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REACH- IN TYPICAL LAYOUT REAR CABLE IMPORTANT: REVISION HISTORY <br /> TIE DOWN FOR EASE OF ASSEMBLY: REv ECN DATE REVISION DESCRIPTION REV BY CHKD BY APPR BY <br /> LOCATED AT A ECN-COD-0010679 2020/02/11 RELEASE FOR PRODUCTION WEJB WEJB TAS <br /> HUSSMANN REACH IN FREEDOM 3 DOOR CASE MODEL: RFLMN3 SHOWN EVERY REAR THE USE OF FURNITURE <br /> OTHER REACH IN CASE MODELS (FREEDOM AND REMOTE( WILL FOLLOW VERTICAL � DOLLIES IS RECOMMENDED <br /> SIMILAR ASSEMBLY METHODS To ASSEMBLE THIS KIT. IMPORTANT CABLE SPEC NOTE <br /> CABLE SHALL BE- <br /> 2.31 <br /> IN. MIN. IIS" DIAMETER 7x 19 GALVANIZED WIRE ROPE <br /> WALL SPACING o 2.75 MIN <br /> EMBEDMENT <br /> o <br /> e. <br /> • � � � DETAIL A <br /> � <br /> 00' REAR CABLE TIE DOWN <br /> SCALE 1 :2.63 <br /> 00 <br /> lu <br /> Q o <br /> 0 <br /> 0 <br /> 0 <br /> 00' 2.75 MIN <br /> EMBEDMENT <br /> e <br /> 00 <br /> 3 <br /> DETAIL B <br /> FRONT ANCHOR BRACKET <br /> `0' SCALE 1 :2.63 <br /> s s o <br /> � 4.00 MIN � � � <br /> . . . . . . . . . . . <br /> B CONCRETE ° ° C <br /> ' THICKNESS m o <br /> SIDE VIEW <br /> NOTE: FLOOR ANCHORS SHALL BE: SCALE 1 .8 FRONT ANCHOR FRONT ANCHOR FRONT VIEW <br /> AI FRONT FRAME ANCHORS: ONE PER FRONT BRACKET, O BRACKET assn <br /> ONE BRACKET PER "L" FRAME BRACKET LOCATED AT EVERY „L" SCALE 1 :8 <br /> II '/z"-13 X 4" THREADED ROD - ASTM A193 GRADE B7 STEEL, AT EVERY "L" FRAME. 0 0 FRAME OFCA�� <br /> WITH YZ' GRADE 5 WASHER, AND NUT <br /> 21 MIN 2.75" EMBEDMENT INTO 4" MIN CONCRETE SLAB USING .25 <br /> HILT( HIT-RE500 V3 TWO PART EPDXY, FOLLOWING ALL THE2.75 MIN IMPORTANT SEISMIC NOTE: H U s s m a n <br /> rIf <br /> MANUFACTURER'S DIRECTIONS. � � EMBEDMENT UNLESS OTHERWISE SPECIFIED <br /> BI REAR CABLE ANCHORS: TWO ANCHORS PER TIE DOWN ASSEMBLY. � � i This seismic kit is adequate for DIMENSIONS ARE IN INCHES.L" FRAME INSTRUCTION- <br /> ONE iAB8El6 X4'MTHREADED ROD LY PER EVERY' ASTM A193 GRADE B7 STEEL SIteS Wltrl G Ground Motion <br /> 0 <br /> 2 PER TIE DOWN, USING HILT( HIT-RE500 V3 TWO PART EPDXY, THIRD SEISMIC . 187 CABLE <br /> FOLLOWING ALL THE MANUFACTURER'S DIRECTIONS. PGrGI�Y�eter (SSI < 2.9 g. See the ANGLE RESTRAINT RFL = <br /> U) <br /> 21 MIN 2.75" EMBEDMENT INTO 4" MIN CONCRETE SLAB DETAIL Ccalculation report regarding this PROJECTIONCD <br /> SCALE 1 :2 SHEET I OF 6 PSN 3 I 17766 RE A <br /> Q <br />