B
HomeLibrariesCopilotSearchProjectsBookmarks
FeedbackHelp Desk
Libraries
Building Codes
Code LibraryIBC — BuildingIRC — ResidentialIFC — FireIPC — PlumbingIMC — MechanicalIFGC — Fuel GasIECC — EnergyNEC — ElectricalModel Codes
Specifications
CSI SpecificationsDOT SpecsTransit SpecsUSACE
Standards
TransportationRailroadFire SafetyAccessibilityStructural
Tools & References
DiagramsAssembliesProductsCalculatorsChecklistsPermits
PricingLog in
Earthwork

01069Metal Handrail and Pedestrian Fence

OR · 2024 Standard SpecificationsBook pages 10711072View official source ↗

01069.43 1005 Section 01069 - Metal Handrail and Pedestrian Fence

Description

01069.00Scope - This Work consists of furnishing and installing metal handrails and pedestrian rail

units as shown or directed.

Materials

01069.10Materials - Furnish Materials meeting the following requirements:

Construction

01069.40Metal Handrail and Pedestrian Fence:

(a)Handrail - Fabricate and install imbedded and bolted down metal handrail as shown.
(b)Pedestrian Fence - Fabricate and install pedestrian fence units as shown.

01069.41Welding - Welding, welder qualifications, prequalification of weld details and inspection of

welds shall conform to AWS D1.1 or AWS D1.2. Submit all welding procedure specifications 7 Days prior to fabrication to the Engineer for approval.

01069.42Concrete Footings - Dimensions of footings shall not be less than shown and shall fill the

excavated areas. Place the concrete with contact against firm Soil at the sides and bottom and tamp around the posts and brace ends after the posts and braces have been brought to and firmly held in proper position. Strike off, slope or crown and smooth the surface of th e concrete at the ground level to shed water. Allow to cure for at least 5 Calendar Days before subjecting the posts to strain.

Excavate for concrete footings to reasonably Neat Lines, but not less than the specified dimensions in Soil, or not less than 18 inches deep in Rock. Prevent disturbance of original ground at the sides and bottom of the excavation. Dispose of Materials removed under these provisions, including excess excavation, in a satisfactory manner.

01069.43Bolt Holes:

(a)Punched H oles - Use a die with a diameter not exceeding the diameter of the punch by more

than 1/16 inch. Ream holes that are required to be enlarged to admit the anchor bolts. Make clean cut holes without torn or ragged edges.

(b)Accuracy of Punched Holes - After punching the holes in the plate, stack the plates with the

edges even and insert a cylindrical pin, 1/8 inch smaller in diameter than the nominal size of the punched hole, through the punched holes perpendicular to the face of the plate. No drifting of the rod while passing through each of the punched holes in the stack is allowed. Ensure that the edges of the stack stay in alignment. Non-conforming pieces will be rejected.

01069.80 1006 Measurement

01069.80Measurement - The quantities of Work performed under this Section will be measured

according to the following:

Length Basis - Metal handrail will be measured on the length basis, by measuring along the top rail member, from center of end post to center of end post.

Unit Basis - Pedestrian fence will be m easured on the unit basis. Pedestrian fence will be counted for each 62 inch long unit.

Payment

01069.90Payment - The accepted quantities of Work performed under this Section will be paid for

at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

(a)Metal Handrail, _____ Rails .................................................................. Foot
(b)Pedestrian Fence .................................................................................. Each

In item (a), the number of rails will be inserted in the blank.

Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified.

Source: Oregon Standard Specifications for Construction, 2024 Edition. Pages 10711072 of 1,268.