Laserfiche WebLink
NOTE: PLATE DESIGN <br />SIM @ GROUND FLOOR BASE PLATE O/ EPDM SHIM <br />(E) STRINGER; RE/RE; PNT-7 STAR GUARDS @ CONIC; W/ EXPOSED GASKETED <br />NOTE: REF 1 & 2/S2.0 FOR STRUCT. COORD W/ ARCH. FASTENERS PER STRUCT A POST W/ HANDRAIL <br />TYP PICKET <br />TYPICAL TOP MOUNTED TOP MOUNTED GUARDRAIL CONT BOTTOM RAIL <br />l� GUARDRAIL POST BASE PLATE - PLAN ASE PLATE WOO®®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 DINTS ONLY AS NOTE: FASTEN HANDRAIL MOUNT NOTE: REF 6C/A5°5 FOR WHERE VARIATIONS OCCUR, CONSULT ARCH FOR <br />NEEDED TO TRANSITION CONT HANDRAILS BLOCKS INTO STRUCTURE; VERIFY HANDRAIL SLEEVE. DESIGN IMPLICATIONS DIRECTION. AGAINST WALL (�) SIDING. <br />DOWN STAIRS; COORD LOCATIONS W/ ARCH. BLKG, AS REQ'D, TO MEET STRUCT NOTE: MOUNT BRACKET & NOTE: REF 19A/A5.5 FOR <br />REQ'S. 2. PROVIDE WELDED END CAPS ALL HANDRAIL END <br />DIMENSIONS APPLY TO SIM ELEV OF TOP MOUNT POST <br />1Y2" MIN, VARIES CONDITIONS OF CONDITIONS. STRINGER. <br />PIPE RAIL 1 2" POSTS; <br />GUARDRAIL <br />POSTS; REF 16/A5.5 FOR 3. DETAILS SHOWN ARE TYP. VARIATIONS & SIMILAR TOP MOUNTED GUARDRAIL <br />WELDED INNER SLEEVE TO PIPE RAIL BLKG-1 II ENLARGED PLANS° CONDITIONS MAY OCCUR. POST W/ BASE PLATE; REF <br />WALL O/ 'I z 1 & 2/2.0 & 6/A5.5 <br />SAM=1 °REF NOTE: REF 6A/A5.5 FOR 4. REFER TO PLANS & ELEVS ON SHEETS A3.1, A3.2 <br />cD SIM BASE PLATE FOR A3.4 FOR ADD'L GUARDRAIL HANDRAIL (E) STAIR TREADS; RE/RE <br />SPECS II co STRINGER MOUNTED DIMENSIONS, ALIGNMENTS NOTES. W/ (N) CLOSURE PLATES; <br />PLY-1 II HANDRAIL & 16C/A5.5 FOR REF 19/A5.5 <br />'I PIPE RAIL ENLARGED PLAN. 5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE DETAIL. <br />GYP-1(E) STAIR ANGLES, <br />MOUNT BRACKET, PROVIDE AS RE/RE, PNT®7 <br />�-MECHANICALLY FASTEN TO LKG PER � NEEDED TO PROPERLY SECURE 6. REFER TO SECTION 05 52 00 � FETAL RAILINGS FOR <br />A®J PIKE RAIL STRUCT HANDRAIL, EQ SPACE ADD'L DESIGN INFO. NOTE: GUARDRAIL MFR f <br />NOTE: SIM SI®?19 FILLET SLNT-2 SILL EA SIDE INSTALLER TO VERIFY FASTENER <br />HAIRLINE SEAM, FLUSH, COORD W/ ARCH i. SECURELY FOUNT ALL HANDRAILS TO DIMS; COORD Wl STRUCT. <br />SMOOTH & INDISCERNADLE FOR LOCATIONS. (E) SIDING O/ 2 LAYERS OF WRB, TYP GUARDRAILS OR STRINGERS IN ACCORDANCE W/ TOP MOUNTED <br />�NT� �®�T <br />TYPICAL HANDRAIL TYPICAL HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT. ®DE REQ'S. TRISTAIR STRINGER CONNECTION <br />C SLEEVE =PLAN/SECTION ® DRACKET WALL =SECTION 3. REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL & J <br />- i - <br />II'iNT <br />STRINGER <br />' ELOW;�° <br />F E <br />HANDRAIL; <br />MOUNTED; REF 6A/A5.5 FOR SIM <br />*OST BASE PLATE; REF 6D/A5.5 <br />R WALL MOUNTBRACKET <br />SECTION; MOUNT TO WALL AS <br />-QD MEET CODE <br />(E) STAIR TREAD & STRINGER <br />iELOW; RE/RE <br />STRINGER MOUNT PLATE; REF <br />SJIO <br />GUARDRAIL & HANDRAIL TRANSITION DETAILS <br />1-1/2" Q q['-0' RAL_MTL_ST_PL_001 <br />TYP TOP MOUNTED <br />GUARDRAIL <br />WALKWAY; 6B/A5.5 <br />GUARDRAIL TIE -BACK, <br />PER INSTALLER AS <br />NEEDED <br />1-1/2" MIN <br />Q In <br />HANRAIL ETAILS. <br />DDTYPICAL STAIR <br />9 IL DETAILS - SECTIONS <br />GUARDRAIL GAP (N) STRINGER. <br />EXCEEDS 4" B/W 1. GUARDRAIL INSTALLER TO VERIFY ALL MOUNTED <br />STRINGED GUARDRAIL CONDITIONS, WHERE VARIATIONS OCCUR, GUARDRAIL <br />WALKWAY GUARDRAIL <br />CONSULT ARCM FOR DESIGN IMPLICATIONS STANCHION <br />DIRECTION. <br />VASE, INSTALL EPDM SHIM, <br />BELOW MTL CUT FLUSH W/ <br />2. <br />PROVIDE WELDED END CAPS @ ALL <br />22; REF BASE PLATE <br />HANDRAIL END CONDITIONS. <br />6A/A5.5 <br />3. <br />DETAILS SHOWN ARE TYP. VARIATIONS <br />SIMILAR CONDITIONS MAY OCCUR. <br />I <br />FASTENER - - <br />4. <br />REFER TO PLANS & ELEVS ON SHEETS A3.1, <br />PER STRUCT, e <br />A.2 & A3.4 FOR ADD'L GUARDRAIL & <br />TYP; PRE <br />HANDRAIL DIMENSIONS, ALIGNMENTS & <br />DRILL HOLES <br />NOTES.& <br />INSTALL <br />FASTENERS IN <br />5. <br />REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE <br />SLNT-2 <br />DETAIL. <br />(E) STAIR <br />6. <br />REFER TO SECTION 05 52 00 - METAL <br />STRINGER &- <br />RAILINGS FOR ADDDESIGN INFO. <br />TREAD; RE/RE <br />W <br />U_ <br />U) <br />(D <br />z <br />W <br />z <br />Z> <br />N <br />IM11-0 �_` - <br />RAL_MTL_FM_SE_002 A5.5 NO SCALE <br />9016REGISTERED <br />ARCHITECT <br />LISA. CLARK MOE <br />S I ATE OE WASHIf�GTON <br />ArchitectThe documents created by the <br />Consultants <br />of the Architect's service. The <br />Architect retains all <br />law, statutory and other <br />reserved rights, including the <br />copyright. The Architect's <br />documents shall not be used <br />by anyone otherproject, except with the <br />rchitect's written permission. <br />PERMIT <br />T <br />10-16-2020 <br />RALmMTLoTMmMU_00i TA <br />TREAD ANGLES. AV <br />311 = 1 011 <br />