Type n vs s mortar

    • [DOCX File]042200 Concrete Unit Masonry (DSA-OSHPD)

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      Embed metal ties in mortar joints as work progresses, with minimum mortar cover of 15 mm (5/8 inch) on exterior face of walls and 13 mm (1/2 inch) at other locations. Embed prefabricated horizontal joint reinforcement as work progresses, with minimum cover of 15 mm (5/8 inch) on exterior face of walls and 13 mm (1/2 inch) at other locations.

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    • [DOC File]SEALANT CLASSIFICATIONS - Coastal

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      Most of California is in Seismic Design Category D, for which “participating elements”, or structural elements, must utilize either Type S or Type M mortar ONLY. Therefore, to eliminate multiple mortar types on the project, the pragmatic default mortar for our region is Type S, unless Type M is specified by structural design.

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    • [DOC File]SAMPLE SPECIFICATION:

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      Cores shall be drilled with standard ballbearing, swivel type, N-size, double or triple tube split inner core barrels or equivalent size wire-line coring equipment. Equipment for drilling grout and check holes shall be rotary, percussion, or rotary-percussion type as …

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    • Which Mortar Should I Use | How To Choose: Type S, O, N, or M

      Type S - Single component. Type M- Multi-component. Application Characteristic. Grade P- Flowable & Self-leveling for horizontal expansion joints. Grade NS- Non-Sag or gun grade for use on vertical expansion joints. Classification. Class 25- passes 25% movement per ATSM C719. Class 12 1/2- passes 12 1/2% movement per ASTM C719. Use. Use T ...

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    • Technical Manual, 20th Edition: Methods and Appendices

      use paint type eal-2 below on exterior doors, windows, frames, trim, soffits and other substrates where winter indoor to outdoor moisture migrations do not pose a problem and concealed air spaces have been vented. use paint type eal-3 for a harder, more durable finish where frequent washing may be required.

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    • [DOCX File]SECTION 04 20 00 - UNIT MASONRY

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      Lay masonry in full bed of mortar, properly jointed with other work. Buttering corners of joints, and deep or excessive furrowing of mortar joints are not permitted. Fully bond intersections, and external and internal corners. Do not shift or tap masonry units after mortar has taken initial set.

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    • SECTION 042200 - CONCRETE UNIT MASONRY

      A mortar and pestle may be used, or seeds can be used whole. 2. ... Select control red cells that are positive for the antigen corresponding to the antisera that will be used to type the patient’s cells. If a commercial kit is used, manufacturer’s instructions should …

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    • Construction Specification 14—Pressure Grouting

      SPEC MIX Masonry Mortar Type [S or M] preblended factory mix: ASTM C270 and ASTM C1714/C1714M. (or, if a separate Section is included for mortar, append the foregoing with ", in accordance with Section 04 05 13 Masonry Mortaring", and delete the following color specification) Natural gray is often used, including use with colored cmu.

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    • [DOCX File]042200 Concrete Unit Masonry - Angelus Block

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      A. Re-pointing mortar shall be a pre mixed, pre colored cement lime based mixture formulated. to comply with the requirements of ASTM C 270 Type N mortar. 1. Products: The following shall be assumed to meet the quality and performance requirements specified: a. "SPEC JOINT 46", by Edison Coatings, Inc., Plainville, CT, (860) 747 2220, or ...

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    • [DOC File]SECTION 09900 - Government of New York

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      The date that the Department receives the certification will initiate the 20-day approval period under N.J.S.A. 2A:30A-1, et seq. The Department will not accept the certification before being requested by the RE. The Department will not make payment for an Estimate having a value less than $5000, unless it is for the Final Certificate.

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