Complete Compiled Specification.pdf - Peck Ormsby Construction

H. Prime coat exterior and interior steel railings, including pipe, fittings, brackets, fasteners, and
other ferrous components.
2.05 MISCELLANEOUS METAL FABRICATIONS
A. Rough Hardware:
1. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels,
and other miscellaneous steel and iron shapes as required for framing and
supporting woodwork, and for anchoring or securing woodwork to concrete or other
structures. Straight bolts and other stock rough hardware items are specified in
other sections.
2. Furnish malleable iron washers for heads and nuts which bear on wood structural
connections; elsewhere, furnish steel washers.
B. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items
bearing on masonry or concrete construction and of required thickness and bearing area.
Drill plates to receive anchor bolts as required.
C. Loose Steel Lintels: Provide loose structural steel lintels for openings and recesses in
masonry walls and partitions as shown. Weld adjoining members together to form a single
unit where indicated. Provide not less than 8" bearing at each side of openings, unless
otherwise shown.
D. Miscellaneous Steel Trim: Provide shapes and sizes indicated for profiles shown. Unless
otherwise indicated, fabricate units from structural steel shapes, plates, and steel bars, with
continuously welded joints and smooth exposed edges. Use concealed field splices wherever
possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly
and installation with other work.
2.06 MISCELLANEOUS FRAMING AND SUPPORTS
A. Provide miscellaneous steel framing and supports which are not a part of structural steel
framework, as required to complete work.
B. Equip units with integrally welded anchors for casting into concrete or building into masonry.
Furnish inserts if units must be installed after concrete is placed. Except as otherwise shown,
space anchors 24" o.c. and provide minimum anchor units of 1-1/4" x 1/4" x 8" steel straps.
PART 3 - EXECUTION
3.01 ERECTION
A. Coordinate installation schedule with the schedules of other trades to ensure orderly and
timely progress of the work.
B. Field Measurements: Take field measurements prior to preparation of shop drawings and
fabrication, where possible. Do not delay job progress; allow for trimming and fitting where
taking field measurements before fabrication might delay work.
C. Erect and install all miscellaneous metal in accordance with the Drawings, shop drawings,
and the referenced standards, aligning straight, plumb, and level.
D. After the erection and installation is complete, touch up all shop priming coats damaged
during transportation and erection, using the priming paint specified for shop priming.
SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009
METAL FABRICATIONS 05500 - 5