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2"° MIN OVERLAP <br />ONTO PLY-1 <br />zz <br />I I <br />PLY-1 O/ TAPERED ( `—PLY-1 0/ TAPERED <br />SLEEPERS I SLEEPERS <br />(E) OR (N) WD (E) O (N) WD <br />BEAM;REF ' BEAM, REF <br />SHEET A0.3 SHEET A0.3 <br />(E) S I D RE/RE 0/ I SID-1 0/ 3/3" PLY <br />2 LAYERS OF � FURRING STRIPS <br />W/ (E) SIDING WRB O/ (E) GYP \lU/ SID-1 0/ 2 LAYERS OF <br />OR GYP-1 CB WRS 0/ (E) GYP <br />OR GYP®1 <br />TYPICAL EDGE FLASHINGNOTE: REFER TO SHEETS A2.1 ® A2,3 FOR <br />ELEVATEDL LANDINGS I TYP STAIR SECTIONS & ELVS. <br />A5.4 61 <br />1 <br />0 1➢_0,➢ <br />NOTES: <br />NO SCALE <br />MEM_GEN_AS_SE_003 <br />REF 17G/A5,3 i-�2 REF 17C/A5.3 <br />T/O STRINGER <br />A RETURN WALKWAY = LN <br />® INSTALL MEM-1. (E) STRINGER; <br />RE/RE W/ EPDM <br />REF 17J/A5.3 <br />SHIM LANDING <br />Q `�? � . <br />REF 17H/A5,3; DO NOT <br />EXTEND BEHIND STRINGER <br />TYPICAL BOTTOM OF STRINGER @ WALL ® AXON <br />MEM_MTL_FL_AX_002 <br />WRB, RE/REP AS REQ'D TO ACCOM WORK, TYP <br />19 SET IN SLNTA; VINYL SIDING; RE/RE AS <br />ROUTE PLY-1 TO ( ) <br />ACCOM MTL #19 REO'D TO ACCOM WORK, P <br />WRS ISOLATION LAYER <br />I <br />MEM®1; W/ INTEGRAL I <br />FFa6, SET IN SLNTa4 PROVIDE TAPERED SHIM <br />HANDRAIL BASEPLATE LOCATIONS <br />SET IN SLNT®2, SHAPE TOo,ill I <br />ACCOM STRINGER OFFSET <br />PLY-1 0/ TAPERED FROM WALL, LAP UNDER <br />1 <br />SID-1, TYP <br />SLEEPERS <br />MTL #25 @ TOP OF <br />STRINGER LAGER <br />INSTALL R SLNT-2 UP <br />REV®5 <br />BEAM; REF SHEET <br />(E) STAIR TREAD; RE/RE W/ (N)--/ <br />TO BOTTOM OF REV-1 <br />A0,3 <br />2 LAYERS OF WRY <br />RISER CLOSURE PLATE; REF 19/A5.5 <br />I <br />NOTE; INSTALL INSECT <br />NOTE: DETAIL SIM <br />BLKG PER <br />NOTE, REF (E) STAIR STRINGER; I <br />SCREEN TO INNER <br />ARCHED OPENING, COPE <br />STRUCT OR <br />9/A5,5 FOR RE/RE, PNT-7 , <br />FLANGE OF REV®1. <br />REV-1 TO MATCH ARCH, <br />TRIM®2 FASCIA <br />STRINGER \sill/ <br />I REF 17E/A5.1 FOR REV-4 <br />RIPPED TO <br />GUARDRAIL. FILLET SLNT�2 ( <br />I TO REV-1 INTERFACE, <br />F 17E/A5.3 <br />T/O STRINGER <br />RETURN WALKWAY ® LN <br />REF 17J/A5.3 <br />REF 17G/A5.3 <br />(E) STRINGER; <br />RE/RE W/ EPDM <br />SHIM @ LANDING <br />I <br />I <br />I <br />I <br />(N) STRINGERS �J <br />BRACKET PER STRUCT TRIM®2 0/ (E) OR <br />(N) WD BEAM, <br />REF 17H/A5.3; DO NOT 19 REF A0.3 <br />EXTEND BEHIND STRING <br />LTTOM OF STRINGER WALL m LN <br />NO SCALE <br />(E) STRINGER; <br />RE/RE; <br />MODIFY BASE <br />TO ACCOM <br />SHIM <br />MEM®1 W/ EPDM <br />INTGRL SHIM <br />FF-6 <br />NOTES; <br />SID_FCP_FL_SE_005 <br />I <br />I <br />TO REV-5 TRANSITIONL -I <br />6➢➢ 1'-01➢ <br />NO SCALE <br />REF 16C & D/A5.4, REF (E) STRINGER, <br />16F & G/A5.4 FOR OPP RE/RE; MODIFY <br />STRINGER W/ MTL #21 BASE TO ACCOM <br />FILLET SLNT=2 SHIM <br />FILLET SLNT-2, <br />TOP EPDM--,,, BOTH SIDES OFSIDES <br />1, REFER TO 3/S2.0 FOR STRUCT STRINGER CONNECTION. BE MODIFIED <br />BASE PER STRUCT <br />2. ALL (E) STRINGERS TO BE RE/RE W/ PNT®7. 4➢➢ MIN <br />F <br />O <br />3, REF 16C, D, F & G/A5,4 FOR FLASHING INSTALLATIONS MTL EDGE E I o <br />BOTTOM OF STRINGERS. SADDLE — <br />I <br />REF 1 C/A5,4 19 O 0 <br />31 <br />1 <br />® 11-011 <br />MEM_GEN_DE_SE_001 <br />SID_FCP_TR_MU-001 <br />9016 REGISTERED <br />ARCHITECT <br />/ �n�I t <br />�rA <br />LISA CLARK MOE <br />STATE OF WASHINGTON <br />The documents created by the <br />Architect and its Consultants <br />for this project are instruments <br />of the Architect's service. The <br />Architect retains all common <br />lave, statutory and other <br />reserved rights, including the <br />copyright, The Architect's <br />documents shall not be used <br />by anyone on any other <br />project, except with the <br />Architect's written permission. <br />Off —001" <br />19C <br />A5.4 PROJECT #: 070042 <br />V9 REF 1 C/A5.4 DRAWN 8Y: - <br />(N) STRINGER CHECKED BY: <br />BRACKET; REF <br />X/S ; PNT®7 REVISIONS: - <br />FILLET SLNT®2 r <br />10m16-2020 PERMIT SET <br />