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ICC-ES EVALUATION REPORT <br /> ESR-1222 (DESIGN CATEGORY Di ) STEEL STRAP , WIDE X 2 LONG AD SCREW EYE W,FULL TIGHT WALL <br /> x 12ga MIN. W/ WOOD SCREW THREAD EMBEDMENT (11/4" MIN.) <br /> 11/y" MIN EMBED MENT INTO TOP <br /> CORD OF TRUSS <br /> SYSTEM SUMMARY ----WOOD TOP CORD <br /> SUSPENSION SYSTEM DUTY RATING HEAVY AND 0 R AND 0� 8„ APEX <br /> METAL WEBBING ETAL WEBBING 8 MAX. ARCHITECTURE <br /> WALL MOLDING 7/8" ATTAC H <br /> SC REW ad ETER 1325 EI Pinal Drive, Suite D4 <br /> SEISMIC CLIP ACM7 12ga. SPLAYED 12ga. SPLAYED THROUG HANGER Stockton, CA. 95205 <br /> BRACE WIRE BRACE WIRE <br /> 3/4", 112" OR 3/8" GAP; ACM7 SEISMIC H WIRE (209) 662-4874 <br /> TWO ADJACENT FIXED SIDES (FLOATINP�VITH ONE FASTENER THROUGH WALL W°°° BOTTOM CORD EITHER ATTACH THROUGH apexplanning@hotmail.com <br /> (OPTIONAL) AND NO FASTENER EITHER TOP <br /> ATTACHMENT TO TEL PERPENDICULAR CONNECTIONS SIDE FASTENER <br /> TIGHT, NO GAP: ACM7 SEISMIC CLIP WITH ONE <br /> TENER THROUGH WALL MOLDING (OPTIONAL) OPT• OPENING Steven Anthony Torres <br /> 11 <br /> TWO ADJACENT FIXED SIDES (TIGHT W Architect # C32553 <br /> METAL WEBBING x U <br /> ONE FASTENER ATTACHMENT TO TEE Q <br /> WOOD BOTTOM CORD 4 U <br /> PERIMETER HANGER WIRES 8" MAX FROM EDGE OF WALL (ALL RUNNERS) > <br /> STABILIZER BARS NONE °� "�8" MAX 7/8" AC M7 WALL PROPERTY OWNER <br /> W <br /> EE BRACE WIRE SEE ATTAC H M E N T <br /> SADDLE TIE TO F-- C LIP LAWRENCE WIGHT <br /> NOTE: BRACED WIRE SSADDLE TIE TO CROSS RUNNER THE RIGHT THE RIGHT > 2908 W. Benjamin Holt Drive <br /> ALL MAIN DONN SUSPENSION SYSTEMS -- DX/DXL, FINEL_INE DXF, U <br /> Q Stockton, CA. 95207 <br /> FINEHNE 1 /8 DXFF, C ENTRIC ITEE DXT/DXLT, C E,DXW,DXIA, AND ANGER WIRE SEE SADDLE CONNECTION <br /> ZXLA--INCLUDE THE CODE COMPLIANT INTERMEDIATE—DUTY AND SADDLE TIE To (209) 993-7825 <br /> THE RIGHT C/ <br /> HEAVY—DUTY MAIN TEES FOR SEISMIC DESIGN CATEGORIES C , D, E, AND F. <br /> FOR CEILING AREAS EXCEEDING 2,500 SQ. FT. PARALLEL CONNECTIONS <br /> A SEISMIC SEPARATION JOINT MAY BE REQUIRED. SEE PAGE 16 FOR NOTE: <br /> INFORMATION ON SEISMIC SEPARATION JOINTS. DETAIL NOT TO D 3 NOTE: <br /> THE PERFORMANCE OF DONN SEISMIC SYSTEMS IS BASED ON THE JSCALE EOR _ DETAIL NOT TO <br /> SPECIFIC COMBINATION OF SUPERIOR C LARITY SCALE FOR <br /> COMPONENTS, AND DESIGN AND INSTALLATION METHODS SHOWN. �w CLARITY <br /> COMPONENTS FROM OTHER MANUFACTURERS WERE NOT EVALUATED,AND W/ 1 TENSION WIRE <br /> THEIR USE OR ANY MIXED USE IS NOT RECOMMENDED. " w <br /> CONVENIENCE HOLES LOCATED IN THE TEE BULB MAY BE USED FOR ANY 5/8 FLANGE AND Q > <br /> AND ALL HANGER WIRES. 1 /2 " RETURN12 � <br /> OR SEE ga . SPLAYED Q:� <br /> SC HEDULE BRACE WIRES z 3 o <br /> TYPICAL OF ALL > > <br /> ABOVE ON THISz z Q 0-1 <br /> w <br /> VERTICAL SUPPORT: WIRES o <br /> 12 GAUGE WIRES 4' ON CENTER WITHIN STEEL ANGLE SIMPSON 0 0 SHEET THIS D FTAI L __Jz <br /> SSC 4.25 W/ 4 #8 C C U U <br /> 8" OF EACH WALL. HANGER WIRES TO BE SCREWS OR EQUAL z z = <br /> WITHIN 1 :6 OF PLUMB UNLESS COUNTER z z :5 : <br /> SLOPING WIRES ARE PROVIDED. IT1 IT1 W GO U� <br /> WOOD STRUCT ABOVE 0 0 � :�U :�U :::) w w <br /> CD `f `n ��- ARCO CONVENIENCE <br /> LATERAL BRACING: COMPRESSION STRUT STORE REMODEL <br /> 12 GAUGE WIRE, 4 WIRES SECURED ACM7 SEISMIC CLIP <br /> WITHIN 2" OF THE CROSS RUNNER TYP. WIRES <br /> N U U 2908 Benjamin Holt Drive <br /> INTERSECTION AND SPLAYED 90 FFM W/ 4 TIGHT < < SC REW Stockton, CA. 95207 <br /> EACH OTHER AT AN ANGLE NOT 0 TURNS II II II <br /> EXCEEDING 45 FROM THE PLANE OF THE iso ATTAC H FD <br /> CEILING. A STRUT FASTENED TO THE X (OPTIONAL 7/8 <br /> MAIN RUNNER SHALL BE EXTENDED TO CROSS RUNNER 2 " ) <br /> AND FASTENED TO THE STRUCTURE WALL <br /> MEMBERS SUPPORTING THE ROOF OR (MAX .) <br /> FLOOR ABOVE. THESE 4 WIRE BRACING MAIN x 7� MOLDING <br /> POINTS TO BE WITHIN 6' OF EACH WALL <br /> AND 12' O.C. IN EACH DIRECTION. FOR ATTAC H RUNNER � <br /> TILE CEILINGS, ENDS OF MAIN RUNNERS LIGHTING FIXTURES <br /> \,_J <br /> AND CROSS MEMBERS SHALL BE TIED C OMPRFSS ON CROSS RUNNER DO <br /> TOGETHER TO PREVENT THEIR SPREADING. ( Intermediate SyStemS) ALL STRUT W/ 2 — # 12 AND 7/8 <br /> LIGHTING FIXTURES SHALL BE POSITIVELY SELF DRILLING C ROSS TEE <br /> ATTACHED TO THE SUSPENDED CEILING <br /> MECHANICAL SERVICES: SYSTEM. No. 12 GAUGE HANGERS SHALL SELF—TAPPING <br /> CEILING MOUNTED AIR TERMINALS BE ATTACHED TO THE GRID MEMBERS ( S D ST) FLAT 8 <br /> WEIGHING LESS THAN 20 POUNDS SHALL WITHIN 3" OF EACH CORNER OF EACH <br /> BE POSITIVELY ATTACHED TO THE CEILING FIXTURE. IN ADDITION TO THE ABOVE, HEAD NOTE: <br /> RUNNERS. TERMINALS WEIGHING MORE PROVIDE TWO NO. 12 GAUGE HANGERS SCREWS LATERAL BRACING 6' -0" OR <br /> THAN 20 POUNDS SHALL BE INSTALLED CONNECTED FROM THE FIXTURE HOUSING4 NOTE: <br /> AS PER LIGHT FIXTURE. To THE STRUCTURE ABOVE. THESE 2 NOTE: LESS FROM WALL — 12' -0" DETAILNOT TO <br /> WIRES MAY BE SLACK. DETAIL NOT TO ON CENTER (VERIFY — ACOUSTICAL CEILING <br /> SCALE FOR EX STING FLOATING WALL SCALE FOR DETAILS <br /> CLARITY <br /> C LARITY OR PROVIDE NEW) <br /> v�A. TOR <br /> 8" MAX. 8 MAX. �-- G 55 �. <br /> 81' HANGER WIRE 81, <br /> PERIMETER HANGER WIRE ACM7 SEISMIC CLIP <br /> HANGER 3/8" MIN . -3/4"MAX / / <br /> 7 8 X 7 8 <br /> ATTACH <br /> WIRE WALL <br /> ±10" POP RIVET SCREW MOLDING <br /> 6� 7/8„x7/8” THROUGH ' <br /> WALL <br /> EITHER SIDE <br /> MOLDING (OPT.) AC M7 WALL <br /> ATTAC H M ENT <br /> 7/g" <br /> 7/8" POP RIVET C LIP CROSS TEE REV.# DATE ISSUED DESCRIPTION <br /> 7/8>, <br /> CROSS TEE <br /> (__bNOTE: 6 NOTE: NOTE: g NOTE: <br /> DETAIL NOT TO DETAIL NOT TO DETAIL NOT TO DETAIL NOT TO <br /> SCALE FOR SCALE FOR SCALE FOR SCALE FOR <br /> C LARITY C LARITY C LARITY C LARITY APEX PROJECT15-11 <br /> DATE:6-20-2019 <br /> A9.2 <br /> Copyright APEX <br />