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TYPICAL TOP MOUNTED
<br />GUAR®RAIL POST SASE PLATE =PLAN
<br />NOTE: PROVIDE SLEEVE JOINTS ONLY AS
<br />NOTE: FASTEN HANDRAIL MOUNT NOTE: REF 6C/A5.5 FOR
<br />NEEDED TO TRANSITION CONT HANDRAILS
<br />BLOCKS INTO STRUCTURE; VERIFY HANDRAIL SLEEVE.
<br />DOWN STAIRS, COORD LOCATIONS W/ ARCH.
<br />LKG, AS REJ TO
<br />MEET STRUCT NOTE: MOUNT BRACKET
<br />REQ°S,
<br />DIMENSIONS APPLY TO SIM
<br />1%2" MIN, VARIES
<br />CONDITIONS OF
<br />PIPE RAIL
<br />1
<br />211 HANDRAILS @ GUARDRAIL
<br />POSTS; REF 16/A5.5 FOR
<br />WELDED INNER SLEEVE TO PIPE RAIL
<br />BLKG-1
<br />�I
<br />ENLARGED PLANS.
<br />WALL O/
<br />II
<br />I
<br />NOTE: REF 6A/A5,5 FOR
<br />SAM®1; REF
<br />SIM SASE PLATE FOR
<br />SPECS
<br />II
<br />`�'
<br />STRINGER MOUNTED
<br />PLY-1
<br />I
<br />HANDRAIL & 16C/A5,5 FOR
<br />I�
<br />PIPE RAIL ENLARGED PLAN.
<br />GYPA
<br />MOUNT BRACKET, PROVIDE AS
<br />MECHANICALLY FASTEN TO
<br />SLKG PER
<br />I NEEDED TO PROPERLY SECURE
<br />ADJ PIPE RAIL
<br />STRUCT
<br />HANDRAIL, EO SPACE
<br />NOTE: SIM @ SID®1;
<br />FILLET SLNT-2 @ SILL & EA SIDE
<br />HAIRLINE SEAM; FLUSH,
<br />COORD W/ ARCM
<br />SMOOTH & INDISCERNADLE
<br />FOR LOCATIONS.
<br />(E) SIDING O/ 2 LAYERS OF W, TYP
<br />TYPICAL HANDRAIL
<br />TYPICAL
<br />HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT,
<br />SLEEVE — FLAN/SECTION
<br />��� BRACKET WALL =SECTION
<br />C
<br />GUARDRAILIL CONNECTION
<br />DETAILS
<br />31' 1 1-011
<br />g` , z !: i t
<br />1-1/2"
<br />® 1 99Pji9
<br />RAL_MTL_ST_PL_002
<br />RAL_MTL_ST_PL_001
<br />OU o
<br />A P®�� W/ HAIv®FAIL
<br />TYP PICKET
<br />CONT BOTTOM RAIL
<br />NOTES:
<br />NOTE: DETAIL APPLIES @ ALL INT
<br />STAIR STRINGERS, VIE.
<br />1.
<br />GUARDRAIL INSTALLER TO VERIFY ALL CONDITIONS,
<br />NOTE, REF 4/A5.4 FOR STRINGER
<br />WHERE VARIATIONS OCCUR, CONSULT ARCH FOR
<br />AGAINST WALL (E) SIDING,
<br />DESIGN IMPLICATIONS DIRECTION.
<br />NOTE: REF 19A/A5,5 FOR
<br />2.
<br />PROVIDE WELDED END CAPS @ ALL HANDRAIL END
<br />ELEV OF TOP MOUNT POST
<br />CONDITIONS,
<br />@ STRINGER,
<br />3.
<br />DETAILS SHOWN ARE TYP. VARIATIONS & SIMILAR
<br />TOP MOUNTED GUARDRAIL
<br />CONDITIONS MAY OCCUR.
<br />POST W/ BASE PLATE; REF
<br />1 & 2/S2.0 & 6/A5,5
<br />4.
<br />REFER TO PLANS & ELEVS ON SHEETS A3,1, A3,2 &
<br />A3.4 FOR ADD'L GUARDRAIL & HANDRAIL
<br />(E) STAIR TREADS; RE/RE
<br />DIMENSIONS, ALIGNMENTS & NOTES.
<br />W/ (N) CLOSURE PLATES,
<br />REF 19/A5.5
<br />5.
<br />REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE DETAIL
<br />(E) STAIR ANGLES;
<br />RE/9 AE, PNT-/%
<br />6.
<br />REFER TO SECTION 05 52 00 a METAL RAILINGS FOR
<br />ADD'L DESIGN INFO.
<br />NOTE: GUARDRAIL MFR I
<br />INSTALLER TO VERIFY FASTENER
<br />i.
<br />SECURELY MOUNT ALL HANDRAILS TO WALLS,
<br />DIMS; COORD W/ STRUCT.
<br />GUARDRAILS OR STRINGERS IN ACCORDANCE W/
<br />CODE REJ
<br />TOP MOUNTED POST
<br />STAIR STRINGER CONNECTION
<br />3.
<br />REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL
<br />HANDRAIL DETAILS. TYPICAL I
<br />9GUARDRAIL DETAILS
<br />311 11-019
<br />GUARDRAIL GAP�e ®� (N) STRINGER
<br />1. GUARDRAIL INSTALLER TO VERIFY ALL
<br />EXCEEDS 4" B/W MOUNTED
<br />CONDITIONS, WHERE VARIATIONS OCCUR,
<br />STRINGER GUARDRAIL GUARDRAIL
<br />WALKWAY GUARDRAIL, CONSULT ARCH FOR DESIGN IMPLICATIONS &STANCHION
<br />1-1/2" MIN
<br />(E) STAIR STRINGER;
<br />RE/RE, PNT-7
<br />DIRECTION. BASE, INSTALL EPDM SHIM,
<br />BELOW MTL CUT FLUSH W/
<br />2. PROVIDE WELDED END CAPS @ ALL #22; REF SASE PLATE
<br />HANDRAIL END CONDITIONS, 6A/A5.5
<br />3. DETAILS SHOWN ARE TYP, VARIATIONS
<br />SIMILAR CONDITIONS MAY OCCUR. I
<br />FASTENER
<br />4, REFER TO PLANS & ELEVS ON SHEETS A3,1, PER STRUCT, \
<br />A3.2 & A14 FOR ADD°L GUARDRAIL & TYP; PRE
<br />HANDRAIL DIMENSIONS, ALIGNMENTS & DRILL HOLES
<br />NOTES. & INSTALL
<br />FASTENERS IN
<br />5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE SLNT-2
<br />DETAIL. — —
<br />(E) STAIR
<br />6. REFER TO SECTION 05 52 00 — METAL STRINGER &—
<br />RAILINGS FOR ADD'L DESIGN INFO, TREAD; RE/RE--
<br />W/ (N) RISER
<br />RAL_MTL_FfN_SE_002
<br />REF 16F/A5.4 '5
<br />ADD DLKG TO
<br />FULLY SUPPORT
<br />MTL #25
<br />REF 1 7C/A5,3, ADD DLKG
<br />TO FULLY SUPPORT MTL
<br />#22 @ TOP OF STRINGER;
<br />SIM @ MTL #24
<br />I
<br />r
<br />9016 REGISTERED
<br />ARCHITECT
<br />LISA CLARK MOE
<br />STATE OF WASHINGTON
<br />PROJECT 4:
<br />070042
<br />DRAWN BY:
<br />L9 DIGS, HLS
<br />BLDG DEPT:
<br />SIM POST BASE DATE:
<br />PLATE f �710-16-2020
<br />\ \ SHEET TITLETYPICAL
<br />I
<br />- -
<br />I
<br />I
<br />EPDM SHIM, a e.
<br />
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