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1707 MERRILL CREEK PKY BLDG 3 2020 Plans 2022-12-16
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1707 MERRILL CREEK PKY BLDG 3 2020 Plans 2022-12-16
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Last modified
12/16/2022 9:37:51 AM
Creation date
12/16/2022 9:35:56 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
1707
Unit
BLDG 3
Permit
B2011-006
Year
2020
Notes
REFRAMING SELECT STAIR TOWERS, LANDINGS, STRIP AND RECLAD OF
Address Document Type
Plans
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NOTE: DETAIL APPLIES @ ALL STAIR <br />j gilij lot, <br />TOP MOUNTED GUARDRAIL POST BASE <br />PLATE 0/ EPDM SHIM W1 WEEPS B/W <br />RWRACKET & TOP OF STRINGER; REF X/SXX <br />THRU BOLTS PER STRUCT, TYP; INSTALL <br />SLINT-2 IN PRE -DRILLED HOLES <br />TYPICAL TOP MOUNTED <br />GUARDRAIL POST BASE PLATE - PLAN <br />A <br />NOTE: MODIFY PLATE AS -TOP MOUNTED GUARDRAIL <br />REQ'D & INSTALL PER POST BASE PLATE; <br />STRUCT. SHEETS All & A3.2 FOR <br />LOCATIONS <br />NOTE: REF 4-6/52.0 FOR STRUCT. <br />m <br />NOTE: PLATE DESIGN IN— <br />SIM @ GROUND FLOOR BASE PLATE 0/ EPDM SHIM <br />STAIR GUARDS @ CONC; W/ EXPOSED GASKETED <br />'ClOORD 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 REQ'D, TO <br />MEET STRUCT NOTE: MOUNT BRACKET & <br />REQ'S. <br />DIMENSIONS APPLY TO SIM <br />lY2" MIN, VARIES <br />CONDITIONS OF <br />PIPE RAIL <br />2pu 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 />NOTE: REF 6A/A5.5 FOR <br />SAM-1;REF <br />SIM BASE PLATE FOR <br />f <br />SPECS <br />STRINGER MOUNTED <br />PLY-1---� <br />HANDRAIL & 16C/A5.5 FOR <br />GYP-1----' - <br />PIPE RAIL ENLARGED PLAN. <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-`I; <br />FILLET SLNT-2 @ SILL & EA SIDE <br />HAIRLINE SEAM; FLUSH, <br />COORD W/ ARCH <br />SMOOTH & INDISCERNABLE <br />FOR LOCATIONS. <br />(E) SIDING 0/ 2 LAYERS OF WRB, TYP <br />TYPICAL HANDRAIL <br />TYPICAL HANDRAIL MOUNT NOTE: REF 7/S2.0 FOR STRUCT. <br />SLEEVE PLAN/SECTION_ <br />BRACKET ALL -SECTION <br />® <br />GUARDRAIL & HANDRAIL CONNECTION <br />DETAILS <br />IOU <br />RAL-MTL-ST-PL-001 <br />1A'j'lwj'm'w <br />ma-VA-ar mi <br />V *114 I I ZAT m� <br />(E) STAIR TREAD & <br />INT STRINGER <br />BELOW; RE/RE <br />CONT TOP RAIL <br />Lu <br />GUARDRAIL POST <br />BEYOND <br />U) <br />(D <br />�NDRAIL; SIM TO <br />/A5.5; REF 6C/A <br />R HANDRAIL <br />uj <br />EEVES > <br />C.0 0 <br />co <br />X" <br />1-1/2" MINCIO <br />POST W/ HAND IL <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 41A5.4 FOR STRINGER <br />WHERE VARIATIONS OCCUR, CONSULT ARCH FOR <br />AGAINST WALL & (E) SIDING. <br />DESIGN IMPLICATIONS & DIRECTION. <br />NOTE: REF 19A/A5.5 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 GUARD IL <br />CONDITIONS MAY OCCUR. <br />POST W/ BASE PLATE; REF <br />I & 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 />W1 (N) CLOSURE PLATES; <br />REF 19/A5.5 <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 <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 REQ'S. <br />TOP MOUNTED POST @ <br />STAIR STRINGER CONNECTION <br />8. <br />REF 9,16 & 19/A5.5 FOR ADD'L GUARDRAIL & <br />HANDRAIL DETAILS <br />lk" Nw. ol mlitA W� a N <br />� `(E/RE; PNT-7 <br />TYPICAL STAIR <br />GUARDRAIL DETAILS - SECTIONS <br />RAL-MTL-FM-SE�-002 <br />NOT USED <br />NO SCALE <br />NOT USED <br />NO SCALE <br />9016 <br />ARCHITECT <br />LISA CLARK MOE <br />REGISTERED <br />ST <br />ATE OF WASHINGTON <br />--GUARDRAIL , <br />PER INSTALLER AS TIE-BACK <br />INSTALL PNT-7. GUARDRAIL & HANDRAIL DETAILS. PERMIT SET <br />NEEDED <br />BRACKET, <br />TOP MOUNTED PROJECT #: <br />TYP; SIM TO 6D/A5.5 12' <br />L GUARDRAIL @ INT 070042 <br />HANDRAIL; STRINGER; REF 6A/A5.5 RAWN BY: <br />REF PLANS ON TRANSITION VERT TO HANDRAIL; TRANSITION VERT FOR POST BASE PLATE AJL, DGS, HLS <br />SHEETS All & A3.2 ACCOM HEIGHT TO ACCOM HEIGHT CHANGE IN CHECKED BY: <br />FOR ALIGNMENT CHANGE IN STAIR, AS STAIR, AS NEEDED & PER CODE NOTE: PROVIDE RAIL @ FASTENER MFV, MNM <br />NEEDED & PER CODE CONDITIONS WHERE NOTES: (N) STRINGER REF 16F/A5.4 5 PER STRUCT, REVISIONS: <br />TYPICAL HANDRAIL TERMINATION HANDRAIL <br />10-16-2020 PERMIT SET <br />EXCEEDS 4" 1 . GUARDRAIL INSTALLER TO VERIFY ALL B/W GUARDRAIL FULLY SUPPORT DRILL HOLES <br />@ BOTTOM OF INTERIOR STRINGERS <br />STRINGER GUARDRAIL & CONDITIONS; WHERE VARIATIONS OCCUR, MTL #25 <br />WALKWAY GUARDRAIL. CONSULT ARCH FOR DESIGN IMPLICATIONS & STANCHION & &INSTALL <br />BASE; INSTALL 8 SET IN <br />DIRECTION. EPDM SHIM, 2 REF 17C/A5.3; ADD BLKG BLDG DEPT: <br />BELOW MTL CUT FLUSH W/ TO FULLY SUPPORT MTL SLNT-2; LAP SLNT-2 <br />2. PROVIDE WELDED END CAPS @ ALL #22; REF BASE PLATE #22 @ TOP OF STRINGER; UNDER MTL <br />LANDING EDGE BELOW HANDRAIL END CONDITIONS. 6A/A5.5 SIM @ MTL #24 #25 (N) STRINGER <br />MOUNTED <br />HANDRAIL; TOP & WALL WALL <br />3. DETAILS SHOWN ARE TYP. VARIATIONS & HANDRAIL & <br />MOUNTED; REF 6AIA5.5 FOR SIM <br />SIMILAR CONDITIONS MAY OCCUR. BASE; INSTALL <br />POST BASE PLATE; REF 6D/A5.5 <br />L BELOW MTL <br />FOR WALL MOUNT BRACKET 4. REFER TO PLANS & ELEVS ON SHEETS All, PER <br />#25; REF <br />SECTION; MOUNT TO WALL AS A3.2 & A3.4 FOR ADD'L GUARDRAIL & <br />6A/A5.5 FOR <br />REQ'D TO MEET CODE HANDRAIL DIMENSIONS, ALIGNMENTS & DRILL HOLES I c SIM POST BASE DATE: <br />& INSTALL <br />(E) STAIR TREAD & STRINGER NOTES. <br />�A PLATE 10-16-2020 <br />BELOW; RE/RE MOUNT BRACKET @ SHEET TITLE <br />WALL; REF 6D/A5.5 5. REF 6C/A5.5 FOR TYP HANDRAIL SLEEVE SLNT-2 TYPICAL <br />o o -----STRINGER MOUNT PLATE; REF FOR SECTION DETAIL. <br />6A/A5.5 --V-�(E) STAIR TREAD & (E) STAIR GUARDRAIL <br />(-4-'� WALL STRINGER BELOW; RE/RE 6. REFER TO SECTION 05 52 00 <br />STRINGER & HANDRAIL <br />RAILINGS FOR ADD'L DESIGN INFO. TREAD; RE/RE EPDM SHIM, <br />HANDRAIL; MOUNT TO W/ (N) RISER TRIM-2; <br />CUT FLUSH W/ <br />WALL AS REQ'D TO 7. SECURELY MOUNT ALL HANDRAILS TO WALLS, CLOSURE BASE PLATE DETAILS <br />NAF: <br />nn;= r.1 IARnRAII R nR qTRINr4PR.q IN] PLATE, TYP <br />ANGLES <br />mill! � "J" <br />1111111� �ljlq� <br />"Ilk <br />RAL-MTL-STr-PL-002 <br />m <br />
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