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H Wo MIN.#12 GAUGE C7 N C? 0 HORIZONTAL BRACE. x ti EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT w `� C-" STRADDLE STUD BELOW AND 45' 3/8" _ o FASTEN TO TOP TRACK WITH (4) OTHERLATERAPENETRA IONS THRIOUGHRTHEACEIL NGDS D TILE MIN. GUTAGE SPLAYLING GRID UWIRE SES #12 METAL STUDS: x o Cz W #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 co o ELEVATION VERTICAL LOAD INDUCED BY THE SPLAYED BRACING WIRES. STRUTS NOT EXCEEDING I" o CEILING MOVEMENT IN ALL HORIZONTAL WIRES) BEGINNING 48" FROM THE HEIGHTS SPECIFIED BELOW MAY BE USED x c° Qm x x x DIRECTIONS. ALTERNATIVELY A SWING JOINT CAN NOTE: TIE 2 ADJACENT WALLS TO STARTING POINT OF GRID O �' o rn x x x BE RPOVIDED AT THE TOP OF THE SPRINKLER CEILING MAIN & CROSS RUNNER AND TILE LAYOUT AND IN HEAD EXTENSION TO ACCOMMODATE THE 1—INCH 00z _J BOTH DIRECTIONS AT 12'-0" STEEL STUDS °C m C" CD ti MOVEMENT. ASCE 7. SECT 13.5.6.2.2 '�' �' THEREAFTER ALL o M CLEARANCES. TIES TO ONE 3 5/8 X 25 GA. TO 8'—0ORIENTED co co a6 3' O Xa> ° ° TWO 1 5 " ' " PERPENDICULAR O., SUSPENDED CEILING I Q WALL, ETC.TO CONFORM TO STUD CONNECTED O� til/� x #` O O STATE & LOCALCODES. 8 X 25 GA TO 10 —0 / TO 15 —O (FLANGE OF ONE 0 M q + + + TWO 2 1/2 X 25 GA TO THE WEB OF CD TWO 3 5/8" X 25 GA TO 20 —0' * THE OTHER STUD) CV ATTACH THE METAL STUD TO THE T—BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO #8 SCREWS. Store: C) I _ ° + + ° NOTE: 1311 E. YOSEMITE AVE. j.� 0 0 0 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. 2 SPRINKLER HEAD SEE FIRE SEE 16'-0" 12'-0" L4'-0" 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND MANTECA, CA 95336 METAL STUD WALL, SEE WALL TYPE MIN PROTECTION DRAWINGS PLA HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD, THEREFORE, THE APPLICANT SCHEDULE MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT Restaurant #RC529 ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. 20GA. MTL. STD COMPRESSION STRUT @ EA. SET OF Professional of Record: NAME HORIZONTAL WALL BRACE. SPRINKLER CEILING PENETRATION BRACING WIRES W/(2) #8 SHEET MTL. SCREWS @ THE GRID 3"=1'-0" 3"=1'-0" & (2) SCREWS AT THE STRUCTURE, SPAN PER TABLE 1A1.30 21 1A1.30 ABOVE. Ir PAR LATERAL BRACING: 4-12 GA. WIRES AT SUSPENDED CEILING: DESIGN 8„ SECURED TO MAIN RUNNER WITHIN 2" OF MINIMUM 12 GAGE VERTICAL MAX a 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 MAX 90' FROM EACH OTHER AT ANGLE NOT TO O.C. OR 10 GA WIRE AT Solutions Group 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" 38 EXECUTIVE PARK, 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 SUITE 310 BEGINNING 6'-0" MAX. FROM WALL. LOOP & (1) ACROSS LAP. CROSS o SYSTEM. SEE CEILING PLAN. IRVINE, CA 92614 2„ 4„ + 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: RUNNER MAIN RUNNER 3 FULL TURNS MINIMUM CONTACT: JEFF LIEDERMAN A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WITHIN 3" LENGTH 45' TYP (949) 4 1 WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE ANCHOR WIRES TO AT OPEN GRID: VERTICAL JLIEDERMAN@PMDGIDGINC.COM "UNATTACHED" WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE STRUCTURE ABOVE 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 450 4 0 450 NOTE: SECTION.ATTACHED ECTONED TO MAIN RUNNER WITHIN 2" OF A CROSS TEE PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A 45° RATIO OF THE LONG TO SHORT DIMENSION LESS THAN OR EQUAL 4 SHALL BE PROVIDED 2" UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE 0 PROVIDE 6" CLEARANCE 3-5/8" X 25 GA. STUDS— SCREWED W/ 7/16" 9 GA. PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES AT ALL PIPES & DUCTS, ETC. OR CHANNELS PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL FRAMING SCREWS @ 24" O.C. STAGGERED— SANDWICH MR R C& ATTACH W (3) 7/16" FRAMING SCREWS. DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN 0 BRACING WIRES MUST BE BACK. T "ATTACHED" ACCORDANCE WITH SECTION 13.5.6.2.2.A AND HORIZONTAL RESTRAINTS OR BRACING. ATTACHED TO THE GRID MR S Fc AND TO THE STRUCTURE IN REQ PROVIDE PERIMETER CLOSURE ANGLE WITH 2" MIN. LEG. IN EACH 3. THE SUSPENDED CEILING LATERAL FORCE—BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF MAIN RUNNER CROSS RUNNER SUCH A MANNER THAT MANUFACTURED STRUTS: �pERMPN THEY CAN SUPPORT A 34 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 C,ZgS No. Q 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 THE BUILDING DIVISION FOR REVIEW. 2021 A 3" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE SUPPORTED INDEPENDENTLY OF THE CEILING. THAN 200 POUNDS OR THEACTUAL LOADS, WHICHEVER PPR' w�°AjE FREE TO SLIDE UPON THE CLOSURE ANGLE IS GREATER, WITH A <10 SAFETY FACTOR OF 2. 9TF 0 F C P�\ Prototype : P4 EXTENDED- HV, SCHEME A 51CEILING WALL ATTACHMENT GENERAL CEILING NOTES SUSPENDED CEILING FRAMING SYSTEM (ESR-1222) Prototype Issue Date: 6.29.2020 N.T.S. N.T.S. N.T.S. LIGHT FIXTURES: 1A1.30 61 1A1.30 1A1.30 Design Bulletin Updates: INCLUDED ALL LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO SUSPENDED CEILING GRID SYSTEM. IN ADDITION, PROVIDE INDEPENDENT WIRE SUPPORT FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE AS FOLLOWS: Date Issued: Bulletin Number: • FIXTURE LESS THAN 10 POUNDS, PROVIDE ONE #12 GAGE WIRE (MAY BE SLACK) NOV. 2018 1 & 2 • 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: BRACING MEMBERS SHALL BE LOCATED A NOTE: PROVIDE A 1 08-07-20 1st. Bldg. Submittal 316d 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 2 LIGHT & MECHANICAL PROVIDED WITH BRACING RESTRAINTS FOR SYSTEM. [ASCE 7, SECTION 3 + 13.5.6.2.2 FIXTURES AT OPPOSING HORIZONTAL FORCES. CABLE TRAYS AND 4 + + CORNERS ALONG THE ELECTRICAL CONDUITS SHALL BE FIXTURE'S DIAGONAL. WIRES SUPPORTED INDEPENDENTLY OF THE 5 MAY BE SLAC CEILING. 6 2-16d FROM • BRACING WIRES MUST BE ATTACHED TO 7 LEDGER TO EA. STUD THE GRID AND TO THE STRUCTURE IN 2x4 HANG @ WHEN HEAVY—DUTY $ CEILING SYSTEMS ARE SUCH A MANNER THAT THEY CAN 2x6 BRACE 4 U `�. USED, SUPPLEMENTAL SUPPORT A DESIGN LOAD OF NOT LESS 9 AT 48" O.C. HANGERS ARE NOT THAN 200 POUNDS OR THE ACTUAL AT HANGER REQUIRED IFA OT LOADS, WHICHEVER IS GREATER, WITH A 2164 SAFETY FACTOR OF 2. FOR CLOUD 2x6 LEDGER MODULAR HANGER (SOFFIT) i IF PATTERN IS LIGHT FIXTURE 8' 0" O.C. _ _ + _ + _ _ FOLLOWED. (LESS THAN 56 LBS.) Sheet Title: ELSEWHERE + + + IN 2x4 HALER CEILING DETAILS 2x6 BRACES @ 8 O" C + 216d TO FACE MOUNTED HANGER CEILING JOIST �� H,�2x4 + .,[yI SER Date: 08.07.2020 PROVIDE MINIMUM OF 2 Project Number: RAC19024.0 2164 � Drawn By: CEILING JOIST 316d SUSPENDED SCREWS AT OPPOSITE GYP. BD. GYP. BD. CEILING GRID CORNERS OF SUPPORT WIRES, XXX/XXX 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. 81 A7.40 91A7.40 0 1 A7.40 1 A 1.30 A1 . 32 J Q H L 00