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ANCHOR TO U-STRUT <br /> TO PREVENT UPLIFT OF CEILING FRAMING GRID ABOVE HANGER WIRE AT 4 <br /> DURING SEISMIC EVENT: 12 PERIMETER WIRE $" MAx. FEET O.C. MAX. <br /> EXTEND STRUTS TO FIT TIGHT � � � � � � # SLACK WIRES TO <br /> TO CEILING GRID AND STRUCTURE HANGERS 8" MAX FROM U-STRUT FRAMING GRID <br /> ABOVE, THEN INSTALL TWO 1/2" MIN. DIA. ELECTRIC ° ° ° ° WALL - TYP FOR MAIN 6 <br /> FASTENERS TO SECURE ONE CONDUIT STRUT AND CROSS RUNNERS +/- 10 DEG. MAX. 12 GA. HANGER WIRES TO <br /> STRUT TO THE OTHER. TUBES ' HANGER WIRE ° ° ° ° ° ° MAIN � U-STRUT FRAMING GRID. (TYP.) <br /> SHALL LAP ONE ANOTHER 4" MIN. „ 3 0 0 0 0 � #12 WIRE HANGERS C�48" RUNNER 3 5/" 20 GA. MTL <br /> 3/4 MtN. DIA. ELECTRIC q� .�P O.C. E.W. SUSPEND FROM STUDS � 16" O.C. <br /> CONDUIT STRUT STRUCTURE ABOVE <br /> a o 0 0 <br /> 45 45' <br /> CEILING BRACING C�12'-0" <br /> 0 0 0 0 o a � <br /> X10'-0" O.C. TO CORRESPOND � COMPOSITE ALUMINUM <br /> WITH U-STRUT FRAMING GRID. 2 3�4� PANEL <br /> DIAGONAL HANGER q.5° � START AT LESS THAN 6 FEET <br /> WIRES � APPROX. AIN RUNNER FROM WALL OMIT WHERE ROOM WALL SPACER BAR TO PANEL CLIP PER <br /> 45 DEG. (TYP) MAX. 45 IS 144 SF OR LESS. CONDITION PREVENT PERIMETER LIGHT FIXTURE ATTACHED TO MANUFACTURER, TYP <br /> FROM HORIZ COMPONENTS FROM SUSPENDED CEILING SYSTEM <br /> PX .� . SPREADING APART WITH (2) 1/2" SELF TAPPING Y" BACKER ROD W/ <br /> SMS, ONE AT EACH END CONT. SEALANT, TYP. <br /> �oT ENo oF coNouiT CEILI �IG EDGE �IGHT �IXTURE <br /> To F'T °''ER �EiuN� TYPICA� BRACI �IG �AY� UT 2 SEISMIC RESTRAINT 3 BRACE — DETA L TYP 4 <br /> RUNNER 1 " MIN. ROSS RUNNER „ � » CONT. FLASHING W/ � <br /> SCALE: NO SCALE 1 A285,1 A287,1 A288 A502 SCALE: 3 = 1 -0 A502 A502 SCALE: NONE 1 A285,1 A287,1 A288 A502 DRIP EDGE � <br /> SEISMIC CEILI �IG GRID RESTRAI �IT � wA�K-�N �N�T, INSTALL PER - - � � r{ <br /> SCALE: NO SCALE 1A285,1A287,1A288 A502 MANUFACTURER'S INSTRUCTION ` � < <br /> ' r WALK-IN UNIT <br /> � �._� <br /> 1 '-6" <br /> , <br /> HaRow000 WA L� D ETA I L <br /> EDGE TYP. <br /> ' ' @ WA�K — I N U �1 IT g <br /> � � ; <br /> WALL TYPE PER PLAN <br /> N ; � SCALE: 3" = 1 '-0" A110 A502 <br /> � � <br /> j' 3/4" PARTICLE BOARD RELITE TYPE PER PLAN ' � FRP WALL PANELS, WHERE <br /> �- WITH LAMINATE FINISH � ; INDICATED. <br /> PLAM-1. <br /> � � <br /> 1 /2" ; ; <br /> 3/4" PARTICLE BOARD ; ; GROUT FRAME WHERE SCHEDULED FORMED METAL LOUVER WITH BIRD <br /> � � SCREEN, INSTALL PER <br /> 2'-6" COUNTER TOP AND � � � MANUFACTURER'S INSTRUCTION <br /> N � BACKSPLASH WITH 1 1/2" 2'-6" 3/4" PARTICLE BOARD <br /> __ _ d- LAMINATE FINISH WITH LAMINATE FINISH � ^ <br /> ------- _ PLAM-2 `� N <br /> PLAM-2. � <br /> � �----� i i <br /> DOOR PULL � ' BLOCKING AS REQ'D, `y i i � � � � <br /> : HARDBOARD � 2X2 EDGE NAILER i i i i <br /> �- � BACK : nP• � i � i i i i RELITE TYPE PER PLAN � <br /> PLAM-1 FRONT DOOR . cv „ „ „ � � <br /> � : � 24 x 24 x 1 1/2 x i i i i i i FLASHING W/ DRIP -' � <br /> � � WALL TYPE 3 x 8 GA. STEEL L � � i i i i DOOR TYPE AS SCHEDULED <br /> „ i i � EDGE @ SILL CONDITION <br /> `�' : ADJUSTABLE SHELVES N PER PLAN BRAGES AT 16 O.C. i i i i i i ONLY <br /> : W/ HDWD EDGES �WB SCREW C� EA. STUD i i i i i i <br /> RESILIENT BASE (RB-1) � � i i i i <br /> d- RB-� � � <br /> DOOR CONDITION � � -�� � � � — RELITE CONDITION <br /> ALUMINUM COMPOSITE <br /> 3�� WALL PANEL <br /> CASEWOR {� SECTI0 �1 — SHARED O �FICE 13TC 5 CASEWORK SECTIO �! — CASH ROONI 1 1 S7 6 INTERIOR HEAD JAMB DETAI � 7 /� �OU�ER SILL DETAI � HEAD JAMB SIM . g <br /> SCALE: 3/4" = 1 '-0" 1A15, A370 A502 SCALE: 3/4" = 1 '-0" A370, A451 A502 SCALE: 3" = 1'-0" A350 A502 /� SCALE: 3" = 1'-0" <br /> A350 A502 <br /> 5/8" GREENBOARD GWB <br /> ° � .� ; ii ii _ <br /> DOOR, � WALL TYPE PER PLAN i i i i <br /> AS ° � � <br /> SCHEDULED ° i i i i RELITE TYPE PER PLAN WALL TYPE PER PLAN <br /> � � <br /> VINYL REDUCER STRIP � � ; FRP WALL PANELS, WHERE i i i � <br /> CENTERED UNDER CLOSED ° a � � ; INDICATED. � i i ; 1/2" <br /> DOOR. » � i � i � HOLLOW METAL FRAME, GROUT <br /> EXISTING FLOORING OR � ��2 � ' VAPOR BARRIER i i i i GROUT FRAME WHERE SCHEDULED. FRAME WHERE SCHEDULED <br /> NEW FLOOR FINISH AS EXISTING OR NEW FLOOR „ ,`� ; i i i i <br /> INDICATED. FINISN AS INDICATED. 1/2 BACKER ROD ; GROUT FRAME WHERE SCNEDULED i i i i <br /> AND SEALANT � n ; � � � � � <br /> � I I � � � � � '� N <br /> �j � � r--� <br /> O � N � I <br /> � � . � � <br /> THRESHOLD � � i i <br /> EXTERIOR i i INTERIOR WALL TYPE PER PLAN i � <br /> i i i i <br /> SHIM AND ROD W/ SEALANT i � ��2" FRP WALL PANELS, WHERE i i DOOR TYPE AS SCHEDULED <br /> BOTH SIDES, TYP. i i DOOR TYPE AS SCHEDULED INDICATED. i i <br /> i i <br /> EXISTING OR NEW FLOOR � i � <br /> , �� <br /> � FINISH AS INDICATEQ. i i <br /> ° ° � � I NTE R I 0 R H M H EAD JAM B D ETAI � � 2 <br /> a <br /> G° ° aa a <br /> a 4 <br /> ' SCALE: 3" = 1 '-0" 1A15 A50 <br /> a a <br /> e �a � � � � � � � <br /> . . . .. . � � � .� . . . <br /> O � � a ^ � a . . � . <br /> B ° ° <br /> a <br /> THRESHO �D DETAI � g EXTERlOR HEAD JAMB DETAIL � o If�TERIOR SI �� DETAI � � � O <br /> � <br /> SCALE: 3" = 1 '-0" A350 A502 SCALE: 3" = 1 '-0" A350 A502 SCALE: 3" = 1 '-0" A350 A502 � <br /> O M <br /> �- <br /> � <br /> __ _ _ .. <br /> _ _ _ DRAWN _._ DATE . _SUBTITLE - __ _ ___- �- <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPRovEo oATE ACCEPTABILITY DLR GROUP 06.18.08 0 <br /> THIS DESIGN AND/OR CHECKED DETAILS W2829162 A 01 .21 .16 0 <br /> — RECORD DRAWING 586209-00 DLR GROUP L.SEELEY 08.12.09 6oa� F;�GF�'r�.��t� SPECIFICATION IS APPROVED L. SEELEY 09.17.08 sHE�r N <br /> A 40-092 BUILDING EXPANSION W2829162 MH RW 01.21.16 � �^�C�iiT� r EN i T�T�E . <br /> BOE/A/ .r �_ APPROVED BY DEPT. DATE 40-092 BUILDING EXPANSION � <br /> W ' CHECKED A5 0 2 <br /> SC°T����°` BUILDING 40-092 <br /> STAT�Qf 1�A."�N"r' QiS APPROVED JOB N0. COMP N0. N <br /> W2829162 <br /> J <br /> aPPRovEo ARCHITECTURAL MASTER COL. N/A EVERETT, Wq °wc No. 40-092-A502 <br />