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TOE MOUNTED GUARDRAIL POST BASE <br />INSTALL*'LATE 0/ EPDM SHIM W1 WEEPS B/W <br />5RACKET & TOP OF STRINGER; REF X/SXX <br />THRU BOLTS PER STRUCT, TYP; <br />SL <br />ELEV. NOTE: PLATE DESIGN <br />SIM @ GROUND FLOOR SASE PLATE O/ EPDM SHIM <br />(E) STRINGER, RE/RE, PNT-7 STAR GUARDS @ CONC, V\// EXPOSED GASKETED <br />NOTE. REF 1 & 2/52.0 FOR STRUCT. <br />C®OR® W/ ARCH. FASTENERS PER STRUCT A POST �// HAN®RAIL <br />TYP PICKET <br />TYPICAL TOP MOUNTED TOP MOUNTED GUARDRAIL CONT BOTTOM RAIL <br />A GUARDRAIL POST BASE PLATE — PLAN NOTES: NOTE: DETAIL APPLIES @ ALL INT <br />STAIR STRINGERS, VIF. <br />1. GUARDRAIL INSTALLER TO VERIFY ALL CONDITIONS; NOTE: REF 4/A5.4 FOR STRINGER <br />NOTE: PROVIDE SLEEVE JOINTS ONLY AS NOTE: FASTEN HANDRAIL MOUNT NOTE: REF 6C/A5.5 FOR WHERE VARIATIONS OCCUR, CONSULT ARCH FOR <br />NEEDED TO TRANSITION C®NT HANDRAILS BLOCKS INTO STRUCTURE; VERIFY HANDRAIL SLEEVE. DESIGN IMPLICATIONS DIRECTION. AGAINST WALL (E) SIDING. <br />®OWN STAIRS, C®®R® LOCATIONS W/ ARCH. �LKG, AS REQ'D, T® MEET STRUCT <br />REQ'S. NOTE: MOUNT BRACKET & NOTE: REF 19A/A5.5 FOR <br />DIMENSIONS APPLY TO SIM 2. PROVIDE WELDED END CAPS ALL HAND IL EN® ELEV OF TOP MOUNT POST <br />1%2" 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 <br />WELDED INNER SLEEVE TO PIPE RAIL LKG-1 @ ENLARGED PLANS. CONDITIONS MAY OCCUR. POST W/ SASE PLATE; REF <br />WALL / �) z 1 2/S2,0 & 6/A5.5 <br />NOTE: REF 6A/A5.5 FOR 4. REFER TO PLANS & ELEVS ON SHEETS A3.1, A.2 <br />SAM-1; REF 114� SIM BASE PLATE FOR A3,4 FOR ADD'L GUARDRAIL HANDRAIL (E) STAIR TREADS; RE/RE <br />SPECS '� ' STRINGER MOUNTED DIMENSIONS, ALIGNMENTS & NOTES. / (N) CLOSURE PLATES; <br />PLY-1 I� HANDRAIL & 16C/A5.5 FOR REF 19/A5.5 <br />GY®1 PIPE RAIL ENLARGED PLAN. 5. REF 6C/A5,5 FOR TYP HANDRAIL SLEEVE DETAIL. (E) STAIR ANGLES; <br />I . <br />MOUNT BRACKET, PROVIDE AS RE/RE; PNT®7 <br />�LKG PER NEEDED TO PROPERLY SECURE 6, REFER TO SECTION 05 52 00 METAL RAILINGS FOR <br />MECHANICALLY FASTEN TO STRUCT ADD'L DESIGN INFO. NOTE: GUARDRAIL MFR / <br />ADJ PIPE RAIL HANDRAIL, E SPACE INSTALLER TO VERIFY FASTENER <br />NOTE: SIM @ SID-1; FILLET SLNT-2 @ SILL & EA SIDE 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, DIMS; GOOD® Vi// STRUCT. <br />HAIRLINE SEAM; FLUSH, COORD W/ ARCH <br />SMOOTH IN®ISCERNA�LE FOR LOCATIONS. (E) SIDING / 2 LAYERS OF WRY, TYP GUARDRAILS OR STRINGERS IN ACCORDANCE W/ <br />CODE RE'S. TOP MOUNTED POST <br />TYPICAL HANDRAIL TYPICAL HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT. S STAIR STRINGER CONNECT!®N <br />SLEEVE — PLAN/SECTION D BRACKET WALL SECTION <br />�,� — 6. REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL <br />311 = 1 1-011 <br />FOR ALIGNMENT <br />0 T_ AD - -00 "_�, <br />BASEREF D- <br />BRACKETFOR WALL MOUNT <br />SECTION; MOUNT TO WALL AS <br />REO'D TO MEET CODE <br />(E) STAIR AD * STRINGER <br />BELOW; <br />STRINGER MOUNT PLATE; REF <br />1-1 /2" = V-0" <br />RAL_MTL_ST_PL_002 <br />RAL_MTL_3T_PL_001 <br />BELOW;INT STRINGER <br />RE/RE <br />WALL <br />1-1/2" MIN <br />HAND AIL DETAILS. TYPICALSTAIR <br />��GU� --- L DETA.ILS -SECTIONS <br />31 <br />1 = 11-011 <br />TYP -P MOUNTED <br />GUARDRAIL @ <br />WALKWAY;- . A- - <br />��(E) STAIR TREAD & \'-1 �'lIII <br />STRINGER BELOW; RE/RE 6. REFER TO SECTION 05 52 00 — METAL <br />STRINGER & <br />RAILINGS FOR ADD'L DESIGN INFO, TREAD; RE/RE <br />W/ (N) RISER <br />W <br />U_ <br />c� <br />z <br />LWL <br />M <br />a <br />z <br />04 <br />RAL_MTL_FM_SE_002 <br />fi A <br />-- -- x. <br />NO SCALE <br />0016 REGISTERED <br />ARCHITECT <br />LISA CLARK MOE <br />STATE OF 4VASHINGTON <br />Architect and its Consultants <br />for this project are instruments <br />of _. Architect's service. <br />-e " <br />Architect common <br />other <br />statutory <br />reserved rights, including the <br />copyright. e Architect's <br />documents shall not be used <br />by <br />f anyone <br />except <br />. - .Jt e <br />Architect's written permission. <br />CHECKED BY: <br />Rn A/ RAKIRA <br />HANDRAIL; MOUNT T �TRIM-2; PNTm6—� �� i ����rl vvi <br />WALL A REQ'D TO 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, CLOSURE) \ I BASE PLATE <br />MEET CODE GUARDRAILS OR STRINGERS IN PLATE, TYP BUILDING TYPE: <br />BE <br />TYPICAL HANDRAIL TERMINATION ACCORDANCE W/ CODE EQ'S. (E) WD (E) STAR STRINTER <br />@ WALL @ BOTTOM OF STRINGED —PLAN REAMM PER TREAD; RE/RE W/GUARDRAIL BASE ELEVATION STRUCT (N) RISER CLOSURE SHEET#: <br />6. REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL <br />A LIAN®RAIL SASE ELEVATION <br />HANDRAIL DETAILS. PLATE, TYP <br />I L� I L. NOTE: INSTALL PNT-7 @ ALL (E) <br />19 ION BASE @ TOP OF STRINGERDETAILS STRINGERS, MOUNT BRACKETS <br />A5.5 3" 0 T-0" RAL_MTL_TM_MU_001 & TREAD ANGLES. A5M5 <br />