|
1,30._
<br />60
<br />TOP MOUNTED GUARDRAIL POST BASE
<br />PLATE 0/ PWEEPS
<br />BRACKET & TOP OF STRINGER; REF X/SXX
<br />THRU BOLTS R
<br />STRUCT, TYP; INSTALL
<br />SLNT-2 IN PRE -DRILLED HOLES
<br />TYPICAL TOP MOUNTED
<br />GUARDRAIL P®ST BASF PLATE � PLAN
<br />PLATE DESIGN
<br />SIM @ GROUND FLOOR BASE PLATE 0/ EPDM SHIM
<br />STAIR GUARDS @ CONC; W/ EXPOSED GASKETED
<br />COORD W/ ARCH. FASTENERS PER STRUCT
<br />TOP=fT!OUNTED GUARDRAIL
<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 VV/ ARCM.
<br />BLKG, AS RFQ°D, TO
<br />MEET STRUCT NOTE. MOUNT BRACKET &
<br />REQ'S.
<br />DIMENSIONS APPLY TO SIM
<br />1/Z" MIN, VARIES
<br />CONDITIONS OF
<br />PIPE FAIL
<br />1
<br />21' HANDRAILS GUARDRAIL
<br />POSTS; REF 16/A5,5 FOR
<br />WELDED INNER SLEEVE TO PIPE RAIL
<br />BLKG-1
<br />ENLARGED PLANS,
<br />WALL O/
<br />�I
<br />I z
<br />( NOTE: REF 6A/A5.5 FOR
<br />SAM®1; REF
<br />SIM BASE PLATE FOR
<br />if
<br />SPECS
<br />'I `' STRINGER MOUNTED
<br />PLY=1
<br />HANDRAIL & 16C/A5.5 FOR
<br />PIPE RAIL ENLARGED PLAN.
<br />GYP=1
<br />BLKG PER
<br />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 LNT-2 @ SILL & EA SIDE
<br />HAIRLINE SEAM, FLUSH,
<br />COORD UV/ ARCH
<br />SMOOTH INDISCERNABLF
<br />FOR LOCATIONS,
<br />(E) SIDING ®/ 2 LAYERS OF VVRB, TYP
<br />TYPICAL HANDRAIL
<br />TYPICAL HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT.
<br />SLEEVE - PLAN/SECTION
<br />�RAOKET MALL SECTION
<br />GUARDRAILIL CONNECTION
<br />DETAILS
<br />311 = 1 1-011
<br />s
<br />TYPICAL HANDRAIL TERMINATION
<br />1-1/2" = V-0"
<br />RAL_MTL_ST_PL_002
<br />RAL_MTL_ST_PL_001
<br />MOUN I BINACK�T, ��lr�,
<br />SIM TO 6D/A5.5
<br />- STRINGER
<br />RE/RE
<br />6-
<br />TO ACCOM HEIGHT CHANGE IN
<br />STAIR, AS NEEDED & PER CODE
<br />HANDRAIL OR
<br />BOTTOM OF
<br />INTERIOR
<br />R R STRINGER P..
<br />AN
<br />- t TOP MOUNTED
<br />GUARDRAIL ; RDR
<br />WALKWAY; 6B
<br />CONT TOP RAIL -
<br />GUARDRAIL POST
<br />BEYOND
<br />HANDRAIL; SIM TO
<br />6D/A5,5; REF 6C/A5.5
<br />FOR HANDRAIL
<br />SLEEVES
<br />A POST VV/ HANDRAIL
<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 MALL & (E) SLING,
<br />DESIGN IMPLICATIONS & DIRECTION.
<br />NOTE: REF 19A1A5.5 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 />VV/ (N) CLOSURE PLATES,
<br />REF 19/A5,5
<br />5.
<br />REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE DETAIL.
<br />ANGLES;
<br />(E) Sp,
<br />PNT�7T����AIR
<br />RE/RE;
<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, COOK® Val/ STRUCT.
<br />GUARDRAILS OR STRINGERS IN ACCORDANCE VV/
<br />CODE REQ'S.
<br />TOP MOUNTED LOST
<br />STAIR STRINGER CONNECTION
<br />3.
<br />REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL
<br />HANDRAIL DETAILS
<br />1-1/2" MIN
<br />a a
<br />TYPICAL STAIR
<br />-s-- GUARDRAIL DETAILS - SECTIONS
<br />1. INSTALL FASTENERS PER STRUCT,
<br />ENSURE FASTENERS DO NOT
<br />PENETRATE THROUGH SIDES OF
<br />STRINGER,
<br />2. REFER TO SHEETS A2,1 - A3.4 FOR
<br />STAIR SECTIONS, ELEVS &PLANS,
<br />W
<br />IL
<br />co
<br />0
<br />z
<br />W
<br />0
<br />M
<br />z
<br />N
<br />RAL_MTL_FM_SE_002
<br />v
<br />�901
<br />6 REGISTERED
<br />AppRCHITECT
<br />LISA CLARK MOE
<br />STATE OF WASHINGTON
<br />createdThe documents by the
<br />Architect and its Consultants
<br />for this project are ,,.
<br />of theArchitect's
<br />Architect retains
<br />- common
<br />m!.
<br />statutory other !
<br />reserved
<br />-Te4 rights, including the
<br />copyright. e Architect's
<br />documents shall not be used
<br />by anyone on
<br />project, except with the
<br />GUARDRAIL Tit -BACK, ANGLES INSTALL PNT-7. GUARDRAIL & HANDRAIL DETAILS,
<br />PER INSTALLER ASPERMIT
<br />NEEDED
<br />T®P MOUNTED
<br />GUARDRAIL @ INT
<br />STRINGER; REF 6A/A5.5
<br />FOR POST BASE PLATE
<br />NOTE: PROVIDE RAIL @
<br />FASTENER
<br />CONDITIONS WHERE NOTES: REF 16F/A5,4 5y
<br />GUARDRAIL GAP (N) STRINGER REF
<br />, ® BLKG TO PER STRUCT, REVISIONS:
<br />1, GUARDRAIL INSTALLER TO VERIFY ALL MOUNTED TYP PRE 10=16®2020 PERMIT SET
<br />EXCEEDS 4" B/W FULLY SUPPORT
<br />STRINGER GUARDRAIL & CONDITIONS, WHERE VARIATIONS OCCUR, GUARDRAIL DRILL HODS _
<br />WALKWAY GUARDRAIL. CONSULT ARCH FOR DESIGN IMPLICATIONS & STANCHION MTL 25 INSTALL s
<br />DIRECTION, BASF; INSTALL FPDM SHIM, 23 SET IN FASTENERS IN
<br />2 REF 17C/A5,3, ADD BLKG
<br />BELOW MTL SLNT-2, LAP SLNT-2 6LDGBEPT:
<br />CUT FLUSH VV/ TO FULLY SUPPORT MTL
<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 />-------�1 r�--------. MOUNTED
<br />3. DETAILS SHOWN ARE TYP, VARIATIONS - - - - - I I - - - - - I HANDRAIL
<br />SIMILAR CONDITIONS MAY OCCUR. FASTENER I I ( 11 _ BASE; INSTALL
<br />BELOW MTL
<br />I - -
<br />4. REFER TO PLANS PER STRUCT,
<br />ELEVS ON SHEETS A3,1, - _ - ® \ 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 DATE:
<br />NOTES, INSTALL PLATE
<br />10-16-2020
<br />FASTENERS IN I \ \ SHEET TITLE:
<br />5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE SENT®2 � _ -� �
<br />YPICAL
<br />DETAIL. - - - GUARDRAIL &
<br />-
<br />(E) STAIR TREAD & (E) STAIR'
<br />STRINGER BELOW; RE/RE 6. REFER TO SECTION 05 52 00 - METAL STRINGER &I - \
<br />RAILINGS FOR ADD'L DESIGN INFO, TREAD; RE/RE ( -_
<br />{ EPDM SHIM, HANDRAIL
<br />HANDRAIL; MOUNT TO W/ (N) RISEN
<br />CLOSURE TRIM-2; PNTm6 CUT FLUSH W/
<br />WALL AS REQ'D TO 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, � BASE PLATE DETAILS
<br />MEET CODE GUARDRAILS OR STRINGERS 11\1 PLATE, TYP
<br />ACCORDANCE W/ CODE REQ'S. (N) OR (E) VV® (E) STAIR STRINTER
<br />BEAM PER & TREAD; RE/RE W/
<br />A GUARDRAIL BASE ELEVATION B HANDRAIL BASF ELEVATION
<br />3. REF 9,16 19/A5.5 FOR ADD'L GUARDRAIL STRUCT (N) RISER CLOSURE
<br />PLATE,TYP
<br />HANDRAIL DETAILS,
<br />-s
<br />a .
<br />-� 'STRINGERS,BRACKETS.
<br />3� T �1�� TREAD
<br />
|