must be manufactured such that their use
does not require existing light bases, extensions, or any existing components installed in
the ground to be cut or modified in any manner.
3.2.2.1 Flange.
The flange must be fabricated from suitable materials and must meet the same
critical lighting fixture interface dimensions specified for Class I in Figure 1.
Flange thickness and material should be sufficient to pass the load test
specified in paragraph 4.1.1. The flange must be continuously attached to the
body to provide a watertight seal.
3.2.2.2 Body.
The body, sides, and bottom may be fabricated from one or more pieces. The
sides and bottom must be fabricated from suitable materials sufficient to pass
the load test described in paragraph 4.2.1. Two conduit entrances must be
installed near the bottom of the base. The location and size, as shown in
Figure 2, must be considered standard. However, the location, number, type,
and size may be altered to meet project requirements. Any sharp edges
formed on the inside of the body must be removed to prevent cutting or
chafing of the cable insulation. The length of the body section as shown in
Figure 2 must be considered standard, but the length may be varied to meet
special conditions.
3.2.2.3 Extensions.
The dimensions of the extensions and spacer rings must be per Figure 3.
Extensions must be fabricated of the same materials and dimensions specified
in paragraphs 3.2.2.1 and 3.2.2.2. Extensions must be ordered to length with a
minimum length of l-3/4 inches (44.5 mm) and a tolerance of ±l/16 inch (1.5
mm). Flat spacer rings are utilized for height adjustments from l/16 inch (1.5
mm) through l-11/16 inches (42.86 mm) in l/16 inch (1.5 mm) increments.
11/06/2015 AC 150/5345-42H
13
3.2.2.4 Adjustable Height Type L-867 Class IIA and Class IIB Bases and
Extensions.
Adjustable height Type L-867 bases and extensions must have a provision
for adjusting the height of the top flange. Various methods of providing
height adjustment are possible (including proprietary stainless steel
adjustable threaded extensions).
The top flange must have the identical dimensions as the top flange of the
standard base.
For adjustable bases, the body must also have the identical dimensions as
the standard base.
For adjustable extensions, the top flange and body of the extension must
also be compatible with lighting fixtures and with existing parts in the
ground without field modifications to certified parts.
The adjustable top flange and supporting wall may mate into the base
body either externally or internally of the base supporting wall.
If the adjustable base is designed for installation in earth (no embedment
support required) the base must be load tested fully extended in free space.
If the base requires PCC embedment in order to meet the loading
requirements, it may be tested with supporting PCC embedment to
simulate actual installation as directed by the testing laboratory.
The manufacturer must indicate by the suffix “PCC” to the catalog
number that the base does not meet the load requirements of Type L-867
unless the top base flange is embedded and supported by PCC.
The light bases must be dimensioned per Figure 2 with regard to fixture
light interface and critical dimensions.
3.2.2.5 Bolts.
Bolts suitable for use in threaded holes as shown in Figures 1, 2, and 3 must
be supplied with each base and extension assembly. The bolts must be per the
dimensions specified in the notes in Figures 1, 2, and 3, and must be fully
threaded (tap bolt) and fabricated from 18-8 stainless steel. Coated steel
fasteners per EB 83 may also be used.
3.2.3 Type L-867 Accessories.
Various accessories are necessary to facilitate construction involving Type
L-867 bases or to make corrections or adjustments to Type L-867 bases.
These accessories are detailed in Figure 4.
AC 150/5345-42H 11/06/2015
14
3.2.3.1 Type L-894 Elevated Light Covers.
An elevated light cover is used to mount the elevated light fixture to a Type L-
867 light base.
The L-894 elevated light cover must have a diameter and bolt-hole circle
that corresponds to one of the L-867 light base sizes listed in this AC.
The elevated light cover must be designed to receive the frangible device
provided; typically, this is a straight female thread.
The elevated light cover must not be higher than 0.63 inches (16 mm),
measured from the top of the light base plate bolt circle.
3.2.3.1.1 L-894 Elevated Light Cover Thread Sizes.
Thread sizes for elevated light covers are specified by the light fixture
manufacturer. For example, typical thread sizes are: 1-1/2 in. X 12 Unified
National Fine (UNF) and 2-in. National Pipe Straight (NPS). The depth of
threads must be no more than 0.88 in. (22.35 mm).
3.2.3.1.2 Type L-894 Elevated Light Cover Gasket.
A neoprene gasket (or equivalent) must be provided with the cover plate to
form a watertight seal between the cover plate and the L-867 light base. The
gasket must have a nominal thickness of 1/8 inch (3 mm) and fit the bolt circle
of the L-867 light base flange.
3.2.3.1.3 L-894 Receptacle Leads.
The mounting system for an elevated light cover must firmly position the
isolating transformer receptacle (typically an L-823, Class A, Type II, Class 8
receptacle – see AC 150/5345-26, FAA Specification for L-823 Plug and
Receptacle Cable Connectors) so its mating face is at the yield point and so it
will not be dislodged by separation from the plug. Drainage must be provided
below the yield point so that no water builds up above the mating surface of
the connector.
3.2.3.1.4 L-894 Elevated Light Cover Load and Bending Moments.
When the elevated light cover is bolted to an L-867 light base, it must
withstand an evenly distributed static compressive load of 2,500 pounds (1134
kg) and a bending moment of 2,500 foot-pounds (3,390 N·m) for the L-804
and 700 foot-pounds (949 N·m) for all other applications without damage or
permanent deformation.
3.2.3.1.5 L-894 Elevated Light Cover Ground Connections.
Elevated light covers must furnish a ground lug or bolt to facilitate a ground
connection. The ground connection must accommodate a minimum of a #6
AWG stranded wire or ground braid. See AC 150/5340-30, Design and
Installation Details for Airport Visual Aids, current revision, for additional
information about grounds and ground connections.
11/06/2015 AC 150/5345-42H
15
3.2.3.1.6 L-894 elevated Light Cover Color and Finish.
For non-optical surfaces, the exterior must be painted with one prime, one
body, and one finish coat of paint. The prime coat must be appropriate for the
particular metal being painted. The finish coat must match color FED-STD-
595, Appendix 4, Color Number 13538, DOT Highway Yellow, ANA506
unless otherwise specified. Powder coatings may be used provided that the
performance of the coating is equivalent to or better than a painted coating.
3.2.3.2 L-895 Elevated Light Stake Mounting.
When not installed on a light base, the elevated light fixture must be mated
with a stake made of 2 x 2 x 3/16 inch (51 x 51 x 5 mm) L-type steel angle
stock. See AC 150/5340-30 (current revision), Figure 23, for a drawing of an
elevated light stake mounting.
3.2.3.2.1 L-895 Elevated Light Stake Fitting.
The stake must have a fitting attached at the top to receive the frangible
coupling.
3.2.3.2.2 L-895 Elevated Light Stake Receptacle Leads.
The mounting system for an elevated light mounting stake must position the
isolating transformer receptacle (typically an L-823, Class A, Type II, Class 8
receptacle – see AC 150/5345-26) so its mating face is at the yield point and
so it will not be dislodged by separation from the plug. Drainage must be
provided around the receptacle retainer to prevent water buildup around the
yield point.
3.2.3.2.3 L-895 Elevated Light Stake Standard Length.
The standard length of the stake and fitting is 30 inches (76 cm). Longer
stakes may be fabricated upon approval if there are special conditions for soil
or frost line.
3.2.3.2.4 L-895 Elevated Light Mounting Stake Ground Clamps.
A grounding clamp must be supplied by the manufacturer if specified by the
customer. The grounding clamp must accommodate a minimum of a #6
AWG copper conductor.
3.2.3.2.5 L-895 Elevated Light Mounting Stake Protective Coatings.
All protective coatings must be per paragraph 3.2.8.
3.2.3.2.6 L-895 Alternate Mounting Stakes.
Alternate staking methods may be used if it can be demonstrated that equal
support and durability are provided.
3.2.3.2.7 L-804 Light Fixtures.
L-804 light fixtures must not be stake mounted.
AC 150/5345-42H 11/06/2015
16
3.2.4 Type L-868 Class IA and Class IB Bases and Extensions.
Type L-868, Class IA bases and extensions, must be fabricated from an appropriate metal
(see note below) and constructed in such a manner to meet the appropriate testing
requirements per paragraph 4.3. Class IB bases and extensions must be fabricated from
an appropriate metal (see note below) and constructed in such a manner as to meet the
appropriate testing requirements specified in paragraph 4.3.
Note: If a material other than ASTM A36 steel is used for a major load bearing structural
component, the material must meet the mechanical property yield and tensile values of
A36 steel. A material with yield and tensile stress values lower than the minimum
specified values of A36 steel may be used if the manufacturer can demonstrate
conformance to the requirements set forth in chapter 4 of this specification.
All bases and extensions (excluding spacers and covers) must be labeled using a suitable
long lasting contrasting color ink stamp with either the letter A or B to indicate the Class
suffix under which the certification has been obtained. The stamp must be a minimum 1
inch (25 mm) in height and placed on the exterior and interior wall of the base, no more
than 6 inches (152 mm) below the base flange.
All components described in this paragraph must be manufactured such that their use
does not require existing bases, extensions or any existing components installed in the
ground to be cut or modified in any manner. The modification of standard, certified
components renders them non-standard and voids their certification. The only exception
to this is the cutting of additional conduit holes during installation and the installation of
threaded inserts in the flange as these do not affect the structural integrity of a standard
unit.
3.2.4.1 Flange.
The dimensions of the flange must be as shown in Figure 5.
The flat surface of the flange must be installed at an angle of 90 degrees,
±0.125 degree, to the axis of the cylindrical body of the base. The flange
must be continuously attached to the body to provide a watertight seal.
The flange faces, outside and inside diameter, must be finished per ASME
B 46.1.
The bolt hole size and placement must be as shown in Figure 5.
The bolt hole may be integral to the flange or contained in metal insert
located in the flange.
A bolt installed in the flange bolt hole must be capable of accepting a bolt
torque test per paragraph 4.3.4. As part of the base testing, any insert or
remedial device used for correcting threads damaged while in service must
be tested in the base flange as part of the base in which it is intended for
service.
11/06/2015 AC 150/5345-42H
17
3.2.4.2 Body.
The body section, sides and bottom, may be formed from one or more pieces.
One piece body sections must have an anchor ring (mid-ring) attached to
the body by a continuous weld applied to the upper side and lower side of
the ring per Figure 6.
The length of the one piece body section shown in Figure 6 must be
considered a standard, but the overall length may vary to meet specific
conditions.
Two 2-inch (51 mm) conduit entrances must be provided near the bottom
of the body. The location, number, and size of conduit entrances shown in
Figure 6 must be considered standard, but the size, location, and number
of connections may be varied to meet specific conditions. Any sharp
edges at the conduit entrances must be removed to prevent cutting or
chafing of the cable insulation.
When sectional bases are specified, the sections must be dimensioned per
Figure 7.
3.2.4.3 Extensions.
Extensions must be fabricated from the appropriate metal for either Class
IA or Class IB bases.
The dimensions of extensions must be per Figure 8.
The minimum extension length must be 2-1/4 inches (51 mm).
Flat spacer rings must be used for height corrections of l/16 inch (1.6
mm) to 2-3/16 inches (62 mm) in l/l6 inch (1.6 mm) increments. Flat
spacer ring dimensions are shown in Figure 8.
If specified, grooved spacer rings may be used for height corrections of
l/4 inch (3.2 mm) to 2-7/16 inches (62 mm) in l/16 inch (1.6 mm)
increments.
To avoid problems with bolt tension, only a maximum of three spacer
rings may be stacked together.
3.2.4.4 Adjustable Height Type L-868, Class IA and Class IB Bases and
Extensions.
Adjustable height Type L-868, Class IA and IB bases and extensions must
have a provision for adjusting the height of the top flange.
Various methods of providing height adjustment are possible (including
proprietary stainless steel adjustable threaded extensions).
AC 150/5345-42H 11/06/2015
18
The top flange must have the identical dimensions as the top flange of the
standard base.
For adjustable bases, the body must also have the identical dimensions as
the standard base.
For adjustable extensions, the top flange and body of the extension must
also be compatible with light fixtures and with existing parts in the ground
without field modifications to certified parts.
The adjustable top flange and supporting wall may mate into the base
body either externally or internally of the base supporting wall.
3.2.4.5 Bolts.
Bolts suitable for use in the threaded holes per Figures 5, 6, and 7 must be
supplied with each spacer ring.
The bolts must be of sufficient length to provide a full thread connection
with the light base flange when the spacer ring is inserted between the
light fixture and the light base flange.
If bases or extensions are ordered without spacer rings, bolts conforming
to the dimensions specified in the notes in Figures 5, 6, and 7 must be
supplied.
All bolts must be fully threaded (also known as a tap bolt), fabricated from
18-8 stainless steel and supplied with two part stainless steel locking
washers.
Anti-seize material is recommended to be furnished and utilized by the
installing contractor when installing stainless steel bolts (Reference AC
150/5340-30).
Anti-seize material is not supplied by the light base manufacturer. No
antiseize material is required for coated fasters per EB 83.
Coated steel fasteners per EB 83 may also be used. All finished bolt sizes
must be the same as stainless steel bolts.
3.2.5 Type L-868 Accessories.
Various accessories are necessary to facilitate construction involving Type L-868 bases
or make corrections or adjustments to Type L-868 bases. These accessories are detailed
in Figure 9.
3.2.6 Grounding Lugs.
Ground connectors or straps must be supplied with each base.
11/06/2015 AC 150/5345-42H
19
A metallic ground connector or strap must be welded to the interior and exterior
wall of each base before applying surface protection.
The details and location of the ground connectors are shown in Figure 6.
The location of the connector may be varied to meet specific conditions. A
bronze or copper ground connector should not be fastened to the ground
connector or strap until after the base surface protection is applied.
Note: Under no circumstances should an exothermic weld be used to attach a ground or
counterpoise connection to a galvanized light base because of potential heat damage to
the galvanized coating. Under field conditions, repairs to the zinc coating after an
exothermic weld are ineffective. If the galvanized coating is compromised, the corrosion
of exposed light base steel will accelerate.
3.2.7 Drains.
If specified, a drain should be provided in the bottom of the base prior to applying surface
protection. When not otherwise specified, the drain should be 3/4 inch (19 mm) in
diameter.
3.2.8 Protective Coating.
After fabrication all burrs and sharp edges must be removed.
All ferrous metal parts must be treated for corrosion protection.
Prior to tapping operations, all parts of Class I bases, extensions, and spacer rings
in excess of l/4 inch (6.35 mm) in thickness must be hot-dip galvanized per
ASTM A123/A123M applied per ASTM A385.
All parts of L-895 elevated light base stakes must be hot dip galvanized per
ASTM A123/A123M that is applied per ASTM A385. Other coatings may be
used if the same level of corrosion protection is demonstrated.
Flanges, covers, and rings must be wiped smooth to a flatness of ±0.010 inch
(0.254 mm).
Plates and rings l/4 inch (6.35 mm) or less in thickness, grooved extensions, and
grooved spacer rings when made of ferrous metal must be plated with zinc per the
requirements of ASTM B633, Type II, Class I or hot dip galvanized per ASTM
A123/A123M.
Tapped holes for conduit must be protected with a polyurethane varnish or
equivalent.
A zinc dust primer meeting per MIL-PRF-26915 is permitted for touchup.
AC 150/5345-42H 11/06/2015
20
The area covered by zinc dust primer must not exceed 10 percent of the total
treated area.
Any cast iron may be coated with a minimum of 2.0 mils of oxyplast powder in
lieu of galvanizing.
Class IA base extensions and spacer rings must utilize surface protection that
meets testing requirements per paragraph 4.4.
Note: If a protective plastic coating is used over a galvanized coating or metal plating,
do not cover the light base threaded holes with the coating.
11/06/2015 AC 150/5345-42H
21
Chapter 4. QUALITY ASSURANCE PROVISIONS
Equipment produced under this specification may be eligible for funding for installation at
airports under Federal grant assistance programs for airports.
To be eligible for installation under Federal grant assistance programs, manufacturers of
the types of equipment specified herein are required to certify or furnish proof to the
airport sponsor, or the sponsor’s representative, that the equipment is certified by an
FAA-approved Third Party Certification Body to meet the following test specimen, and
production provisions established in paragraphs 4.1, 4.2 and 4.3 Certification Testing.
Certification testing is intended to ensure that the materials and fabrication methods are
adequate to provide acceptable in-service performance of light bases, transformer
housings, junction boxes, accessories, elevated light covers and stakes for elevated light
mounting.
Certification testing is required for each type, class, and size of light base, transformer
housing, junction box, accessory, elevated light covers and stakes for elevated light
mounting produced.
The third party certification body must make a record (for up to seven years beyond the
life of the certification) of the exact material and fabrication process used for the
prototype submitted for certification.
Any change in the product material or fabrication process requires the certification of the
resultant product as a new product initially submitted for certification.
After testing and qualification are complete, the prototype accepted for qualification must
function as the dimensional and workmanship model for all subsequent production units.
4.1 Type L-867 Class IA and Class IB Certification Testing.
Type L-867, Class IA and Class IB bases and extensions fabricated in accordance with
the materials and dimensions specified herein must be capable of passing the following
tests:
4.1.1 Type L-867 Class IA and Class IB Load Test.
Sample bases and extensions must be subject to the load test described below.
The base and cover assembly or assemblies including spacer rings, extensions,
and multi-section bodies must be bolted together and placed on a flat steel plate
mounted in a standard testing machine. The light base manufacturer will specify
the correct torque and bolts to be employed for proper assemby.
The test section must be a unit in height deemed to be the maximum height to be
furnished by the manufacturer with four 2 inch (51 mm) conduit entrances located
AC 150/5345-42H 11/06/2015
22
in the body section, located at 90 degree increments, 2-l/2 inches (64 mm) from
the bottom of the base.
A load must be applied to the top part of the base through a block of rubber 1.50
inches (38 mm) (± 0.25 inches (6.35 mm)) thick, with a diameter equal to the
cover plate, and having a durometer hardness of 55 to 70. A load of 250 psi
(1724 kPa) must be applied uniformly over the area of the rubber block at a rate
not to exceed 10,000 pounds (4536 kg) per minute.
The light base or any of its components will be considered unsatisfactory if there
is any permanent deformation or cracking of material or coating.
The test will be repeated three times.
After each loading, the bolts must be checked for loss of tension.
The bolts must be torqued to the manufacturer’s recommended service torque
after the first two loadings.
The base and/or assembly will be considered unsatisfactory if there is any loss of
torque in the bolts or permanent deformation of the flange or coating after the
third loading.
Load testing is to be performed on free standing units.
4.1.1.1 Type L-867 Class IA and Class IB Load Test, Adjustable Height Bases
and Extensions.
If the adjustable base or extension is designed for installation in earth (no
embedment support required), the base or extension must be tested fully
extended in free space and must be subject to the load test in paragraph 4.1.1.
If the base or extension requires PCC embedment to meet the loading
requirements, it must be tested to the requirements in paragraph 4.1.1 with
supporting PCC embedment to simulate actual installation as directed by the
testing laboratory.
4.1.2 Type L-867 Class IA and Class IB Weld Integrity Test.
This test must be performed after each assembly has undergone the load test described in
paragraph 4.1.1.
An internal air or hydraulic pressure of 12 psi, ±2 psi, (83 kPa, ±14 kPa) must be
maintained within the assembly using pressure fittings.
The conduit entrances must include a sample of the conduit interfaces (hub,
grommet etc.) that are offered by the manufacturer for interfacing to the conduit.
The conduit entrances must include conduit stubs suitably plugged during the
conducting of the test.
11/06/2015 AC 150/5345-42H
23
A high foam soap or detergent solution of low surface tension must be brushed on
welds, seams, and joints to detect leakage. Alternatively, the assembly may be
submerged in a tank of water while pressurized to detect any air leakage.
The assembly will be considered unsatisfactory if leakage is evident. The conduit
entrances must be placed at least 24 inches (0.6 m) below the water surface. Any
leakage of water into the assembly will be cause for rejection.
Note: This test is also to be performed on bases designed to be field height adjustable,
but the extension does not have to be in place.
4.1.3 Type L-867 Class IA and Class IB Dimensional Tests.
Specimens must be measured for conformance to the dimensions specified in Figures 1,
2, 3, and 4. Should any new product be introduced that does not exactly conform to the
fixed products shown, the applicable dimensions necessary to ensure compatibility with
certified light fixtures and bases must be applied.
4.1.4 Type L-867 Class IA and Class IB Protective Coating Thickness Test.
When utilized, the thickness of protective coatings must equal or exceed those specified
herein. The weight of hot-dip galvanizing must be tested according to the method
described in ASTM A 153. Zinc plating thickness must be tested by a method described
in ASTM B 633.
4.1.5 Type L-867 Class IA and Class IB Visual Inspection.
Each unit must be visually inspected for quality of workmanship and materials. The
specified Class marking must be inspected for correctness. Particular attention must be
given to smoothness and continuity of welds and seams, flatness and smoothness of the
flange surface, complete and uniform application of the protective coating, freedom from
excess zinc when applicable, and absence of burrs, sharp edges, cracks, voids,
penetrations or any other imperfection that could potentially affect the structural integrity
or performance of the product.
4.1.6 Type L-867 Class IB Potassium Acetate Test.
Light bases and extensions certified to Type L-867 Class IB requirements must be
subjected to testing to determine if they are resistant to corrosion or deterioration caused
by deicing fluids containing potassium acetate.
The test consists of selecting a test light base and filling it half full with a
potassium acetate deicing fluid composed of 50 percent potassium acetate and 50
percent water, by weight.
The test light base will have conduit connecting devices identical to that to be
furnished with the base with conduit stubs plugged and the top of the base must
be covered with an appropriate blank cover and gasket.
The test light base must remain for 21 days at an elevated temperature of 194°F
(90ºC).
AC 150/5345-42H 11/06/2015
24
After the test period, the light base and spacer ring must be inspected. Any
evidence of corrosion, leakage, or deterioration (peeling delamination, blistering)
of coatings must be cause for rejection.
4.2 Type L-867 Class IIA and Class IIB Certification Testing.
Type L-867, Class IIA and Class IIB bases and extensions fabricated from materials to
dimensions as specified herein must be capable of passing the following tests.
4.2.1 Type L-867 Class IIA and Class IIB Load Test.
Sample bases and extensions must be subjected to the load test described in paragraph
4.1.1.
4.2.2 Type L-867 Class IIA and Class IIB Weld Integrity Test.
Sample bases and extensions must be subjected to the leakage test described in paragraph
4.1.2.
Note: This test is also to be performed on bases designed to be field height adjustable,
but the extension does not have to be in place.
4.2.3 Type L-867 Class IIA and Class IIB Temperature Shock Test.
Temperature shock test requirements apply only to Class II, non-metallic, Type L-867
bases.
A temperature shock test must be conducted on a completed non-metallic base
assembly.
The test must be performed according to MIL-STD-810E, Method No. 503.2,
Paragraph II, Procedure I.
The high test temperature must be conducted at +130ºF (+54ºC) and the low test
temperature must be conducted at -65ºF (-54ºC).
This test must be conducted on the assembly after the load test described in
paragraph 4.1.1 has been concluded.
Any cracking or joint separation of the materials making up the base assembly
will be cause for rejection.
4.2.4 Type L-867 Class IIA and Class IIB Dimensional Tests.
Specimens must be measured for conformance to the dimensions specified in Figures 1,
2, 3, and 4, as applicable.
Mounting flange and base wall thicknesses must be measured and must be equal
to or greater than those required to pass the load test and torque test described in
paragraph 4.1.1.
11/06/2015 AC 150/5345-42H
25
Should any new product be introduced that does not exactly conform to the fixed
products shown, the applicable dimensions necessary to ensure compatibility with
certified light fixtures and bases must be applied.
4.2.5 Type L-867 Class IIA and Class IIB Protective Coating Thickness Test.
For components of the base or assembly requiring protective coatings, the thickness of
protective coatings must be tested in accordance with paragraph 4.1.4.
4.2.6 Type L-867 Class IIA and Class IIB Visual Inspection.
Bases must be visually inspected in accordance with paragraph 4.1.5.
4.2.7 Type L-867 Class IIB Potassium Acetate Test.
Light bases and extensions certified to Type L-867 Class IIB requirements must be
subjected to testing to determine if they are resistant to corrosion caused by deicing fluids
containing potassium acetate. The test must be conducted in accordance with paragraph
4.1.6.
4.2.8 Type L-894 Elevated Light Cover Load and Bending Moment Test.
A static load and bending moment test must be performed on an elevated light cover
mated to an L-867 light base (or equivalent).
4.2.8.1 Type L-894 Test Load Application Method.
The test load must be applied to the top part of the test assembly through a
rubber block of a diameter at least 1 inch (25.4 mm) less than the outside
diameter of the light assembly. The rubber block must be 1.5 inches thick, ±
0.25 in. thick and have a “Shore A” hardness of 55-70.
4.2.8.2 Type L-894 Test Load Application.
For elevated light covers, the load must be 2,500 pounds (1,134 kg). The load
must be applied uniformly over the rubber block in paragraph 4.2.8.1.1 at a
rate not greater than 10,000 pounds (4,536 kg) per minute. Full load must be
applied for at least 1 minute.
4.2.8.3 Type L-894 Bending Moment.
When the elevated light cover is bolted to an L-867 light base, it must
withstand a bending moment of 2,500 foot pounds (3,390 N·m) for the L-804
and 700 foot pounds (949 N·m) for all other applications.
4.2.8.4 Type L-894 Test Results.
The test is considered as unsatifactory if there any permanent deformation,
cracking of material or finish, breaking, or damage to the light, and/or
elevated light cover.
4.2.9 Type L-895 Elevated Light Mounting Stake Dimensional Tests.
Verify that the dimensions of the mounting stake are per paragraphs 3.2.3.2 and 3.2.3.2.3.
4.2.9.1 Type L-895 Elevated Light Mounting Stake Protective Coatings.
Verify that all protective coatings are per paragraph 3.2.8.
AC 150/5345-42H 11/06/2015
26
4.3 Type L-868 Class IA and Class IB Certification Testing.
Type L-868, Class I bases and extensions fabricated with the materials and dimensions
specified herein must pass the following tests.
4.3.1 Type L-868 Class IA and Class IB Load Test.
Sample bases and extensions must be subject to the load test described in paragraph 4.1.1
with the following exception. A load of 450 psi (3,103 kPa) must be applied uniformly
over the area of the rubber block at a rate not to exceed 10,000 pounds (4,536 kg) per
minute. The test section must be a unit in height deemed to be the maximum height, to
be furnished by the manufacturer. For 8 inch (203 mm) Type L-868, one inch (25 mm)
conduit entrances must be used.
4.3.2 Type L-868 Class IA and Class IB Fatigue Test.
If a material other than ASTM A36 steel is used for a major load-bearing structural
component, the material must have a fatigue limit or endurance limit no less than 27 ksi
(186 MPa). Specimens from the proposed material must be able to withstand a minimum
of 5 × 107 cycles at 27 ksi (186 MPa) by a standard R.R. Moore rotating beam fatigue test
using polished specimens. No less than three tests must be conducted to validate the
material’s fatigue properties.
4.3.3 Type L-868 Class IA and Class IB Impact Test.
If a material other than ASTM A36 steel is used for a major load-bearing structural
component, the material must have an impact toughness equal to or greater than 15 ft-lb
(20 J) at 20°F (-7°C), per the Charpy V-notch Test specified in ASTM E23. No less than
three tests must be conducted to validate the material’s impact properties.
4.3.4 Type L-868 Class IA and Class IB Flange Bolt Torque Test.
Flanges must be tested by inserting dry 3/8 inch X 16 threads per inch 18-8 stainless steel
tap (fully threaded) bolts used to mount a typical in-pavement light fixture in all 6 bolt
holes and torqueing all bolts to failure.
Note: Check with a light fixture manufacturer for a typical bolt length used to mount in-
pavement light fixtures.
Any cracking or permanent deformation of the flange material will be cause for rejection.
Any rotation or distortion of installed remedial devices or replaceable inserts will also be
cause for rejection.
4.3.5 Type L-868 Class IA and Class IB Weld Integrity Test.
Sample bases and extensions must be subjected to the leakage test described in paragraph
4.1.2.
Note: This test is also to be performed on bases designed to be field height adjustable,
but the extension does not have to be in place.
4.3.6 Type L-868 Class IA and Class IB Dimensional Tests.
Specimens must be measured for conformance to the dimensions per Figures 5 through 9.
Should any new product be introduced that does not exactly conform to the certified
11/06/2015 AC 150/5345-42H
27
products per this AC, the applicable dimensions necessary to ensure compatibility with
currently certified light fixtures and bases must be applied.
4.3.7 Type L-868 Class IA and Class IB Protective Coating Thickness Test.
For components of the base or assembly requiring protective coatings, the thickness of
protective coatings must be tested in accordance with paragraph 4.1.4.
4.3.8 Type L-868 Class IA and Class IB Visual Inspection.
Specimens must be subject to visual inspection as described in paragraph 4.1.5.
4.3.9 Type L-868 Class IB Potassium Acetate Test.
Bases and Extensions must be subjected to testing to determine if they are resistant to
corrosion caused by deicing fluids containing potassium acetate. The test must be
conducted in accordance with paragraph 4.1.6.
4.3.10 Type L-868 Torque Test for Adjustable Height Bases and Extensions.
Two different torque tests are specified depending on the intended application for Class
IA and IB bases.
4.3.10.1 Base Anchored Into the Surrounding Pavement.
The torque test must be performed on a specimen properly assembled and
constructed so as to closely simulate actual installation in a pavement.
Prior to test, reference “tick” marks must be made on the mounting flange
and surrounding pavement material.
A torque of 100,000 in-lbs (11,300 Nm) must be applied perpendicular to
the vertical axis of the container through a steel cover plate. The
maximum torque must be achieved within 60 seconds of the start of test.
The torque load must be applied three times.
Upon completion of the third torque loading, the reference “tick” marks
will be measured to determine if the support ring has been displaced in
azimuth. An azimuth displacement of 0.25 degree or greater must be
cause for rejection.
4.3.10.2 Base Anchored into Embedment Material.
After completion of load testing, specimens must be subjected to torque
testing as described in paragraph 4.3.10.1 to ensure adequate material
thicknesses, attachment, and assembly techniques. An azimuth displacement
of 0.25 degree or greater must be cause for rejection. Separation of the flange
or bottom of the container from the body sidewalls, as well as buckling and/or
permanent deformation of the body sidewalls must also be cause for rejection.
AC 150/5345-42H 11/06/2015
28
4.4 Production Testing.
4.4.1 Lot Size.
The lot size must be equal to the daily production rate.
4.4.2 Sample Size and Acceptance Criteria.
Production testing must be based on the procedures given in ANSI/ASQ Z1.4. Sample
size and acceptance criteria must be based on Table 1 (Sample Size Code Letters),
General Inspection Level I, Table II-A (Single Sampling Plans for Normal Inspection),
and an Acceptable Quality Level (AQL) of 2.5. Note that normal inspection may be
switched to reduced inspection provided the conditions set forth in ANSI/ASQ Z1.4 are
met.
4.4.3 Retesting.
If the lot is rejected, the remainder of the lot may be tested and inspected on an individual
basis. As an alternative to individual testing and inspection, the remainder of the lot may
be tested using criteria in ANSI/ASQ Z1.4 for multiple sampling. Table IVB, Multiple
Sampling Plans for Tightened Inspection, using the appropriate sample size and an AQL
of 2.5, must be used. Should the lot fail under the multiple sampling plan criteria, all
units must be inspected and tested individually and repaired as necessary. Any samples
that fail under any of the above criteria must be repaired prior to shipment.
4.4.4 Type L-867, Class IA and Class IB.
4.4.4.1 Dimensional Tests.
Random samples from each lot must be subjected to dimensional tests as
described in paragraph 4.1.3.
4.4.4.2 Visual Inspection.
Random samples from each lot must be subjected to visual inspection as
described in paragraph 4.1.5.
4.4.4.3 Weld Integrity Test.
Random samples from each lot must be subjected to the leakage test described
in paragraph 4.1.2, except that load testing of production samples is not
required.
4.4.5 Type L-867 Class IIA and Class IIB.
4.4.5.1 Dimensional Tests.
Random samples from each lot must be tested in accordance with paragraph
4.2.4.
4.4.5.2 Visual Inspection.
Random samples from each lot must be visually inspected in accordance with
paragraph 4.1.5.
11/06/2015 AC 150/5345-42H
29
4.4.5.3 Weld Integrity Test.
Random samples from each lot must be subjected to the leakage test described
in paragraph 4.1.2, except that load testing of production samples is not
required.
4.4.6 Type L-868 Class IA and Class IB.
4.4.6.1 Dimensional Test.
Random samples from each lot must be tested for conformance to the
dimensional test described in paragraph 4.3.6.
4.4.6.2 Visual Inspection.
Random samples from each lot must be inspected for conformance to the
requirements in paragraph 4.3.8.
4.4.6.3 Weld Integrity Test.
Random samples from each lot must be subjected to the leakage test described
in paragraph 4.1.2, except that load testing of production samples is not
required.
AC 150/5345-42H 11/06/2015
30
This page intentionally left blank.
11/06/2015 AC 150/5345-42H
31
Chapter 5. PREPARATION FOR DELIVERY.
5.1 Packing.
Equipment must be carefully packaged for shipment and delivery to avoid damage and/or
corrosion. Protective covers must be installed on all bases. (See paragraph 3.1.3.5.3.)
5.2 Marking.
Equipment must be marked for shipment with the consignee’s name and address, and
other pertinent information as needed by the installer. Marking must include the
following statement, “Installer: These products have been packed and shipped per FAA
recommendations. Products are to be handled carefully so no damage to the structure or
finish will occur during the installation process.”
AC 150/5345-42H 11/06/2015
32
Figure 1. Flange, Type L-867, Class IA, Class IB, Class IIA, Class IIB
Drill
& T
ap
3/8
in. (9
.53
mm
)
16 N
C (
nm
eq)
Sp
aced,
E
C B D
D,
Outs
ide D
ia
Tole
rances, D
B,
Bolt C
ircle
Tole
rances, B
C, In
sid
e D
ia
Tole
rances, C
E,
Ch
ord
Tole
rances, E
Note
: A
ll D
imensio
ns a
re s
how
n in inch
es,
To c
onvert
fro
m in. to
mm
multip
ly
by 2
5.4
.
nm
eq m
eans n
o m
etr
ic e
quiv
ale
nt
13
.50
0
+0.1
00
-0.0
00
10
.25
0
9.2
50
+0.0
60
-0.0
00
5.1
25
±0
.00
5
±0
.01
0
17
.37
5
+0.1
00
-0.0
00
14
.25
0
±0
.01
0
12
.37
5
+0.0
60
-0.0
00
7.1
25
±0
.00
5
Nom
inal D
iam
ete
r1
21
6
DB
Siz
es
6 T
hru
Hole
s E
qually
±0
.00
5
11
.12
5
-0.0
00
+0.0
60
20
.00
0
±0
.01
0
21
.50
0
-0.0
00
+0.1
00
24
.00
0
24
E
0.3
75
in
. m
inim
um
. F
or
Cla
ss II b
ase
dim
ensio
n is m
inim
um
and e
xact
dim
ensio
n is d
ep
endent
on that re
quir
ed
to m
eet
the loadin
g r
equir
em
ent.
11/06/2015 AC 150/5345-42H
33
Figure 2. Body, Type L-867, Class IA, Class IB, Class IIA, Class IIB
24 in (610 mm)
A
2 1
/2 in
(6
4 m
m)
or
as s
pe
cifie
d
No
min
al D
iam
ete
r
A,
Insid
e D
ia
12
16
Siz
es
Fla
ng
e A
tta
ch
ed
To
Sid
ew
alls
With
Co
ntin
uo
us
AA
A
12
.25
0±0
.37
5
16
.25
0±0
.37
5T
ole
ran
ce
s,
A
AA
A,
Ma
x B
ott
om
Dia
13
.00
01
7.3
75
Wa
tert
igh
t W
eld
0.1
09
in
. (2
.77
mm
)M
inim
um
Min
imu
m0
.10
9 in
. (2
.77
mm
)
0.3
75
in
. (9
.53
mm
) M
inim
um
6 in. (150 mm)
Typical
NO
TE
S:
1.
Co
nd
uit E
ntr
an
ce
s A
re T
o B
e M
ad
eT
he
Bo
lt H
ole
Axis
Of
Th
e F
lan
ge
With
An
An
gu
lar
To
lera
nce
of
±1
°.
Su
pp
ly S
ix 1
8-8
Sta
inle
ss S
tee
l (o
r co
ate
d s
tee
l b
olts
pe
r E
B #
83
) H
ex H
ea
d 3
/8 in
(9
.53
mm
) 1
6 U
NC
-2
(nm
eq
) F
ully
Th
rea
de
d B
olts 1
in
. (2
5 m
m)
Lo
ng
W
ith
Ea
ch
Co
nta
ine
r.
3.
Dim
en
sio
ns S
ho
wn
Are
In
In
ch
es
To
Co
nve
rt F
rom
in
. to
mm
Mu
ltip
lyB
y 2
5.4
. n
me
q m
ea
ns n
o m
etr
ice
q1
uiv
ale
nt.
2.
22
.50
0
24
24
.00
0
±0
.37
5
Bo
tto
m a
tta
ch
ed
to
Sid
ew
alls
with
co
ntin
uo
us w
ate
rtig
ht
we
ld.
Fo
r C
lass I
I b
ase
th
e w
all
thic
kn
ess m
ay b
e g
rea
ter
if
req
uire
d t
o m
ee
t th
e b
ase
loa
din
g r
eq
uire
me
nts
.
Fo
r C
lass I
IA o
r II
B b
ase
th
e f
lan
ge
th
ickn
ess m
ay b
e
gre
ate
r if r
eq
uire
d t
o m
ee
t th
e b
ase
lo
ad
ing
req
uire
me
nts
.
Th
e f
lat
su
rfa
ce
of
the
fla
ng
e
sh
all
be
in
sta
lled
at
90
°±0
.25
°to
the
axis
of
the
cylin
dri
ca
l b
od
y.
Op
tio
na
l D
rain
ho
le o
r h
ub
with
siz
e a
nd
co
nfig
ura
tio
n t
o b
e s
pe
cifie
d b
y t
he
airp
ort
en
gin
ee
r. H
ole
sh
ou
ld n
ot
exce
ed
2 in
ch
es
in d
iam
ete
r. R
ef
AC
15
0/5
34
0-3
0
To
lera
nce
s,
AA
A
±0
.10
0
±
0.1
00
±
0.1
00
Gro
un
d S
tra
p
for
Bro
nze
or
Co
pp
er
Gro
un
d
Co
nn
ecto
r
AC 150/5345-42H 11/06/2015
34
Figure 3. Extensions, Type L-867, Class IA, Class IB, Class IIA, Class IIB
Exte
nsio
nS
pacer
Rin
g
Heig
ht
to O
rder
1-3
/4 inch (
44 m
m)
min
imum
Tole
ran
ce ±
1/1
6 in.
(±1.5
mm
)
Drill
& T
ap
3/8
in (
9.5
3 m
m)
16 N
C (
nm
eq)
6 T
hru
Hole
sE
qu
ally
Sp
aced.
Tap a
fter
Drill
7/1
6 in
(11
.1 m
m)
6 T
hru
Hole
s E
qua
llyS
paced
1/1
6 in
(1.5
mm
)
to
1 1
1/1
6 in (
43 m
m)
C B D
C B D
A
7/1
6 in
(11
.1 m
m)
6 T
hru
Hole
sE
qu
ally
Sp
aced
Siz
es
EE
Top a
nd
Botto
m A
tta
ched to
applic
atio
n o
fp
rote
ctive
coating
0.1
09 in (
2.7
7 m
m)
min
. C
lass 1
NO
TE
S:
1. H
ole
s I
n T
op A
nd B
otto
m O
f E
xte
nsio
ns S
hall
Be
Alig
ned.
2. S
upply
6 S
tain
less S
teel (o
r coate
d s
teel bolts p
er
EB
#83
) 18-8
Hex
Head
3/8
in.
(9.5
3 m
m)
16
UN
C (
nm
eq)
Bolts W
ith E
ach
Exte
nsio
n
Suff
icie
ntly L
ong
To P
rovid
e M
inim
um
1/2
in. (1
3 m
m)
Thre
ad E
ng
age
ment
With
Ba
se C
on
tain
er.
Sup
ply
6 S
tain
less S
teel (o
r coate
d s
teel bolts p
er
EB
#8
3)
18
-8 H
ex
head
3/8
in. (9
.53M
M)
16 U
NC
(nm
eq)
Bo
lts W
ith E
ach
Exte
nsio
n S
uff
icie
ntly
Long
to
Pro
vid
e M
inim
um
1/2
in.
(13 m
m)
Thre
ad
En
gag
em
en
t W
ith
Exte
nsio
n T
op F
lange.
3. T
ab
ula
ted D
imensio
ns A
re I
n I
nches, T
o C
onvert
Fro
m in. to
mm
Multip
ly B
y 2
5.4
. n
meq m
eans n
om
etr
ic e
quiv
ale
nt.
Sid
ew
alls
With C
ontu
nous
Wate
rtig
ht
Co
nne
ction.
As r
eq'd
Cla
ss II
Fla
ng
e T
hic
kne
ss
Nom
inal D
iam
ete
r
D, O
uts
ide
Dia
Min
imum
B,
Bolt C
ircle
Tole
rance
s, B
C, In
sid
e D
iaT
ole
ran
ces, C
E, C
hord
Tole
rance
s, E
A, A
ctu
al D
iaT
ole
rance
s, A
B 12
13
.50
0
10
.25
0
9.2
50
5.1
25
12
.25
0
± 0
.010
± 0
.005
± 0
.375
+ 0
.06
0-
0.0
00
D 16
17
.37
5
14
.25
0
12
.37
5
7.1
25
16
.25
0
± 0
.010
± 0
.005
± 0
.375
+ 0
.06
0-
0.0
00
E 24
24
21
.50
0
20
.00
0
10
.75
0
22
.25
0
± 0
.010
± 0
.005
± 0
.375
+ 0
.06
0-
0.0
00
3/8
in
. (9
.5 m
m)
for
Cla
ss I
As R
eq
uired f
or
Cla
ss II
(Top
an
d B
ott
om
):
11/06/2015 AC 150/5345-42H
35
Figure 4. Accessories, Type L-867
ST
EE
L C
OV
ER
PLA
TE
EX
TE
RIO
R P
LY
WO
OD
CO
VE
R
Thru
Ho
les E
qually
Sp
aced.
Dri
ll S
ix 7
/16 in (
11.1
1 m
m)
t
D
Dri
ll S
ix 7
/16 in (
11.1
1 m
m)
Thru
Ho
les E
qually
Sp
aced.
B D
T
D, O
uts
ide D
iaT
ole
rances, D
B,
Bo
lt C
ircle
Dia
Tole
rances, B
T, T
hic
kness
t, T
hic
kness
Note
s:
Siz
es
BD
13.5
00
+0.1
00
-0.0
00
17.3
75
+0.1
00
-0.0
00
10.2
50
±0.0
10
14.2
50
±0.0
10
0.3
75
0.3
75
1/2
1/2
1.
Supply
18-8
Sta
inle
ss S
teel (o
r coate
d s
tee
l bolts p
er
EB
#83)
Hex H
ead 3
/8 (
9.5
3 m
m)
UN
C 1
6 (
nm
eq
) B
olts O
f S
uffic
ient Length
To P
rovid
e F
ull
Thre
ad E
ngage
ment
With F
lange.
2.
Dim
ensio
ns T
abula
ted A
bo
ve
Are
In I
nches. T
o C
onvert
F
rom
in. to
mm
, M
ultip
ly b
y 2
5.4
. nm
eq m
eans n
o m
etr
icequ
ivale
nt.
B
E
24.0
00
+0.1
00
-0.0
00
21.5
00
±0.0
10
0.5
00
1/2
AC 150/5345-42H 11/06/2015
36
Figure 5. Flange, Type L-868, Class IA, Class IB
C B A
Siz
es
AB
C
No
min
al D
iam
ete
r8
12
15
A,
Ou
tsid
e D
ia
To
lera
nce
s,
A
8.5
00
12
.50
01
5.5
00
+0
.05
0+
0.0
50
+0
.05
0
-0.0
00
-0.0
00
-0.0
00
B,
Bo
lt C
ircle
7.2
50
11
.25
01
4.2
50
±0
.01
0±0
.01
0±0
.01
0
C,
Insid
e D
ia6
.50
01
0.0
00
13
.00
0
To
lera
nce
s,
C+
0.0
15
+0
.01
5+
0.0
15
-0.0
00
-0.0
00
-0.0
00
No
te:
All
Dim
en
sio
ns a
re s
ho
wn
in
in
ch
es,
t
o c
on
ve
rt f
rom
in.
to m
m m
ultip
ly b
y 2
5.4
nm
eq
me
an
s n
o m
etr
ic e
qu
iva
len
t
0.7
50
in
(19
.1 m
m)
min
imu
m
De
tail
"A"
30
°
X
24
0°
60
°
Pro
vid
e3
/8 in
. (9
.53
mm
)1
6 U
NC
(n
me
q)
12
Th
ru H
ole
s E
qu
ally
Sp
ace
d,
Fo
r 8
in
. siz
eH
ole
s a
re L
oca
ted
at
60
°, 1
20
°,
24
0°
an
d 3
00
°.
Wh
en
Usin
g O
nly
Tw
o
Bo
lts t
he
12
0°
an
d 3
00
°
Lo
ca
tio
ns S
ha
ll b
e U
se
d.
30
°
12
0°
30
0°
To
lera
nce
s,
B
11/06/2015 AC 150/5345-42H
37
Figure 6. Body, Type L-868, Class IA, Class IB
24
in
(6
10
mm
)
0.1
09
in
. (2
.77
mm
)m
inim
um
No
min
al D
iam
ete
r
To
lera
nce
s,
A
Siz
es
4 in
. (1
00
mm
)
A
An
ch
or
Rin
g
Inn
er
Dia
= A
Ou
ter
Dia
= A
+ 1
.5 in
(38
mm
)
3/8
in
(9
.5 m
m)
Th
ick
We
lde
d T
op
an
d B
ott
om
812
15
A,
Ou
tsid
e D
ia8
.50
01
2.5
00
15
.50
0
+0
.05
0-0
.00
0+
0.0
50
-0.0
00
+0
.05
0
-0.0
00
AA
A
Ma
x B
ott
om
Dia
To
lera
nce
s, A
AA
9.5
00
13
.50
0
16
.50
0±0
.10
0±0
.10
0±0
.10
0
No
te:
Ta
bu
late
d D
ime
nsio
ns a
re s
ho
wn
in in
ch
es,
to
co
nve
rt f
rom
in
. to
mm
mu
ltip
ly b
y 2
5.4
.
n
me
q m
ea
ns n
o m
etr
ic e
qu
iva
len
t.
AA
A
Bo
tto
m A
tta
ch
ed
To
Sid
ew
alls
With
Co
ntin
uo
us W
ate
rtig
ht
We
ld
Fla
ng
e A
tta
ch
ed
To S
ide
wa
llsW
ith
Co
ntin
uo
us W
ate
rtig
ht
We
ld
2-1
/2 in
(6
4 m
m)
Or
As S
pe
cifie
dC
on
ne
ctio
ns L
oca
ted
On
X-X
Or
Y-Y
Axis
Of
Fla
ng
e A
s R
eq
uire
d
0.1
09
in
.(2
.77
mm
)M
inim
um
6 in. (150 mm)
Typical
Th
e f
lat
su
rfa
ce
of
the
fla
ng
e s
ha
ll b
e in
sta
lled
at
90
°±0
.25
°to
th
e a
xis
of
the
cylin
drica
l b
od
y.
Th
e f
lan
ge
su
rfa
ce
sh
all
be
fin
ish
ed
in a
cco
rda
nce
with
AN
SI
B 4
6.1
Fo
r S
ize
12
an
d 1
5.
12
in
.(3
05
mm
) fo
r
Siz
e 8
Dra
in h
ole
wh
en
sp
ecifie
d
Siz
e a
nd
co
nfig
ura
tio
n t
o b
e
sp
ecifie
d b
y t
he
airp
ort
de
sig
ne
r
(Ma
x 2
in
ch
)
Gro
un
dC
on
ne
ctio
n L
ug
AC 150/5345-42H 11/06/2015
38
Figure 7. Sectional Body, Type L-868, Class IA, Class IB
Heig
ht to
Ord
er
min
imum
Tole
ran
ce ±
1/1
6 in.
(±1.5
mm
)
0.7
50 in. (1
9.1
mm
)
0.1
09 in. m
in.
(2.7
7 m
m)
3/8
in. (9
.5 m
m)
min
.
Nom
inal D
iam
ete
r
AB
C 15
12
8
Siz
es
To Order
3/8
in
(10 m
m)
3/8
in
(10 m
m)
(2.7
7 m
m)
0.1
09 in. m
in.
0.1
09 in. m
in.
(2.7
7 m
m)
(10 m
m)
3/8
in
(2.7
7 m
m)
.109
To Order
4-1/2 in.(114 mm)minimum
Bo
ttom
Se
ction
Mid
dle
Section
To
p S
ection
CC
CC
BB
AA
A
CC
BB
AA
AC
CB
B
AA
A
AA
A
BB
A, A
ctu
al D
ia.
Tole
rances, A
8.5
00
12.5
00
15.5
00
±0.0
50
±0.0
50
±0.0
50
AA
A
Tole
rance
s, A
AA
9.5
00
13.5
00
16.5
00
±0.1
00
±0.1
00
±0.1
00
BB
, B
olt C
ircle
Tole
ran
ces, B
B
6.2
50
10.2
50
13.2
50
±0.0
10
±0.0
10
±0.0
10
CC
Tole
rances, C
C9.2
50
12.3
75
±0.0
15
±0.0
15
±0.0
15
A o
ute
r D
ia.
3/4
in (
19 m
m)
X 3
in (
76 m
m)
X 3
/16 in (
5 m
m)
ste
el anchor
weld
ed to
section s
ide
at 120 °
in
terv
als
2.2
5 in. (5
7 m
m)
BB
B
4 in. (100 mm)Minimum
Hole
s In B
ottom
Of M
iddle
Section A
reS
lots
7/1
6 in
(11 m
m)
Wid
e B
y
1-3
/4 in (
44 m
m)
Long A
ligned W
ith
BB
Dia
mete
r
5.2
50
NO
TE
S:
1. T
ops A
nd B
ottom
s A
ttached T
o S
idew
alls
With C
ontinuous
Wate
rtig
ht W
eld
s.
2. H
ole
s In T
ops A
nd B
ottom
s S
hall
Be A
ligned.
3. S
upply
Six
18-8
Sta
inle
ss S
teel (o
r coate
d s
teel bolts p
er
EB
#83)
Hex H
ead 3
/8 in (
9.5
3 m
m)
Fully
Thre
ade
d 1
6U
NC
-2 (
nm
eq)
Bolts,
4. D
ime
nsio
ns S
how
n A
re In Inch
es, T
o C
onvert
Fro
min
. to
mm
, M
ultip
ly B
y 2
5.4
. nm
eq m
eans n
o m
etr
icequiv
ale
nt.
CA
5. C
onduit C
onnections A
ligne
d W
ith B
olt H
ole
Axis
In B
ottom
Section.
125
125
Dri
ll &
Tap 1
2
Thru
Hole
s 3
/8 in
(9.5
3 m
m)
- 16 U
NC
(nm
eq).
Equally
Spaced
For
8 in. siz
eH
ole
s a
re L
ocate
dO
n Y
Axis
and
at 120°
and 3
20°
When U
sin
g O
nly
Tw
o
Bolts the 1
20°
and 3
20°
Loca
tions S
hall
be U
sed.
C, Insid
e D
ia.
10.0
00
13.0
00
6.5
00
7/8
in
min
.
BB
B, B
olt C
ircle
Tole
rance
s, B
BB
7.2
50
±0.0
10
11.2
50
±0.0
10
14.2
50
±0.0
10
A o
ute
r D
ia.
1.0
in (
25.4
mm
) Long W
ith E
ach M
ultip
le S
ection.
11/06/2015 AC 150/5345-42H
39
Figure 8. Extensions, Type L-868 Class IA, Class IB
Heig
ht to
Ord
er
min
imum
Tole
rance ±
1/1
6 in.
(±1.5
mm
)
Dri
ll &
Tap
3/8
in (
9.5
3 m
m)
16 N
C (
nm
eq)
Equ
ally
Spaced
Dri
ll 7/1
6 in
(11.1
mm
) 6 T
hru
Hole
s E
qually
Spaced
Top a
nd
Bo
ttom
Attached to
C B AA
E
7/1
6 in
.
(11.1
mm
)
6 T
hru
Hole
s
Eq
ua
lly S
pa
ce
d
C B A CC
0.7
50 in. (1
9.1
mm
)
0.1
09 in. m
in.
(2.7
7 m
m)
3/8
in. (9
.5 m
m)
min
.
.125
.125
.125
.125
Nom
inal D
iam
ete
r
A,
Ext.
Ou
tsid
e D
iaT
ole
rances, A
B, B
olt C
ircle
Tole
rances, B
C, In
sid
e D
iaT
ole
rances, C
CC
, In
sid
e D
iaT
ole
rances, C
C
AB
C 15
12
8
+0
.050
+0
.050
+0
.050
-0.0
00
-0.0
00
-0.0
00
14.2
50
11.2
50
7.2
50
±0.0
10
±0.0
10
±0.0
10
13.0
00
10.0
00
6.5
00
+0
.015
+0
.015
+0
.015
-0.0
00
-0.0
00
-0.0
00
6.5
00
10.0
012.3
75
±0.0
15
±0.0
15
±0.0
15
E, C
hord
Tole
rances, E
3.6
25
5.6
25
7.1
25
±0.0
05
±0.0
05
±0.0
05
Siz
es
2.2
5 in.
(57.5
mm
)
Sid
ew
alls
With C
ontinuous W
ate
rtig
ht
Weld
30°
X
60°
X 240°
12 T
hru
Hole
s
8.5
00
12.5
00
15.5
00
H, O
ptional
Alig
ne
d W
ith H
ole
s In T
op
EX
TE
NS
ION
SP
AC
ER
RIN
G
1/1
6 in.
(1.5
mm
) M
inim
um
For
Fla
t S
pacer
Rin
g1/4
in. (6
.35 m
m)
Min
imum
For
Gro
oved S
pacer
Rin
g
T
o2-3
/16 in. (5
5.6
mm
)
H,
Op
tion
al
H, G
roove D
iaT
ole
rances, H
6.1
45
±0.0
08
10.1
45
±0.0
08
13.1
45
±0.0
08
NO
TE
S:
1.
Su
pp
ly S
ix 1
8-8
Sta
inle
ss S
tee
l (o
r co
ate
d s
teel bolts p
er
EB
#83)
Hex H
ead
3/8
in. (9
.53 m
m)
Fully
Thre
ad
ed U
NC
16 (
nm
eq)
Bolts O
f A
Length
Required
For
Min
imum
1/2
in. (1
3 m
m)
Thre
ad
Engagem
ent In
Top F
lange O
f L-8
68
Conta
ine
r W
ith E
ach S
pa
cer
Rin
g.
For
Exte
nsio
ns S
upply
Tw
elv
e B
olts
Meeting T
he S
am
e R
equirem
ents
.
2. T
abula
ted
Dim
ensio
ns S
how
n A
bove A
re inches, T
o C
onvert
In.
to m
m, M
ultip
ly b
y 2
5.4
. nm
eq m
eans n
o m
etr
ic e
quiv
ale
nt.
"O"
Rin
g G
aske
t D
eta
il
(5.3
3 m
m)
0.2
10 in. dia
.
G
G, G
asket D
iaT
ole
rances, G
6.1
60
10.1
60
±0.0
08
13.1
60
±0.0
08
±0.0
08
300°
120°
17.3
75
+0
.050
-0.0
00
14.2
50
±0.0
10
13.1
45
±0.0
08
13.0
00
+0
.015
-0.0
00
±0.0
15
12.3
75
7.1
25
±0.0
05
13.1
60
±0.0
08
17.2
5
C*
3. T
yp
e C
* D
ime
nsio
ns a
re A
pplic
ab
le fo
r E
xte
nsio
ns o
r S
pacers
Used to R
ais
e
Curr
ently Insta
lled 1
7 Inch F
ixtu
res
AA
, E
xt.
Ou
tsid
e D
iaT
ole
rances, A
A
8.0
00
+0
.050
-0.0
00
12.0
00
+0
.050
-0.0
00
15.0
00
+0
.050
-0.0
00
17.3
75
+0
.050
-0.0
00
240°
and 3
00°.
When U
sin
g O
nly
Tw
o
Bolts the 1
20°
and 3
00°
Locations
Sha
ll be U
sed.
at 60°,
120°,
H
ole
s a
re L
ocate
dF
or
8 in. siz
e
30°
(see n
ote
3)
Gro
ove
De
tail
-0.0
05 in (
0.1
3 m
m)
+0.0
00 in (
0.0
0 m
m)
0.1
65 in (
4.1
9 m
m)
H0.2
40 in (
6.1
0 m
m)
7°
max
4.
Se
e p
ara
gra
ph
3.1
.3.1
fo
r p
rote
ctive d
am
dim
ensio
nal in
form
ation.
AC 150/5345-42H 11/06/2015
40
Figure 9. Accessories, Type L-868
XX
B A
Dri
ll S
ix 7
/16
in
(1
1.1
1 m
m)
Th
ru H
ole
s E
qu
ally
Spaced.
Co
un
terb
ore
Ea
ch H
ole
1-1
/8 X
1/4
in.
(28
.58
X 6
.35
mm
).N
o H
ole
s O
n X
-XA
xis
Of
8 in.
(25
4 m
m)
Siz
e.
T
ST
EE
L C
OV
ER
PLA
TE
EX
TE
RIO
R P
LY
WO
OD
CO
VE
R
(20
3 m
m)
Siz
e.
Axis
Of
8 in.
No
Ho
les O
n X
-X(2
8.5
8 X
6.3
5 m
m).
1-1
/8 X
1/4
in.
Co
un
terb
ore
Ea
ch H
ole
Th
ru H
ole
s E
qu
ally
Spaced.
Dri
ll S
ix 7
/16
in
(1
1.1
1 m
m)
B
XX
AA
A
t
Co
at
Ed
ge
& 1
in
. (2
5 m
m)
Min
imu
m E
ach
Sid
e W
ith
Pa
raff
in
MU
D C
OV
ER
Dri
ll 6
Th
ru H
ole
s7
/16
in
(1
1.1
mm
)
Dia
Eq
ua
lly S
paced
2 K
no
ckouts
1 in
(2
5 m
m)
Dia
Inn
er
Rin
g O
.D.
4.2
5 in
(108 m
m)
Mid
dle
Rin
g O
.D.
5.7
5 in (
146 m
m)
Ou
ter
Rin
g O
.D.
7.2
5 in
(184 m
m)
Rin
gs A
re 1
/4 ±
.06
25
in
(6
mm
± 1
.5m
m)
Wid
ea
nd
Ra
ise
d 1
/32
in
(0
.8 m
m)
Min
imum
1/8
in
(3
mm
)
Ce
nte
r P
oin
t In
dente
d
AA
A
B o
r B
B
2-1
/4 in
(5
7 m
m)
Apart
Ce
nte
red
On
X X
Axis
1-1
/8 in
(2
8.5
mm
) E
ither
Sid
e O
f Y
Y A
xis
X
Y Y
X
Fa
brica
te f
rom
Exte
rior
Gra
de
Ply
wo
od
, B
B/C
C,
or
oth
er
mate
rial
of
Eq
ua
l S
tre
ng
th a
nd
Weath
er
Re
sis
tance
8"
- 1
2"
Dri
ll &
Ta
p 4
Th
ru H
ole
s
3/8
in
(9
.53
mm
) 16 U
NC
(nm
eq
) E
qu
ally
Spaced
Dri
ll 6
Th
ru H
ole
s
7/1
6 (
11
.1 m
m)
Dia
Eq
ua
lly S
pa
ced W
ith
1 1
/8 in
(2
8.6
mm
),
1/2
in
(1
2.7
mm
) D
eep
Co
un
terb
ore
12
" -
15"
Dri
ll 6
Th
ru H
ole
s
7/1
6 (
11
.1 m
m)
Dia
Eq
ua
lly S
pa
ced W
ith
1 1
/8 in
(2
8.6
mm
),
5/1
6 in
(8
mm
) D
eep
Co
un
terb
ore
Dri
ll &
Tap 1
2
Th
ru H
ole
s
3/8
in
(9
.53
mm
)
16
UN
C (
nm
eq)
Eq
ua
lly S
paced
TY
PIC
AL
AD
AP
TE
R R
ING
S
NO
TE
S:
1. S
upply
Six
18-8
Sta
inle
ss S
teel (o
r coate
d s
teel bolts p
er
EB
#83)
Hex H
ead 3
/8 in (
9.5
3m
m)
Fully
Thre
aded
1
6 U
NC
(nm
eq)
Bolts O
f A
Length
Requir
ed F
or
Min
imum
1/2
in. (1
3 m
m)
Thre
aded E
ngagem
ent In
The T
op
O
f A
Type L
-868
2.
Dim
en
sio
ns T
ab
ula
ted
Ab
ove
Are
In
in
ch
es,
To
Co
nve
rt F
rom
in. to
mm
Multip
ly B
y 2
5.4
. N
ME
Q m
eans n
o m
etr
ic
eq
uiv
ale
nt.
3. S
teel C
over
Pla
te B
olt C
ircle
"B
" M
ay b
e "
BB
" D
imensio
n if R
equired.
4. *
C D
imensio
ns a
pply
Only
to A
dapte
r R
ings.
Se
e N
ote
3
BB
B
A C CC
T
BB
B
A C CC
AA
T
CBA
Min
imum
1/2
in
(1
3 m
m)
Th
ickn
ess T
o O
rder
Ø T
o O
rder
Co
rre
ctio
n H
ole
sC
ou
nte
rbo
re A
zim
uth
W
ith
5/8
in
(1
5.8
8 m
m)
7/1
6 in
(1
1.1
1 m
m)
Dia
Dri
ll 6
Th
ru H
ole
s
Ga
lva
niz
ing
Sp
ace
d,
Ta
p a
fter
6 T
hru
Ho
les E
qually
16
UN
C (
nm
eq)
3/8
in
. (9
.53
mm
)D
rill
& T
ap
AZ
IMU
TH
CO
RR
EC
TIO
N R
ING
Ø
A,O
uts
ide D
iaT
ole
ran
ces, A
8.0
00
+ 0
.050
- 0
.000
12
.000
+ 0
.050
- 0
.000
15
.000
+ 0
.050
- 0
.000
11
.938"
+0
.100
-0.0
00
14.9
38"/
17.2
50"
+0
.100
-0.0
00
9.9
38"
+0
.000
-0.0
30
AA
,Ou
tsid
e D
iaT
ole
ran
ce
s, A
A
AA
A,O
uts
ide D
iaT
ole
ran
ce
s, A
AA
+ 0
.050
- 0
.000
+ 0
.050
- 0
.000
+ 0
.050
- 0
.000
8.5
01
2.5
01
5.5
0
B,
Bo
lt C
ircle
Tole
ran
ce
s, B
7.2
50
± 0
.010
11
.250
± 0
.010
14
.250
± 0
.010
11
.250
± 0
.010
14
.250
± 0
.010
BB
, B
olt C
ircle
To
lera
nces, B
B6
.250
± 0
.010
10
.250
± 0
.010
13
.250
± 0
.010
7.2
50
± 0
.010
11
.250
± 0
.010
C, In
sid
e D
iaT
ole
ran
ce
s, C
+ 0
.015
- 0
.000
+ 0
.015
- 0
.000
+ 0
.015
- 0
.000
6.5
00
10
.000
13
.000
+ 0
.015
- 0
.000
8.1
25*
+ 0
.015
- 0
.000
12
.25
0*
CC
, In
sid
e D
iaT
ole
ran
ce
s, C
C+
0.0
15
- 0
.000
6.5
00
+ 0
.015
- 0
.000
10
.000
T, T
hic
kn
ess (
ste
el)
.750
.750
1.2
50
1.2
50"
1.2
50"
t, T
hic
kn
ess (
ply
wood)
3/4
w/o
Mu
d P
late
5/8
w/
Mu
d P
late
Mu
d P
late
5/8
w/
Mu
d P
late
3/4
w/o
1-1
/4
AB
C8
" T
O 1
2"
12
" T
O 1
5"
Siz
es
Typ
ical A
da
pte
r R
ing
11/06/2015 AC 150/5345-42H
Appendix A
41
APPENDIX A. 10-INCH (254 MM) LIGHT BASE.
The 10 inch light base in this Appendix Figure is included for reference only.
AC 150/5345-42H 11/06 /2015
Appendix A
42
Figure A-1. Extensions and Spacers for 10-inch (254 mm) Diameter Type L-868 Base, for
Maintenance of Existing Installations Only
He
igh
t to
Ord
er
min
imu
mT
ole
ran
ce
±1
/16
in
.(±
1.5
mm
)
Dri
ll &
Ta
p3
/8 in
(9
.53
mm
)1
6 N
C (
nm
eq
)
Eq
ua
lly S
pa
ce
dT
ap
aft
er
ga
lvin
izin
g
Dri
ll 7
/16
in
(11
.1 m
m)
6 T
hru
Ho
les E
qu
ally
Sp
ace
dT
op
an
d B
ott
om
Att
ach
ed
to
C B AA
E
7/1
6 in
.(1
1.1
mm
)6
Th
ru H
ole
sE
qu
ally
Sp
ace
d
C B A C
0.7
50
in
. (1
9.1
mm
)
0.1
09
in
. m
in.
(2.7
7 m
m)
3/8
in
. (9
.5 m
m)
min
.
.125
.125
.125
.125
No
min
al D
iam
ete
r
A,
Ou
tsid
e D
iaT
ole
ran
ce
s,
A
B,
Bo
lt C
ircle
To
lera
nce
s,
B
C,
Insid
e D
iaT
ole
ran
ce
s,
C
10
in
ch
+0
.05
0
-0.0
00
9.2
50
±0
.00
5
8.0
00
+0
.01
5
-0.0
00
E,
Ch
ord
To
lera
nce
s,
E4
.62
5
±0
.00
5
2 in
. (5
1 m
m)
Sid
ew
alls
With
Co
ntin
uo
us W
ate
rtig
ht
We
ld30°
X
Y
X
Y
12
Th
ru H
ole
s
No
Ho
les O
n
X-X
Or
Y-Y
Axis
On
1
0 in
. (2
54
mm
)S
ize
10
.50
0
H,
Op
tio
na
l
Alig
ne
d W
ith
Ho
les I
n T
op
EX
TE
NS
ION
SP
AC
ER
RIN
G
1/1
6 in
. (1
.5 m
m)
Min
imu
mF
or
Fla
t S
pa
ce
r R
ing
1/4
in
. (6
.35
mm
) M
inim
um
Fo
r G
roo
ve
d S
pa
ce
r R
ing
To
1-1
5/1
6 in
. (4
9.2
mm
)
H,
Op
tio
na
l
H,
Gro
ove
Dia
To
lera
nce
s,
H8
.14
5±0
.00
8
"O"
Rin
g G
asket D
eta
il
0.2
10
(5.3
3 m
m)
(5.3
3 m
m)
0.2
10
G
G,
Ga
ske
t D
iaT
ole
ran
ce
s,
G8
.16
0±0
.00
8
NO
TE
S:
1.
Su
pp
ly S
ix 1
8-8
Sta
inle
ss S
tee
l (o
r
3/8
in
. (9
.53
mm
) U
NC
16
(n
me
q)
Bo
lts O
f A
Le
ng
th R
eq
uir
ed
Fo
r M
inim
um
1/2
in
(1
3 m
m)
Th
rea
d E
ng
ag
em
en
t In
To
p F
lan
ge
Of
L-8
68
Co
nta
ine
r W
ith
Ea
ch
Sp
ace
r R
ing
. F
or
Exte
nsio
ns S
up
ply
Tw
elv
e B
olts M
ee
tin
g T
he
Sa
me
Re
qu
ire
me
nts
.
2.
Ta
bu
late
d D
ime
nsio
ns S
ho
wn
Ab
ove
Are
inch
es,
To
Co
nve
rt I
n.
to m
m,
Mu
ltip
ly b
y 2
5.4
.
nm
eq
me
an
s n
o m
etr
ic e
qu
iva
len
t.
Gro
ove D
eta
il
-0.0
05
in
(0
.13
mm
)+
0.0
00
in
(0
.00
mm
)0
.16
5 in
(4
.19
mm
)
H0
.24
0 in
(6
.10
mm
)
7°
ma
x
Exte
nsio
ns a
nd s
pacers
for
10 inch D
iam
ete
r ty
pe
L-8
68
base.
Exte
nsio
ns a
re f
or
use
on
exis
tin
g b
ase
s o
nly
to
pro
vid
e h
eig
ht
ad
justm
en
ts w
he
n c
ha
ng
es in
pa
ve
me
nt
leve
l o
ccu
r.
To
lera
nce
s,
AA
AA
, O
uts
ide
Dia
-0.0
00
10
.00
0
+0
.05
0
co
ate
d s
tee
l b
olts p
er
EB
#
83
) H
ex H
ea
d
Advisory Circular Feedback
If you find an error in this AC, have recommendations for improving it, or have suggestions for
new items/subjects to be added, you may let us know by (1) mailing this form to:
Federal Aviation Administration
Airport Engineering Division (AAS-100)
800 Independence Avenue SW
Washington, DC 20591
or (2) faxing it to the attention of Manager, Airport Engineering Division (AAS-100),
(202) 267-3688.
Subject: AC 150/5345-42H, Specification for Airport
Light Bases, Transformer Housings, Junction Boxes, and
Accessories
Date:
_____________________
Please check all appropriate line items:
☐ An error (procedural or typographical) has been noted in paragraph ________________ on
page __________________.
☐ Recommend paragraph ______________ on page ______________ be changed as follows:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
☐ In a future change to this AC, please cover the following subject: (Briefly describe what you want added.)
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
☐ Other comments:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
☐ I would like to discuss the above. Please contact me at (phone number, email address).
Submitted by: ________________________________ Date: ________________________
This page intentionally left blank.