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Q <br /> T' \I <br /> o OHNSONBRAUND <br /> INC. <br /> A501 15200 52nd Ave.South <br /> o A.W.B CONTINUES z 51/2 Suite 300 <br /> BEHIND ENGAGED g SeatOe,WA 98188 <br /> INFILL Phone 206.766.8300 <br /> 00 w—phns-bran d— <br /> J 31/2" EDGE OF DECK ARCHITECTURE <br /> w INTERIOR DESIGN <br /> DECK POST PER ti DECK POST PER Greg L.Allwine,W Williams, <br /> STRUCTURAL _ _ STRUCTURAL <br /> COLUMN J <br /> RAILING PER FINISH PER effrey A. <br /> COLUMN PER ARCH. MANUFACTURER ELEVATIONS <br /> FIBER CEMENT FIBER CEMENT <br /> PANEL SIDING PANEL SIDING <br /> WRB PER BUILDING _ _ WRB PER BUILDING <br /> SHEATHING PER SHEATHING PER <br /> STRUCTURAL STRUCTURAL BRACKET PER <br /> 2X4 FRAMING - 2X4 FRAMING - ACTURER <br /> EDGE OF DECK I� EDGE OF DECK <br /> BEAM PER BEAM PER MANUF <br /> m ro <br /> -' " '- STRUCTURAL STRUCTURAL LEVEL 2-6 <br /> 7 <br /> A501 <br /> 8556 <br /> FLOORASSEMBLY REGISTERED <br /> WHERE OCCURS ARCHITECT <br /> PER STRUCTURAL <br /> ,3 DECK COLUMN DETAIL-ENGAGED 12 DECK COLUMN DETAIL �8�BALCONY DETAIL-COLUMN ATTACHMENT ��BALCONY DETAIL-ELEVATION i eFaev>aTxors wnJJAm <br /> STATE OF WASHINGTON <br /> 1 1/2"=V-0" 1 1/2"=V-D" T'=1'-0" 3/4"=1'-0" <br /> STAMP <br /> k <br /> FIELD FIT BRACKET AND <br /> PILOT HOLES WHERE e E <br /> APPLIES-SHORT SIDE ONLY; o <br /> VERIFY W/MANUFACTURER <br /> <4" <br /> R <br /> IBC SECTION 1015.3 HEIGHT O DETACHED y o <br /> L. RAILING AND INTEGRATED RAILING CAP PER <br /> REQURIED GUARDS SHALL NOT BE LESS THAN 42 INCHES MOUNTING ASSEMBLY MANUFACTURER <br /> (1067MM)HIGH AS MEASURE VERTICALLY AS FOLLOWS:#2 PER MANUFACTURER <br /> ON STAIRWAYS AND STEPPED AISLES,FROM THE LINE <br /> z CONNECTI <br /> NOSINGS.NG THE LEADING EDGES OF THE TREAD <br /> - IBC SECTION 1015.4 OPENING LIMITATIONS L EDGE OF COLUMN FIELD FIT RAILING <br /> REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH MOUNTING <br /> ALLOW PASSAGE OF A SPHERE 4 INCHES(102MM)IN BRACKET;VERIFY <br /> DIAMETER FROM THE WALKING SURFACE TO THE W/MANUFACTURER <br /> REQUIRED GUARD HEIGHT. <br /> - FASTEN TO FACE OF BALCONY FRAMING LEVEL 2-6 ^' <br /> PER MANUF.&IBC SECTION 1015 — ——— <br /> 0 <br /> 0 <br /> 7 FLOOR ASSEMBLY <br /> A501 WHERE OCCURS <br /> V PER STRUCTURAL S <br /> 0 <br /> „ TYP.RAILING(a�BALCONY BALCONY DETAIL-BASE ATTACHMENT �3�BALCONY DETAIL-SHORT SIDE ELEVATION <br /> 1/2"=T-O" 3"=V-0" 3/4"=1.4. o: <br /> SILL PAN <br /> GL <br /> PEMKO 158 OFFSET SADDLE ELASTOMERIC FINISH 5'-31/4" 2" 21 <br /> THRESHOLD FULLY EMBEDED 3 <br /> iv IN MASTIC OVER ELASTOMERIC 1/2"SUB DECKING g <br /> DECKING DECK GUARDRAIL <br /> ELASTOMERIC DECKING <br /> TO RUN OVER SILL PAN C-D EXPOSURE 1 RATED r <br /> DECK SHEATHING PER Wzo <br /> @ 2%MAX. STRUCTURAL 3 <br /> ELASTOMERIC DECKING j w a U <br /> TO RUN OVER TOP OF O urj w w <br /> SHIM FOR THRESHOLD m m> o <br /> ALUMINUM DRIP FLASHING w <br /> 2x8 PT DECK FRAMING <br /> 2x8 JOISTS PER 1/2„ < y¢ w }yi <br /> STRUCTURAL m O <br /> PER STRUCTURAL PREFINISHED ALUMINUM <br /> iO DRIP FLASHING <br /> 2x8 PT LEDGER PER - E E a <br /> STRUCTURAL <br /> -� 1/2" 2„ LAG SCREWS PER RAIL <br /> CEMENT FIBER SOFFIT DESIGNER <br /> 5/4x10 FASCIA o <br /> w iELILi <br /> SPRAY FOAM CEMENT FIBER SOFFIT I 1 1/4" <br /> w rr INSULATION AT RIM,TYP. Q T LL� <br /> O DECK FRAMING c <br /> o p DRY SPRINKLER HEAD SCREENED VENT 6" PER STRUCTURAL <br /> w OPENING 6x8 BEAM PER <br /> w m 1'-2"CO UMN 11/4" y ¢ <br /> r 00 WRAP BEAM WITH FURRI G STRUTURAL L d 3 0 <br /> CEMENT FIBER PANELS 5'-01/2" w'a�i o p® <br /> O ry> r a <br /> r 10 - ----- 3314" L mw' z " rc r 1" <br /> A501 6 C A501 V w a ¢ iw <br /> NI 3 ¢ � 3z <br /> m �10\WOOD DECK THRESHOLD DETAIL �6_\WOOD DECK EDGE DETAIL �2�DECK OVERALL SECTION 0 WOOD FRAMING <br /> zl 1 1/2"=T-0" 1 1/2"=T-0" 3/4"=1'-0" 0 0 > V <br /> z <br /> at= O w°p m H <br /> 1'-2"COLUMN GLLL <br /> m PEMKO 158 OFFSET FURRING <br /> U SADDLE THRESHOLD ELASTOMERIC FINISH 5'-1 1/2"70 FACE OF GUARD <br /> sl iv FULLY EMBEDED IN <br /> `m MASTIC DECK GUARDRAIL <br /> E ELASTOMERIC DECKING <br /> O ELASTOMERIC DECKING <br /> TO RUN OVER TOP OF <br /> U TO RUN BELOW ALUMINUM DRIP FLASHING Y <br /> 3 THRESHOLD DRIFINISH DA w w <br /> oal. d PREFINISHED ALUMINUM w <br /> N BUILD UP ELASTOMERIC SLOPE DECK O O O <br /> ,,, s_. .e DECKING TO ENSURE @ m m m w <br /> 4: <br /> `Atre a — 1/2"MAX AT THRESHOLD .. S yS 0 <br /> I_ - m <br /> r <br /> EPDXY ANCHORSPER - - <br /> E 1 2"STEP IN LAB PER <br /> O <br /> w <br /> / S S i <br /> RAIL DESIGNER <br /> _ 3 <br /> . STRUCTURAL —. � O <br /> - ',�-:. -- I I PROJECT#: 1827 <br /> °CANTILEVERED PT <br /> POST TENSIONED -- SLAB PER DRAWN BY: ST <br /> is • a •w'° FACE OF COLUMN WRAP <br /> m CONCRETE SLAB PER J STRUCTURAL•: {.° °• <br /> BEYOND <br /> STRUCTURAL _ CHECKED BY: Checker <br /> P: <br /> A . <br /> g •4 TENDON PER O <br /> w <br /> F( <br /> m .... STRUCTURAL .� ^, �. <br /> - DECK TENDON PER O l i' _ TENDON PER•. :v < <br /> .r.• CONCRETE WALL PER w r STRUCTURAL ar.`. :.•L + BUILDING DETAILS <br /> (j STRUCTURAL STRUCTURAL 4• - <br /> I` 5'-5 1/2" .:.I; <br /> ¢ <br /> A501 <br /> w 9 PT SLAB DECK THRESHOLD DETAIL PT SLAB DECK EDGE DETAIL DE K OVERALL SECTION(CD P.T.SLAB PERMIT SET 10/09/2020 <br /> 1 1 1/2"=1'-0" 1 1/2"=1'-0" 3/4"=1'-0" <br />