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HomeMy WebLinkAboutS-07050724-D TYP. 0 0 CORNER 13AR ° ALLOWED- IN UEU $ENT LONGIT ALTERNATE f5ENDS 'I M EQUAL 1'- 9 MAX. R / C WALL INTERSECTIONS a ENDS VA EQUAL. • • is - � • ° o , 1�8 ° ,.. \ •, r d BEAM 8r SLAB KEY VAR WATER STOP VA CONST. JOINTS vA VERTICAL CONST. JOINTS IN WALLS 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G IGA5 JOINT SEALER, OR EQUAL o 1 GAS JOINT 5EALE R ° ; , ' I/2 PREMOULDED OR EQUAL, ON ' - -, EXPOSED 51DES JOINT FILLER - = - b'�PVC WATER STOP - 6" PVC WATER STOP .0 COAT W/VVATE •. GAS TAR , • 1" PREMOLDE D JOINT F I L LE R VA N 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G