Pennsylvania Code
Title 34 - LABOR AND INDUSTRY
Part I - Department of Labor and Industry
Chapter 7 - ELEVATORS, LIFTS, ESCALATORS, DUMBWAITERS, HOISTS ANDTRAMWAYS
Subchapter B - PASSENGER ELEVATORS
GENERAL PROVISIONS
Section 7.51 - Shaftway construction
Current through Register Vol. 54, No. 38, September 21, 2024
(a) General. New and existing shaftways of passenger elevators shall conform to the following:
(b) Overhead loads. Overhead loads shall conform to section 105 of the ANSI A17.1-1971 Code, Rules 105.1 through 105.5 inclusive and all subsequent amendments thereto. Overhead loads supported by bearing walls shall conform to the following:
Material | Ultimate Tensile Strength(in pounds per square inch) |
Medium steel | 60,000 |
Cast iron | 16,000 |
Ash | 9,000 |
Yellow pine | 9,000 |
Safe Bearing Loads Brick Work
Type of Motor | Pounds per Square Inch |
Lime | 100 |
Portland cement | 200 |
Rosendale cement | 150 |
Masonry | |
Material | Pounds per Square Inch |
Granite, capstone | 700 |
Stonework, squared | 350 |
Sandstone, capstone | 350 |
Stonework, squared | 175 |
Rubble stonework in lime mortar | 80 |
Rubble stonework in cement mortar | 150 |
Limestone, capstone | 500 |
Squared stonework | 250 |
Rubble, in lime mortar | 80 |
Rubble, in cement mortar | 150 |
Concrete (one Portland, two sand, five broken stone) | 150 |
Foundation Soils | |
Material | Tons per Square Foot |
Hard rock in native bed | 100 |
Rock equal to ashlar masonry | 25-40 |
Rock equal to best brick | 15-120 |
Clay beds, dry and thick | 4-6 |
Clay beds, moderately dry and thick | 2-4 |
Clay beds, soft | 1-2 |
Gravel and coarse sand, well cemented | 8-10 |
Sand, well cemented and compact | 4-6 |
Sand, clean and dry | 2-4 |
Quicksand, alluvial soils, etc. | 0.5-1 |
(c) Contiguous shaftways. If passenger elevator shaftways are contiguous and are required to be of fire-resistive construction, it is not necessary to erect walls between such shaftways.
(d) Windows. As regards new installations, windows in the outside walls of buildings opening into passenger elevator shaftways shall be constructed of fire-resistive materials. In all cases, windows shall be set in fixed sash. Elevator shaftway windows located within the first seven stories above a street or within four stories of the roof of an adjacent building shall be fitted with approved metal bars or rods at least 5/8 inch in diameter not more than 10 inches apart except when inside window protection is provided in accordance with subsection (e). When, in the judgment of the Department, outside window guards are necessary on existing installations, they shall be provided.
(e) Other recesses. Recesses other than for windows or recesses other than necessary for installation of elevator equipment shall not be permitted. Beams, floor slabs or other building construction shall not project more than 4 inches inside the general line of the hoistway unless the top surface of the projection is beveled at an angle of not less than 75° with the horizontal. When setbacks occur in the enclosure wall, the top of the setback shall be beveled at an angle of not less than 75° with the horizontal. Separator beams between adjacent elevators are not required to have bevels. The following shall also apply:
(f) Shaftways shorter than buildings. Passenger elevator shaftways which are required to be of fire-resistive construction and which do not extend to the entire height of the building shall be protected with a fire-resistive, unpierced covering.
(g) Skylights and ventilators. Skylights and ventilators are permitted in passenger elevator shaftways if the walls of the shaftway are continued to a point not less than 3 feet above the level of the roof. Skylights and glass ventilators shall be of wire glass not less than 1/4 inch in thickness.
(h) Penthouses. In new installations, where penthouses are provided over fire-resistive passenger elevator shaftways, such penthouses shall be constructed of approved fire-resistive materials with a permanent means of entrance provided from the roof level. Penthouse doors shall be locked at all times, except when repairs are being made or when the machinery is being inspected or serviced. Penthouses shall not have less than a clear inside height of 6 feet and shall permit free access to all parts of machinery and apparatus therein. In existing structures, fire-resistive penthouses are not required unless conditions necessitate such construction. Access to all penthouses, overhead machinery and machine rooms shall be provided by means other than through the shaftway.
(i) Depth of shaftways. Shaftways and counterweight runways of elevators serving the street levels shall extend to the pit floor of the lowest cellar or basement, and the bottom of the shaftway shall be covered with concrete or other approved fire-resistive material to a thickness of at least 4 inches. When the space below the shaftway is used for a passageway, is occupied by persons, or, if unoccupied, is not secured against unauthorized access, the cars and counterweights shall be provided with governor-operated safeties, except that safeties operated as a result of the breaking of the suspension means may be used for dumbwaiters. Also, car and counterweight-buffer supports shall be of sufficient strength to withstand without failure the impact resulting from buffer engagement at governor-tripping speed or at 125% of rated speed when no governor is provided.
(j) Shaftways used as thoroughfares. No elevator shaftway shall be used as a thoroughfare when the elevator is above or below the landing or when the elevator is at the landing, except upon special permission of the Department. Existing shaftways used as thoroughfares may be required to be removed or reerected in new locations or their use as thoroughfares abandoned.
This section cited in 34 Pa. Code § 7.55 (relating to machinery); 34 Pa. Code § 7.71 (relating to conflicts); 34 Pa. Code § 7.141 (relating to hoistway enclosure); and 34 Pa. Code § 7.181 (relating to hoistway enclosure).