Laserfiche WebLink
NOTE: REF 1 & 2/S2.0 FOR STRUCT- <br />MOUNTED <br />iiGUARDRAIL POST BASE PLATE - PLAN <br />- NOTE: R STRUCT. <br />IN <br />NOTE: P-D <br />SIM @ GROUND FLOOR BASE PLATE 0/ EPDM SHIM <br />STAIR GUARDS @ CONIC; W/ EXPOSED GASKETED <br />COORD W/ ARCH. FASTENERS PER STRUCT <br />TOP MOUNTED 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 W/ ARCH. <br />BLKG, AS RE 'D, TO <br />MEET STRICT 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 />2" HANDRAILS GUARDRAIL <br />POSTS; REF 16/A5.5 FOR <br />WELDED INNER SLEEVE TO PIPE RAIL <br />BLKG-1 <br />ENLARGED PLANS. <br />WALL 0/ <br />�I <br />I NOTE: REF 6A/A5.5 FOR <br />SAM-1; REF <br />SIM BASF PLATE FOR <br />SPECS <br />II STRINGER MOUNTED <br />\ , <br />PLY-1 <br />II HANDRAIL & 16C/A5.5 FOR <br />'I -PIPE RAIL ENLARGED PLAN. <br />GYP�1 <br />MOUNT BRACKET, PROVIDE AS <br />MECHANICALLY FASTEN TO <br />�LKG PER <br />, <br />NEEDED TO PROPERLY SECURE <br />All PIPE RAIL <br />STRUCT <br />HANDRAIL, FQ SPACE <br />NOTE: SIM @ SID-1; <br />FILLET SLNT-2 @ SILL & EA SIDE <br />HAIRLINE SEAM, FLUSH <br />COORD W/ ARCM <br />SMOOTH & INDISCFRNABLF <br />FOR LOCATIONS. <br />F SIDING 0/ 2 LAYERS OF WR , TYP <br />( ) <br />TYPICAL HANDRAIL <br />TYPICAL <br />HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT. <br />SLEEVE - PLAN/SECTION <br />�RACKFT WALL =SECTION <br />GUARDRAIL & HANDRAIL CONNECTION <br />DETAILS <br />3" v V-0" <br />RAL_MTL_ST_PL_002 <br />M®UHT DRACKET, ����' <br />SIM TO 6D/A5.5 <br />INT STRINGER <br />BELOW; RE/RE <br />CONT TOP RAIL- <br />AR <br />BEYO1JD <br />� POST W/ 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 WALL & (E) SIDING. <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 GUAR® IL <br />CONDITIONS MAY OCCUR. <br />POST W/ BASE PLATE; REF <br />1 & 2/52.0 & 6JA5.5 <br />4. <br />REFER TO PLANS & ELEVS ON SHEETS A3.1, A3.2 & <br />A3.4 FOR All GUARDRAIL & HANDRAIL <br />(E) STAIR TREADS; RE/RE- <br />DIMENSIONS, ALIGNMENTS & NOTES. <br />W/ (N) CLOSURE PLATES; <br />REF 19IA.5 <br />5. <br />REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE DETAIL <br />(E) STAIR ANGLES; <br />RE/RE; PNT=7 <br />6. <br />REFER TO SECTION 05 52 00 - METAL RAILINGS FOR <br />ADD'L DESIGN INFO. <br />NOTE: GUARDRAIL MFR I <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 RFQ'S. <br />TOP MOUNTED POST <br />STAID STRINGFR CONNECTION <br />3. <br />REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL <br />HAN®RAIL DET S <br />GUARDRAILTYP TOP MOUNTED <br />RI <br />WALKWAY; REF 6B/A5.15 <br />GUARDRAIL A <br />r INSTALLER A <br />NEEDED <br />AIL <br />1-1/2" MIN <br />Q Q <br />(E) STAIR STRINGER, <br />RE/RE; PNT-7 <br />I L T I <br />GUARDRAIL DETAILS - SECTIONS <br />311 = 11-011 RAL_MTL_FNI_SE_002 <br />Cy1 t � F <br />Al'IN <br />__ - <br />9016 REGISTERED <br />ARCHITECT <br />I ISA CLARK MOE <br />STATE OF WASHINGTON <br />createdThe documents <br />service.Architect and its Consultants <br />of the Architect's - <br />Architect retains <br />copyright.law, statutory and other <br />reserved rights, including the <br />. <br />documents e used <br />anyoneby <br />except <br />Architect's written permission. <br />h <br />AMOUNT BRACKET, <br />TYP; SIM TO 6D/A5.5 <br />V --rl"-TOP <br />12'. <br />MOUNTED <br />PROJECT#: <br />GUARDRAIL @ INT <br />070042 <br />HANDRAIL; <br />J <br />STRINGER; REF 6A/A5.5 <br />DRAINNBY: <br />REF PLANS ON TRANSITION VFRT TO <br />HANDRAIL; TRANSITION VFRT <br />FOR POST BASE PLATE <br />AJL, DGS, HLS <br />SHEETS A3.1 & A3.2 ACCOM HEIGHT <br />TO ACCOM HEIGHT CHANGE IN <br />CHECKED BY: <br />FOR ALIGNMENT CHANGE IN STAIR, AS <br />STAIR, AS NEEDED & PER CODE <br />NOTE: PROVIDE RAIL @ <br />FASTENER <br />NEEDED & PER CODE <br />CONDITIONS WHERE <br />NOTES: <br />(N) STRINGER RIN�FR <br />REF 16F/A5.4 5 <br />g g <br />ICE STRUCT, <br />REVISIONS: <br />TYPICAL HANDRAIL TERMINATION <br />HANDRAIL TRANTITION @ TOP OR <br />GUARDRAIL GAP <br />EXCEEDS 4" /W <br />1, <br />GUARDRAIL INSTALLER TO VERIFY ALL <br />MOUNTED <br />ADD BLKG TO <br />FULLY SUPPORT <br />TYP;PRE <br />10®16-2020 PERMIT SET <br />BOTTOM ®F INTERIOR STRINGERS PLAN <br />� �0TT0M OF INTERIOR STRINGFR v PLAN <br />® <br />STRINGER GUARDRAIL <br />CONDITIONS, WHERE VARIATIONS OCCUR, <br />GUARDRAIL <br />MTL 25 <br />DRILL HOLES <br />WALKWAY GUARDRAIL. <br />CONSULT ARCH FOR DESIGN IMPLICATIONS <br />STANCHION & <br />INSTALL <br />DIRECTION. <br />BASE; INSTALL FPDM SKIM, <br />2 REF 17C/A5,3, ADD BLKG <br />93 SET IN <br />FASTENERS IN <br />BELOW MTL CUT FLUSH W/ <br />TO FULLY SUPPORT MTL <br />SLNT-2, LAP <br />SLNT-2 <br />BLDGDEPT: <br />2. <br />PROVIDE WELDED END CAPS ALL <br />22; REF BASE PLATE <br />22 TOP OF STRINGER; <br />UNDER MTL <br />LANDING EDGE BELOW <br />HANDRAIL END CONDITIONS. <br />6A/A5.5 <br />SIM MTL 24 <br />25 <br />(N) STRINGER <br />z <br />HANDRAIL; TOP & WALL <br />WALL <br />�----�.- <br />- - - - - r �----- i` <br />MOUNTED <br />MOUNTED; REF 6A/A5.5 FOR SIM <br />3. <br />DETAILS SHOWN ARE P. VARIATIONS <br />I I <br />HANDRAIL <br />POST BASE PLATE, REF 6D/A5.5 <br />SIMILAR CONDITIONS MAY OCCUR, <br />I <br />FASTENER <br />I I I II <br />BASE; INSTALL <br />FOR WALL MOUNT RACKET <br />- - - - <br />PER STRUCT, <br />BELOW MTL <br />SECTION; MOUNT TO WALL AS <br />4. <br />REFER TO PLANS ELEVS ON SHEETS A3.1, <br />TYP; PRE <br />' <br />\ <br />25; REF <br />RFQ'® TO MEET C0®F <br />A3.2 & A3.4 FOR ADD'L GUARDRAIL <br />®RILL HOLES <br />\ <br />\ <br />6A/A5.5 FOR <br />HANDRAIL DIMENSIONS ALIGNMENTS <br />, 1C I <br />\ <br />.SIM POST BASE <br />DATE: <br />a a (F) STAIR TREAD & STRINGER <br />FLOW; RE/RE <br />MOUNT BRACKETJ <br />NOTES <br />INSTALL <br />FASTENERS IN <br />, A5.4 <br />\ <br />\ <br />PLATE <br />10-16-2020 <br />SHEET TITLE: <br />PYTICAL <br />----STRINGER <br />WALL; REF 6D/A5.5 <br />5. <br />REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE <br />SLNT-2 <br />MOUNT PLATE; REF <br />FOR SECTION <br />DETAIL. <br />I ' <br />GUARDRAIL & <br />(E) STAIR TREAD <br />AI <br />(E) STAIR _ <br />- - <br />- <br />- \ <br />A5.4 WALL <br />STRINGER BELOW; RE/RE F <br />6. <br />REFER TO SECTION 05 52 00 - METAL <br />STRINGER - <br />- <br />HANDRAIL <br />RAILINGS FOR ADD'L DESIGN INFO. <br />TREAD, RE/RE _- - <br />I ' <br />EPDM SHIM, <br />TYPICAL HANDRAIL TERMINATION <br />@ WALL @ TOP OF STRINGER - PLAN <br />1-1/2" = V-0" <br />RAL_MTL_ST_PL_001 <br />311 - 1 1-011 <br />RAL_MTL_TM_MU_001 & TREAD ANGLES. <br />