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-
<br />TOP MOUNTED GUARDRAIL POST
<br />PLATE 0/ E .rDM SHIM W/ WEEPS
<br />'STRINGER;
<br />THRU BOLTS PER
<br />_ -
<br />SLNT-2 IN PRE -DRILLED
<br />NOTE: PLATE DESIGN
<br />SIM I GROUND FLOOR BASE PLATE 0/ EPDM SHIM
<br />STAIR GUARDS A _ _ D
<br />.� r ::,_
<br />R D' �� - _
<br />TYPICAL fP MOUNTED
<br />_ POST BASE
<br />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/ ARCM.
<br />DLKG, AS REQ'D, TO
<br />MEET STRUCT NOTE, MOUNT BRACKET
<br />REQ'S.
<br />DIMENSIONS APPLY TO SIM
<br />1%" MIN, VARIES
<br />CONDITIONS OF
<br />PIPE IL
<br />1
<br />21i HANDRAILS GUARDRAIL
<br />POSTS; REF 16/A5.5 FOR
<br />WELDED INNER SLEEVE TO PIPE RAIL
<br />BLKG=1
<br />ENLARGED PLANS,
<br />FSIM
<br />WALL O/
<br />II
<br />NOTE: REF 6A/A5.5 FOR
<br />SAM=1; REF
<br />BASE PLATE FOR
<br />SPECS
<br />I) STRINGER MOUNTED
<br />PLY=1
<br />I HANDRAIL & 16C/A5,5 FOR
<br />II PIPE RAIL ENLARGED PLAN.
<br />GYP-1
<br />�LKG PER
<br />I MOUNT BRACKET, PROVIDE AS
<br />MECHANICALLY FASTEN TO
<br />NEEDED TO PROPERLY SECURE
<br />ADJ PIPE RAIL
<br />STRUCT
<br />HANDRAIL, EQ SPACE
<br />NOTE: SIM @ SID-1;
<br />FILLET SLNT-2 @ SILL & EA SIDE
<br />HAIRLINE SEAM; FLUSH,
<br />COORD W/ ARCH
<br />SMOOTH INDISCERNALE
<br />FOR LOCATIONS.
<br />(E) SIDING O/ 2 LAYERS OF WRY, TYP
<br />TYPICAL HANDRAIL
<br />TYPICAL
<br />HANDRAIL MOUNT NOTE. REF 7/S2.0 FOR STRUCT.
<br />��SLEEVE =PLAN/SECTION
<br />� BRACKET WALL ®SECTION
<br />GUARDRAIL & HANDRAILI
<br />IL
<br />311 = 1 1-011
<br />RAL_MTL_ST_PL-002
<br />SIM TO 6D/A5.5
<br />:NT STRINGER
<br />JILELOW; RE/RE
<br />l�s\ iLiI'm FOR .f-rN A a��flt T
<br />1
<br />TYPICAL HANDRAIL
<br />fr. WALL @ TOP OF STRINGER - PLAN
<br />GUARDRAIL t r HANDRAIL
<br />:1. TRANSITION-
<br />t�+f F
<br />r :
<br />iRAL-MTL-ST-PL-001
<br />MOW
<br />TYP PICKET
<br />CONT BOTTOM RAIL
<br />NOTES:
<br />NOTE: DETAIL APPLIES @ ALL INT
<br />STAIR STRINGERS, VIF,
<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 />STRINGED.
<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 & 2/52.0 & 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/RE, PNTm7
<br />6,
<br />REFER TO SECTION 05 52 00 - METAL RAILINGS FOR
<br />ADD'L DESIGN INFO.
<br />NOTE: GUARDRAIL MFR /
<br />INSTALLER TO VERIFY FASTENER
<br />7.
<br />SECURELY MOUNT ALL HANDRAILS TO WALLS,
<br />DIMS; COORD W/ STRUCT,
<br />GUARDRAILS OR STRINGERS IN ACCORDANCE W/
<br />CODE REQS.
<br />TOP MOUNTED POST
<br />STA! STRINGER CONNECTION
<br />3.
<br />REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL &
<br />HANDRAIL DETAILS
<br />MOUNTEDTYP TOP
<br />GUARDRAIL
<br />R -
<br />1-1/2" MIN
<br />Q Q
<br />TYPICAL STAIR
<br />�s l GUARDRAIL DETAILS - SECTIONS
<br />311 = 1 1-011
<br />RAL_MTL_FM-SE_002
<br />1, EVANS 0 211 U
<br />NO SCALE
<br />9016 REGISTERED
<br />ARCHITECT
<br />4
<br />LISA CLARK MOE
<br />STATE OF WASHINGTON
<br />The documents created by the
<br />Architect r its Consultants
<br />of the Architect's service. The
<br />Architect retains all common
<br />law, statutory and other
<br />reserved rights, including the
<br />copyright. The Architect's
<br />documents 5
<br />by anyone on any other
<br />except
<br />ilp d
<br />Architect's written permission.
<br />MAN, iff"Pol,
<br />.. .., o m�d �. .m, �om m m .>.. o. .. „e. .d.. . . _ 1-1 . . o a a.m - . . era .,�, - . - -, - - .-11 em.o. . - a o ar_-sm -
<br />GUARDRAIL TIE -BACK, ANGLES INSTALL PNT®7. GUARDRAIL HANDRAIL DETAILS,
<br />PER INSTALLER ASPERMIT
<br />NEEDED
<br />TOP MOUNTED PROJECT 4:
<br />GUARDRAIL @ INT 070042
<br />STRINGER; REF 6A/A5.5 DRAWN BY:
<br />FOR POST BASE PLATE AJL, DGS,L
<br />CHECKED BY:
<br />NOTE: PROVIDE RAIL
<br />CONDITIONS WHERE NOTES: REF 16F/A5.4 5 FASTENER 9
<br />(N) STRINGER PER STRUCT, REVISIONS:
<br />GUARDRAIL GAP MOUNTED ADD LKG TO TYP; PRE 10-16-2020 PERMIT SET
<br />EXCEEDS 4" /W 1. GUARDRAIL INSTALLER TO VERIFY ALL FULLY SUPPORT
<br />GUARDRAIL DRILL HOLES
<br />STRINGER GUARDRAIL & CONDITIONS; WHERE VARIATIONS OCCUR, MTL 25
<br />WALKWAY GUARDRAIL. CONSULT ARCH FOR DESIGN IMPLICATIONS STANCHION INSTALL
<br />EPDM SHIM,
<br />DIRECTION.
<br />SASE; INSTALL 2 REF 17C/A5,3; ADD LKG 6 SET IN FASTENERS IN 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 SASE PLATE #22 @ TOP OF STRINGER, UNDER MTL
<br />HANDRAIL END CONDITIONS. 6A/A5.5 SIM @ MTL #24 25 (N) STRINGER
<br />---------�1 �---------\ MOUNTED
<br />3. DETAILS SHOWN ARE TYP. VARIATIONS - - - - - I - - - - - HANDRAIL
<br />SIMILAR CONDITIONS MAY OCCUR. BASE; INSTALL
<br />FASTENER ( BELOW MTL
<br />4, REFER TO PLANS & ELEVS ON SLEETS A3,1, PER STRUCT, - - `� - I
<br />25, REF
<br />A3.2 & A3,4 FOR ADD'L GUARDRAIL & TYP; PRE ' 6A/A5.5 FOR
<br />HANDRAIL DIMENSIONS, ALIGNMENTS & DRILL HOLES ( I SIM POST BASE DATE:
<br />NOTES. INSTALL I A5.4 PLATE 10-16-2020
<br />FASTENERS I N I SHEET TITLE:
<br />2 �
<br />5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE SLNT-- - -
<br />DETAIL.YPICAL
<br />IR TREAD & (E) STAID--
<br />�ER BELOW; RE/RE 6. REFER TO SECTION 05 52 00 - METAL STRINGER &_
<br />RAILINGS FOR ADD'L DESIGN INFO. TREAD; RE/RE - I -
<br />EP®M SHIM,
<br />AIL, MOUNT TO W/ (N) RISER TRIM-2, PNT-6 CUT FLUSH W/
<br />�S DEQ'® TO 7. SECURELY MOUNT ALL HAN®RAII S TO WALLS, CLOSURE ( SASE PLATE
<br />,Y BODE GUAR ®RAILS OD STRINGE S IN PLATE, TYP
<br />ACCORDANCE W/ CODE RE'S, (N) OD (E) VVD (E) STAIR STRINTER
<br />BEAM PER TREAD; RE/RE W/
<br />A GUAR®RAIL SASE ELEVATION STRUCT HANDRAIL SASE ELEVATION (N) RISER CLOSURE
<br />3. REF 9,16 & 19/A5.5 FORADD'L GUARDRAIL HANDRAIL DETAILS. PLATE, TYP
<br />4NOTE: INSTALL PNT-7 I ALL -
<br />ST
<br />ANCHION
<br />.l'
<br />t
<br />BASE
<br />TOP rP DETAILS
<br />1-
<br />BUILDING TYPE:
<br />
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