STONE MASONRY– 1922– reprint–Field stone-rubble-ashlar-arches-Quoins-great pics!

Description

Stone Masonry
, by the staff of International Correspondence Schools, published by International Textbook Co., Scranton, PA, 1922, ICS # 1059, Edition 1. 5½ x 8½ softcover, 68 pages. Reprinted in 2004 by Nation Builder Books, Leesburg, VA.
Please note this is a new, photoduplicated reproduction, not an original. The accompanying pictures were scanned from a reprint, not the original.
Complete Contents:
Terms Used in Stone Masonry
Parts of a Stone
Parts of a Wall
Joints
Pointing
Classes of Masonry
Rubble Masonry
Field-Stone Walls
Walls With Brick Quoins
Course Rubble
Ashlar
Classification of Ashlar
Coursed Ashlar
Block-in-Course Ashlar
Random-Coursed Ashlar
Broken Ashlar
Dressing Ashlar
Laying Out Ashlar
Backing
Fastening Thin Ashlar
Trimmings
Washes and Drips
Lintels
I-Beam Supports
Built-Up Lintels
Lug Sills
Slip Sills
Coping Stones
Gable Copings
Columns
Pilasters
Establatures
Stone Steps
Forms of Steps
Supporting Stone Steps
String-Courses or Belt-Courses
Stone Arches
Parts of an Arch
Stability of Arches
Kinds of Arches
Flat Arches
Segmental Arches
Semicircular Arches
Moorish Arches
Pointed Arches
Semielliptic Arches
Three-Centered Arches
Stilted Arches
Construction of Arches
Backing
Bonding
Moldings
Centers
Special Stones
Bond Stones
Templets, or Bearing Stones
Handling and Setting Stone
Shipping and Holding Cut Stone
Packing
Delivery at the Building
Trimming
Raising Stones
Setting Stones
General Rules for Stone Setting
Protection Against Staining
Mortar for Ashlar
Wedges
Use of Pinch Bars
Leveling, Plumbing, Etc.
Anchoring, Clamping, and Doweling, Anchors
Clamps
Dowels
Bracing
Protection From Damage
Pointing
Cleaning
Strength, Measurement, and Inspection of Stonework
Strength of Stone Masonry
Strength of Stone Columns
Measurement of Stonework
Dimension Stone and Rubble
Measuring Methods
Inspection
Stone Defects
Patching
Faults in Dressing Stone
Laying Stonework
Please note this is a new photoduplicated reproduction, not an original.