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Select paragraph above or paragraph and subparagraphs below.  Usually retain above unless tolerances for Project deviate from PCI recommendations.  PCI MNL 117 erection tolerances are listed below.  If more exacting tolerances are required for Project, coordinate with fabrication tolerances for precast concrete as well as erection tolerances for supporting construction.

B.

Erect architectural precast concrete units level, plumb, square, and true, without exceeding the following noncumulative erection tolerances.

1.

Plan Location from Building Grid Datum:  Plus or Minus 1/2 inch (13 mm).

2.

Plan Location from Centerline of Steel:  Plus or Minus 1/2 inch (13 mm).

3.

Top Elevation from Nominal Top Elevation:  As follows:

a.

Exposed Individual Panel:  Plus or Minus 1/4 inch (6 mm).

b.

Nonexposed Individual Panel:  Plus or Minus 1/2 inch (13 mm).

c.

Exposed Panel Relative to Adjacent Panel: 1/4 inch (6 mm).

d.

Nonexposed Panel Relative to Adjacent Panel: 1/2 inch (13 mm).

4.Support Elevation from Nominal Support Elevation:  As follows:

a.Maximum Low:  1/2 inch (13 mm).

5.

Maximum High:  1/4 inch (6 mm).

5.Maximum Plumb Variation over the Lesser of Height of Structure or 100 Feet (30 m): 1 inch (25 mm).

6.Plumb in Any 10 Feet (3 m) of Element Height:  1/4 inch (6 mm).

7.Maximum Jog in Alignment of Matching Edges:  1/4 inch (6 mm).

8.Joint width (Governs over Joint Taper):  Plus or Minus 1/4 inch (6mm).

9.Maximum Joint Taper:  3/8 inch (10 mm).

10.Joint Taper in 10 Feet (3 m):  1/4 inch (6 mm).

11.Maximum Jog in Alignment of Matching Faces:  1/4 inch (6 mm).

12.Differential Bowing or Camber, as Erected, between Adjacent Members of Same Design: 1/4 inch (6 mm).

13.Opening Height between Spandrels:  Plus or Minus 1/4 inch (± 6 mm).

3.5

 FIELD QUALITY CONTROL

Retain this Article if field testing and inspecting are required.  Revise paragraph below if Contractor engages agency.

A.

Testing:  Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections.

B.

Field welds will be subject to visual inspections and non-destructive testing in accordance with ASTM E165 or ASTM E709.

C.

Testing agency will report test results promptly and in writing to Contractor and Architect.

D.

Repair or remove and replace work that does not comply with specified requirements.

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