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O STAIR STRINGER PER ARCH. <br />/--ANGLE PER ARCH. <br />SLAB ON GRADE <br />PER ARCH. <br />J <br />(2)-#4 CONT. <br />0 <br />FOOTING AT STAIR BASE <br />12"x12" 'LINTH SHOWN. BEARING STUD OR <br />POST PER PLAN <br />SEE ARG-1 FOR VENEER <br />& HEIGH" OF PLINTH SIMPSON POST <br />BASE PER PLAN <br />(2)-#3 TIES <br />* * (4)-#4 W/ STD HOOKS <br />REINFORCEMENT <br />PER PLAN — 2" CLR. <br />z <br />Co <br />VARIES SEE PLAN <br />TYPICAL ISOLATED FOOTING <br />C@ CONCENTRATED LOADS <br />#4T&B <br />SLAB PER E- FACE OF GARAGE <br />PLAN <br />4 • <br />V <br />1 -- ASPHALT BY OTHERS <br />8" <br />SLAB @ FACE OF GARAGE <br />BEARING STUD OR <br />POST PER PLAN <br />SIMPSON POST <br />BASE PER PLAN <br />REINF PER FOOTING <br />VARIES S7E PLAN TABLE <br />TYPICAL THICKENED FOOTING <br />@ CONCENTRATED LOADS <br />i <br />3" CLR - <br />TOE <br />LEVEL SOIL SURFACE <br />^• - COATING FOR DAMP <br />PROOFING PER ARCH. <br />BAR "B" FULL HEIGHT <br />"A" V <br />BAR x _ J <br />H <br />• <br />BACKFILL AND COMPACTION <br />PER SOILS ENGR. <br />2" CLR <br />• <br />4" 0 PERF. PIPE W/ — <br />6" WIDE STRIP OF 90# <br />FELT OVER - DRAIN <br /><' <br />PER CIVIL <br />2'-C" MIN <br />2" <br />LC <br />D . 12" <br />MIN <br />-. <br />NA <br />O <br />CONTROL JT <br />BAR "C" <br />HEEL <br />-STE <br />TOTAL FOOTING <br />DESIGN PARAMETERS <br />TRAMMELL CROW WILD REED <br />1. SOIL BRG. = 2500 PSF <br />2. ACTIVE FLUID PRESSURE = 35 PCF <br />3. PASSIVE FLUID PRESSURE = 250 PCF <br />4. SOIL FRICTION COEF. = 0.35 <br />5. SOIL UNIT WEIGHT = 120 PCF <br />NOTES: <br />I. PROVIDE CONTROL JOINTS PER <br />DETAILS ON S6. <br />2. PROVIDE CORNER STEEL 0 FTG <br />CORNERS & INTERSECTIONS. USE <br />#424"x24" ELBOW STEEL TO <br />LAP HORIZ REINF. <br />3. CONTRACTOR SHALL VERIFY ALL <br />DIMENSIONS AND HEIGHTS PRIOR <br />TO CONSTRUCTION. NOTIFY <br />x <br />ENGR/ARCH OF ANY DISCREPANCIES. <br />4. RETAINING WALL FOOTINGS MAY BE <br />STEPPED PER DETAIL 8/S6. <br />0 <br />1 5. WHERE VERT. REINF IS CALLED OUT <br />d AS (2)-BAR TYPES (BAR "A" & BAR <br />"B") PLACE BAR "B" ALONG SIDE <br />BAR "A" AT SPACING INDICATED <br />IN REINFORCING SCHEDULE BELOW. <br />6. REINFORCEMENT GRADES SHALL <br />TYPICALLY BE: GRADE 60 <br />CONCRETE STRENGTH SHALL BE A <br />MIN OF 2500 PSI 0 28 DAYS <br />7• STRENGTH OR AS PER TYPICAL <br />STRUCTURAL NOTES. <br />PROVIDE BACKFILL BEHIND WALL <br />PER SOILS REPORT BY NELSON - <br />8. COUVRETTE DATED 2-14-97. <br />FOOTING DIMENSIONS <br />BAR "A" <br />BAR "B" <br />BAR "C" <br />WALL <br />HEIGHT <br />TOE <br />STEM <br />HEEL <br />TOTAL <br />"T" <br />THKNS <br />"H" <br />HORIZ. <br />"V" <br />VERT. <br />SIZE & SPACING <br />SIZE & SPACING <br />SIZE & SPACING <br />10'-0" <br />1'-0" <br />8" <br />2'-10" <br />4'-6" <br />12" <br />V-Y <br />3'-9" <br />#5 0 6" O.C. <br />#5 0 18" O.C. <br />#4 0 8" O.C. <br />8'-0" <br />1'-0" <br />8" <br />1'-10" <br />3'-6" <br />12" <br />1'_3" <br />3'-9" <br />#4 0 8" O.C. <br />#4 0 16" O.C. <br />#4 0 9" O.C. <br />6'-0" <br />1'-O" <br />8" <br />1'-1" <br />1 2'-9" <br />12" <br />V-3" <br />6'-6" <br />#4 0 16" O.C. <br />- <br />#4 0 9" O.C. <br />4'-0" <br />0'-8" <br />8" <br />1'-0" <br />2'-4" <br />12" <br />STD <br />4'-6" <br />#4 0 18" O.C. <br />- <br />#4 0 9" O.C. <br />�Q BLDG RETAINING WALL AND REINFORCEMENT SCHEDULE <br />-'k <br />BAR D -6N <br />#3 1 1/2" I sD <br />#4 2" 53 SS - <br />#5 2 1 /2" 4cF I° 1 <br />#6-#8 6d <br />FOR REINFORCING BARS <br />FOR STIRRUPS & TIES <br />1 <br />d= BAR DIAMETER 6� <br />D= 6d FOR #3 THRU #8 <br />D= 8d FOR #9 THRU #11 <br />OFFSET <br />TYPICAL BAR BENDING DETAIL <br />SIMPSON HOLDOWN <br />(_) 2x_ S1UDS OR <br />& STUDS PER TABLE <br />POST PER HOLDOWN <br />TABLE <br />SIMPSON SSTB <br />BOLTS PER MFR <br />INSTALLED W/ NUT W <br />& WASHER (MIN <br />EDGE DIST = 1-3/4") <br />SIMPSON HOEDOWN <br />PER TABLE OR HD <br />PER HOLDOWN TABLE <br />ANCHOR W/ EMBED <br />x <br />PER TABLE <br />- <br />CONC FND WALL <br />x <br />PER PLAN. SEE <br />#4 CONT <br />DETAILS <br />D <br />D. .. d.d. <br />D .'d 1 <br />dd <br />b " <br />a. . <br />D <br />':d <br />' e. <br />d <br />a d .. <br />:. d <br />�1 <br />B <br />TYPICAL HOLDOWN(s) <br />FIDN <br />RADIUS • :' x xLi <br />—; <br />i <br />0 j t 4" MIN <br />+ #4 NOSING BAR <br />• 6x6 - W1.4xW1.4 - WWF 0 CL <br />- #4 CONT <br />9� TYP SLAB ON GRADE STAIRS <br />11 <br />C <br />24 DIA. (15" MIN.) <br />TYP ALL CORNER <br />D PARS AND SPLICES <br />PLACE ALTERNATING <br />CORNER BARS AS <br />SHOWN <br />�— 2"MIN - 6" <br />MAX. (TYP) <br />rL <br />MIN. 180' HOOK <br />AP 24 DIA. W/ <br />ORIZ REINF <br />1ll <br />I -n SHOWN; USE APPROPRIATE DETAILS. <br />CLR11 <br />ACI MIN. CLEAR + 1/2" MAX. --I <br />TYPICAL REINFORCEMENT PLACEMENT DIAGRAM <br />SLOPE PER ARCH <br />a <br />a <br />4" SLAB ON GRADE PER <br />FOUNDATION NOTES <br />(SLOPE PER ARCH) <br />(2)-#4 CONT <br />TYP THICKENED EDGE @ PATIO <br />VERTICAL EXPANSION 1/2" DEEP CHAMFER <br />JOINT 0 100'-0" O.C. <br />90# FELT BETWEEN <br />STOP REINF WIDTH OF WALL <br />0 JOINT <br />EXPANDION JOINT DETAIL <br />N.T.S. <br />CONTROL JOINT 0 — 1/2" DEEP CHAMFER <br />(LOCO" O.C. MAX <br />(LOCATE PER ARCH.) <br />x' <br />REINF 0 OWNERS DISCRETION WIDTH OF WALL <br />FOR NON-STRUCTURAL S.O.G. <br />CONTROL JOINT DETAIL <br />N.T.S. <br />TYP CONTROL & EXPANSION JOINTS <br />REINF TO BE SAME <br />AS LONGITUDINAL BARS. <br />PROVIDE 24" LAP <br />MIN W/ LONGITUDINAL REINF. <br />T <br />7 <br />MIN DIM TO BE SAME <br />AS FTG THICKNESS <br />TYP WALL FTC <br />STEP <br />---�— : x <br />- Q 2 <br />I <br />CI <br />FTG THICKNESS — <br />�61 TYPICAL STEPPED FOOTING <br />1. VERTICAL REINF. SHOWN IS ADDED IF NORMAL <br />D <br />WALL REINF IS NOT IN PROPER LOCATIONS. <br />2. CORNER BARS ARE SAME SIZE AND SPACING <br />AS HORIZ REINF <br />3. 90' HOOKS MAY BE SUBSTITUTED FOR <br />CORNER BARS (SEE NOTE 5). <br />4. REINF AT ALL WALL CORNERS, ENDS AND <br />INTERSECTIONS SHALL BE FABRICATED AND <br />PLACED IN ACCORDANCE WITH APPROPRIATE <br />DETAIL SHOWN. <br />5. USE ACI MIN. 90' HOOK FOR EMBEDMENT <br />LESS THAN 24 DIAMETERS PAST FACE OF <br />WALL. <br />6. CONCRETE WALLS SHOWN;MASONRY WALLS <br />SIMILAR. <br />7. WALL DETAILS SHOWN;FTG. DETAILS SIMILAR. <br />8. VARIOUS WALL SECTIONS AND INTERSECTIONS <br />e <br />TYPICAL So AIR GAP PARTY WALL <br />�L�—]fY IiVIV 1 <br />1'-4" <br />TYPICAL 1" AIR GAP PARTY WALL <br />(2)-#4 CO <br />`L�—JfY l: VIV 1 <br />1'-4" <br />TYPICAL INTERIOR FTG <br />C. <br />D.C. <br />1 EXTERIOR STEg WWALL <br />10101 7 Ave SE - <br />Structural Engineering Consultants <br />"low -Iff- <br />-t6x <br />m <br />I <br />0 <br />C! 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