Laserfiche WebLink
TWO(2)NO.12GAUGEWIRESMUSTBESECURED FROM LIGHT & MECHANICALFIXTURES AT OPPOSING CORNERSALONG THE FIXTURE'S DIAGONAL.WIRES MAY BE SLACK.NOTE:FOUR NO. 12 GAUGE WIRES MUST BESECURED TO THE MAIN RUNNER WITHIN 2"OF THE CROSS RUNNER INTERSECTIONAND SPLAYED 90 DEGREES FROM EACHOTHERATANANGLENOTEXCEEDING45DEGREES FROM THE PLANE OF THECEILING. (MAY BE SLACK)LATERAL FORCE BRACING MEMBERS MUST BESPACED A MIN OF 6" FROM ALL HORIZONTALPIPING OR DUCT WORK THAT IS NOT PROVIDEDW/ BRACING RESTRAINTS FOR HORIZ FORCES.BRACING WIRES MUST BE ATTACHED TO THEGRID & TO THE STRUCTURE IN SUCH A MANNERTHAT THEY CAN SUPPORT A DESIGN LOAD OFNOT LESS THAN 200 POUNDS OR THE ACTUALLOAD, WHICHEVER IS GREATER, WITH A SAFETYFACTOR OF 2.PROVIDE MINIMUM OF 2 SCREWS ATOPPOSITE CORNERS OF SUPPORTWIRES, OR SCREW ON T-BARSAFETY CLIPS AT SIDES OR ENDS.NOTE:PROVIDE EARTHQUAKECLIPS & WIRES AS REQ'D.LIGHT FIXTURE(LESS THAN 56 LBS)SUSPENDEDCEILING GRID3" MAXNO. 12 GAUGEWIRES WITHIN 3" OFALL 4 CORNERS.8GAHANGERWIRETOSTRUCTURE ABOVE @ 4'-0"OC NW/4 WIRES SPLAYED 90deg IN 4 DIRECTIONS (45°MAX FROM CEILING PLANE)NOTE:VERIFY ASSEMBLY WITH TRUSSMFG WHERE 1 HR ASSEMBLY ISREQ'D20 GAUGEFURRINGCHANNEL @24" OCTYPE "S" SCREW@8"OC20 GAUGE WIRE1-1/2" 20 GAUGECOLD ROLLEDSTEEL @ 48" OC5/8" FIRE-RATEDGYP, ALL EDGESSUPPORTED2'-0"MAXPENDANT LIGHT FIXTURE ORSIMILAR PENETRATIONPENDANT LIGHT FIXTURESUPPORT OR SIMILARSUPPORT1/2" GYP BDGC TO PROVIDE 2" MINPLASTIC GROMMETNOTES:SHIM AS NEEDEDMAIN RUNNER @ 4'-0" O.C.MAXIMUM LENGTH12'-0"18'-0"11'-6"15'-0"COMPRESSION STRUT SIZEVERTICAL STRUT @ 12" O.C. MAX.EACH WAY NW/ FIRST POINT TOBE WITHIN 8" FROM EACH WALLFASTENER TO MAIN RUNNER &STRUCTURE ABOVE WITH 1/4"MACHINE BOLTS. SEE NOTE 4.1. ALL 24"X48" CEILING LIGHT FIXTURES & 24"X24" HVAC AIR REGISTERS SHALL BESUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILINGSYSTEM SHALL NOT SUPPORT OTHER ITEMS.2. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED TO CLASS IIIFLAME SPREAD.3. 45 DEGREE BRACE WIRES & COMPRESSION STUDS ARE TO BE PROVIDEDONLY IF REQUIRED BY LOCAL BUILDING DEPARTMENT.4. COMPRESSION STRUTS : STEEL SECTION ATTACH TO MAIN RUNNERS WITH1/4" MACHINE BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVENSTUD. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE.5. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSSRUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT ANANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING.6. CLOSURE ANGLE SHALL BE A MINIMUM OF 2".7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOTLESS THAN 2" IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THECEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END INEACH HORIZONTAL DIRECTION SHALL HAVE A 0.75" CLEARANCE FROM THE WALLAND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.CROSS TEE @ 2'-0" O.C.OR 1'-0" O.C. AS SHOWN12 GA BRACING WIRE @ 48" O.C.EA. WAY TO BE ATTACHED @MAX OF 45 DEGREES. MIN OF 4TIGHT TURNS IN 1-1/2" @ BOTHENDS OF ALL BRACING WIRETYP.2" MAX. FROM BRACINGWIRES TO CROSS TEESCOMPRESSION STRUT GUIDELINES3/4" DIAMETER STRUT1" DIAMETER STRUTSINGLE 2 1/2" x 20 GAUGE METAL STUD (I MIN. = 0.18")BACK-TO-BACK 2 1/2" x 20 GAUGE METAL STUD SCREWEDTOGETHER @ 24" O.C.LARR #25764ICCER#122245°MAXMAX45°M A X45°MAX45°HEAVY DUTY T-BAR SYSTEMPER ASTM AC 635 & ASTM AC636. SEC 1613.1 CBC.CEILING PANELMAIN T-GRID (USGDX26,BLACK COLOR)2" MIN WALL ANGLE(INSTALLED 1/4" BELOW MAINGRID)LINE OF WALLATTACHMENT CLIPPROVIDE COMPLETEINSTALLATION AS RECOMMENDEDBY MANUFACTURER AND CODESACOUSTICAL TILECEILING ONSUSPENDEDGRID SYSTEMNO. 12 GA MINVERTICAL HANGERWIRE, SEE NOTE 3SECTION THROUGH ROOMNOTES:1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BEINSTALLEDINACCORDANCEWITHTHEPROVISIONSOFASTM C 635 AND ASTM C 636.2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OFTHE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROMEACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THEPLANE OF THE CEILING3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OFTHE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2" WIDECLOSURE ANGLE. THE OTHER END IN EACH HORIZONTALDIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL ANDSHALL REST UPON AND BE FREE TO SLIDE ON A CLOSUREANGLE.4. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK ANDTHE CEILING EXCEEDS 4", THE SPACING OF THE VERTICALHANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE MEANSOF EGRESS SERVICING THE OCCUPANT LOAD OF 30 OR MORE,AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES.5. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERDEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS,SHOW A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGHTHE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY A SWINGJOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT INALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED ATTHE TOP OF THE SPRINKLER HEAD EXTENSION. PER ASCE 7-05,SEC 13.5.6.2.2.VERTICAL STRUT @ 12" O.C. MAX. EACHWAY WITH FIRST POINT TO BE WITHIN 6"FROM EACH WALL FASTENED TO MAINRUNNER &STRUCTURE ABOVE PER ASCE-7 13.5.6.2.212 GA. VERTICALHANGER WIRE AT 4'-0"EACHWAY WITH MIN. 3 TIGHTTURNS 1-1/2" AT BOTHENDS OF WIRE (TYP.)12 GA. BRACING WIRE WITH MIN.4 TIGHT TURNS IN 1-1/2" ATBOTH ENDS OF WIRE (TYP.) ATEACH VERTICAL STRUTCROSS RUNNERSMAIN RUNNERSREFLECTED CEILING PLAN90°90°8" MAX.75" AT TWOADJACENT WALLSSEE NOTE 22"MAX6' - 0"12' - 0" OC8" MAX8" MAXMAX6' - 0"12' - 0" OCWALLS. SEE NOTE 2.75 AT TWO ADJACENTFINISH CLG HGHTNOTE 3SEE4 5 ° <br />T YP <br />4 5 °M AXTYP 45°MAX4" X 18 GA. STEEL BRACING @48" O.C. (PROVIDE CONT.BRIDGING W/ 2-#10 SCREW TOEA. BRACE WHEN BRACE ISMORE THAN 12'-0" IN LENGTH).5/8" GYP BOARD, TYP.4" X 18 GA. STEELSTUDS @ 16" OCWITH 4 - #10SCREWS TOJOISTS.(E) JOIST PER PLAN4- #10 SCREWS TOEXISTING ROOFFRAMING @ 16" O.C.MAX.SEE 1/I-1107 FORHEIGHT OF SOFFIT(E) BACKBAR WALLVARIES. SEE 1/I-1107 FOR DIMENSIONS.6"x18GA. STEEL STUDS @ 16" O.C.WITH 3-1 1/2" X 1/4 LAG SCREWS EACHTO TOP & BOTTOM CORDS OF (E) TRUSSJOISTS, TYP.4" X 20 GABLOCKING, TYP.INTERMEDIATE STEELSTUDS @ MID-SPAN,TYP.6"x18GA. STEEL JOISTS @ 16" O.C.WITH 3-#10 SCREWS TO STEELSTUDS AT EACH END, TYP.6" X 20 GABLOCKING,TYP.2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROFILE TYPE:PROJECT #:ISSUE DATE:PROGRAM MANAGER:STORE DESIGNER:CHECKED BY:PROJECT NAME:PROJECT ADDRESS:STARBUCKS COFFEECOMPANYRLEED AP:© 2017 STARBUCKS COFFEE COMPANY®111 Pacifica, Suite 280, Irvine, CA 92618P: 949.553.1117 F: 949.474.7056San FranciscoClevelandDenverIrvineARCHITECT OF RECORDARCHITECT STAMP2017MCG PROJ. MANAGER:MCG PROJ. SPECIALIST:MCG PROJECT #:THESE DRAWINGS AND SPECIFICATIONS ARECONFIDENTIAL AND SHALL REMAIN THE SOLEPROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT INTHIS WORK. THEY SHALL NOT BEREPRODUCED (IN WHOLE OR IN PART), SHAREDWITH THIRD PARTIES OR USED IN ANY MANNERON OTHER PROJECTS OR EXTENSIONS TO THISPROJECT WITHOUT THE PRIOR WRITTENCONSENT OF STARBUCKS CORPORATION.THESE DRAWINGS AND SPECIFICATIONS AREINTENDED TO EXPRESS DESIGN INTENT FOR APROTOTYPICAL STARBUCKS STORE (WHICH ISSUBJECT TO CHANGE AT ANYTIME) AND DONOT REFLECT ACTUAL SITE CONDITIONS.NEITHER PARTY SHALL HAVE ANY OBLIGATIONNOR LIABILITY TO THE OTHER (EXCEPT STATEDABOVE) UNTIL A WRITTEN AGREEMENT ISFULLY EXECUTED BY BOTH PARTIES.mcg architecture8/30/2017 5:46:43 PMJ:\2016 Projects\0-Starbucks\16514_SBX-6970_El Dorado & Fremont_Stockton_CA (NS-RELO)\02-Arch\3-CD\1-Revit Files\16514_SBX-6970_El Dorado & Fremont_Stockton.rvtI-501021295-04208/18/17ELDORADO &FREMONT510NELDORADOSTREETSTOCKTON, CA 95202SANJOAQUIN COUNTYCORE6970CH. LINM. DARMOKOCEILING DETAILSC. LEEG. MONTALVO16514Scale:3/8" = 1'-0"7CEILING LIGHT DETAILScale:1/4" = 1'-0"6GYPSUM BOARD DETAILScale:1/4" = 1'-0"4PLASTIC GROMMETScale:1/4" = 1'-0"1T-BAR CEILING DETAILScale:6" = 1'-0"5T-BAR TO WALL DETAILScale:1/8" = 1'-0"13TYPICAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORTTHISAREAINTENTIONALLYNOTUSEDTHISAREAINTENTIONALLYNOTUSEDTHISAREAINTENTIONALLYNOTUSEDScale:1" = 1'-0"2SOFFIT DETAILRevision ScheduleRev Date By Description