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WL PENDANT HMG LIGHT FIXTURES LESS THAN 20 POUNDS MAY BE <br />SUPPORTED DIRECTLY TO CEILING RUNNERS <br />SPLAY WIRES ALWAYS <br />RUN IN DIRECTION OF <br />MAIN OR CROSS RUNNER. <br />SPLAY WIRES ALWAYS <br />CONNECT TO MAIN <br />RUNNER <br />CROSS RUNNER <br />Rom. <br />VERT. STRUTS TO RESIST <br />FORCE FROM BRACING WIRES <br />ARE REQ. AT HORIZ. <br />RESTRAINT POINTS NOT MORE <br />THAN 12' O/C, 6' MAX. FROM <br />WALL <br />TYP. CROSS RUNNERS <br />A.C.G. NOTES: <br />12 GA. WIRES SPLAYED IN 4 <br />DIRECTIONS 90" APART 012'-0" <br />xlfO.C. EACH WAY <br />8GA. VERTICAL WIRES <br />® 4'-0" O.C. EA. WAY <br />- TYPICAL - <br />L- #12GA. SPLAY WIRE <br />VERTICAL AT 45' MAX. <br />MAIN RUNNER <br />N5 <br />RIGID VERTICAL STRUT BY "DONN <br />CORPORATION." <br />LIGHT FIXTURES TO BE <br />SUPPORTED FROM <br />STRUCTURE ABOVE BY 4 JOIST19RDER <br />TWO WIRES <br />CADDY -CORNER. <br />ACOUSTICAL TILE <br />CEILING PANEL - TYP. <br />24"X24" OR 24"X48" AT OPEN -WEB WOOD <br />SEE PLAN. JOISTS BRACE WIRE <br />SF- PARALLEL TO JOIST <br />TYPICAL LAYOUT <br />1. HANGER WIRES SHALL BE #12 GAUGE <br />2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN 8" OF CEILING PERIMETERS <br />3. HANGER WIRES THAT ARE MORE THAN 1" OUT OF PLUMB SHALL HAVE COUNTERBRACED WIRES <br />4. CEIUNG GRID MAY BE ATTACHED TO TWO ADJACENT WALLS; THE CEIUNG MUST BE AT LEAST .5" FREE OF OTHER WALLS <br />5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS MUST BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY ATTACHED TO PREVENT <br />SPREADING <br />6. A SET OF 4 SPAY WIRES SHALL BE PROVIDED AT 12" O.C. STARTING AT 48" FROM ANY WALL AS SHOWN. WIRES SHALL BE TAUT WITHOUT CAUSING CEIUNG TO UFT <br />7. HANGER WIRES MUST BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS. SPLAY WIRES MUST HAVE 3 TIGHT TURNS FOR #12 GAUGE WIRE. <br />8. ALL CEILING WIRES AND UNBRACED UDTS, PIPES, ETC MUST BE SEPERATED. <br />9. ALL UGHT FIXTURES SHALL BE ATTACHED TO TEH CEIUNG GRID TO RESIST A HORIZONTAL FORCE EQUAL TO THE FIXTURE WEIGHT <br />10. UGHT FIXTURES WEIGHING LESS THAN 56 POUNDS AND AIR TERMINALS WEIGHING LESS THAN 20 POUNDS AND RECEIVING NO TRIBUTARY LOAD FROM DUCT, MAY BE SUPPORTED DIRECTLY TO CEIUNG <br />SYSTEM RUNNERS WITH SCREWS OR BOLTS. <br />11. OTHER LIGHT FIXTURES AND AIR TERMINALS SHALL BE SUPPORTED BY WIRES DIRECTLY TO TEH STRUCTURE ABOVE. <br />12. VERTICAL STRU TO BE FASTENED TO MAIN RUNNER AND EXTEND (AND FASTEN) TO STRUCTURAL MEMBERS SUPPORTING THE ROOF ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL <br />COMPONENT INDUCED BY BRACING WIRES <br />13. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL <br />F- <br />z <br />z <br />F- <br />z <br />W <br />Q <br />0 <br />Q <br />I <br />F- <br />W <br />REFLECTED CEILING PLAN <br />scue: 1/4' — Y—a' <br />1 /2" CLR. <br />STRUCTURAL JOIST <br />GIRDER <br />BRACE WIRE (TEST FOR 440 FREE EDG <br />LBS) #2GA (45- MAX) <br />HANGER WIRE (TEST <br />FOR 200LBS) #8GA. <br />WEB MEMBERS <br />SADDLE TIE <br />BOTTOM CHORD <br />BRACING WIRE om <br />HANGER WIRE <br />POP RIVET RUNNER TO 1"X1" <br />TRIM <br />FLUSH CEILING PANEL <br />#12 GUAGE HANGER WIRE <br />INSTALL PER DETAIL <br />FLUSH CEILING <br />PANEL <br />POP RIVET RUNNER . TO TRIM <br />1"Xi" TRIM ATTACHED TO <br />FIN. WALL WITH TYPE "S" <br />DRYWALL SCREWS <br />TES: <br />08 SHEET METAL SCREW OR <br />ENGINEER OF RECORD: <br />APPROVED FASTNER CUP ATTACHING <br />COOL AND COBB <br />FIXTURE TO T-BAR GRID <br />ENGINEERING CO. <br />© <br />FIXTURE WEIGHT <56 LBS. USE 12GA. <br />CERT OF AUTHIZATION #29713 <br />HANGER WIRE CONNECTED FROM THE <br />FL LICENSk #16921 <br />FIXTURE HOUSING TO STRUCTURE <br />ABOVE. THESE WIRES MAY SLACK. <br />© FIXTURE WEIGHT 56 LBS OR MORE <br />SHALL BE SUPPORTED DIRECTLY FROM <br />THE STRUCTURE ABOVE BY <br />APPROVED HANGERS. PROVIDE <br />CALCULATIONS AND DETAILS. <br />203 WESIM ST. <br />AVON PARK, FL 33825 <br />PH. 863.657.2323 <br />D❑ 12GA. HANGER WIRE SHALL ATTACH <br />THE GRID MEMBER TO THE <br />STRUCTURE ABOVE WITHIN 3" OF <br />EACH CORNER OF EACH FIXTURE. <br />TANDOM FIXTURES MAY UTILIZE <br />f%,AALJAU wt <br />................................................................................................................................ : <br />103 H A7' HDR07' <br />F1. t�1. .......... ........•.. •.•.......... <br />C2 WI i <br />EXIST. 2X4 A.C.p.I <br />EXIST. 20 A.C.G. <br />DRAFTING SERVICES BY: <br />MICHAEL GARRISON <br />224 DATURA ST. #401 <br />WEST PALM BEACH, FL 33401 <br />561.835.9 744 <br />ENT: <br />ORANGEWOOD <br />BUILDERS <br />DRESS: <br />1105 WEST CIRCLE ST <br />AVON PARK, FL 33825 <br />863.452.6400 <br />REVISIONS/SUBMITTALS: <br />ID DESC DATE <br />PERMIT SUBMITTAL 112.19.11 <br />I AS BUILTS C.11.121 <br />DRAWN BY: MSG <br />CHECKED BY: COOL&COBB <br />PROJECT #: <br />DATE: 5.11.12 <br />A5 <br />�— of 13 <br />