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III w � MIN.#12 GAUGE N C'? HORIZONTAL BRACE. ` xLO � ECEPT WHERE RIGID BRACES ARE USED TO LIMIT w x STRADDLE STUD BELOW AND 45' 3/8" o o � LATERAL DEFLECTION, SPRINKLER HEADS AND MIN. CEILING GRID USES #12 x FASTEN TO TOP TRACK WITH (4) OTHER PENETRATIONS THROUGH THE CEILING TILE GUAGE SPLAY WIRE METAL STUDS: W Q—° #8 SHEET METAL SCREWS (2 EA. REQUIRE MINIMUM 2—INCH RINGS, SLEEVES, OR CLR. HANGERS AT 45 DEG. AND SIDE OF UD 90 DEG. TO EACH OTHER (4 ADAPTERS THAT WILL ALLOW A MINIMUM 1—INCH 8 ACOUSTICAL CEILING PROVIDE SUSPENDED CEILING COMPRESSION STRUTS ADEQUATE TO RESIST THE v C2 o 0 0 ELEVATION VERTICAL LOAD INDUCED BY THE SPLAYED BRACING WIRES. STRUTS NOT EXCEEDING nn � T CEILING MOVEMENT IN ALL HORIZONTAL WIRES) BEGINNING 48" FROM THE HEIGHTS SPECIFIED BELOW MAY BE USED `X o X x x DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN NOTE: TIE 2 ADJACENT WALLS TO STARTING POINT OF GRID o U BE RPOVIDED AT THE TOP OF THE SPRINKLER CEILING MAIN & CROSS RUNNER AND TILE LAYOUT AND IN C' ti HEAD EXTENSION TO ACCOMMODATE THE 1—INCH ° °' 0Z BOTH DIRECTIONS AT 12'-0" STEEL STUDS C" MOVEMENT. ASCE 7. SECT 13.5.6.2.2 "' � " THEREAFTER ALL o 0-) 00 3, o X CLEARANCES. TIES TO ONE 3 5/8 X 25 GA. TO 8'-0" ORIENTED o SUSPENDED CEILING 0 0 STATE & LOCAL CODES. TWO 1 5/8" X 25 GA TO 10'-0" * (FLANGE PERPENDICULAR ONE 0., � Q WALL, ETC.TO CONFORM TO STUD CONNECTED � 0"0" M/N x O + + + 0 TWO 2 12" X 25 GA TO 15'-0„ I � / TO THE WEB OF T1o TWO 3 5/8„ X 25 GA TO 20'-0” THE OTHER STUD) ATTACH THE METAL STUD TO THE T—BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO #8 SCREWS. Store: o 0 + + + 0 NOTE: W KETTLEMAN & LOWER SCRAMENTO 0 0 0 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. 2SPRINKLER HEAD, SEE FIRE SEE 16'-0$' 12'-0" 4'-0" 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND LODI CA 95242 METAL STUD WALL, SEE WALL TYPE MIN PROTECTION DRAWINGS PLA HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD; THEREFORE, THE APPLICANT Restaurant #RC576 SCHEDULE MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. P4E-HV-M SCHEME A 20CA. MTL. STD COMPRESSION STRUT @ EA. SET OF Professional of Record: JEFF LIEDERMAN HORIZONTAL WALL BRACE. SPRINKLER CEILING PENETRATION BRACING WIRES W/(2) #8 SHEET MTL. SCREWS @ THE GRID 3"=F-0° 21 Y=1'-0" & (2) SCREWS AT THE STRUCTURE, SPAN PER TABLE 1A1.30 1A1.30 ABOVE. I Z� � FAA LATERAL BRACING: 4-12 GA. WIRES AT SUSPENDED CEILING: DESIGN SECURED TO MAIN RUNNER WITHIN 2" OF MINIMUM 12 GAGE VERTICAL MAX A" 4 GENERAL CEILING NOTES CROSS RUNNER INTERSECTION AND SPLAYED SUPPORT WIRE AT 4'-0" A r c h i t e c t u r a l 90° FROM EACH OTHER AT ANGLE NOT TO O.C. OR 10 GA WIRE AT Solutions Gro u 1. SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C 635, ASCE 7-10 SECTION 13.5.6, ASTM C EXCEED 45° FROM THE PLANE OF THE 5'-0" O.C. W/ (2) 1 1/2" p 636, AND ASTM E580, SECTION 5 IN SEISMIC DESIGN CATEGORIES D, E & F. CEILING TYP. @ 12'-0" MAX. EA. WAY x 9" GA. STAPLES @ SUSPENDED CEILING 1 101 Central Expressway South BEGINNING 6'-0" MAX. FROM WALL. LOOP & (1) ACROSS LAP. CROSS o SYSTEM. SEE CEILING PLAN. Suite 100 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: RUNNER MAIN RUNNERAllen, TX 75013 3 FULL TURNS MINIMUM '•�,, A THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WITHIN 3" LENGTH 45° TYP CONTACT: EVERETT FIELDS ANCHOR WIRES TO (469) 619-1164 "UNATTACHED" WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE STRUCTURE ABOVE AT OPEN GRID: VERTICAL \ EFIELDS@PMDGINC.COM WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE SUSPENSION WITH CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL. THE OTHER END IN THREADED ROD PER OTHER POP RIVET , EACH HORIZONTAL DIRECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST DETAILS. 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH END. UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR CHANNEL. SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES B) FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT 45NOTE 0 4 0 45o ATTACHED TO MAIN RUNNER WITHIN 2" OF A CROSS TEE : SECTION. PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A 45° NRC H RATIO OF THE LONG TO SHORT DIMENSION LESS THAN OR EQUAL 4, SHALL BE PROVIDED 0 TF 2" UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE o PROVIDE 6 CLEARANCE 3-5/8" X 25 GA. STUDS— SCREWED W/ 7/16" 9 GA. �� REQ 5 �' PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES AT ALL PIPES & DUCTS, ETC. v JEFF RM PN OR CHANNELS PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL FRAMING SCREWS @ 24 O.C. STAGGERED— SANDWICH MR 4 DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN o BRACING WIRES MUST BE BACK. & ATTACH W (3) 7/16" FRAMING SCREWS. -2953 "ATTACHED" ACCORDANCE WITH SECTION 13.5.6.2.2.A AND HORIZONTAL RESTRAINTS OR BRACING. ATTACHED TO THE GRID MR Zp21 AND TO THE STRUCTURE IN MAIN RUNNER CROSS RUNNER SUCH A MANNER THAT MANUFACTURED STRUTS: NRN�wP�oPSE PROVIDE PERIMETER CLOSURE ANGLE WITH 2" MIN. LEG. IN EACH 3. THE SUSPENDED CEILING LATERAL FORCE—BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF THEY CAN SUPPORT A TqT �x�o ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING MANUFACTURED STRUTS MAY BE ACCEPTABLE IF ENGINEERING IS SUBMITTED TO F OF CP ATTACHED TO THE CLOSURE ANGLE AND THE OTHER END SHALL HAVE RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE DESIGN LOAD OF NOT LESS SUPPORTED INDEPENDENTLY OF THE CEILINGTHE BUILDING DIVISION FOR REVIEW. . THAN 200 POUNDS OR THE A J" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE ACTUAL LOADS, WHICHEVER FREE TO SLIDE UPON THE CLOSURE ANGLE IS GREATER, WITH A SAFETY FACTOR OF 2. Prototype : P4E- HV 2020 -2.0 RELEASE CEILING WALL ATTACHMENT GENERAL CEILING NOTES SUSPENDED CEILING FRAMING SYSTEM (ESR-1222) Prototype Issue Date: 7.14.2020 N.T.S. N.T.S. N.T.S. LIGHT FIXTURES: 1A1.30 61 1A1.30 7 1 1A1.30 Design Bulletin Updates: -- ALL LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO SUSPENDED CEILING GRID SYSTEM. IN ADDITION, PROVIDE INDEPENDENT Date Issued: Bulletin Number: WIRE SUPPORT FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE AS FOLLOWS: • FIXTURE LESS THAN 10 POUNDS, PROVIDE ONE #12 GAGE WIRE (MAY BE SLACK) -- -- • FIXTURE 11 — 55 POUNDS, PROVIDE TWO #12 GAGE WIRE (MAY BE SLACK) • FIXTURE 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE 1ST BLDG. SUBMITTAL CEILING SUSPENDED SYSTEM FOR DIRECT SUPPORT • PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING # 9 GAGE WIRE. [CISCA_ AIR TERMINALS OR SERVICES: ALL CEILING MOUNTED AIR TERMINALS OR SERVICES TO BE POSITIVELY ATTACHED TO CEILING SUSPENSION MAIN RUNNERS. IN ADDITION, PROVIDE INDEPENDENT WIRE SUPPORT FROM THE AIR TERMINAL OR SERVICE TO THE STRUCTURE ABOVE AS FOLLOWS: • AIR TERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS, PROVIDE TWO #12 GAGE WIRES (MAY BE SLACK) • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE CEILING SUSPENDED SYSTEM FOR DIRECT SUPPORT. [CISCA] 216d NAILS TO TRUSS THE SUSPENDED CEILING LATERAL FORCE REVISIONS: NOTE: PROVIDE A BRACING MEMBERS SHALL BE LOCATED A 12.22.2020 1st Building Submittal 3-16d TO BLOCKING HEAVY—DUTY SUSPENDED TWO (2) NO. 12 GAUGE WIRES MINIMUM OF 6" FROM ALL HORIZONTAL TRUSS CEILING T—BAR GRID MUST BE SECURED FROM PIPING OR DUCT WORK THAT ARE NOT 1 SYSTEM. [ASCE 7, SECTION LIGHT & MECHANICAL PROVIDED WITH BRACING RESTRAINTS FOR 2 * FIXTURES AT OPPOSING HORIZONTAL FORCES. CABLE TRAYS AND + 13.5.6.2.21 CORNERS ALONG THE ELECTRICAL CONDUITS SHALL BE 8 FIXTURE'S DIAGONAL. WIRES SUPPORTED INDEPENDENTLY OF THE 4 MAY BE SLAC CEILING. 5 LEDGER TO EA. STUD 216FROM BRACING WIRES MUST BE ATTACHED TO 6� WHEN HEAVYDUTY 7 2x4 HANG @ — SUCH A MANNER THAT THEY CAN THE GRID AND TO THE STRUCTURE IN CEILING SYSTEMS ARE 2x6 BRACE 4' 0" O.C. USED SUPPLEMENTAL SUPPORT A DESIGN LOAD OF NOT LESS 8 AT 48" O.C. HANGERS ARE NOT THAN 200 POUNDS OR THE ACTUAL AT HANGER REQUIRED IF A 48" LOADS, WHICHEVER IS GREATER, WITH A FOR CLOUD 216d 2x6 LEDGER MODULAR HANGER SAFETY FACTOR OF 2. (SOFFIT) PATTERN IS LIGHT FIXTURE 8' 0" O.C. V * + yz _ FOLLOWED. (LESS THAN 56 LBS.) Sheet Title: ELSEWHERE + + IN 2x4 / CEILING DETAIL HAGER 2x6 BRACES @ 8'-0" O.C. * 2-16d TO FACE MOUNTED HANGER WCEILING JOIST HANGER Date: 12.21.2020 2x4 M I+41 + 2-16d � CEILING JOIST PROVIDE MINIMUM OF 2 Project Number: RAC19048.0 GYP. BD. 3164 SUSPENDED SCREWS AT OPPOSITE GYP. BD. CEILING GRID CORNERS OF SUPPORT WIRES, Drawn By: - OR SCREW ON T—BAR SAFETY CLIPS AT SIDES OR ENDS. Sheet Number: HARD CEILING SUPPORT HARD CEILING SUPPORT CEILING JOIST ATTACHMENT LIGHT FIXTURE/AIR TERMINAL @ SUSPENDED CLNG. 3/4''= 1'-0" 3/4"= 1'-0" 1 1/2"= 1'-0" N.T.S. 8 1 A7.40 91A7.40 0 1 A7.40 1A1.30 A1 . 32 J :D Q H H L m C/7