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a <br /> a <br /> 7 <br /> 0 8 \\ <br /> OHNSONBRAUND <br /> INC. <br /> A501 15200 52nd Ave.South <br /> N <br /> y A.W.B CONTINUES z 51/2 Suite 300 <br /> BEHIND ENGAGED g Seattle,WA 98188 <br /> INFILL Phone 206.766.8300 <br /> J 31/2" EDGE OF DECK ARCHITECTURE <br /> w INTERIOR DESIGN <br /> DECK POST PER ti DECK POST PER Greg L.Allwine, <br /> STRUCTURAL _ _ STRUCTURAL <br /> COLUMN Jeffrey A.Williams, <br /> RAILING PER FINISH PER <br /> COLUMN PER ARCH. MANUFACTURER ELEVATIONS <br /> FIBER CEMENT FIBER CEMENT <br /> PANEL SIDING PANEL SIDING <br /> WRB PER BUILDING _ _ WRB PER BUILDING _ q <br /> Xr <br /> SHEATHING PER SHEATHING PER <br /> STRUCTURAL STRUCTURAL BRACKET PER <br /> 2X4 FRAMING - 2X4 FRAMING - MANUFACTURER <br /> EDGE OF DECK I� EDGE OF DECK <br /> BEAM PER BEAM PER <br /> m ro <br /> -' '- STRUCTURAL STRUCTURAL LEVEL 2-6 <br /> 8 1/2" 8 112" 7 <br /> A501 <br /> 1'-2• 1'-2" <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 f e.xev>aTxors wnJJAM <br /> STATE OF WASHINGTON <br /> 1 1/2"=V-0" 1 1/2"=V-0" T'=V-01• 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 /> DETACHED <br /> IBC SECTION 1015.3 HEIGHT O y o <br /> L. RAILING AND INTEGRATED RAILING CAP PER <br /> REQURIED GUARDS SHALL NOT BE LESS THAN 42 INCHES MOUNTING ASSEMBLY MANUFACTURER <br /> FR <br /> (1067MM)HIGH AS MEASURE VERTICALLY AS FOLLOWS:#2 PER MANUFACTURER <br /> ON STAIRWAYS AND STEPPED AISLES, OM THE LINE <br /> z CONNECTING THE LEADING EDGES OF THE TREAD LO �-1 0 <br /> NOSINGS. <br /> - IBC SECTION 1015.4 OPENING LIMITATIONS 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 f LEVEL 2-6 d <br /> PER MANUF.&IBC SECTION 1015 — ——— <br /> 0 <br /> 0 <br /> 7 FLOOR ASSEMBLY <br /> A501 WHEREOCCURS <br /> V PER STRUCTURAL S <br /> 0 <br /> 11 TYP.RAILING(a�BALCONY BALCONY DETAIL-BASE ATTACHMENT ��BALCONY DETAIL-SHORT SIDE ELEVATION gj <br /> 1/2"=V-0" 3"=V-0" 3/4"=1'-0" rc <br /> SILL PAN <br /> GL <br /> PEMKO 158 OFFSET SADDLE ELASTOMERIC FINISH S-31/4" 2" <br /> THRESHOLD FULLY EMBEDED 3 <br /> iv IN MASTIC OVER ELASTOMERIC 1/2"SUB DECKING <br /> DECKING DECK GUARDRAIL rc <br /> ELASTOMERIC DECKING <br /> TO RUN OVER SILL PAN C-D EXPOSURE 1 RATED F <br /> DECK SHEATHING PER Wzo <br /> @ 2%MAX. STRUCTURAL 3 <br /> ELASTOMERIC DECKING j w a U <br /> TO RUN OVER TOP OF O w w p <br /> SHIM FOR THRESHOLD m m <br /> ALUMINUM DRIP FLASHING wyo O <br /> 2x8 PT DECK FRAMING <br /> 2x8 JOISTS PER ¢ y< w <br /> STRUCTURAL m O <br /> PER STRUCTURAL PREFINISHED ALUMINUM o <br /> DRIP FLASHING - '—' w 0 <br /> 2x8 PT LEDGER PER _ - E E�a <br /> / STRUCTURAL °' <br /> 2„ LAG SCREWS PER RAIL i� �� <br /> CEMENT FIBER SOFFIT DESIGNER tj L <br /> Cd <br /> w SPRAY FOAM CEMENT FIBER SOFFIT I 1/2" 1 1/4' 5/4x10 FASCIA €o <br /> w m INSULATION AT RIM,TYP. Q T LL� <br /> O DECK FRAMING 3 <br /> o p 0 DRY SPRINKLER HEAD SCREENED VENT 6" PER STRUCTURAL I o <br /> OPENING u- 6x8 BEAM PER <br /> m m 1'-2"CO UMN STRUTURAL 11/4" L �3 <br /> r_ s WRAP BEAM WITH FURRI G <br /> CEMENT FIBER PANELS 5'_p,/2„ = w' o p® <br /> O v a <br /> J <br /> ~ 1 0 A501 6 3�to N w <br /> A501 V w a ¢ zw <br /> NI / / 3 ¢ w�jw� 3z <br /> m / 10\WOOD DECK THRESHOLD DETAIL / 6\WOOD DECK EDGE DETAIL �2�DECK OVERALL SECTION(rD WOOD FRAMING z ; o� <br /> zl 1 1/2"=T-0" 1 1/2"=V-0" 3/4"=1'-0" 0 w 0 > u <br /> z <br /> Ow°pto <br /> m V-2"COLUMN GL <br /> m PEMKO 158 OFFSET FURRING <br /> U SADDLE THRESHOLD ELASTOMERIC FINISH 5'-1 1/2"70 FACE OF GUARD <br /> NI iv FULLY EMBEDED IN <br /> `I) MASTIC DECK GUARDRAIL <br /> E ELASTOMERIC DECKING <br /> O ELASTOMERIC DECKING <br /> U <br /> TO RUN OVER TOP OF TO RUN BELOW ALUMINUM DRIP FLASHING Y <br /> 3 THRESHOLD yo ',!a•--" s_.— `aAe: <br /> — PREFINISHED ALUMINUMe DRIP wSLOzE DECK mS my w <br /> N Om <br /> OBUILD UP ELASTOMERIC @AX DECKING TO ENSURE w <br /> L S 0 r 1/2"MAXATTHRESHO w <br /> F <br /> k. <br /> i_ <br /> EPDXY ANCHORS PER <br /> RAIL DESIGNERE 1/2"STEP IN LAB PER - - <br /> w <br /> 3 <br /> I I <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 •° TENDON PER O <br /> I w <br /> �E_ F( <br /> m .... STRUCTURAL 1„� --3 .�� ^,�.._...;. —1-�..9=��. <br /> - DECK TENDON PER O l i' _ TENDON PER•. :v < <br /> .r.• CONCRETE WALL PER w r STRUCTURAL •L BUILDING DETAILS <br /> (j STRUCTURAL STRUCTURAL 4• - <br /> ¢ <br /> ASp, 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 />