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Vi /p J _�SaJ W a 041 041 a J Q H PO BOX 1664 J Q ANACORTES, WA 98221 W Q (714) 856-1105 COOLER FREEZER K"TRJ"" RIDDLE PROJECT MNGR 041 041 KATRINAOMJCDESIGNINC.COM LANCE BROWN, AIA WOMEN MEN WOMEN MEN STAMP: ® ® ST CK Ra' R8A / F� e 0 �Fc� s r / 3-0" 619//2" 2 9g AL OV D2A DIB KITCHEN LCO E DIB o KITCHEN <31–;tA c 941/2 411 h 128 14 ® © LK Q F8A F9B M L � 6!634' Q Q 1 SERVINmri 155114 533/1 SER Q G LNG ce b SUBMITTAL MI TT A L DATE NTERBT N DA Q Q 0 PLANNING DEPT: CUSTOMER m CUTLET 2 2 42 r n 4z 42 EQ ENGINEERING:INGDET: PICK-UP S SURVEY: � ...•:.....;:... WER _ 4� 0 0 0 FSA b :•r :;r:;:;:;:;i:}: i:::'r:•'.:i:i:::: <:{{::•!:i}:•:il:}v::i{:;:;:j :}:;:;: } > ^�- L2C - :•:.:::::•:•::•:•::.;.:: .:: REVISIONS zQ 1103/4 vac r1c BPf CF ,� VN, • � 3 paw W . . . ,•; No. Description Date :B RAtf{O LZC _ 1 l N M a 14 - n 4 8 V� a ::.::.:, :::•::: DINING :•.::::.::::::: ... .:._ .::. :•::: :::: w NI�R 13 42 128 42 13 QI)INIh G Q 2681/4 El 763/4 63 < < — d ® I�,I 63 W 63 761/2 � � •'.: ;;: �t,: �Q Q �--- Z am W OPT. D2A F7A F9A 11 EQ EQ LIB " 42 Q140 3/4 63 63 J Z ix S40' 3:,z• 63 1921/2 28=4" 3-01/2" 6'71/2' a Q '+ PROPOSED CEILING LAYOUT Z ��. aV a PROPOSED SEATING PLAN W w o L SCn�. I/4 I -O Z *REFER TOA6FOR PnV1S11SCFWDTIL12 GA. VERTICAL HANGER WIRE (FN d I IN NOTES V Q (� W Es " AT 4'-0' O.C. EACH WAY (TYP.) Q J Z O LU REFFRTOME JL4Nfc4LPL,wSFORREGISTERLoCe77(n8 4 TURNS MIN. IN I. SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C 635 h ASTM C 636. W CL Z 3 `REFF•RTOFccDECORPLANSFOR PROVIDE RIGID VERTICAL REPER7OA6F10RF7ArLSriSC11F.DUI.FS 1 1/2' 71?. 2. PLEASE NOTE THAT SUSPENDED CEILING IN SEISMIC DESIGN CATEGORIES D, E & F PER ASCE 7-10 COIIAPIBTEDECOR AND F7AASy COMPRESION STRUT AT 12'-0' O.C. SHALL HAVE THE FOLLOWING: "REFER TO PCC DECOR PLANS FOR EACH WAY OF 3/4' EM.T. CONDUIT. A) A HEAVY DUTY T-BAR SHALL BE USED. ~ 0 W COA,IPLETEDECOR AtVDPBV`SFI FIRS6'-0 POINTS TO START WITHIN 45" WQ B) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2'. IN IjJ Z W 6-0' FROM EACH WALL 5 E'ti�P 03 FA EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO _JI--. 0 C 5E477NGC4P4C►1Y � �U\p THE CLOSURE ANGLE, THE OTHER END IN EACH HORIZONTAL. DIRECTION SHALL HAVE 3/4' CLEARANCE IL Q 0 0 0 12 GA. 45 DEG. SPLAY WIRE 4 • 4 • WP' G� (*A M\r11 FROM THE WALL AND SWILL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. D^DTCAP UMTgTY TOT.CAP. %OFTDT. BRACING IN PLANE OF MAIN x�uNG C) FOR CEILING AREAS, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SWILL Lu W ' m Q 0 1 PLACE 12 12 2196 LEGEND m N RUNNER. ALL WIRES ATTACHED GD BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SK41 BE APPROXIMATELY LY: (/� IL TO MAIN RUNNER. 4 DIRECTIONS. EQUAL CROSS RUNNER EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. 2 PLACE 1 2 3% AT 2'-0' O.C. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO Sp 3PLACE p p 0% - L�9 ACCENT PENDANT LIGHTING MAIN RUNNER U� UMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS p"•()~ 1)•�� AT 4'-0 O.C. i f F I/�*)D THAN 0.25 IN. FOR THE LOADS PRESCRIBED IN SECTION 13.3.1. 4PLACE 11 44 76% D) FOR CEILING AREAS EXCEEDING 2500 S.F A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION ' t2B ACCENT CAN LIGHTING HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN THE THAT BREAKS THE COUNG UP INTO AREAS NOT EXCEEDING 2500 S.F. SHALL BE PROVIDED UNLESS --;PLACE o 0 0% NEW EDITION OF THE 2013 C.B.C. SECTION 808 AND ASCE7-10 SECTION 13.3 AND 13.5.6, STRUCTURAL ANALYSIS PERFORMED BY AN ENGINEER OR ARCHITECT LICENSED BY THE STATE OF �"� 6PLACE 0 p 0% FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. CALIFORNIA OF THE CEILING BRACING SYSTEM. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES. 12c WALL WASHER TOTAL 24 SB 1Bo% PLEASE SEE ASCE 7-05 SECTION 13.5.6.2.1 HANGERS SHALL BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH (D) FOR THE ANALYSIS CRITERIA OF HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/8' BOLTS TO E) EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND JOB CAPTAIN: 2X2 LED TO REPLACE 2X4 LIGHTS RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF OTHER PENETRATIONS, SHOW A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE THE HANGER. TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1' IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY-IN PANEL CEILINGS SHALL SWING JOINT THAT CAN ACCOMMODATE I' OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS JOB NUMBER: REPLACE 2X4 LTS WITH LED IN BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODE PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. KITCHEN AND SERVICE AREAS VERTICAL WIRES TO START MAX. 8' FROM EDGES ON MAIN AND CROSS WIRES. VERTICAL F) CHANGES INN CEIUNG PLAN ELEVATION SWILL BE PROVIDED WITH POSITIVE BRACING, STRUT To BE MAX. 12" O.C. H) SUSPENDEDd NGS SHALL BE SUBJECT TO THLE TRAYS AND ELECTRICAL CONDUITS SHALL E SPECIAL NSPECTION REQUIREMENTS OF SECTION SHEET.D INDEPENDENTLY OF THE CEILING. -SOFFIT ERS) B14A 8146) NOTE: THIS DETAIL IS APPLICABLE IN SEISMIC ZONE OR WHERE REQUIRED BY LOCAL CODE 1tA1.3.9. (BY OTHERS) A - 2