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SECTION 07115 ASPHALT MASTIC DAMPPROOFING ... - mavcon

SECTION 07115 ASPHALT MASTIC DAMPPROOFING ... - mavcon

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15. Welds shall be of adequate strength and durability, with jointing tight, flush, smooth and<br />

clean.<br />

G. Fabrication Tolerances: Fabricate components plumb, level, accurately aligned, and located in<br />

reference to column lines and floor levels. Adjust Work to conform to tolerances indicated below.<br />

Tolerances indicated below are maximums and are not cumulative.<br />

1. Panel Squareness Variation: Not more than 0.25 in, measured diagonally across opposite<br />

comers.<br />

2. Panel Bow Variation: Not more than 0.8 percent of panel dimension in width and length.<br />

3. Panel Flatness Variation: Not more than 1/8 in in 60 in in any direction for assembled units,<br />

non-accumulative.<br />

2.6 FLASHING AND TRIM FABRICATION<br />

A. Field Measurements: Where flashing and trim is to fit, cope, or be taildred to other construction,<br />

check actual dimensions of other construction by accurate field measurements before fabrication of<br />

metal flashing.<br />

B. Fabrication Provisions: Fabricate continuous profiles in longest sections possible. Provide splice<br />

plates at joints of formed, smooth metal flashing.<br />

1. Shop form flashing on a bending brake.<br />

2. Shape, trim and hand seam on bench as far as practical with proper tools.<br />

3. Form exposed metal Work without excessive oil canning, buckling^ and tool marks and that is<br />

true to line and levels indicated.<br />

4. Make angle bends and folds for interlocking metal with full regard for expansion and<br />

contraction to avoid buckling or fullness in metal after installation.<br />

5. Form materials to shape indicated with straight lines, sharp angles and smooth curves.<br />

6. Fold and hem exposed edges of flashings.<br />

C. Flashing Joinery: Fabricate interior and exterior corners, intersections, and complex flashing<br />

conditions in shop, rather than in field, with properly folded, constructed and continuous soldered<br />

joints.<br />

2.7 FINISHES<br />

A. General Metal Finish Quality Standard: NAAMM's "Metal Finishes Manual" for recommendations<br />

relative to application and designations of finishes. \<br />

B. Protection of Finish: Protect exposed surfaces from damage by applying a strippable, temporary<br />

protective covering prior to shipment.<br />

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable<br />

if they are within one half of range of approved submittal samples. Noticeable variations in same<br />

piece are not acceptable. Variations in appearance of other components! are acceptable if they are<br />

within range of approved submittal samples and they are assembled or installed to minimize contrast<br />

as determined by Architect.<br />

D. Coil Coated Fluorocarbon Aluminum Finish:<br />

Central Fire Station, Temple, TX<br />

WHJ Architect Project No. 0818 Composite Metal Panels<br />

August 17,2009<br />

07424 - 8

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