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NOTE:SUSPENSION SYSTEM COMPONENTS SHALL BE HEAVY DUTY RATED TO WITHSTAND SEISMIC LOADS IN ACCORDANCE WITH CBC SECTION 1616A.1.20 FOR CATEGORY D.TYP2'-0"ATTACHED WALLATTACHED WALLUNATTACHED WALLUNATTACHED WALLHEAVY DUTY MAIN SUSPENSION RUNNER - SEE DETAIL - TYP.CROSS-TEE. SEE DETAIL - TYP.VERTICAL SUSPENSION WIRE -TYP. - INSTALL LATERAL SPLAY WIRE BRACING AT CEILING AREAS GREATER THAN 144 S.F. - SEE DETAILWALL ANGLE - TYP./7AD.04/7AD.04/7AD.045AD.044AD.04LIGHT FIXTURE ANCHORAGE - SEE DETAILS & - TYP./10AD.04/9AD.04VERTICAL SUPPORT:12 GAUGE WIRES 4' ON CENTER WITHIN 8" OF EACH WALL, ALONG MAIN RUNNER.HANGER WIRES TO BE WITHIN 1:6 OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED.LATERAL BRACING:12 GAUGE WIRE, 4 WIRES SECURED WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURE MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THESE 4 WIRE BRACING POINTS TO BE WITHIN 6' OF EACH WALL AND 12' O.C. IN EACH DIRECTION. FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING.MECHANICAL SERVICES:CEILING MOUNTED AIR TERMINALS WIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING RUNNERS. TERMINALS WEIGHING MORE THAN 20 POUNDS SHALL BE INSTALLED AS PER LIGHT FIXTURE.INSTALLATION OF SUSPENDED CEILING SHALL CONFORM TO CBC 803.9.1.1, CBC 1616A.1.20, ASCE 7-10 CHAPTER 13, ASTM 635, ASTM 636, ICC ES REPORT AND ASTM E580 AND MANUFACTURER'S SPECIFICATIONS.SUSPENDED CEILING GRID SYSTEMAS MANUFACTURED BY:ARMSTRONG WORLD INDUSTRIES, INC.PRELUDE XL OR EQUAL. ICC REPORT NO. ICC-ES 1308.CLASSIFICATION OF CEILING GRID IS HEAVY DUTY.MANUFACTURER'S CATALOG NUMBER - MAIN RUNNER #7301 (HD)MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER #7340 (HD)METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND FOR LAY-IN PANEL CEILINGS - SEE DETAILS & FOR CONNECTION TO STRUCTURE ABOVE45°CROSS RUNNERS @ 2'-0" O.C.45°45°COMPRESSION POST TYP. WITHIN 2" (MAX.) OF CROSS RUNNER @ GRID & PERPENDICULAR TO GRID. POST SHALL BE SPACED @ 12'-0" O.C. (MAX. EA. WAY) & WITHIN 6'-0" OF EACH SUPPORT WALL. SEE DETAILMAIN RUNNERS @ 4'-0" O.C.45°12 GA BRACING WIRES W/ MIN. (4) TIGHT TWISTS WITHIN 1-1/2" EA. END ON MAIN RUNNER.2" MAX.12 GA GALV. VERTICAL WIRES @ 4'-0" O.C. - MIN. (4) TIGHT TWISTS WITHIN 1-1/2" EA. END - TYP./3AD.04/6AD.04/8AD.04NO. 12 GA. VERTICAL HANGER WIRE W/IN TUBE -LEVEL CEILING GRID PRIOR TO SETTING TUBEUNDERSIDE OF TRUSS OR 2x BLKG.MEMBER "B" -REFER TO COMPRESSION POST SCHEDULE BELOW FOR SIZESLOT END OF EMT TO FIT OVER CEILING RUNNER. USE (2) #12-14 TEKS/3NOTE:EXTEND TUBE TIGHT TO CEILING & STRUCTURE ABOVE PRIOR TO SECURING OVERLAPPING TUBES. PROVIDE A MIN. 4" LAP BETWEEN TUBES IN FULLY EXTENDED POSITION.MAIN RUNNERCROSS RUNNER4"MEMBER "A" -REFER TO COMPRESSION POST SCHEDULE BELOW FOR SIZE1" DIA. EMT1 1/4" DIA. EMT1 1/4" DIA. EMT1 1/2" DIA. EMTMEMBER "B"MEMBER "A"MAXIMUM LENGTH6'-6"8'-6"COMPRESSION POST SCHEDULE5/32" DIA. HOLE W/ 1/8" DIA. BOLT & LOCKING NUT12 GA. SUPPORT WIRES -TYP. AT TWO CORNERS -MIN. (4) TIGHT TWISTS IN 1 1/2" @ EA. END -TYP. SEE DETAILS &RECESSED LAY-IN LIGHT FIXTURE HOUSING -S.E.D.3" MAX./9AD.04/8AD.04WALL ANGLE8 x 1 1/2" RHWS INTO STUD OR BLOCK'G @ 32" O.C.ACOUSTICAL CLG. PANELSEISMIC RESTRAINT CLIPSCREW FASTENERTIGHT TO MAINRUNNER/ CROSS-TEEMETAL MAIN RUNNER OR CROSS TEE WITH POSITIVE CONNECTION @ 2 INTERSECTING WALLSWALL FINISH PER SCHEDULENOTE:SEISMIC CATEGORY 'D'12 GA STEEL CLG. SUSPENSION WIRE THRU HOLE IN TEE WEB w/4 TIGHT TWISTS WITHIN 1 1/2"BASIS OF DESIGN:ARMSTRONG SEISMIC RX SUSPENSION SYSTEM, ICC REPORT ESR-1308 w/ BERC 2ISOMETRIC VIEW7/8"TEE WHICHEVER IS LESS8" MAX. OR 1/4 LENGTH OF ENDMETAL WALL ANGLE8 x 1 1/2" RHWS INTO STUD OR BLOCK'G @ 32" O.C.ACOUSTICAL CLG. PANELISOMETRIC VIEW12 GA STEEL CLG. SUSPENSION WIRE THRU HOLE IN TEE WEB w/4 TIGHT TWISTS WITHIN 1 1/2"METAL MAIN RUNNER OR CROSS-TEE. NO CONNECTION TO WALL ANGLE3/8" MIN.3/4" MAX.7/8"TEE WHICHEVER IS LESS8" MAX. OR 1/4 LENGTH OF ENDWALL FINISH PER SCHEDULEDIM. IS REQR'D BY ASCE 07-10. SEC 13.5.6.2.2NOTE:SEISMIC CATEGORY 'D'BASIS OF DESIGN:ARMSTRONG SEISMIC RX SUSPENSION SYSTEM, ICC REPORT ESR-1308 w/ BERC 2FLEX CONDUIT & CONDUCTORS WITH ALL NECESSARY FITTINGS TO OUTLET BOX -S.E.D.(2) #12 GA. STEEL HANGER WIRES AT TWO OPPOSITE CORNERS. MAKE (4) TIGHT TWISTS WITHIN 1 1/2"METAL LATERAL TIE CLIP AT EACHCORNER (SEE SPECIFICATIONS)#12 GA STEEL HANGER WIRES WITHIN 3" OF EACH CORNER OF FIXTURE THRU RUNNER WITH 4 TWISTS WITHIN 1 1/2"METAL MAIN RUNNER OR CROSS TEEACOUSTICAL PANELRECESSED LIGHT FIXTURE -S.E.D.PROVIDE #12 x 1" TEK SCREW AT TWO OPPOSITE CORNERS THRU GRID MAIN RUNNERS INTO THE LIGHT FIXTURECONT. GSM SOFFIT VENT (5 SQ. IN /LINEAR FOOT). PROVIDE REMOVEABLE PAPER PULL STRIP TO PROTECT HOLES DURING PLASTER WORK & PAINTING.#10 x 1 1/2" FHWS2X SOFFIT FRAMING - S.S.D.3"OUTSIDE CORNER TRIM - COLOR TO MATCH MTL. SOFFIT PANELWD. BEAM - S.S.D.24 GA. MTL. SOFFIT PANEL W/ NEOPRENE CLOSURE -COLOR TO BE SELECTED BY ARCHITECTMTL. WD. HANGER -S.S.D.PANEL FASTENER1-1/2" HAT CHANNELSRIVIT @ 12" O.C. TYP.CONT. BEAD OF NON-SKINNING BUTYL TAPEPLYWD. SHEATHING -S.S.D.S.F. WINDOW SYSTEM - REFER TO STOREFRONT SCHEDULEMTL. PANEL TRIM -COLOR TO MATCH MTL. SOFFIT PANELWD. BEAM - S.S.D.24 GA. MTL. SOFFIT PANEL -COLOR TO BE SELECTED BY ARCHITECT1-1/2" MTL. HAT CHANNEL2X SOFFIT FRAMING - S.S.D.R-19 BATT INSUL. - TYP.SUSPENDED A.C.T. -WHERE OCCURS -REFER TO RCPSOFFIT HT.SEE RCPA35 FRAMING ANGLE W/ 8D 1 1/2" NAILS -TYP.2x BLK'G AS OCCURSSTEEL STRAP 2" WIDE X 4" LONG X 12 GA. -MIN. -TYP. -SEE DETAIL12 GA. BRACING WIRE W/ MIN. (4) TIGHT TWISTS WITHIN 1-1/2" EA. END OF WIRE -TYP.12 GA. VERTICAL HANGER WIRE (8 GA. @ SUSP. GYP. BD. CLG. CONDITIONS) @ 48" O.C. EA. WAYMIN. (4) TIGHT TWISTS OF WIRE W/ WITHIN 1-1/2" EA. END OF WIRE45°TRUSS FRAMING S.S.D.2x BLK'G2x DIAGONAL BRACING AS OCCURS(3) 16d NAILS /6AD.043"W X 4"L X 12 GA. STEEL STRAP BENT TO ALIGN WITH WIREMIN. (4) TIGHT TWISTS WITHIN 1-1/2" @ BOTH ENDS#12 BRACING WIRE(2) #10 x 1-1/2" WOOD SCREWSROOF TRUSS CHORD.WOOD TRUSS -S.S.D.CLIP W/ (2) #10 WOOD SCREWSSTRAIGHT STRAP TO BOTT.ROOF HATCH, "BILCO" W/ LADDER-UP POLEROOF FRAMING -S.S.D. BRACKET SUPPORT 4X6 WD. BLKG. SPANNING MIN. OF (2) STUD SPACED EA. SIDE OF LADDERPRIME & PAINT ALL EXPOSED STEELWALL BRACKETS (3) PAIR PER LADDER -EQ. SPACED3/4" DIA. DEFORMED STL. RUNGS @ 12" O.C. -16" MIN. USABLE LENGTH AND BE CAPABLE OF SUPPORTING A 300 LB. LOAD -EXTEND THRU STRINGERS AND WELD5/8" GYP. BD.2 1/2"X3/8" STEEL STRINGERS SPACED 1'-6" O.C.FIN. FLR.ROOF TRUSS -REFER TO STRUCTURAL DWGS.4x SOLID BLOCKINGMIN.6"AD.0428AD.0429AD.0429METAL ACCESS LADDER TO BE INSTALLED TO MEET ALL REQUIREMENTS SPECIFIED BY 2019 CMC 304.3.1.12 42" MIN.BIL-GUARD 2.0 SAFETY RAILING SYSTEM - INSTALL PER MANUF. SPECIFICATIONS (3) SIDES @ GYMNASIUM ROOF HATCH ONLYBILCO TYPE-S ACCESS HATCH2ROOF HATCHINTEGRAL CURB BY HATCH MFR.ROOF HATCH w/ LADDER -UP POLE, INTEGRAL COUNTER-FLASHING ROOFING MEMBRANEPLYWD. SHTG. - S.S.D.ROOF TRUSS OR ROOF FRAMING - S.S.D.G.S.M. FLASHING o/ (1) LAYER BITHUTENE - ALL SIDESNON-CURING MASTIC TAPE - ALL EDGESSELF-TAPPING SCREW W/ NEOPRENE WASHER4" CANT STRIP -ALL SIDES4" MIN.RIGID INSULATIONSHAPED 4x6 RIM NAILER AS NEEDED w/ (2) 3/8" DIA. LAG BOLT EA. SIDE +/- 6" FROM EA. CORNER2 1/2"1 1/4"1 1/2"1 1/2"3/8"NOTE:BRACKETS: 6-1/2"x2-1/2"x3/8" BENT STL. PLATE -2 REQ'D (GROUND SMOOTH ALL WELDS)3/8"WOOD ATTACHMENT:GALV. 3/4" DIA. x 4" LAG SCREW INTO 4x6 FLAT BLK'G. ATTACH BLK'G W/ A35 TOP & BOT. EA. END2 1/2"4"1 1/4"3/4"3/8"1/2" DIA SST HILTIKBTZ 3-1/2" MIN. EMBED1 1/4"3/8"NOTE:BRACKETS: 6-1/2"x2-1/2"x3/8" BENT STL. PLATE -2 REQ'D (GROUND SMOOTH ALL WELDS)2X STUD SOFFIT FRAMING -TYP. -S.S.D.MTL. CORNER BEAD -TYP.WD. STUD PARTITION -REFER TO FLOOR PLAN FOR SIZE2X JOIST @16" O.C. -TYP.2X WD. BLKG. -TYP.5/8" GYP. BD. -TYP.BATT INSUL. -REFER TO WALL TYPE SCHEDULE FOR R-VALUESEE R.C.P.SEE R.C.P.WD. ROOF TRUSS -TYP. -S.S.D.CONC. SLAB - S.S.D.THRESHOLD SADDLE - SCREW DOWN & SET IN MASTICSTEEL SECTIONAL DOOR - REFER TO DOOR SCHED.WOOD SPORTS FLOORING -INSTALL PER MANUF. REQ.S.S.D.M10' -0"F.S.8"MANUF.PERMTL. ATTIC ACCESS DOOR & FRAME24 GA. GSM FLASHING (@ HEAD COND.) -SEE DETAIL2X WOOD STUDS -S.S.D.PLYWD. SHEATHING -S.S.D.4X6 WD. HEADER (@ HEAD COND.) -S.S.D.SEALANT (@ HEAD COND.)SINGLE-PLY ROOF MEMBRANESEALANT/26AD.03MIN.9"MTL. ATTIC ACCESS DOOR & FRAMESINGLE-PLY ROOF MEMBRANET.O.F.S.S.D.WD. ROOF TRUSS OR 2X ROOF FRAMING - S.S.D.TAPERED RIGID INSULATIONROOF SHEATHING -S.S.D.KRAFT FACED BATT-INSUL.2X6 CRIPPLES @ 16 O.C.CLEAR UNOBSTRUCTED 30"X30" ACCESS FROM ATTIC ACCESS OPENING TO MECHANICAL WELL ACCESS DOOR MUST BE VOID OF ALL PIPES, DUCTS AND FRAMING MEMBERSELEC. OUTLET & LIGHT FIXTURE PER 2019 CMC 304.2CATWALK30"X30" ACCESS DOORMIN.30"X30" 20' MAX.LIGHT SWITCHMIN.2'-6"HVACMETAL ACCESS LADDER, PRE-FINISHED. INSTALLED TO MEET ALL REQUIREMENTS SPECIFIED BY 2019 CMC 304.3.1.1CEILING - REFER TO REFLECTED CEILING PLANFALIOFCSeptember 2021SS T A TEERIILCWCENH OC28388AIRNL EWOITARCHEDAILLIMECT Checked By:Drawn By:Project No.:LDA Partners, Inc.Designers & Architects222 Central CourtStockton, CA 95204209.943.0405www.ldapartners.comClient:Project:Architect:450 COMMERCE COURT,MANTECA, CA. 953366/3/2021 5:07:40 PMDETAILSAD.04DVEW727-01-18PERMIT SUBMITTAL #206/02/2021MACHADO SPORTS PARK1020 MARSH CREEKEBMA INVESTMENTSMANTECA, CA 953361/4" = 1'-0"AD.041TYP. SUSP. ACOUST. PANEL CEILING1/2" = 1'-0"AD.047SUSPENDED CEILING T-BAR GRID1" = 1'-0"AD.043COMPRESSION POST1/2" = 1'-0"AD.0410LIGHT FIXTURE ANCHORAGE16" = 1'-0"AD.045SUSP. CLG. ATTACHED WALL ANGLE6" = 1'-0"AD.044SUSP. CLG. 'FLOAT' WALL ANGLE6" = 1'-0"AD.049LIGHT FIXTURE SUSPENSION3" = 1'-0"AD.0416METAL CORNER TRIM AT M.P. SOFFIT3" = 1'-0"AD.0411METAL PANEL SOFFIT AT S.F.1 1/2" = 1'-0"AD.048ACOUST. CEILING DIAG. BRACE3" = 1'-0"AD.046T-BAR SPLAY BRACE1/2" = 1'-0"AD.0427ROOF ACCESS STEEL LADDER3" = 1'-0"AD.0428ROOF HATCH3" = 1'-0"AD.0429STEEL LADDER WALL ANCHOR3" = 1'-0"AD.0430STEEL LADDER FLOOR ANCHOR1" = 1'-0"AD.0412GYP. BD. WOOD SOFFIT13" = 1'-0"AD.0415SLAB TO WD. FLOOR @ GARAGE DOOR3" = 1'-0"AD.0413ATTIC ACCESS DR. HEAD/JAMB @ S.P.R.3" = 1'-0"AD.0414ATTIC ACCESS DOOR SILL AT S.P.R.No. Description Date By1 PLAN CHECK #1 05-05-2021DV2 PLAN CHECK #2 06-02-2021DV1/4" = 1'-0"AD.0425ACCESS TO MECHANICAL WELL25/18/2021, 8:35:15 AM21-0396Roseville Submittals6/8/2021, 1:58:25 PM21-0396LUMEN ARCEO