NYC 9/11 Public Portal Document
130 Cedar Street July 15, 2004
Selective Demolition and Façade Restoration Koenen Associates
A. Joint Raking
1. Rake out mortar from joints to depths equal to 2-1/2 times their widths but not
less than 1/2" nor less than that required to expose sound, unweathered mortar.
2. Remove mortar from masonry surfaces within raked-out joints to provide reveals
with square backs and to expose masonry for contact with pointing mortar. Brush,
vacuum or flush joints to remove dirt and loose debris.
3. Do not spall edges of masonry units or widen joints. Replace any masonry units
which become damaged.
a. Cut and old mortar by hand with chisel and mallet.
b. Power operated rotary hand saws and grinders will be permitted but only
on specific written approval of Architect based on submission by
Contractor of a satisfactory quality control program and demonstrated
ability of operators to use tools without damage to masonry. Quality
control program shall include provisions for supervising performance and
preventing damage due to worker fatigue.
B. Joint Pointing
1. Rinse masonry joint surfaces with water to remove any dust and mortar particles.
Time application of rinsing so that, at time of pointing, excess water has
evaporated or run off, and joint surfaces are damp but free of standing water.
2. Apply first layer of pointing mortar to areas where existing mortar was removed to
• depths greater than surrounding areas. Apply in layers not greater than 3/8" until
a uniform is formed. Compact each layer thoroughly and allow to become
thumbprint-hard before applying next layer.
3. After joints have been filled to a uniform depth, place remaining pointing mortar in
three (3) layers with each of first and second layers filing approximately 2/5 of
joint depth and third layer the remaining 1/5. Fully compact each layer and allow
to become thumbprint hard before applying next layer. Where existing bricks
have rounded edges recess final layer slightly from face. Take care not to spread
mortar over edges onto exposed masonry surfaces, or to featheredge mortar.
4. When mortar is thumbprint hard, tool joints to match original appearance of joints,
unless otherwise indicated. Remove excess mortar from edge of joint by
brushing.
5. Cure mortar by maintaining in a damp condition for not less than seventy-two (72)
hours.
6. Where repointing work precedes cleaning of existing masonry allow mortar to
harden not less than thirty (30) days before beginning cleaning work.
END OF SECTION
•
Unit Masonry 04200-10
NYC-WTC 000125167
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