1933 (#967-988) - Laserfiche WebLink

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316 ORDINM~CE ~.0,. 973 AN ORDINANCE OF THE CITY OF SANTA ANA ADDING SECTIONS 221, 222 and 223 to ORDINANCE NO. 805, ENTITLED: "AN ORDINANCE OF THE CITY OF SANTA ANA R~,~LATING TO THE ERECTION, CONSTRUCTION~ ALTERATION, REPAIR, RE~IOVAL, DE~.~IOLITION, CONVERSION AND MAINT~RNANCE OF BUILDINGS IN THE CITY OF SANTA ANA, AND PROVIDING FOR THE IooU.~NCE OF P~,R~ITS, COLLECTION O~ FEES, AND PROVIDING FOR PENALTIES FOR THE VIOLATION HEREOF~" The City Council of the City of Santa Ana ordains as fol~ows: That the following sections shall be added to Ordinance No. 805, said Ordinance being entitled: "AN ORDINANCE OF THE CITY OF SANTA ANA, RELATING TO THE ERECTION, CONSTRUCTION, ALT]~RATION, REPAIR, REMOVAL, DEMOLITION, CONVERSION AND MAINTEN'~CE OF BUILDINGS IN THE CITY OF SANTA ANA, AND PROVIDING FOR TH~', ISSUANCE OF PERMITS, COLLECTION OF FEES, AND PROVIDING FOR PENALTIES FOR THE VIOLATION HEREOF"; SECTION 221: REINFORCED CONCRETE BOND STONES AND ANCHO~o. m.,sonry walls shall have continuous reinforced concrete bond stones All brick constructed on such walls at the following elevations: At the junction of all wooden floor structures; all wooden ceiling or roof structures; and the required anchors shall be imbedded into such bond stones. The said bond stones shall be at least ten inches (lC") in depth, and not less than eight inches (8") in width, and sha$1 be reinforced with not less than four reinforcing rods as follows: For 13" walls 3~8" square For 17" walls ~ 1/2" square For walls ~1" thick and over - 5~8" square. On all walls having masonry above the bond stones there shall be imbedded into the top of all such reinforced concrete bond stones, stee$ or iron dowels, and spaced not more ~than 24" on center. The dowels shall not be less than 5.8" square, and shall project not less than eight inches (8") above such bond stones, and to be imbedded not less than eight inches (8"). The bond stones shall form a continuous structural tie around all masonry walls, and such bond stones may be allowed to step up over the brick cours~ in order to meet the slope of the roofs. The required iron anchors shall be bent into and hooked over the reinforcing rods within the bond stones. Ail joists shall be anchored to these bond stones at intervals of by means of three quarter inch rods. These rods shall be secured to the bond stones by having 10" of their length bent into the form of a hook or T head and imbedded into the concrete and shall hook over the outer rod. Anchors occuring upon the ends of joists shall extend 24" on to the joists, and those occuring upon the sides of joists shall extend 72" crosswise under the joists. Joists ~ich are parallel with the wall shall have two inch (2") headers placed between the joists and of the same depth. The rods shall be secured to the joists or headers by means of a three inch hook bent on the end of the rod, and driven in a tight fitting hole through the joist. SECTION 222: MASONRY ~ORT~t: Ail mortar used in the construction of any masonry wall of any building shall be either cement mortar or lime mortar tempered with cement.