2022-06-24_PERMIT FILE - C1980007 ‎(2)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 6/24/2022
• Section_Exhibit Name: EXHIBIT 68 Major Building & Structures As-Built Summary
• Media Type: D
• Archive: No

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G. Furnish all handrails complete with brackets and sleeves as required. Wher-
ever pickets or posts are indicated to be set in sleeves, provide sleeves
having a minimum wall thickness of 1/8 inch. Set pickets or posts in sleeves
with Por-Rok or non-shrink grout. Where setting is required for exterior;,
hold Por-Rok or grout back 1/4 inch from surface, fill flush with
polyurethane sealant.
H. Provide each fabricated item complete with attachment devices as shown ot•
as required to completely install.
3.05 -Schedule
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Custom fabricated metal items and certain manufactured units, not otherwise:
indicated to be supplied under work of other sections within this specification. A,
general reference guide is included for Contractor's convenience below: It is not:
intended to be a complete listing of all miscellaneous metal items. It is the:
Contractor's responsibility to verify all field conditions prior to fabrication,.
Contractor verify completeness. Supply items as required to complete construction
and installation.
A. Anchorage Accessories
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Generally, this includes anchorage items required to secure wood to wood.,
wood to steel, wood to masonry, or steel to masonry, steel to steel and steel
to other metals or miscellaneous flashing as shown on drawings, herein
specified or otherwise required.
B. Steel Pipe Railitgs
Fabricate pipe railings to dimensions and details shown, with smooth bends
and welded joints ground and dressed smooth and flush. Where details are:
not shown, use 1-1/2 inch o.d. standard weight steel pipe with top of top rats.
42" above floor, or 34" above stair treads measured vertically at the stair
riser line. Exterior railings shall be galvanized. Adjust railings prior to
anchoring to ensure matching alignment at butting joints. Space posts not:
more than 5' on centers, unless otherwise shown.
(1) Anchor posts in concrete by means of pipe sleeves set and anchored
into concrete. Provide sleeves of galvanized, standard weight steel.
pipe, not less than 8" long, and having inside diameter not less than
1/2" greater than outside diameter of inserted pipe post. Provide:
steel plate closure secured to bottom of sleeve and of width and
length not less than 1" greater than outside diameter of sleeve. After
posts have been inserted into sleeves, fill annular space between post:
and sleeve solid with molten lead or sulphur or quick-setting hydraulic:
cement. Cover anchorage joint with round steel flange welded to
post.
(2) Anchor posts to steel with steel oval flanges, angle type or floor type:
as required by conditions, welded to posts and bolted to steel.
supporting members. •
05100-5