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3619 COLBY AVE 2019-01-28
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3619 COLBY AVE 2019-01-28
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1/28/2019 9:31:08 AM
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1/28/2019 9:30:57 AM
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Address Document
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COLBY AVE
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3619
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• 1/31/2015 <br /> However, where an extension-creates difficulty for entry to the ramp, no extension might be justified. <br /> Often the railings terminate at the ramp termination. <br /> • Enclosed sides (Guards) are required for sections of the ramp over 30" above the ground or other <br /> lower surface. The sides must be enclosed with openings less than 4". <br /> o If ramp is over 30" high, use two horizontal 5/4x6" deck boards or vertical balusters(must be <br /> enclosed with openings less than 4"). <br /> o Some building inspectors object to a "ladder"type of enclosed side that consists of horizontal <br /> boards. <br /> o Four balusters can be ripped from a 2x6 for less cost than the ready-made balusters if <br /> acceptable to the client. <br /> • Toe Board —use 2x4 mounted 3 '/2" above decking <br /> • Use 5'x8' landing for 180 degree turnaround (see Figure 1, 180° Landing Detail drawing) <br /> o When the handrail is attached to a post that extends above the handrail, a 2x4 spacer is <br /> placed between the post and the handrail to allow room for a finger hold. It is recommended <br /> that the 2x4 extend all the way to the ground as shown in Figure 1. <br /> • Use 5'x5' landing (inside offset)for 90 degree turn (see Figure 2, 90° Landing Detail drawing) <br /> • A 5' long level ramp section or landing is required after each continuous 30' of ramp length or 30" of <br /> ramp rise. <br /> • Vary joint locations of stringers, railing members and toe boards for improved stability <br /> • Hold downs are sometimes required by local codes for wind loading. If required, one approach is to <br /> use 12-15" earthen hold downs(not dog-screw types) and cable from the eyelet to each section of <br /> the ramp. If the ramp is constructed over concrete, Tapcon screws holding metal plates can be <br /> used, <br /> • An End Post Bracket is used to support the two end posts. This is fabricated from steel angle iron <br /> and plates as shown in the drawing in Figures 3 and 4, Handicap Ramp Termination drawings <br /> • A Ramp End Assembly is constructed from wood as shown in the drawings. This may either be <br /> fabricated in advance or on site. The structure is screwed together from the bottom and attached to <br /> the end posts with screws through the 2x4 toe board. A3/4"plywood base may be required under <br /> the End Post Bracket and Ramp End Assembly to stabilize it on the ground. (see Figures 3 and 4, <br /> Handicap Ramp Termination drawings and Appendix A.) It is very desirable to terminate the ramp at <br /> an even surface so the tapered edge of the last deck board is tight against the ground. When <br /> terminating on uneven concrete, consider fastening the end board down with a Tapcon screw into <br /> the concrete. <br /> • Building codes are followed (see Figure 5, Cedar Rapids building code handout) <br /> • Each installation requires site assessment and a specific design developed <br /> • A great deal of time may be saved at the construction site by developing an accurate bill of materials <br /> in advance. <br /> • It is also very helpful to create a "cut list"which includes each board and its length, and where the <br /> board will be used in the construction. <br /> Figures: <br /> 1. 180° Landing Detail Al-5. Stringer Cuts <br /> 2. 90° Landing Detail A6-12. Terminal decking construction <br /> 3. Ramp Bottom Termination Assembly Bl. Handrail Profile <br /> 4. Ramp Bottom Termination Detail Cl. Stair Design Example <br /> 5. Cedar Rapids Building Code Handout D1-5. Skirting <br /> 6-10. Photos of typical ramps E1-5. Jig photos <br /> Appendices: <br /> A. Ramp Termination Construction Guidelines <br /> B. Vertical Handrail Construction Guidelines <br /> C. Stair Design Guidelines <br /> D. Skirting Installation Guidelines <br /> E. Jigs used in construction <br />
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