Laserfiche WebLink
• SAC IND. CONCRETE TIE DOWN ANCHORS <br /> _ FOR REFERENCE ONLY <br /> • <br /> ® CHASSIS <br /> I�~ �� / . S <br /> BOLT- PIER <br /> 40-P'� �,' BOLT-ON TOP �t�''' <br /> :7 7' STEEL STRAP . <br /> . WITH HOLE , : 7000 7' STEEL <br /> 4011.1P # <br /> LL .(?) .rr., ft.i <br /> �,; STRAP W/ BUCKLE <br /> '7000 #f 7001 #7002 #600 ti lsaoi <br /> ----111Pr <br /> r 1J �VV /��� <br /> 4'11 <br /> Z:• <br /> V t 4 .'W ® VW� `� 1b005 SPLIT <br /> '��i,� BOLT & NUT OR <br /> ji <br /> W.701011. <br /> o t SO.. TI'''''''''-' /5003 <br /> r4002 #6003 #6004� 4.1 <br /> . <br /> VI' <br /> CONCRETE TIE-DOWN *® <br /> INSTALLATION INSTRUCTIONS ALTERNATE <br /> CONNECTION <br /> NEW CONCRETE-#6004 <br /> 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE,AND ALLOW TO PROPERLY CURE. <br /> ' 2. ALTERNATE CONNECTION REQUIRES#5 REBAR PROPERLY EMBEDDED IN CONCRETE. <br /> EXSISTING CONCRETE-#6003 <br /> 1. CONCRETE MUST BE A MINIMUM 3Y2"THICK AND IN GOOD CONDITION. 4111 <br /> 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. <br /> 3. DRILL PROPER SIZE HOLE IN SLAB,A MINIMUM OF 12"FROM ANY SIDE. ` <br /> 4. EXPANSION BOLT IS %"x 3Y"WITH MINIMUM 2)/4"EMBEDMENT AND 6,180 <br /> POUNDS PULL OUT,7,160 POUNDS SHEAR. <br /> CHASSIS CONNECTION <br /> 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. <br /> 2. IF ANGLE OF SIDE STRAP IS GREATER THAN 60°, STRAP CONNECTION <br /> CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. <br /> 3. INSERT STRAP THROUGH SPUT BOLT, CUT OFF EXCESS STRAP AND TIGHTEN <br /> BOLT UNTIL STRAP IS SNUG. <br /> NOTE:SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. <br /> END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION <br /> OF THE MANUFACTURED HOME. <br /> NOTE:A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED. <br /> DRILL g{." HOLE AT MID HEIGHT <br /> .. ..7....1, <br /> OF SEAM AND INSTALL <br /> Y?"A307 BOLT <br /> (TYPICAL) <br /> I/ U I, A <br /> 10' i SIDE VIEW END VIEW <br /> EW / SIDE VIEW ' END TIE DOWN <br /> U CH BEAM CHASSIS "RFC"BEAM CHASSIS NOTE: END TIE DOWN CAN SE <br /> SEE GENERAL NOTE X3 BEE GENERAL NOTE E3 LOCATED MINN W OF ESTFEft <br /> SIDE OF CHASES BEAM AXIS. <br /> (--- CONTRACTORS CERTIFICATION <br /> I CERTIFY THAT I HAVE INSTALLED THE SAC IND., INC.ANCHORING SYSTEM AS PER THE INSTALLATION • <br /> INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM.OR THE BUILDING - <br /> STRUCTURE. <br /> COMPANY NAME: CONTRACTORS LIC.# <br /> 04/05/19 Boeing Flightline Stall 113 Page <br />