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© v; 5!8"TYPE'X' shoesmith <br /> UL LISTED RECESSED GYP. BD.AT BACK OF <br /> LIGHT FIXTURE 4- I CABINET <br /> C 0 X <br /> MAXIMUM ANNULAR SPACE • <br /> BETWEEN CEILING MEMBRANE -1" MIN. a r C 1 1 I l l <br /> AND LIGHT FIXTURE BOX c4 y�;f e C S a <br /> PER IBC 714.3.2 D <br /> TRUSS CHORD 2 a <br /> 1928 43rd Ave E., Ste A <br /> SEMI-RECESSED FIRE <br /> BEYOND � Seattle , WA 98112 <br /> 0 <br /> zQ EXTINGUISHER CABINET ( 2 0 6 ) 453 . 4053 <br /> shoesmithcox. com <br /> cc II i <br /> w ; 11 <br /> a_ i1 I <br /> PORTABLE FIRE EXTINGUISHER <br /> 1/8" 1/8" >, UL RATING 2A-10 BC-DRY <br /> MAX. MAX. CHEMICAL <br /> LOCATE AS SHOWN ON <br /> \ CODE PLANS <br /> — i <br /> u: <br /> u: <br /> Q <br /> 0 <br /> 'en <br /> UL LISTED LIGHT FIXTURE IN RATED LID <br /> 8 SECTION <br /> 4 FIRE EXTINGUISHER CABINET TYPICAL <br /> 1 1/2" = 1'-0" <br /> #12 GA. WIRE HANGER TO VERTICAL STRUT <br /> bethany <br /> STRUCTURE AT EACH <br /> CORNER OF FIXTURE SUPPORT WIRES @ 12'-0"O.C. DIM PER <br /> MANUF SPECS <br /> SEE ACP SWAY 12 GA SWAY SUPPORT <br /> BRACE DETAIL WIRES @ 12'-0"OC, 45 - <br /> ATTACH SLACK WIRES <br /> DIRECTLY TO FIXTURE DEGREE MAX Ir , -- skilled nursing <br /> WALLTYPE <br /> AT DIAGONAL CORNERS VERTICAL STRUT 9 GA. SUSPENSION WIRE '- \a �� PER PLANS <br /> additions <br /> SS EDGE BAR1/, <br /> DOOR PER SCHEDULE CAPABLE OF RESISTING @ 4-0"O.C. "` <br /> VERTICAL LOADS <br /> EE <br /> t f <br /> CENTER BARON DOOR OR5Hei htsDriveDOPENING,TYP. _,f' g <br /> WP MEMBRANE LINE OF FINISH FLOORING PER COLD ROLLED CHANNEL 4 Everett WA 98208 <br /> FINISH SCHEDULE,TYP. `' > IIIIII <br /> '' @ 4-0 O.C. 9.01 <br /> *fr* <br /> �P`�� 16 GA. TIE WIRE A: PLAN SECTION <br /> 9 1/2"WIDE <br /> \ - i ATTACH FIXTURE TO <br /> CEILING SUSPENSION % HAT CHANNEL x 2'-0" HIGH <br /> SYSTEM WITH POSITIVE C <br /> EQ Q RO @ 2-0"O.C. x 5" DEEP (INSIDE BOX DIMS) <br /> / /P ,� CAMP DEVICES HAVING SSA FEC. SEMI RECESSED <br /> 1/4" CAPACITY OF 100% OF FF <br /> 3 A r----1 EXTINGUISHER <br /> �1 LIGHTING FIXTURE WEIGHT 9.01Li <br /> UL RATING 2A-10 <br /> �`— IN ANY DIRECTION NOTE: <br /> BC-DRY CHEMICAL <br /> yf v�y SUSPENDED GWB CEILINGS SHALL BE INSTALLED PER IBC 2012 <br /> SECTION 2508 GYPSUM CONSTRUCTION AND 2509 GYPSUM <br /> �-o BOARD IN SHOWERS AND WATER CLOSETS. ELEVATION <br /> TILE AT DOOR LIGHT FIXTURE SUPPORT ACOUSTIC CEILING PANEL ACP CLG. SUSP. GWB CEILING BRACING FIREBethany <br /> 1" 3" = 1'-0° 11:11 NTS 11 � � EXTINGUISHER CABINET <br /> NTS 0 NTS 1 1/2"= 1'-0" of the Northwest <br /> RECESSED NO. DATE REVISION <br /> 2 LAYERS 5/8"TYPE'X'G.W.B. <br /> i\o/ -• 5/8"GWB(X),FINISH <br /> LIGHT FIXTURE <br /> PER SCHEDULE MAINTAIN FREE AIR 1 LAYER 5/8"TYPE'X'G.W.B. <br /> II BOTTOM OF RATED CEILING BOTTOM OF RATED CEILING SPACE AROUND LIGHT e01.28.2019 DOH CRS RESPONSE#1 <br /> I I tASSEMBLY ASSEMBLY FIXTURE PER MFR. <br /> BULLNOSE AT TOP OF 2x BLOCKING <br /> FIXTURE PER ELECTRICAL RECOMMENDATIONS A03.29.2019 CITY RESPONSE#1 <br /> WAINSCOT 6"C CHAFECI-RIF<:IRTRH ING 6"C-CHANNEL FURRING- PAINT <br /> /1 <br /> EXIST.WOOD STUDS PAINTEDBLACKTRUSS CHORD05.GLAZED WALL TILE&BASE BOTTOM OF RATED VARIES-SEE REFLECTED © 30 2019 CITY RESPONSE#2 <br /> SET IN BOND COATASSEMBLY CEILING PAN2" DUCT " DUCT LINER WITH BEYOND <br /> LATEX PORTLAND CEMENT �` BACK FACING TO WOOD BLACK FACING TO WOOD <br /> MORTAR BOND COAT <br /> CEMENTITIOUS BACKER -- <br /> BOARD FULL HEIGHT OF TILE - I <br /> CO 6" METAL STUDS I z <br /> CERAMIC FLOOR TILE s // M M, it <br /> SET IN BOND COAT °' t._.t a t..J u u t t _ t,_._ kit , I u u 1.7-J L <br /> 1 3/8"REINFORCED kr4 <br /> 3/4�� I PROJECT MANAGER <br /> x x�'`� MORTAR BED REVEAL A EQ. EQ. �JS <br /> _ CLG. HEIGHT CROSSPIECE BACKER ATTACHED / / CROSSPIECE BACKER ATTACHED 1'-0�� PROJECT ARCHITECT <br /> WP MEMBRANE — PER RCP TO C-CHANNELS PER MFR. REFER TO FIXTURE TO C-CHANNELS PER MFR. <br /> 11\ <br /> RECOMMENDATIONS MANUFACTURER RECOMMENDATIONS JS <br /> PROJECT TEAM MEMBERS <br /> FOR RECOMMENDED <br /> CONCRETE SLAB CORNER BEAD, TYP. ( WOOD CEILING WOOD CEILING TS <br /> � 5/8"TYPE'X'GWBCUT OUT, IN FIELD <br /> 3 r 3 C-CHANNEL- PAINT BLACK (BY SUBCONTRACTOR) CHECK <br /> ACOUSTICAL CEILING PANEL WOOD EDGE TRIM AT PERIMETER <br /> PER REFLECTED CEILING PLANS TO MATCH WOOD CEILING <br /> ARCHITECT SEAL <br /> ED <br /> 3 TILE AT WALL 14 WOOD CEILING PERIMETER 1 WOOD CEILING PERIMETER LIGHT FIXTURE IN WOOD CEILING RECESSED LIGHT FIXTURE IN RATED LID <br /> 1 1/2" 1 0 0 1 1/2"= 1 -0 6 1 1/2" = 1-0" 1 1/2"= 1'-0" 7534 <br /> REGISTERED <br /> ARCHITECT <br /> LIN( :::::::E::::::::NDSMINIMUM6 <br /> WALLTYPE PERPLANif, WALLTYPEPERPANif, WALA <br /> LTYPEPERPANif,IN SHINGLE FASHION, VERLA 'fWATERPROOFING. /\,/ -" <br /> BEYOND EDGE OF SHOWER. TILE ON BACKER BOARD, EXTENT PER INTERIOR — �` _ <br /> OPTION: LIQUID APPLIED WATERPROOFING. ELEVATIONS <br /> /' _ <br /> TRENCH DRAIN, SEE PLUMBING �� END RAIL 2" FROM DOOR <br /> MOISTURE RESISTANT GWB <br /> TILE ON h _ OR RECITE FRAME/TRIM,TYP. <br /> SEE A10.01ORTAR BED OVER FLOOR ASSEMBLY, METAL EDGING / \ —�� <br /> / 1 1/2"1 1/2" <br /> / <br /> 1"RADIUS COVE �CLR/ HANDRAIL RETURN <br /> WATER PROOF MEMBRANE / <br /> 34"AFF -� TITLE <br /> SLOPED TO DRAIN. VV ,�'�` <br /> �f SANITARY SEALANT � WALL PROTECTION CAP fi II poor. io WOOD BLOCKING INTERIOR DETAILS <br /> SLOPE 1/8" / 11 <br /> ! SHEET VINYL FLOORING `i �` /' � " <br /> I DEPRESSED SLAB PER STRUCTURAL 1 1/2 WOOD HANDRAIL �� <br /> PER FOOT OT SLOPE 1/8" PER FOOT - ~\ n %' �� WOOD HANDRAIL <br /> D ill <br /> .Ii <br /> — — BRACKETS STEEL MOUNTING _�� ti STAINLESS STEEL MOUNTING <br /> '-�� BRACKET PROJECT NO. <br /> —N ,Za �` 18.03-01 <br /> A \ PROVIDE BLOCKING,TYP. \ I DATE <br /> NOTCHED WALL PROTECTION /---- 12/21/2018 <br /> �f• TOP CAPPROJECT NETWORK PATH <br /> CONCRETE SLAB / <br /> LINE OF VERTICAL STILE BEYOND ��� \ <br /> / PLUMBER&CONTRACTOR TO COORDINATE WITH STRUCTURAL / �'` j WALL PROTECTION PANEL <br /> FOR BLOCKOUTS @ DRAIN FOR FLANGE/MEMBRANE CONNECTIONS. <br /> SECTION PLAN VIEW <br /> SHEET NUMBER <br /> (1___ WET ROOM & DRAIN - TYPICAL COVED VINYL BASE HAND RAIL <br /> / 1 1/2" = 1'-0" 9 3"= 1'-0" A9 ■ <br /> COPYRIGHT©2019 shoesmith cox architects <br />