The morning journal-courier., 1908-04-23


 ed herewith to be protected by not less than two Inches of fircproof material se- curelv applied except for columns sup porting walls on street fronts" Sec, IF and llg to be amended so that
 said sections as amended shall read as follows:
 TEMPLATES.
 Under the ends of steel toams and grders where they rest on the walls or | piers or masonry, either Iron, steel or stone templates shall be used of such dimensions as to bring no greater pres. sure upon the brick work than allowed by section loS of this ordinance. When iron or steel floor beams, not oX. cceding six inches in depth, are placed not more than 20 inches on ccnters no templates are required If stone tenn. p,atcs are used they shall either be of gut granite. East Haven stone or blue stone blocks al least eight inches thick In ease the opening Is less than F feet, stone blocks may be five Inches in thick ness or cast iron, steel or wrought iron plates of equal strength by the full size of the bearings may be used, provided in all cases. tho safe loads do not ox- cecd those fixed by section l02 Of this or dinance.
 Sec. i2O The eighth word from the end of this section to read angles Instead of ankles so that said section shaH read as follows;
 Sec l90. Framing and Connecting Struc- tura Work All Iron or steel trimmer | beams, headers and tall beam shall be suitably framed and connected together and the iron or steel Rrders columns. beams, trusses and all other iron work of all floors and roofs shall be strap ped, boltcd anchored and connected to- Rether and to the walls.
 All beams framed into and supported hkF oil ar p nectod thereto by angles or knees of proper size and thickness and have suf- icient bolts or rivets in both legs of each connecting angle to transmit the en- tire weight or load coming on the beam to the supporting beam or Girder In no case shall the shearing value of tho bolts or rlvets or the bearing value of the cons necton angles provided for in this or- dinanCe be exceeded,
 Sec 19g. The third word In the second line 10 read effected" Instead of ''af- facted" The word steel in the sixth lne from the end of this section to he modified by the word medium so that said section shall read as follows.
 Sec 122 Bolting of structural Steel and Wroueht=irnn Work. Where rlvctlng is not made mandatory connections may he effected by bolts These bolts shah be of wrought Iron or mild steel, and they shall have tl. $. standard threads The threads shall be full and clean, the nut shall be truly Concentrlc with tho bolt and tho thread be of sufficient length to allow the nut to he screwed up tightly When bolts go through hevcl ilangcs bevcl washers to match shall be used so that head and nut of bolt arc parallel When bolts arc used for suapenders, the working stresses shall ha reduced for wrought -ron to 10000 pounds and for medium steel to l4NO0 pounds per square Inch of net area, and the load shall he transmitted into the head or mt by strong washers distributing the pressure evenly over the entire surface of the same Turned bolts in reamed holes shall bc deemed a substitute for field rivcts
 Sec i23 Last sentence to read as fol- lows "The compression and tension stresses shall not exceed t6,00D pounds for medium iron and l2,O00 pounds for wrought iron per square inch of net area in any member SO that said section aa amended shall read as follows
 Sec l23 Steel and Wrought-ror rrusses Trusses shall be of such design that tho stresses in each member can be calcu' lated All trusses shall he held rig idly in position by efficient systems of lateral and sway bracng, struts shall be spaced SD that the maximum limit of length shall not be greater than lN times the least radius of cyratlon. Any member of truss subjected ia trans verse stress, in adltion to direct tension
 
 causing such strain added tO the direct stresses coming on the member.
 ''rhe compression and tension stresses l shall not exceed l6M0 pounds for me. dlum iron end g0O0 pounds for wrought iron per square inch of net area in any 1 member"
 Sec. 127. The first sentence to read as follows: "All structural metal work shall be cleaned of ali scale, dirt and rust and to be thoroughly coated with one coat of paint of kind approved by the l Inspector of Buildings so that said sec l ton as amended shall read as follows: l Sec. l27 Painting of structural metal work All structural metal work shall be cleaned of all scale, dirt and rust and be thoroughly coated with one coat of paint of kind approved by the Inspector 1 of Buildings.
 | Cast iron columns shall not be painted until after inspection by the Inspector of l Buildings, Where surfaces In riVeted work come In contract they shall be painted before assembling. After cree. ton all work shall be painted at least one additional coat All iron or steel used under waterS shall be inclosed with concrete to exclude the air and water to the satisfaction of the Inspector of l Buildings.
 Sec 1SS. The fifth word in the third line to read "16' inches Instead of '1S'' inches, SO that said section as amended shall read as follows:
 Sec 1SS. Walls to separate stage and auditorium. The stage shall be separated | from the auditorium by a brick wall not less than 16 inches thick or It's equva. lent, the entire width of the building and topped out at least four feet above the roof over the auditorium, There shah he no openings in this wall except the curtain opening, and not more than two others. to be located at the level or be- low the stage. These latter openings shall not exceed 2l superficial feet each with iron or tin covered wood and self. closing doors securely hung to rebates in the patchwork so as 10 be opened from either side at ali times. The wall over the curtain opening shall be carried hu irnn rirdnrs nr hr q hrIclt arch of