Waterbury Democrat., 1902-02-26

part eight parts of sand measured by volume
 shall be made of at least part of cement two parts of five parts o @ clean & gravel n proportion broken stone
 QUALITY SEC 1e All tmbe shall be of good quality and free from any imperfectons whereby their strength be impaired
 OTHER MATERIALS sEc 20 Structural materials mentioned in this Ordinance suitable which satisfactory the Commissioners of the Board of Building Inspection.
 STRUCTURAL MATERIALS sEG 2 wrought h ron G Wrought @ on shall have ] an uma @ pounds and steel have ultimate strength pounds pounds per square limit minimum e ef na h1 m ve a am a b n of from to @ 5SQoo DO pounds h per CT square inch of carbon and oo cent phosphorus and s on De oh @ fGss bs o @ goo oae producing clean tough Castings shall be free from defects less than 16ooo pounds per square inch.
 PART v EXCAVATIONS AND FOUNDATIONS.
 EXCAVATION SEC 22 All excavations buildings shall be properly daneous sna to e o mb 0 or m adjoining i'd property e Whenan excavation for building for other shall be land which said excavations made shall adjoining lot from injury caused by said excavation that the said walls or structures shall be and remain as safe as before excavations were begun - below the curb line the of lot adjoining that on which said solely responsible done by of such excavation
 BEARING CAPACITY sEc g Where test of the sustaining of the soil is soils shall safely the following Ordinary clay per square firm sand stiff gravel hard clay The Building Inspector order tests to be made direct the % of proposed @ M n an such G tests shall be made who shall thereafter designate the safe bearing capacity of the soil
 Foor1Nes FOUNDATIONS sEe A. All loads exertng pressure under the foongs of For all buildings three stories less in height and established by this Ordinance 0a0 ana s fu os'o load and cent of the live load esta designed as nearly as possible under the center of the load and the loads shall exceed the
 FOUNDATIONS SEC 29 All budngs except frame budngs without chmnes rock and on Where piles necessary to bearing for oun e and shb o m e m a under the
 FOUNDATION WALLS. sEo % Foundation walls shall be construed to include all walls and and pier of building below the grade walls shall not be less than Is inches thick and at least inches above of brick If Foundation walls are of brick they shall not be less than 12 thick below the grade level they be increased in thickness Fooings may If o stone t stones ball moi he t fee nv tra fot IT. s @ fb % W @ t @ ua @ M ta a s Shall m pot be greater thickness the 0 projection of ootng shall than twotird the thickness of footing
 Stepped brick may which the offsets shall be than 1 inches for each
  eriage wrought resting proper crete bed properly designed distribute with safety the supermposed loads and must be trey embedded in the concrete
 All walls brick buildings shall lime and cement grouted. All walls shall be thoroughly bonded with suitable extending well into the
 rubble for beds and beds shall be fairly level.
 PART VI, WALLS PIERS AND PARTITIONS.
  All walls buildings buildings shall constructed of other hard ncombue material.
 AND place of walls thickness specified ordinance walls be with proportoned to give equal strength.
 DEFINED. walls shall be posts beams girders trusses rest
  section shows than 30 openings said walls shall be increased thickness required Building 
 shall be and joints filled All walls shall a line and be plumb
 shall be built thickness the above.
 nonfreezing shall be well before being ad