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t r n <br /> 03 <br /> CARPET OVER GYPCRETE @ t v ) <br /> LANDING SUBFLOOR ~ <br /> GA FILE NO. FC 5707 - — 2X WD TREAD, BEVELED GA FILE NO. FC 5707 III T <br /> EDGE FOR CARPET FRAMING PER STUCTURAL • co o <br /> 11" CARPET ROUNDED TO CARPET ROUNDED TO N rn LL <br /> - `O <br /> RADIUS OF 1/2" MAX., TYP. RADIUS OF 1/2" MAX., TYP. s o <br /> co <br /> PLYWOOD RISER '� =" - f Q n <br /> fJ FLOOR FINISH PER SCHEDULE * cocid <br /> °� <br /> ;; ;-�' If--ter, 1. <br /> ion 11 <br /> IrI / _ , el <br /> r 3116"THICK STEEL CAST INTO TOP OF <br /> // ---- • E D BLTY K NEDS DO CLEAR STOA2' PALED <br /> ORTO a R '?F I��� ��-�� � �—��1 EDGE ON BOTH SIDES �'' <br /> 5/8" TYPE "X" GWB AT ALL WALLSLS2 6 / WOOD STAIR TREAD a <br /> ._ , • „ BCLARKI BARNES <br /> Si <br /> AND UNDER STAIR SURFACES AT <br /> 5/8 TYPE 'X' GWB AT ENCLOSED STAIRS BLaCKENEDsrEEL 1 <br /> ENCLOSED STAIRS. / ir <br /> CLEAR;:;;::: <br /> 2X WD �CARPETOVERGCRETE @ - :� �27��/���� / <br /> FRAMING PER STUCTURAL, FLOOR FINISH PER SCHEDULE 1 3y4" 3/4" 3/4" 3/4" • <br /> 1 BOTTOM STAIR TREAD - WOOD LANDING 1 HR TOP OF STAIR @ WOOD LANDING - 1HR 4 AMENITY STAIR TREAD <br /> A5.07 , „ <br /> SCALE: 1 1/2' = 1 0 A5.07 SCALE: 1 1/2" = 1'-0" �5.07 SCALE: 6" = 1'-0" L..[� <br /> W <br /> FLOOR FINISH PER SCHEDULE J <br /> STEEL PAN TREAD AND RISER �/ 1 J W <br /> Ail" 11" C.I.P. CONC. SLAB PER STRUCT. W Q p <br /> I Or <br /> atirnalMildiliPitili*14 LIJ d < <br /> ' <br /> \ <br /> g \ -- HSS STRING PER STRUCT. b <br /> W <br /> a U %" f" <br /> r \ \ — CONNECTION PER STRUCT. \ \ 0 W <br /> I \ \ i \ > . <br /> \ / . .\ a \. \-��.—__a �` \ Et Q W <br /> \ —_— FLOOR FINISH PER SCHEDULE \ \ ti <br /> \ - 1 CV <br /> 4 <br /> ati • rm <br /> \ 1 <br /> • O <br /> N di <br /> •a <br /> ° • - ;" 'HSS STRING PER STRUCT. -- - N <br /> STEEL PAN TREAD AND RISER \ <br /> C.I.P. CONC. SLAB PER STRUCT. <br /> • 7 BOTTOM OF STAR @ CONC. LANDING En TOP OF STAIR @ CONC. LANDINGir <br /> A5.07 SCALE: 1 1/2" = 1'-0" <br /> SCALE: 1 1/2" = 1'-0i._ <br /> • <br /> 5.0� 5 # • <br /> .: <br /> • 5.07 • <br /> 4 <br /> NOTE: PROVIDE SHOP DRAWINGS 6611 <br /> PRIOR TO FABRICATION METAL TOP RAIL • <br /> REGISTERED <br /> ARCHITECT <br /> O T.O. GUARDRAIL W. scow cuw <br /> - — - — - — �,- METAL TOP RAIL STATE OF WASHINGTON <br /> e T.O. GUARDRAIL ® 1-1/2" DIAMETER 42" MIN: ABV TREAD 7/ <br /> 42" MIN. ABV TREAD HANDRAIL CO <br /> m T.O. HANDRAIL_ <br /> `r, T.O. HANDRAIL e . • <br /> • TREAD IN. ABV HANDRAIMETER DATE: <br /> NO. 01/25/21 <br /> 19-48 <br /> 34 38" MIN. ABV PERMIT NO.B2006 044 <br /> TREAD 62009-016 <br /> 7 <br /> REVISIONS: <br /> , _ 1/8" STANLESS <br /> STEEL CABLE <br /> 1/8° STANLESS - • 1. DATE DESCRIPTION <br /> pirAiss0111 STEEL CABLE :90, 2 02/19/23 PERMIT REV 2 <br /> en SQUARE METAL TOP • <br /> in MOUNT POST <br /> b / . <br /> M0101 SQUARE METAL TOP <br /> MOUNT POST <br /> Fr TREADS AND RISERS STEEL STRINGER PERSTRUCT.• <br /> ISSUE: <br /> GLULAM, STAINEDSTAIR SHORING/EX 05/08/20 <br /> TREAD. GCTOSUBMIT 1 <br /> SAMPLE FOR APPROVAL BID PROG SET 07/10 <br /> T.O. TREAD i <br /> PHASE If 08/31/20 <br /> T.O. TREAD :_ ,, — — -- GMP 09/30/20 <br /> 0T, PERMIT REV 1 01/19/21 <br /> irkj, IFC SET 01/25/21 <br /> • a (2) LAYERS TYPE "X" GWB PERMIT REV 2 02/19/21 <br /> IFC SET . 02/19/21 <br /> 4 2, PERMIT REV 3 05/26/21 <br /> i1 <br /> STAI R <br /> �' ' DETAILS <br /> 11 i <br /> II <br /> CITY OF EVERETT <br /> I REVIEWED FOR PERMIT •. <br /> SHEET NO: <br /> 5 AMENITY STAIR CABLE GUARDRAIL 6 AMENITY STAIR CABLE GUARDRAIL SECTION <br /> A5.0 SCALE 1 1/2" = 1'-0" A•0 SCALE: 1 1/2" = 1'-0" <br /> A5 . 07 - <br />