AA--The Aluminum Association, 750 Third Avenue, New York, N.Y. 10017.
ABPA--Acoustical and Board Products Association, 205 West Touhy Avenue, Chicago, Illinois 60068.
AGA--American Gas Association Laboratories, 8501 East Pleasant Valley Road, Cleveland, Ohio 44131.
AISC--American Institute of Steel Construction, 1221 Avenue of the Americas, New York, New York 10020.
AISI--American Iron and Steel Institute, 1000 16th Street, N.W., Washington, D.C. 20036.
AITC--American Institute of Timber Construction, 333 W. Hampden Avenue, Englewood, Colorado 80110.
ANSI--American National Standards Institute, 1430 Broadway, New York, New York 10017.
APA--American Plywood Association, 1119 A Street, Tacoma, Wash. 98401.
ASHRAE--American Society of Heating Refrigeration and Air-Conditioning Engineers, 345 East 47th Street, New York, New York 10017.
ASME--American Society of Mechanical Engineers, 345 East 47th Street, New York, New York 10017.
ASTM--American Society of Testing and Materials, 1916 Race Street, Philadelphia, Pennsylvania 19103.
CMI--Cultured Marble Institute, 230 North Michigan Avenue, Chicago, Illinois 60601.
CS--Commercial Standards--Superintendent of Documents, U.S.
Government Printing Office, Washington, D.C. 20402.
DOC--Department of Commerce, Washington, D.C. 20230.
DOT--Department of Transportation, Washington, D.C. 20590.
FHDA--Fir and Hemlock Door Association, Yeon Building, Portland, Oregon 97204.
FS--Federal Specification--Superintendent of Documents, U.S.
Government Printing Office, Washington, D.C. 20402.
GAL--Gas Appliance Laboratory, 3138 East Olympic Boulevard, Los Angeles, California 90023.
HPMA--Hardwood Plywood Manufacturers Association, P.O. Box 6246, Arlington, Virginia 22206.
HVI--Home Ventilating Institute, 230 North Michigan Avenue, Chicago, Illinois 60601.
IAMPO--International Association of Plumbing and Mechanical Officials, 5032 Alhambra Avenue, Los Angeles, California 90032.
I-SANTA--Industrial Staple and Nail Technical Association, P.O.
Box 3072, City of Industry, California 91744.
NFPA--National Fire Protection Association, 470 Atlantic Avenue, Boston, Massachusetts.
(N)FPA--National Forest Products Association (formerly National Lumber Manufacturers Associations), 1619 Massachusetts Ave., Wash., D.C. 20036.
NPA--National Particleboard Association, 2306 Perkins Place, Silver Spring, Maryland 20910.
NSF--National Sanitation Foundation, 3475 Plymouth Road, Ann Arbor, Michigan 48105.
NWMA--National Woodwork Manufacturers Association, 400 West Madison Street, Chicago, Illinois 60606.
PS--Product Standard-Superintendent of Documents, U.S. Government Printing Office. Washington, D.C. 20402.
SJI--Steel Joist Institute, 2001 Jefferson Davis Highway, Arlington, Virginia 22202.
TPI--Truss Plate Institute, Suite 200, 7100 Baltimore Avenue, College Park, Maryland 20740.
UL--Underwriters' Laboratories, Inc., 207 East Ohio Street, Chicago, Illinois 60611.
A structure which meets the definition of "mobile home" set out in 280.2(a)(16) is not subject to the provisions of this part if it enters the first stage of production before 150 days after June 15, 1976 and meets any one of the following criteria.
Subpart B states the planning requirements in mobile homes. The intent of this subpart is to assure the adequacy of architectural planning considerations which assist in determining a safe and healthful environment.
Provisions shall be made for adequate light and ventilation in accordance with the following:
Bathroom and toilet compartment doors shall be equipped with a privacy lock.
The dimensions set forth in 280.110 through 280.113 are intended to assure that space and a functional arrangement of this space are provided to accommodate the normal activities of living in the mobile home.
The gross floor area required by 280.110(a) and (b) shall have no clear horizontal dimension less than 5 feet except as permitted by 280.102(a).
Each toilet compartment shall be a minimum of 30 inches in width, except, when the toilet is located adjacent to the short dimension of the tub, the distance from the tub to the center line of the toilet shall not be less than 12 inches. At least 21 inches of clear space shall be provided in front of each toilet.
Hallways shall have a minimum horizontal dimension of 28 inches measured from the interior finished surface to the interior finished surface of the opposite wall. When appliances are installed in a laundry area, the measurement shall be from the front of the appliance to the opposite finished interior surface. When appliances are not installed and a laundry area is provided, the area shall have a minimum clear depth of 27 inches in addition to the 28 inches required for passage. In addition, a notice of the available clearance for washer/dryer units shall be posted in the laundry area. Minor protrusions into the minimum hallway width by doorknobs, trim, smoke detectors or light fixtures are permitted.
The purpose of Subpart C of this standard is to specify measures which will provide a reasonable degree of safety from fire for the occupants. It is the intent of this Subpart that mobile homes shall be constructed so as to reduce fire hazards and provide detection of a fire for safe egress.
This Subpart covers the minimum requirements for materials, products, equipment and workmanship needed to assure that the mobile home will provide
Aluminum: Aluminum Construction Manual, specifications for aluminum structures.................................. | AA-1971 | |
Steel: | ||
Specification for the design, fabrication, and erection of structured steel for buildings with supplements 1, 2, and 3 (junior beams meeting ASTM A36 are acceptable if designed to meet the loadings and performance requirements of this standard).................................. | AISC-1973 | |
Specification for the design of cold-formed steel structural members with supplement 1.................................. | AISI-1968 | |
Specification for the design of light-gage cold-formed stainless steel structural members.................................. | AISI-1972 | |
Standard specifications for open web steel joints, J-and H- Series.................................. | AISC and SJI | |
Criteria for structural applications of steel cables for buildings.................................. | AISI-1973 | |
Wood and wood products: | ||
Hardboard.................................. | PS 58, 59, $ 60-1973 | |
Hardwood and decorative plywood.................................. | USDC PS 51-71 | |
Structural design guide for hardwood plywood.................................. | HPMA-SG-71 | |
Timber, structural glued laminated-inspection.................................. | AITC-200-1973 | |
Timber, structural glued laminated.................................. | USDS PS 56-73 | |
Construction and industrial plywood.................................. | PS 1-74 | |
Plywood residential construction guide.................................. | APA-1975 | |
Design specifications for plywood-lumber components.................................. | APA-1974 | |
Fabrication specifications of plywood-lumber components.................................. | APA-1975 | |
Stress grade lumber and its fastenings-national design specifications for (and supplement).................................. | (N) FPA-1973 | |
Structural design data-wood.................................. | (N) FPA-1970 | |
Span tables for joists and rafters (PS 20-70).................................. | (N) FPA-1973 | |
Working stresses for joists and rafters.................................. | (N) FPA-1974 | |
Timber construction standards.................................. | AITC-100-1972 | |
Design specifications for light metal plate connected wood trusses.................................. | TPI-74 | |
Span tables for light metal plate connected wooden trusses.................................. | TPI-1972 | |
Particleboard for mobile home decking.................................. | NPA 1-73 | |
Mat-formed wood particleboard.................................. | CS 236-66 | |
All plywood beams for mobile homes.................................. | APA 124-74 | |
Wood flush doors (interior, exterior).................................. | NWMA I.S.1-74 | |
Wood window units.................................. | ANSI A200.1-74 (NWMA I.S.2-73) | |
Water repellent preservative treating for millwork.................................. | NWMA I.S.4-70 | |
Wood patio doors.................................. | NWMA I.S.3-70 | |
Other: Gypsum wallboard.................................. | ASTM C36 | |
Fasteners: | ||
Nails, brads, staples and spikes, wire, cut & wrought.................................. | 5F.S. FF-N-1 5b | |
Pneumatic and mechanically driven building construction fasteners.................................. | I-SAN TA-19-73 | |
Windows and glazing: Transparent safety glazing material used in buildings.................................. | ANSI A58.1-97 | |
Unclassified: Building code requirements for minimum design loads in buildings and other ..................................structures | ANSI A58.1-197 |
Pounds per square foot | ||
North Zone.......................... | .......................... 40 | |
Middle Zone.......................... | .......................... 30 | |
South Zone.......................... | .......................... 20 |
WIND ZONE MAP
STANDARD WIND ZONE I 15 PSF Horizontal 9 PSF Uplift
HURRICANE ZONE II 25 PSF Horizontal 15 PSF Units
Floor.......................... | .......................... L/240 |
Roof and ceiling .......................... | .......................... L/180 |
Headers, beams, and girders (vertical load).......................... | .......................... L/180 |
Walls and partitions.......................... | .......................... L/180 |
Where L equals the clear span between supports or two times the length of a cantilever.
Every structural assembly tested shall be capable of meeting the Proof Load Test or the ultimate Load Test as follows:
Wrought aluminum alloys shall be those in which the alloying elements do not exceed the following maximum limits:
Percent | ||
Silicone.......................... | .......................... 7.0 | |
Magnesium Manganese.......................... | .......................... 6.0 | |
Chromium Iron.......................... | .......................... 1.0 | |
Copper.......................... | .......................... .4 | |
Zinc.......................... | .......................... 1.0 | |
Other.......................... | .......................... .5 | |
Aluminum.......................... | .......................... Balance |
These limits apply to both bare products and to the core clad products. The cladding of clad products shall be within the same limits except the maximum zinc limit may be 3.0 percent in order to assure that the cladding is anodic to the core. Where aluminum extrusions are used for the main frame and sash or ventilator sections, they shall have a minimum ultimate tensile strength of 22,000 psi and a yield of 16,000 psi.
Glass Dimensional Tolerancesa and Maximum | |||
Allowable Areas--Sheet Glass | |||
Normal thicknness (inches) | Minimum thickness (inches) | Maximum areab (square ft) at 15 lb/ft2 | Maximum areab (square ft) at 25 lb/ft2 |
18 oz.......................... | .......................... 0.078 | 11 | 10 |
SS.......................... | .......................... .085 | 13 | 11 |
24 oz.......................... | .......................... .108 | 18 | 14 |
DS .......................... | .......................... .115 | 20 | 15 |
.......................... 3/16 | .......................... .182 | 40 | 30 |
.......................... 7/32 | .......................... .206 | 58 | 37 |
..........................14 | .......................... .236 | 72 | 43 |
_______ |
a For other types of glass see Federal Specification DD-G-451c, dated Jan. 15, 1968.
b Maximum areas shown are based on minimum glass thickness set forth. Maximum areas shown apply for rectangular lites of annealed glass firmly supported on all 4 sides in a vertical position.
Tabulated areas may be increased as noted for use of tempered, heat strengthened or sealed insulating glass and shall be decreased as noted for use of sandblasted, wire or laminated glass. Glass louvers installed in jalousies shall be not less than 7/32" thick nor longer than 36" and exposed edges shall be seamed, ground or polished.
Adjustment Factors | ||
Relative Resistance to Wind Loads1 | ||
Glass type: | Approximate Relationship | |
Regular Plate | 1.0 | |
Laminated | 0.6 | |
Wire | 0.5 | |
Heat strengthened | 2.0 | |
Fully tempered | 4.0 | |
Factory fabricated insulating glass2 | 1.5 | |
Rough rolled or patterned surface | 1.0 | |
Sand blasted annealed glass | 0.4 | |
_______ |
1 To determine the maximum allowable area for the glass types listed multiply the allowable area established by the appropriate adjustment factor
2 Use thickness of thinner of the two lights, not thickness of unit
EXAMPLE: Awning windows utilizing a single vent for egress and requiring a rotary operator for activation is unacceptable, whereas an awning window set in a separate frame whose activation requires only a 180° twist of the lock to allow egress is acceptable even though a rotary operator is present for normal operation.
EXAMPLE: In a horizontally opening window (sliding or rolling), the minimum dimension requirement may be met as follows: When the window is in the final position for egress, place one end of the dowel perpendicularly against the portion of the main frame side (bottom) projecting furthest towards the center of the opening, and pass the dowel through the opening in a horizontal (vertical) plane without touching any portion of the device except the main frame side (bottom) on which it pivoted.
1.35 CFM per sq. ft. of door.......................... | .......................... Jan. 1, 1975 |
1.2 CFM per sq. ft. of door.......................... | .......................... Jan. 1, 1976 |
1.0 CFM per sq. ft. of door.......................... | .......................... Jan. 1, 1977 |
This subpart sets forth the requirements for condensation control, air infiltration, thermal insulation and certification for heating and comfort cooling.
Materials used for insulation shall be of proven effectiveness and adequate durability to assure that required design conditions concerning thermal transmission are attained.
where P1 and P2 are the permeance values of the exterior covering and sheathing in perms.
Formed exterior siding applied in sections with joints not caulked or sealed shall not be considered to restrict water vapor transmission, or
The mobile home heat loss/heat gain shall be determined by methods outlined in 280.508 and 280.509. The outdoor winter design temperature zone for which the mobile home is acceptable and the lowest outdoor temperature to which the installed heating equipment will maintain a temperature of 70° F shall be certified as specified in 280.510 of this subpart.
Zone | Maximum transmission coefficient | |
I | .157 Btu/(hr.) (sq. ft.) (F) | |
II | .126 Btu/(hr.) (sq. ft.) (F) | |
III | .104 Btu/(hr.) (sq. ft.) (F) |
Information necessary to calculate the home cooling load shall be provided as specified in this Part.
Information, values and data necessary for heat loss and heat gain determinations shall be taken from the 1972 ASHRAE Handbook of Fundamentals.
Infiltration and Ventilation--Chapter 19.
Determining "R" & "U" Value--Chapter 20.
Heating Load--Chapter 21.
Cooling Load Calculations--Chapter 22.
Outdoor Winter Design Temperatures (Use 97-1/2 percent values)--Chapter 33.
Outdoor Summer Design Temperatures (Use 2-1/2 percent values)--Chapter 33.
In the absence of specific data, for purposes of heat-loss/gain calculation, the following criteria shall be used:
Infiltration Heat-Loss = 0.7 (T) (ft. of perimeter), BTU/hr. where: T-70 minus the heating system capacity certification temperature stipulated in the Heating Certificate, in F.
Wall .......................... | .......................... 15 percent of wall area less windows and doors. |
Floor and Ceiling.......................... | .......................... 10 percent of the area. |
Thermal Resistance
When insulation is installed over the framing members the thermal performance of the insulation is reduced due to compression to the framing members. The Resistance value of the insulation between the framing members is reduced by 12.5 percent for framing members 16" O.C., 8.5 percent for framing members 24" O.C., and 4 percent for framing members 16" O.C., 8.5 percent for framing members 24" O.C., and 4 percent for framing members 48" O.C.
The mobile home manufacturer shall permanently affix the following "Certificate" to an interior surface of the home that is readily visible to the homeowner. The "Certificate" shall specify the following:
HEATING CERTIFICATE
..........................
Home Manufacturer
..........................
Plant Location
..........................
Home Model
(Include Winter Climate Zone Map)
This mobile home has been thermally insulated to conform with the requirements of the Federal Mobile Home Construction and Safety Standards for all locations with climatic Zone____________________.
..........................
Heating Equipment Manufacturer
..........................
Heating Equipment Model
The above heating equipment has the capacity to maintain an average 70° F temperature in this home at outdoor temperatures of ___ F.
To maximize furnace operating economy, and to conserve energy, it is recommended that this home be installed where the outdoor winter design temperature (97-1/2%) is not higher than ____ degrees Fahrenheit. [FN1]
The above information has been calculated assuming a maximum wind velocity of 15 MPH at standard atmospheric pressure.
..........................
Air Conditioner Manufacturer
..........................
Air Conditioner Model
Certified Capacity ___ BTU/Hr. in accordance with the appropriate Air Conditioning and Refrigeration Institute Standards.
The central air conditioning system provided with this home has been sized, assuming an orientation of the front (hitch) end of the home facing ___and is designed on the basis of a 75° F indoor temperature and an outdoor temperature of ___ F dry bulb and ___ F wet bulb.
EXAMPLE ALTERNATE 1
COMFORT COOLING CERTIFICATE
..........................
Mobile Home Mfg
..........................
Plant Location
..........................
Mobile Home Model
..........................
Air Conditioner Manufacturer
..........................
Air Conditioner Model
Certified Capacity--B.T.U./Hr. in accordance with the appropriate Air Conditioning and Refrigeration Institution Standards.
The central air conditioning system provided with this home has been sized assuming an orientation of the front (hitch end) of the home facing ____. On this basis the system is designed to maintain an indoor temperature of 75° F when outdoor temperatures are ___ F dry bulb and ___ F wet bulb.
The temperature to which this home can be cooled will change depending upon the amount of exposure of the windows of this home to the sun's radiant heat. Therefore, the home's heat gains will vary dependent upon its orientation to the sun and any permanent shading provided. Information concerning the calculation of cooling loads at various locations, window exposures and shadings are provided in Chapter 22 of the 1972 edition of the ASHRAE Handbook of Fundamentals.
Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this mobile home.
EXAMPLE ALTERNATE 2
COMFORT COOLING CERTIFICATE
..........................
Mobile Home Manufacturer
..........................
Plant Location
..........................
Mobile Home Model
This air distribution system of this home is suitable for the installation of central air conditioning.
The supply air distribution system installed in this home is sized for Mobile Home Central Air Conditioning System of up to ____ B.T.U./Hr. rated capacity which are certified in accordance with the appropriate Air Conditioning and Refrigeration Institute Standards. When the air circulators of such air conditioners are rated at 0.3 inch water column static pressure or greater for the cooling air delivered to the mobile home supply air duct system.
Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this mobile home.
EXAMPLE ALTERNATE 3
COMFORT COOLING CERTIFICATE
..........................
Mobile Home Mfg
..........................
Plant Location
..........................
Mobile Home Model
The air distribution system of this home has not been designed in anticipation of its use with a central air conditioning system.
To determine the required capacity of equipment to cool a home efficiently and economically, a cooling load (heat gain) calculation is required. The cooling load is dependent on the orientation, location and the structure of the home. Central air conditioners operate most efficiently and provide the greatest comfort when their capacity closely approximates the calculated cooling load. Each home's air conditioner should be sized in accordance with Chapter 22 of the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Handbooks of Fundamentals, once the location and orientation are known.
INFORMATION PROVIDED BY THE MANUFACTURER
NECESSARY TO CALCULATE SENSIBLE HEAT GAIN
..........................
Walls (without windows and doors)
..........
"U"
..........................
Ceilings and roofs of light color
..........
"U"
..........................
Ceilings and roofs of dark color
..........
"U"
..........................
Floors
..............................
"U"
..........................
Air ducts in floor
....................
"U"
..........................
Air ducts in ceiling
....................
"U"
..........................
Air ducts installed outside the home
..........
"U"
Information necessary to calculate duct area.
Subpart G of this Standard covers the plumbing materials, fixtures, and equipment installed within or on mobile homes. It is the intent of this subpart to assure water supply, drain, waste and vent systems which permit satisfactory functioning and provide for health and safety under all conditions of normal use.
MINIMUM SIZE TUBING AND PIPE FOR WATER DISTRIBUTION SYSTEMS
Tubing (Nominal)
Number of | pipe iron | ||
fixtures | Diameter | Outer diameter | pipe size |
(inches) | (inches) | (inches) | |
1 | 1/4* | 3/8 | 1/2 |
2 | 3/8 | 1/2 | 1/2 |
3 | 1/2 | 5/8 | 1/2 |
4 | 1/2 | 5/8 | 1/2 |
5 or more | 3/4 | 7/8 | 3/4 |
*6 ft. maximum length.
Exceptions to table: 3/8 inch nominal diameter or 1/2 inch OD minimum size for clothes washing or dishwashing machines, unless larger size is recommended by the fixture manufacturer. 1/2 inch nominal diameter or 5/8 inch OD minimum size for flushometer or metering type valves unless otherwise specified in their listing. No galvanized screw piping shall be less than 1/2 inch iron pipe size.
MAXIMUM DISTANCE OF FIXTURES FROM VENT TRAP
Size of fixture drain (inches) | Distance trap to vent | ||
1-1/4 | 4 ft. 6 in. | ||
1-1/2 | 4 ft. 6 in. | ||
2 | 5 ft. | ||
3 | 6 ft. |
Subpart H of this standard covers the heating, cooling and fuel burning equipment installed within, on, or external to a mobile home.
EER = (Capacity (Btuh))/(Power input (watts))
Heating, cooling and fuel burning appliances and systems in mobile homes shall be free of defects and shall conform to applicable standards in the following able unless otherwise specified in this standard. (See 280.4.)
DO NOT USE TOOLS TO SEPARATE THE "QUICK-DISCONNECT" DEVICE.
Maximum Capacity of Different Sizes of Pipe and Tubing in Thousands of BTUs per Hour of Natural Gas for Gas Pressure of 0.5 Psig or Less and a Maximum Pressure Drop of 1/2 Inch Water Column
Maximum Capacity of Different Sizes of Pipe and Tubing in Thousands of BTUs per Hour of Undiluted Liquefied Petroleum Gas Based on a Maximum Pressure Drop of 1/2 Inch Water Column
THIS OUTLET IS DESIGNED FOR USE WITH GAS PORTABLE APPLIANCES WHOSE TOTAL INPUT DO NOT EXCEED ______ BTUH. REPLACE PROTECTIVE COVERING OVER CONNECTOR WHEN NOT IN USE
Effective date: | Maximum allowable flue loss |
Jan. 1, 1977.......................... | .......................... 25 percent |
Jan. 1, 1976.......................... | .......................... 30 percent |
Storage capacity in gallons | Recovery efficiency | Standby Loss |
Less than 25.......................... | At least 75 percent | .......................... Not more than 7.5 percent |
25 up to 35.......................... | do | .......................... Not more than 7 percent |
35 or more.......................... | do | .......................... Not more than 8 percent |
Operating instructions shall be provided with each appliance. These instructions shall include directions and information covering the proper use and efficient operation of the appliance and its proper maintenance.
Every appliance shall be accessible for inspection, service, repair, and replacement without removing permanent construction. Sufficient room shall be available to enable the operator to observe the burner, control, and ignition means while starting the appliance.
Date: | Energy efficiency ratio | ||
Jan. 1, 1977 .......................... | .......................... 6.5 | ||
Jan. 1, 1980.......................... | .......................... 7.2 |
COP | |||
Outdoor air temperature | |||
Date | |||
45°F | 20°F | 0°F | |
Jan. 1, 1977 | 2.2 | 1.4 | Permit shutoff. |
Jan. 1, 1980 | 2.5 | 1.7 | 1.0. |
Minimum metal thickness for ducts1 | ||
Diameter | Width | |
Duct | 14 in | over |
type | or less | 14 in |
Round.......................... | 0.013 | .......................... 0.016 |
Enclosed rectangular.......................... | .01 . | .......................... .016 |
Exposed rectangular.......................... | .016 | .......................... .019 |
_______ |
1 When "nominal" thickness are specified, 0.003 in. shall be added to these "minimum" metal thicknesses.
50-ampere 125/250 volt receptacle and attachment-plug-cap-configurations, 3 pole, 4-wire grounding types used for mobile home supply cords and mobile home parks. Complete details of the 50-ampere cap and receptacle can be found in the American National Standard Dimensions of Caps, Plugs and Receptacles, Grounding Type (ANSI C73.17-1972).
(3 x Length x Width)/(115 x 15 (or 20))=No. of 15 (or 20) ampere circuits
Name plate rating (in watts) | Use (in watts) |
10,000 or less.......................... | .......................... 80 percent of rating |
10,001 to 12,500.......................... | .......................... 8,000 |
12,501 to 13,500.......................... | .......................... 8,400 |
13,501 to 14,500.......................... | .......................... 8,800 |
14,501 to 15,500.......................... | .......................... 9,200 |
15,501 to 16,500.......................... | .......................... 9,600 |
16,501 to 17,500.......................... | .......................... 10,000 |
Example. A mobile home is 70 x 10 feet and has two portable appliance circuits, a 1000 watts 230 volt heater, a 200 watt 115 volt exhaust fan, a 400 watt 115 volt dishwasher and a 7000 watt electric range.
Lighting and small appliance load: | Watts | ||
Lighting 70 x 10 x 3.......................... | .......................... 2,100 | ||
Small appliance 1,500 x 2.......................... | ..........................3,000 | ||
Total.......................... | ..........................5,100 | ||
.......................... | |||
1st 3,000 W at 100 pct.......................... | ..........................3,000 | ||
Remainder (5,100 - 3,000 = 2,100) at 35 pct.......................... | .......................... 735 | ||
Total.......................... | .......................... 3,735 |
3.735/230 = 16 A per leg
1,000 W (heater) 230 = 4.4 A.
200 W (fan) 115 = 1.7 A.
400 W (dishwasher) 115 = 3.5 A.
7,000 W (range) x 0.8 230 = 24.0 A.
-Amperes per leg | ||||
A | B | |||
Lighting and Appliances.......................... | .......................... 16 | 16 | ||
Heater (230V..........................) | .......................... 4 | 4 | ||
Fan (115V).......................... | .......................... 2 | - | ||
Dishwasher (115V).......................... | .......................... - | 4 | ||
Range.......................... | .......................... 24 | 24 | ||
Totals.......................... | .......................... 46 | 48 |
NOTE: Based on the higher current calculated for either leg, use on 50-A supply cord.
OPTIONAL CALCULATION FOR MOBILE HOMES WITH 100-AMPERE OR LARGER SERVICE
Load (in kilowatt or kilovoltampere) | Demand factor (percent) | |
Air conditioning and cooling including heat pump compressors. ......................... | .......................... 100 | |
Central electric space heating.......................... | .......................... 65 | |
Less than 4 separately controlled electric space heating units.......................... | .......................... 65 | |
1st 10 kW of all other load.......................... | .......................... 100 | |
Remainder of other load .......................... | .......................... 40 |
This Connection Is for Air Conditioning Equipment Rated at Not More Than ____ Amperes, at ____ Volts, 60 Hertz. A disconnect shall be located within sight of the appliance.
The correct voltage and ampere ratings shall be given. The tag shall be not less than 0.020 inch, etched brass, stainless steel, anodized or alclad aluminum or equivalent. The tag shall be not less than 3 inches by 1-3/4 inches minimum size.
During painting or staining of the mobile home, it shall be permitted to paint metal raceways (except where grounding continuity would be reduced) or the sheath of the nonmetallic cable. Some arrangement, however, shall be made so that no paint shall be applied to the individual wires, as the color coding may be obliterated by the paint.
The examination or inspection of equipment for safety, according to this standard, shall be conducted under uniform conditions and by organizations properly equipped and qualified for experimental testing, inspections of the run of goods at factories, and service-value determinations through field examinations.
Subpart J of this Standard covers the general requirement for designing the structure of the mobile home to fully withstand the adverse effects of transportation shock and vibration without degradation of the integrated structure or of its component parts and the specific requirements pertaining to the transportation system and its relationship to the structure.
(Note: While the majority of mobile homes utilize a fabricated steel frame assembly, upon which the mobile home structure is constructed, it is not the intent of this standard to limit innovation. Therefore, other concepts, such as integrating the frame function into the mobile home structure, are acceptable provided that such design meets the intent and requirements of this part).
Cal. Code Regs. Tit. 25, div. 1, ch. 3, subch. 2, art. 2, subart. 3, pt. 280
2. Editorial correction of quoted section 280.306, subsection (a) (Register 96, No. 37).[FN1]
The temperature to be specified shall be 20° F or 30% of the design temperature difference, whichever is greater, added to the temperature specified as the heating system capacity certification temperature without storm windows or insulating glass for Zone I and with storm windows or insulating glass for Zones II and III. Design temperature difference is 70 minus the heating system capacity certification temperature in degrees Fahrenheit.