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E ICC-ES EVALUATION REPORT W Z ESR-1222 (DESIGN CATEGORY D TEFL STRAP 1" WIDE x 2" LONG a EA SCREW EYE W/FULL TIGHT WALL x 12ga MIN. W/ WOOD SCREW THREAD EMBEDMENT (1Ya" MIN.) Z rI� � � 1Ya" MIN EMBED MENT INTO TOP 11....11 CORD OF TRUSS SYSTEM SUMMARY OOD TOP CORDLn .11 SUSPENSION SYSTEM DUTY RATING H EAVY I W AND I OR I cn AND I rn J w a �A4ETAL WEBBING EfAL WEBBING 8 MAX. WALL MOLDING 7/8" f LIP ATTACH PERHANGER ER N SEISMIC C ACM 7 12ga. SPLAYED 12ga. SPLAYED SCREW Q -� BRACE WIRE BRACE WIRE 3/4", 1/2" OR 3/8" GAP; ACM7 SEISMIC THROUGH W Q TWO ADJACENT FIXED SIDES (FLOATING LIP WITH ONE FASTENER THROUGH WALL OOD BOTTOM CORD EITHER ATTACH THROUGH �/ n ALL) OLDING (OPTIONAL) AND NO FASTENER SIDE EITHER TOP li N ATTACHMENT TO TEE PERPENDICULAR CONNECTIONS (OPT.) FASTENER OPENING �_ r E TIGHT, NO GAP: ACM7 SEISMIC CLIP WITH ONE ul 0 u) 0 TWO ADJACENT FIXED SIDES (TIGHT WALL) ASTENER THROUGH WALL MOLDING (OPTIONAL) J AND ONE FASTENER ATTACHMENT TO TEE ETAL WEBBING ^ x U N o c 8 MAX FROM EDGE OF WALL ALL OOD BOTTOM CORD i a U `� p 00 x PERIMETER HANGER WIRES UNNERS ( 7 8" ACM7 WALL -` U. STABILIZER BARS NONE s" MAX w / �� _ (� ATTACHMENT CLIP �- , • RACE WIRE SEE /� RACED WIRE SEE SADDLE TIE TO CROSS RUNNER .� �° SADDLE TIE TO d NOTE: THE RIGHT THE RIGHT W ALL MAIN DONN SUSPENSION SYSTEMS -- DX/DXL, FINELINE DXF, v FINELINE 1 /8 DXFF, CENTRICITEE DXT/DXLT, CE,DXW,DXIA, AND ANGER WIRE SEE SADDLE CONNECTION Q SADDLE TIE TO ZXLA--INCLUDE THE CODE COMPLIANT INTERMEDIATE-DUTY AND HEAVY-DUTY THE RIGHT BUILDING DEPARTMENT MAIN TEES FOR SEISMIC DESIGN CATEGORIES C, D, E, AND F. PARALLEL CONNECTIONSo D 0 NAME: FOR CEILING AREAS EXCEEDING 2,500 SQ. FT. ri NOTE: CITY OF STOCKTON A SEISMIC SEPARATION JOINT MAY BE REQUIRED. SEE PAGE 16 FOR _ DETAIL NOT TO U INFORMATION ON SEISMIC SEPARATION JOINTS. SCALE FOR CLARITY �0 3 NOTE: ADDRESS: THE PERFORMANCE OF DONN SEISMIC SYSTEMS IS BASED ON THE _ DETAIL NOT TO (n 425 N. ELDORADO ST. SPECIFIC COMBINATION OF SUPERIOR SCALE FOR CLARITY STOCKTON, CA 95202 COMPONENTS, AND DESIGN AND INSTALLATION METHODS SHOWN. COMPONENTS TENSION WIRE FROM OTHER MANUFACTURERS WERE NOT EVALUATED,AND THEIR USE OR ANY _ PHONE: MIXED USE IS NOT RECOMMENDED. J 209-937-8561 CONVENIENCE HOLES LOCATED IN THE TEE BULB MAY BE USED FOR 3 5/8 x18ga. w/ 1 12ga. SPLAYED 3: BUILDING OWNER ANY AND ALL HANGER WIRES. 5/8" FLANGE AND w 1 /2" RETURN BRACE WIRES z O NAME: TYPICAL OF ALL WIRES DD I__ � BECK PROPERTIES OR SEE SCHEDULE - - Q w VERTICAL SUPPORT: THIS DETAIL z z O Ld Z ADDRESS: ABOVE ON THIS SHEET LL > 12 GAUGE WIRES 4' ON CENTER LL z U U > 3114 W. HAMMER LN. WITHIN 8" OF EACH WALL. HANGER WIRES Z Z = U U 0 STOCKTON, CA 95209 TO BE WITHIN 1:6 OF PLUMB UNLESS Z Z COUNTER SLOPING WIRES ARE PROVIDED. �h w cn C/) PHONE: q , (209) 957-0331 LATERAL BRACING: WOOD STRUCT. COMPRESSION 12 GAUGE WIRE, 4 WIRES SECURED ABOVE STRUT CD ACM7 SEISMIC CLIP TENANT N U U WITHIN 2 OF THE CROSS RUNNER � Q Q w NAME: INTERSECTION AND SPLAYED 90 FRAM EACH TYP. WIRES - z OTHER AT AN ANGLE NOT EXCEEDING 45 W/ 4 TIGHT II II II SCREW YUMMY DONUTS Q ADDRESS: STFRUT FASTENED TO THE ACEILING. TURNS N RUNNER x 7/8„x7/8„ Z CROSS ATTACHED SHALL BE EXTENDED TO AND FASTENED TO RUNNER (OPTIONAL) WALL W 3221 W. HAMMER LN. THE STRUCTURE MEMBERS SUPPORTING THE 2 STOCKTON, CA 95209 ROOF OR FLOOR ABOVE. THESE 4 WIRE (MAX.) MOLDING BRACING POINTS TO BE WITHIN 6' OF EACH PHONE: WALL AND 12' O.C. IN EACH DIRECTION. FOR MAIN a 7L (209) 636-8909 TILE CEILINGS, ENDS OF MAIN RUNNERS AND ATTACH COMPRESSION RUNNER - CROSS MEMBERS SHALL BE TIED TOGETHER LIGHTING FIXTURES � LIC. # TO PREVENT THEIR SPREADING. STRUT W/ 2-� 12 ("Intermediate" systems) SELF-DRILLING CROSS RUNNER 7/8)) ALL LIGHTING FIXTURES SHALL BE POSITIVELY / O NAME: G G SELF-TAPPING SDST AND CROSS TEE V T.B.D. MECHANICAL SERVICES: ATTACHED TO THE SUSPENDED CEILING ( ) Q � ADDRESS: SYSTEM. NO. 12 GAUGE HANGERS SHALL FLAT HEAD SCREWS CEILING MOUNTED AIR TERMINALS BE ATTACHED TO THE GRID MEMBERS WITHIN 8 Z WEIGHING LESS THAN 20 POUNDS SHALL BE 3" OF EACH CORNER OF EACH FIXTURE. IN rzz _ POSITIVELY ATTACHED TO THE CEILING ADDITION TO THE ABOVE, PROVIDE TWO No. 0 NOTE: RUNNERS. TERMINALS WEIGHING MORE THAN 12 GAUGE HANGERS CONNECTED FROM THE / U PHONE: 20 POUNDS SHALL BE INSTALLED AS PER FIXTURE HOUSING TO THE STRUCTURE LATERAL BRACING 6'-0" OR 4 NOTE: LIGHT FIXTURE. ABOVE. THESE WIRES MAY BE SLACK. 2 NOTE: LESS FROM WALL - 12'-0" ON _ DETAIL NOT TO _ DETAIL NOT TO SCALE FOR CLARITY QROFESS/pN SCALE FOR CLARITY CENTER (VERIFY EXISTING OR FLOATING WALL PROVIDE NEW W _CD W No. C74034 8" MAX. 8" MAX. Z EXP. z � � / (D ��qTF CIVIL HANGER WIRE 8>> W of Ca�-� �' ', HANGER WIRE ACM7 SEISMIC CLIP � 209N263-1382 PERIMETER HANGER 3/8" MIN.-3/4"MAX WIRE 7/8"x7/8" WALL _j CONSTRUCTION SITE MOLDING ±10" POP RIVET Q SITE ADDRESS: 6 " „ ATTACH SCREW 1 W MO 3221 W. HAMMER LN. STE.A&B xWALL THROUGH EITHER o STOCKTON, CA 95209 MOLDINGNG ' SIDE (OPT.) ACM7 WALL z SITE APN: •,• ° J 82-220-03 ATTACHMENT CLIP 7/8„ 7/8„ U DRAWING INFORMATION 7/8 POP RIVET CROSS TEE 0 REVISION DATE LU 4-25-19 U FILE NAME: CROSS TEE J 19-0311 —YUMMY—DONUTS 5 NOTE: 6 NOTE: NOTE: g NOTE: w DETAIL NOT TO DETAIL NOT TO DETAIL NOT TO DETAIL NOT TO DRAWING SCALE: — — — — N.T.S. SCALE FOR CLARITY SCALE FOR CLARITY SCALE FOR CLARITY SCALE FOR CLARITY E8