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NOTE: <br /> -GC TO PROVIDE SEISMIC CLIPS @ T-BAR CEILING <br /> -SUSPENDED CEILING SYSTEM TO COMPLY <br /> W/2016 CBC SECTION 808,ASCE 7-10,ASTM C 635&C 636 12 GA. FIXTURES <br /> SUPPORT WIRE WITHIN <br /> 3"OF EACH CORNER <br /> OF LIGHT FIXTURE- <br /> 8 GA. VERTICAL HANGER WIRE WALL OR SOFFIT, SPLAY WIRES AS <br /> @ 2'-0"O.C. EACH WAY SEE FLOOR PLAN SHOWN -FASTEN TO 12 GA. FIXTURES <br /> STRUCTURE WITH 16d SUPPORT AT 4 <br /> W MAX RING SHANK NAIL WITH CORNERS OF <br /> MIN. 3 WIRE TURNS AT FIXTURE-THREE FULL <br /> EACH CONNECTION WRAPS MINIMUM <br /> YED POINT OR <br /> SPLA <br /> BRACE WIRE ©P01]STARBHCKS COFFEE COMPANY <br /> 0i 314� <br /> STARBUCKS COFFEE <br /> a5° 16GA. <br /> MAIN COMPANY <br /> MAIN RUNNER <br /> @a7'•o.c. 2401 UTAH AVENUE SOUTH <br /> `0 RECESSED SEATTLE, WASHINGTON 98134 <br /> FLUORESCENT LIGHT <br /> FIXTURE PROVIDE (206) 318-1575 <br /> POSITIVE CONNECTION THESE DRAWINGS AND SPECIFICATIONS ARE <br /> TO CEILING GRID CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> 2 PROPERTY OF STARBUCKS CORPORATION, <br /> Q CROSS TEES WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> THIS THYp NOT BE <br /> 5/8"GYP. 1 1/2"x 1 1/2"X 16 GA. REPRODUC DO(IN WHOLE ORAIN PART),SHARED <br /> o BD.,TYP. ANGLE @WALL W/# <br /> 8 S.T.S @EACH WITH THIRD PARTIES OR USED IN ANY MANNER <br /> aD ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> CROSS RUNNER, 7/8"X 20 STUD 3" AXONOMETRIC MAIN RUNNERS PROJECT WITHOUT THE PRIOR WRITTEN <br /> ED GA. FURRING CHANNELS @ CONSENT OF STARBUCKS CORPORATION. <br /> M 16"O.C. SADDLE TIED THESE DRAWINGS AND SPECIFICATIONS ARE <br /> nJ AROUND MAIN RUNNER W/ INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> u! 16 GA.WIRE PROTOTYPICAL STARBUCKS STORE(WHICH IS <br /> SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> NOT REFLECT ACTUAL SITE CONDITIONS. <br /> CD SUSP. GYP. BD. CLNG . SECTION DTL. 03 SUSPENDED FIXTURE 01 NEITHER NOR <br /> SHEOTHERAXCEPT STATE <br /> o NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> U7, SCALE: 1 1/2"=1•-0" SCALE: 1" = 1' 0` ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> cy FULLY EXECUTED BY BOTH PARTIES. <br /> t <br /> U <br /> < (3)#10 SCREWS PER LAP,TYP. NOTE: NOTE: STARBUCKS TEMPLATE VERSION 12017.05.18 <br /> -SUSPENDED CEILING SYSTEM TO COMPLY -USE HEAVY DUTY T-BAR GRID SYSTEM <br /> O W/2016 CBC SECTION 808,ASCE 7-10,ASTM C 635&C 636 -GC TO PROVIDE SEISMIC CLIPS @ T-BAR CEILING <br /> U -SUSPENDED CEILING SYSTEM TO COMPLY W/2016 CBC SECTION 808, <br /> o + 4X BLOCKING WITH COMPLY WITH I.C.B.O. REPORT NO. 1905 ASCE 7-10,ASTM C 635& C 636 • � � � <br /> M + A34 EACH END MTL. FURRING <br /> CHANNEL CLIP OR 2 <br /> w C_I 20 GA 3 5/8"MTL STUD STRANDS OF#18 GA.TIE- 8"MAX. <br /> BRACING @ 48"O.C. WIRE 3"MAX. 5858 Wilshire Blvd #200 T: 323.954.8996 <br /> E #8 GA. HCR.WIRE VERTICAL COMPRESSION Los Angeles, CA 90036 F: 323.954.8965 <br /> SECTION @CEILING (TO 6" @ 4•-0"O.C. <br /> 1/2"CLR. STRUT @ 12"O.C. www.valerloinc.com * info@valerioinc.com <br /> o ABOVE CEILING)ALONG CHANNEL <br /> C <br /> (PERPENDICULAR TO 2"MAX. FROM BRACING ARCHITECT <br /> .�U—r— TRUSS) WIRES TO CROSS TEES OFRECORD �4Al?C' <br /> (E)TRUSS Go 94t <br /> tn 12 GA. HANGER WIRE @ ,U., 2 24228 <br /> U A5 q9" 48"O.C. EA.WAY TO BE H <br /> GYP. BID FINISH �}' ATTACHED @ MAX. OF EXPIRES <br /> 7-31-1s " <br /> It EXISTING ROOF �' 45 DEGREES, MIN. OF 4 `qP <br /> 0 0 0 <br /> . . . STRUCTURE CORNER BEAD STUD WALL TIGHT TURNS IN 1 1/2"@ 0Ff'A <br /> a BOTH SIDES OF ALL <br /> CEILING TO WALLA BRACING WIRE,TYP. <br /> 00 <br /> M <br /> oI 2"COLD-ROLLED <br /> CHANNELS @ 4'-0"O.C. 8 GA. HANGER <br /> M W C. EA. WAY l/ <br /> N O.C. EA. WAV O g MAIN RUNNER @ a•-0" <br /> 7/8"X20 GA. O.C. <br /> ZI (087 F125-33) L(C <br /> 0 ° METAL FURRING CHANNEL r <br /> UI <br /> @ 24"O.C. GYP. BD. FINISH SHIM AS NEEDED Cn N <br /> 00 00 (3)#10 PER LAP,TYP. Q m <br /> N <br /> CROSS TEE @ 2' <br /> 2408 GOAC3 5/8" MTL STUD BRACING @ 1' O.C. U <br /> OR -0"O.C.AS SH SHOWN T <br /> 0 W/BENT LEG & (3)#10 SMS FRAMING INTERSECTIONS* >_ <br /> Nz <br /> I <br /> BENT LEG WITH (3)#10 SCREWS <br /> rnl \ 18 GA.TRACK WITH (2)#10 SCREWS 06O <br /> 2$^ 3/4" DIA. RIGID Q L1_I Y <br /> EACH SIDE CONDIUT VERTICAL to <br /> = z 21/2"x16 54) O Cn Q LU (� <br /> STRUT @ 8'-0"O.C. (2505725-54) NOTES: W <br /> - EA. DIRECTION 1. ALL 24"X48"CEILING LIGHT FIXTURES&24"X24"HVAC AIR REGISTERS SHALL BE SUPPORTED BY A LD O <br /> c io SUSPENDED CEILING,AS OCCURS COLD-ROLLED <br /> N CHANNEL RUNNER MINIMUM OF(2) HANGERS(9)OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER Q � � Q <br /> -O 8 GA.VERTICAL @ 4'-0"O.C. ITEMS. Z CIO <br /> n1 2. ALL INTERIOR WALL&CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. <br /> O 5/8"G.W.B.TYPE"X", BOTH SIDES,TO SUSPENSION WIRE @ U U z 0 <br /> [Y 4'-0"O.C. 3. 45 DEGREE BRACE WIRES&COMPRESSION STUDS ARE TO BE PROVIDED ONLY IF REQUIRED BY r , <br /> I MINIMUM OF 6"ABOVE CEILING.TYPE LOCAL BUILDING DEPARTMENT. W v W Q <br /> "S" DRY-WALL SCREWS @8"O.C.TO MM 0 <br /> Q VERTICAL EDGES& 12"O.C.TO RUNNERS WITH 1/4"MACHINE BOLT ANDOTO STRUCTURE W ITHH S//16"ODAIMETER P WER DRIVEN STUD. LL Ir <br /> INTERMEDIATE STUDS. STAGGER COMPRESSION STRUT SHA�"IT REPLACE HANGER WIRE. O. Q 0- � LL IY <br /> Y JOINTS 24"O.C., EACH SIDE. CtIAYc 8^MAX <br /> 7/8"X20 GA. <br /> (087F125-33) MT. STORE #: 10183 <br /> Q HANGER WIRE. HANGER WIRE. <br /> SECTION @ CEILING (TO 6"" ABOVE FURRING CHANNEL MTL. FURRING 314. <br /> 1n CEILING @ O.C. CLIP ANGLE SUPPORT ANGLE SUPPORT PROJECT #: 27237-038 <br /> METAL STUDS(PER WALL TYPE)@ 16"O.C.TO CASEWORK CONCEPT: <br /> m UNDERSIDE OF ROOF STRUCTURE.TO > ISSUE DATE: <br /> MINIMUM OF 6"ABOVE SUSPENDED CEILING OR d' // " " DESIGN MANAGER: M. MONTENEGRO <br /> LO TO UNDERSIDE OF EXISTING SOFFIT OR MAIMAIN&6' ATFACH CEILING LEEDS AP: <br /> O7 CEILING.MTL STUDS TO MEET LC.B.O.#1715P CLEARANCE 2^MAx. PANEL TO MGM 2^MAx. PROGRAM MANAGER: <br /> w OR EQ. (L.A.R.R.#25132 FROM WALL SUPPORT CHECKED BY: VALERIO <br /> U <br /> A. FREE SIDE B. ATTACHED SIDE <br /> 'o LATERAL BRACING CLUSTER 4-12 Revision Schedule <br /> tl �' GA. STL.WIRES SECURED TO MAIN <br /> 00 18 GA TRACK W/HILTI'X-U'SHOT RUNNER&SPLAYED 90 DEGREES Rev Date By Description <br /> o PINS @ 32"O.C. (1 1/4" EMBED) FROM EACH OTHER @ 45 DEGREES 05-23-18 SS 90 PERCENT CD SET <br /> (I.C.C.#2269) MAX. ABOVE HORIZ. CLUSTERS <br /> } (L.A.R.R.#2388) PLACED F-0"O.G. EA. DIRECTION &6' NOTE: 06-06-18 SS 1 ST SUBMITTAL SET <br /> MAX. OR C MIN. RESPECTIVELY LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6"FROM ALL HORIZONTAL 1 <br /> FROM EACH WALL USE#8 SELF- 2 <br /> TAPPING SCREWS TO PREVENT PIPING OR DUCT WORK 3 <br /> EXISTING CONCRETE SLAB SLIPPING OF EACH CLUSTER @ THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES <br /> RUNNER SHALL BE ATTACHED TO FHTITLE: <br /> THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOADOF NOT LESS THAN 200 LING DETAILS <br /> ISOMETRIC VIEW POUNDS OR THE ACTUAL LOAD. WHICHEVER IS GREATER,WITH A SAFETY FACTOR OF 2. <br /> ED SECTION FLOOR ' MANUFACTURER: USG INTERIORS, <br /> InSEISMIC POST SCHEDULE INC. :AS SHOWN <br /> NEW PARTITION WALL 05 SUSPENDED GYP.BD. CEILING 04 T-BAR BRACING 02 SHEET NUMBER: <br /> CSCALE: 1"= 1•-0" SCALE: 1"=200•-0" SCALE: 11/2"=1'-0" I-5030 <br /> to <br />