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CL <br />SLOPED RIGID INSUL.—\ L,�� <br />PER ARCH TO DRAIN "' <br />REC BLDG ROOF <br />III FACE OF STUD TO <br />MATCH FACE OF CONC. <br />BALANCE <br />PER 1/S8.1 <br />FLO�• p d <br />d <br />•' d d <br />d <br />d a °a e d LAP •PER S1 ° <br />d <br />p <br />d WALL/SLAB <br />CONSTRUCTION JOINT AT IIIREINF PER ELEV <br />STEP PER 17/S9 AND PLAN <br />KEY WAY NOT AT ° d WHERE OCCURS <br />NEEDED AT THE STEP <br />REC. BLDG ROOF SECTION <br />FACIA PER A <br />2x8 <br />J <br />a <br />H <br />w <br />0 <br />w <br />H <br />w <br />Ix <br />U <br />O <br />U <br />N <br />c6 <br />m <br />m <br />J <br />m <br />VJ <br />Ix <br />w <br />z <br />w <br />O <br />U <br />Z) <br />O <br />u_ <br />w <br />2 <br />z <br />w <br />J_ <br />LL <br />SCALE 3/4" = 1'-0" <br />ACE OF STUD/CONCRETE <br />1-2x8 RIM <br />III FACE OF STUD TO <br />MATCH FACE OF CONC. <br />BALANCE <br />CL PER 1/S8.1 <br />SLOPED RIGID INSUL. <br />PER ARCH TO DRAIN "' <br />REC BLDG ROOF SLAB REINF <br />Xx PER PLAN <br />Al' <br />° d . <br />d <br />d °a a d J 1 •CAS 'PER' S1 <br />d <br />p d. <br />a. <br />CONSTRUCTION JOINT AT d <br />STEP PER 17/S9 PER ELEVATION <br />KEY WAY NOT AT <br />NEEDED AT THE STEP <br />(7-� REC. BLDG ROOF SECTION <br />2x6 AT 16" O.C. POINT <br />WALL W/ TYPE 6 SHEATHING <br />#4 STIRRUP AT 12" O.C. <br />PT 2x6 PLATE W/ %"0 <br />A. BOLT AT 4B" O.C. <br />W/ WASHER PIN S1 <br />'ig <br />a <br />O a' n . <br />a <br />N <br />(4)#6T/B d SLAB REINF <br />°a <br />NOT SHOWN <br />FOR CLARITY <br />REC. BLDG ROOF SECTION <br />---------------- <br />BEAM <br />BEYOND <br />BEAM REINF <br />PER ELEV. <br />STIRRUPS <br />FPER ELEV. <br />SCALE 3/4" = 1'-0" <br />CMSTC16x4B" <br />AT BROKEN PLATES <br />AT BEAM <br />BALANCE <br />PER 6/S8.2 <br />KING STUD EA SIDE <br />BEAM W/ (6)16d TO BEAM <br />III FACE OF STUD TO <br />MATCH FACE OF CONC. <br />BALANCE OF <br />FRAMING <br />CL PER 1/S8.1 <br />SLOPED RIGID INSUL. <br />PER ARCH TO DRAIN "' HOOK TOP/BTM <br />REC BLDG ROOF BAR INTO SLAB <br />FLO� <br />y STAIRWELL <br />d <br />d ° d d <br />d <br />CONSTRUCTION JOINT AT <br />WALL/SLAB STEP PER 17/S9 <br />REINF PER ELEV KEY WAY NOT AT <br />AND PLAN NEEDED AT THE STEP <br />WHERE OCCURS ° d <br />REC. BLDG ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />-FACE OF <br />STUD/CONCRETE <br />NON—BRG MTL <br />STUD FURRING <br />REC. BLDG ROOF SECTION <br />1" FACE OF STUD <br />TO CONC. <br />BALANCE OF <br />FRAMING <br />PER 1/S8.1 <br />SLOPED RIGID INSUL. <br />PER ARCH TO DRAIN <br />REC BLDG ROOF <br />o. <br />STAIRWELL <br />p <br />4 p <br />d <br />° <br />z <br />O <br />p <br />p <br />f� <br />d <br />BEAM REINF <br />j <br />J <br />p <br />PER ELEV. <br />`L <br />•. <br />O <br />CL <br />CONSTRUCTION JOINT AT <br />STIRRUPS <br />d. <br />° .. <br />STEP PER 17/S9 <br />PER ELEV. <br />KEY WAY NOT AT <br />d <br />NEEDED AT THE STEP <br />PER <br />ELEV. <br />REC. BLDG <br />ROOF <br />SECTION <br />SCALE 3/4" = 1'-0" <br />- FACE OF <br />STUD/CONCRETE <br />TYPE 6 <br />SHEATHING <br />PANEL EDGE 2x6 AT 24" O.0 <br />NAILING, TYP PARAPET SISTER <br />TO JOISTS W/ (4)16d <br />I —BEAR JOIST ON PLATE <br />2x8 BLKG W/ (2)16d <br />TO EA STUD �. <br />a a <br />% <br />PT 3x6 AND 2x6 PLATE W/ <br />"0 A. BOLT AT 48" O.C. <br />W/ WASHER PER S1 <br />REC. BLDG ROOF SECTION <br />SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" <br />GUTTER PER ARCH PANEL EDGE SLOPED <br />NAILING, TYP INSULATION <br />2x8 BLKG W/ <br />16d TN AT 6" O.C. <br />-A34 W/ #8 <br />SCREWS TO BEAM <br />BEAM PER <br />PLAN <br />REC. BLDG ROOF SECTION <br />C <br />SCALE 3/4" = 1'-0" <br />AT 16 O.C. <br />D WALL <br />?x8 PLATE <br />%" O A. BOLT <br />W' O.C. <br />WASHER PER S1 <br />—BRG <br />STUD <br />REC. BLDG ROOF SECTION <br />FACIA PER A <br />REC. BLDG ROOF SECTION <br />ALIGN ROOF SHEATHING <br />W/ CONC SLAB <br />PANEL EDGE <br />NAILING, TYP <br />BALANCE <br />PER 11/S8.2 <br />SCALE 3/4" = 1'-0" <br />e <br />dJL <br />° <br />° a <br />LUS26 <br />HGR <br />d ° a <br />PT 4x8 LEDGER W/ <br />%"0 A. BOLT AT 48" O.C. <br />CONC BEAM <br />PER 6/S8.2 <br />REC. BLDG ROOF SECTION <br />FACIA PER AR <br />0-Q of vn AT ')A n n <br />REC. BLDG ROOF SECTION <br />PANEL EDGE LAP JOIST OVER <br />NAILING, TYPBEAM IF NEC <br />2x6 BLKG W/—j r--1 '---A34 W/ #8 <br />16d TN AT 6" O.C. SCREW INTO BEAM <br />BALANCE <br />PER 11 /SB.2 <br />SCALE 3/4" = 1'-0" <br />REC. BLDG ROOF SECTION <br />2x8 RI <br />EXTEND SHEATHII\ <br />OVER R <br />16d AT 6" O.C. <br />PANEL EDGE INTO BLKG <br />NAIIIN(' TYP <br />E <br />BALANCE <br />PER 13/S8.3 <br />REC. BLDG ROOF SECTION <br />%" CHAMFER <br />TYP 6x6 POST <br />a <br />d <br />(2) SHOT —PINS <br />EA ANGLE <br />#4 TIES AT 12" O.C._ <br />W/ (2) AT TOP <br />PLATE <br />d• <br />G <br />SLOPED RIGID INSUL. <br />PER ARCH TO DRAIN <br />REC BLDG ROOF <br />ABU66 POST BASE <br />W/ %" O A. BOLT <br />FURRING PER ARCH <br />p ' <br />ME <br />d d . <br />• 'd ° <br />00 <br />p. Q <br />7 d N <br />d p <br />.4 d d <br />tr ° <br />(4)#4V <br />SLAB AND REINF <br />PER PLAN <br />REC. BLDG ROOF SECTION <br />SCALE 3/4" = 1'-0" <br />REC. BLDG ROOF SECTION <br />PT 2x6 PLATE W/ <br />%" O A. BOLT <br />AT 48" O.C. W/ <br />WASHER PER S1 <br />SCALE 3/4" = 1'-0" S8 <br />FRAME <br />6" 0. C. <br />TYPE 6 <br />G, TYP <br />16d AT 6" <br />INTO E <br />REC. BLDG ROOF SECTION <br />3.2 <br />BALLO( <br />2x6 A <br />WALL A <br />SHEA <br />SCALE 3/4" = 1'-0" <br />FACE OF <br />SHEATHING/CONCRETE <br />2x6 AT 24" O.C. <br />PARAPET WALL W/ <br />TYPE 6 SHEATHING <br />HDU4 AT 8' O.C. <br />(EVERY OTHER A. BOLT) <br />A. <br />c <br />°" d• <br />d:. <br />0 NON—BRG <br />�Z—MTL STUD <br />REC. BLDG ROOF SECTION <br />SCALE 1/2" = 1'-0" <br />1 REC. BLDG ROOF SECTION <br />SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" S8 SCALE 3/4" = 1'-0" S8 SCALE 1/2" = 1'-0" S8 SCALE 1/2" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />�V1 C. 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