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<br />The documents created by the
<br />TYP PICKET Architect and its Consultants
<br />for this project are instruments
<br />TYPICAL TOP MOUNTED TOP MOUNTED GUARDRAIL OONT BOTTOM RAIL of the Architect's service. The
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<br />-� NOTES: STAID STRINGERS, VIF. lava, statutory and other
<br />� 5 reserved rights, including the
<br />�
<br />NOTE: FASTEN HANDRAIL MOUNT NOTE.: REF 6C/A5.5 FOR 1 GUARDRAIL INSTALLER TO VERIFY ALL CONDITIONS; NOTE: REF 4/A5.4 FOR STRINGER A5.5 NO SCALE copyright. The Architects1
<br />NOTE: PROVIDE SLEEVE JOINTS ONLY AS WHERE VARIATIONS OCCUR, CONSULT ARCH FOR AGAINST WALL E SIDING. documents shall not be used
<br />NEEDED T SLKG, AS DEQTRANSITION CONT HANDRAILS BLOCKS INTO STRUCTURE; VERIFY HANDRAIL SLEEVE. DESIGN IMPLICATIONS DIRECTION. ( )
<br />`D, TO MEET STRUCT by anyone on any other
<br />DOWN STAIRS; COORD LOCATIONS W/ ARCH. NOTE: MOUNT BRACKET & NOTE: REF 19A/A5.5 FOR project, except with the
<br />REQ1 S. DIMENSIONS APPLY TO SIM 2. PROVIDE WELDED END CAPS @ ALL HANDRAIL END ELEV OF TOP MOUNT POST I I I Architect's written permission.
<br />1Y2" MIN, VARIES CONDITIONS OF CONDITIONS. STRINGER.
<br />2®� HANDRAILS GUARDRAIL
<br />PIPE RAIL 1 POSTS; REF 16/A5.5 FOR 3. DETAILS SHOWN ARE TYP. VARIATIONS SIMILAR TOP MOUNTED GUARDRAIL
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<br />WALL O/ I 1 & 2/S2.0 & 6/A5.5
<br />SAM-1 REF I NOTE: REF 6A/A5.5 FOP. 4. REFER TO PLANS ELEVS ON SLEETS A3.1, A3.2
<br />SIM BASE PLATE FOR A3.4 FOR ADD'L GUARDRAIL & HANDRAIL (E) STAIR TREADS; RE/RE
<br />SPECS 'I STRINGER MOUNTED DIMENSIONS, ALIGNMENTS & NOTES. W/ (N) CLOSURE PLATES;
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<br />BLKG PER U NEEDED TO PROPERLY SECURE 6. REFER TO SECTION 05 52 00 - METAL RAILINGS FOR
<br />ADJ PIPE IL HANDRAIL, EQ SPACE
<br />MECHANICALLY FASTEN TO STRUCT ADD'L DESIGN INFO. NOTE: GUARDRAIL MF f
<br />NOTE: SIM @ SID-1; FILET SLNT-2 @ SILL & EA SIDE INSTALLER TO VERIFY FASTENER
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<br />STRINGER; REF 6A/A5.5 DRAWN BY:
<br />FOR POST BASE PLATE AJL, DGS, L
<br />CHECKED BY:
<br />NOTE: PROVIDE RAIL @ FASTENED MFV, MNM
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<br />WHERE NOTES: R REF 16F/A5.4 5
<br />GIJARDF';AIL GAP (N) STRINGER A® LK T® ��D STRUCT, REVISIONS:
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<br />EXCEEDS 4" B/W FULLY SUPPORT DRILL HOLES -_
<br />CONDITIONS; WHERE VARIATIONS OCCUR, GUARDRAIL
<br />STRINGER GUARDRAIL STANCHION MTL #25 INSTALL
<br />WALKWAY GUARDRAIL CONSULT ARCH FOR DESIGN IMPLICATIONS -
<br />BASE; INSTALL 3 SET IN FASTENERS IN
<br />DIRECTION. EPDM SHIM, 2 REF 1 7C/A5.3; ADD DLKG BLDG DEPT:
<br />BELOW MTL CUT FLUSH W/ TO FULLY SUPPORT MTL SENT=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 />------� o--------. MOUNTED
<br />3. DETAILS SHOWN ARE TYP. VARIATIONS - - - -
<br />----- HANDRAIL
<br />SIMILAR CONDITIONS MAY OCCUR. I I I I II BASE; INSTALL
<br />FASTENER BELOW MTL
<br />4. REFER TO FLANS PER STRUCT,
<br />ELEVS ®N SHEETS A3.1, - - - -� �- - - - #25, REF
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<br />NOTES. INSTALL® A5.4 v v PLATE 1-16-2020
<br />FASTENERS IN I \ SHEET TITLE:
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<br />E11��®M SHIM, IIMy
<br />HANDRAIL; MOUNT TO W/ (N) RISER \ CUT FLUSH W/
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<br />WALL AS REQ'D TO 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, CLOSURE BASE PLATE
<br />MEET CODE GUARDRAILS OR STRINGERS IN PLATE, TYP BUILDING TYPE:
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<br />@ WALL BOTTOM OF STRINGER - PLAN REAM PER TREAD, RE/RE W/
<br />GUARD AIL BASF ELEVATION STRUCTANDRAIL SASE FLE\/ATI®N (N) RISER CLOSURE SHEET#:
<br />3e REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL
<br />HANDRAIL DETAILS. TOP MOUNTED IL/ I PLATE, TYP
<br />NOTE: INSTALL PNT-7 @ ALL (E)
<br />19 STANCHION BASE @ TOP OF STRINGERIL STRINGERS, MOUNT BRACKETS
<br />1-1/2" c V-0"
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