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TOP MOUNTED GUARDRAIL POST BASE <br />PLATE EPDM SHIM W1 WEEPSBIW <br />ZRACKET & TOP OF STRINGER; <br />THRU BOLTS PER STRUCT, TYP; INSTALL <br />SLILIT-2 IN P D ;= W- <br />ELEVS. NOTE. PLATE DESIGN <br />SIM @ GROUND FLOOR BASE PLATE O/ EPDM SHIM <br />(E) STRINGER; RE/RE; PNT-7 STAIR GUARDS @ GONG; W/ EXPOSED GASKETS® <br />NOTE: REF 1 2/52.0 FOR STRUCT. COORD W/ ARCH. FASTENERS PER STRUCT A POST W/ HANDRAIL <br />TYP PICKET <br />TYPICAL TOP MOUNTED TOP MOUNTED GUARDRAIL CONT BOTTOM RAIL <br />GUARDRAIL POST BASE PLATE - PLAN BASE PLATE WOOD o PLAN NOTES: NOTE: DETAIL APPLIES @ ALL INT <br />STAIR STRINGERS, VIF. <br />1. GUARDRAIL INSTALLER TO VERIFY ALL CONDITIONS; NOTE: REF 4/A5.4 FOR STRINGER <br />NOTE: PROVIDE SLEEVE JOINTS ONLY AS NOTE: FASTEN HANDRAIL MOUNT NOTE: REF 6C/A5.5 FOR WHERE VARIATIONS OCCUR, CONSULT ARCH FOR <br />NEEDED TOT NITION CONT HAN®RAILS BLOCKS INTO STRUCTURE; VERIFY HANDRAIL SLEEVE. DESIGN IMPLICATIONS DIRECTION. AGAINST WALL (E) SIDING. <br />DOWN STAIRS, COORD LOCATIONS W/ ARCH. BLKG, AS REQ'D, TO MEET STRUCT NOTE: MOUNT BRACKET & NOTE. REF 10A1A5.5 FOR <br />REQ'S. DIMENSIONS APPLY TO SIM 2. PROVIDE WELDED END CAPS @ ALL HANDRAIL END ELEV OF TOP MOUNT POST <br />1%" MIN, VARIES CONDITIONS OF CONDITIONS. @ STRINGER. <br />211 HANDRAILS GUARDRAIL - <br />PIPE RAIL 1 POSTS; REF 16/A5.5 FOR 3. DETAILS SHOWN ARE TYP. VARIATIONS & SIMILAR TOP MOUNTED GUARDRAIL <br />WELDED INNER SLEEVE TO PIPE RAIL BLKG�� ENLARGED PLANS. CONDITIONS MAY OCCUR. POST W/ BASE PLATE, REF <br />WALL ®/ IF 1 /S2.0 & 6/A5.5 <br />WALL <br />NOTE: REF 6A/A5.5 FOR 4. REFER TO PLANS ELEVS ON SHEETS A3.1, A3.2 <br />SAM®1; REF SIM BASE PLATE FOR A3.4 FOR ADD'L GUARDRAIL HAND IL (E) STAIR TREADS; RE/RE <br />SPECS STRINGER MOUNTED DIMENSIONS, ALIGNMENTS & NOTES. W/ (N) CLOSURE PLATES, <br />PLY=1 IHANDRAIL & 16C/A5.5 FOR REF 10/A5.5 <br />'I PIPE RAIL ENLARGED PLAN. 5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE DETAIL. <br />GYP-1 (E) STAIR ANGLES; <br />I <br />MOUNT BRACKET, PROVIDE AS RE/RE, PNT-7 <br />BLKG PER I NEEDED TO PROPERLY SECURE 6. REFER TO SECTION 05 52 00 - METAL RAILINGS FOR <br />MECHANICALLY FASTEN TO STRUCT ADD'L DESIGN INFO. NOTE: GUARDRAIL MF / <br />ADJ PIPE IL HANDRAIL, EQ SPACE INSTALLER TO VERIFY FASTENER <br />NOTE: SIM @ SID-1; FILLET SLNT-2 @ SILL & EA SIDE 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, DIMS, COORD W/ STRUCT. <br />HAIRLINE SEAM, FLUSH, CORD W/ ARCH <br />SMOOTH INDISCERNABLE FOR LOCATIONS. (E) SIDING O/ 2 LAYERS OF WRB, TYP GUARDRAILS R STRINGERS IN ACCORDANCE W/ <br />CODE REQ'S. TOP MOUNTED POST <br />TYPICAL HANDRAIL TYPICAL HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT. STAIR STRINGER CONNECTION <br />SLEEVE , PLAN/SECTION BRACKET WALL - SECTION 3. REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL <br />311 = 11- ail <br />RAL_MTL_ST_PL_002 <br />121 MIN WTF LI_ <br />l=i _ if 1 <br />IN <br />s <br />-dANDRAIL; & T. <br />MOUNTED;FOR SIM <br />BASE PLATE; - D A - <br />MOUNTFOR WALL MOUNT BRACKET <br />TO WALL A <br />Q' TO MEET) STAIR <br />BELOW; RE/RE <br />STRINGER - PLATE; - <br />TYPICAL HANDRAIL TERMINATION <br />CC*,y@ WALL @ TOP OF STRINGER -PLAN <br />! _. <br />BELOW;INT STRINGER <br />TYP TOP MOUNTED <br />GUARDRAIL . <br />WALKWAY; : - <br />6a <br />GUARDRAIL __ B <br />P ._ R INSTALLER AS <br />UEEDED <br />1-1/2" MIN <br />Q Q <br />HANDRAIL DETAILS. TYPICAL <br />0 IL DETAILS o SECTIONS <br />311 = 1 1-011 <br />W <br />LL <br />U) <br />(D <br />z <br />y <br />1W <br />04 <br />RAL_MTL_FM_SE_002 <br />1-1 Fly. 9- HIND " *I <br />CONDITIONS WHERE NOTES; (N) STRINGER REF 16F/A5.4 5 PER STRUCT, REVISIONS: <br />GUARDRAIL GAP MOUNTED A®® BLKG TO TYP} PRE 10�16�2020 PERMIT SET <br />EXCEEDS 4" B/W 1. GUARDRAIL INSTALLER TO VERIFY ALL FULLY SUPPORT ®RILL HOLES <br />STRINGS GUARDRAIL & CONDITIONS, WHERE VARIATIONS OCCUR, GUARDRAIL MTL 25 <br />WALKWAY GUARDRAIL. CONSULT ARCH FOR DESIGN IMPLICATIONS & STANCHION & &INSTALL <br />BASE; INSTALL 6 SET IN FASTENERS IN <br />DIRECTION. EPDM SHIM, 2 REF 17C/A5.3; ADD BLKG BLDGDEPT: <br />BELOW MTL CUT FLUSH W/ TO FULLY SUPPORT MTL SLNT-2; LAP SLNT-2 <br />2. PROVIDE WELDED END CAPS @ ALL #22; REF BASE PLATE #22 @ TOP OF STRINGER; UNDER MTL <br />HANDRAIL END CONDITIONS. 6A/A5.5 SIM @ MTL #24 25 (N) STRINGER <br />�-®®-- - - - - i` MOUNTED <br />3. DETAILS SHOWN ARE TYP. VARIATIONS - - - - - I ( HANDRAIL <br />SIMILAR CONDITIONS MAY OCCUR. I I I II BASE; INSTALL <br />FASTENER - - - BELOW MTL <br />®- - ®--� ��-- - ®® <br />4. REFER TO PLANS & ELEVS ON SHEETS A3.1, PER STRUCT, � 25; REF <br />A3.2 & A3.4 FOR ADD'L GUARDRAIL & TYP; PRE ' 6A/A5.5 FOR <br />HANDRAIL DIMENSIONS, ALIGNMENTS & ®RILL HOLES 1C ' SIM POST BASE DATE: <br />NOTES. INSTALL® I ,45.4 PLATE a <br />FASTENERS I N I � \ SHEET TITLE: <br />5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE SLNT-2 TYPICAL <br />DETAIL.GUARDRAIL & <br />s1R TREAD (E) STAIR ` - I <br />3ER BELOW; RE/RE 6. REFER TO SECTION 05 52 00 - METAL STRINGER - - <br />HANDRAIL <br />RAILINGS FOR ADD'L DESIGN INFO. TREAD; RE/RE - -- I - EPDM SHIM, <br />®....®�® `Ari roan PI_qPP / I W ■ ■ <br />9fl16 <br />I RALEGpK//4�IJSM <br />TOEERED <br />ARCHIECT <br />5{{ <br />SAWASHINGTON <br />Architect and its Consultants <br />for this project are instruments <br />of e Architect's <br />Architect- <br />reservedmon <br />law, statutory and other <br />rights, the <br />documents <br />copyright. The Architect's <br />b used <br />by anyone on any other <br />project, except with the <br />,i a egt eo <br />311 = 110011 RAL MTL_TM_MU_001 & TREAD ANGLES. <br />1-1/2" = 1 -0" <br />RAL_MTL_ST_PL_001 <br />