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1 <br />E <br />3 <br />NO <br />48 BAR DIA. <br />')d" HIM <br />SUB -BASE - <br />— — --- — — — — — <br />.IIIIIII-IIIII 1 ,,Illill= <br />VAPOR RETARDER <br />TYP. SLAB ON GRADE (S.O.G) A TYP. SLAB ON GRADE (S.O.G.) B <br />W/ VAPOR RETARDER W/O VAPOR RETARDER <br />SEE PLAN FOR 144 CONT. <br />DIMENSION T & B <br />a a III <br />a III <br />1=III=III III=1 — — — <br />��IIII,I, III �Illl�,lll��illlllll IIIII—III III I III III —III II III III III III III III II <br />SUB -BASE SUB -BASE 8" MIN. <br />TYP. SLAB DEPRESSION TYP. THICKENED SLAB EDGE <br />C D <br />TYP. SLAB ON GRADE (S.O.G. <br />NOT TO SCALE <br />END OF SHEAR <br />PANEL <br />TYP. EXT. SHEATH'G 1'-0" <br />SHALL BE APPLIED MAX. <br />TO ALL WALLS <br />ABOVE OPEN'G E.N. <br />7 _L_AA_ <br />o <br />KING & TRIMMER <br />STUDS @ OPENINGS <br />WHERE OCCURS <br />NOTES: <br />STRAP <br />HOLDOWN <br />PER PLAN <br />SHEAR PANEL <br />PER PLAN <br />WHERE OCCURS <br />N. 4x POST OR 2X2 STUD PER PLAN <br />—STRAP <br />HOLDOWN <br />PLAN VIEW <br />TYPICAL STRAP HOLDDOWN <br />NOT TO SCALE <br />B <br />PLACE 900 HOOK ON <br />OPPOSITE SIDE AT <br />ALTERNATE STIRRUPS <br />0 <br />LO <br />STIRRUP CAP <br />1350—/ 135°- <br />HOOK H00 <br />TYP. TYP. <br />CLOSED HOOP, STIRRUP OR TIE <br />135°_J <br />HOOK <br />TYP. <br />OPEN HOOP, STIRRUP OR TIE <br />135° <br />H00—K\ <br />90° <br />HOOK• <br />CROSS TIE <br />1350—�, 900 <br />HOOK HOOK <br />TYP. <br />CIRCULAR HOOP <br />STIRRUPS, TIES, HOOPS AND CROSS TIES <br />TYP. REINFORCING BAR BENDS <br />NOT TO SCALE <br />C D <br />BAR SIZE <br />BEND DIA. <br />#5 & SMALLER <br />4db <br />#6 THRU #8 <br />6db <br />OZM 00 zr� z <br />C14 it <br />� �� It <br />It <br />O <br />co <br />M <br />6 <br />O db� <br />D = BEND DIA. <br />db =BAR DIA. 900 STD HOOK 1350 STD HOOK <br />BEND DIAMETERS STANDARD HOOK LENGTHS <br />MIN. BEND DIAMETERS AND STANDARD HOOK LENGTHS FOR STIRRUPS, TIES, HOOPS AND CROSS TIES <br />BAR SIZE <br />BEND DIA. <br />#3 THRU #8 <br />6db <br />#9 THRU #11 <br />8db <br />#14 THRU #18 <br />10db <br />N <br />4db OR <br />D = BEND DIA. 3 MIN. <br />db = BAR DIA. 900 STD HOOK 1800 STD HOOK <br />BEND DIAMETERS STANDARD HOOK LENGTHS <br />MIN. BEND DIAMETERS AND STANDARD HOOK LENGTHS FOR BARS OTHER THAN <br />STIRRUPS, TIES, HOOPS AND CROSS TIES <br />NOTES: <br />1. PROVIDE NON -CORROSIVE METAL SLEEVES WITH INNER DIAMETER 1" GREATER THAN THE <br />OUTER DIAMETER OF THE PIPE. <br />2. IF PIPE IS IN PLACE PRIOR TO POURING CONCRETE, WRAP PIPE WITH 1" COMPRESSIBLE <br />MATERIAL BEFORE POURING CONCRETE IN LIEU OF SLEEVE. <br />3. FOR PIPES POSITIONED BELOW FOOTINGS, WHERE CONCRETE FILL ENCASEMENT IS NOT FEASIBLE <br />CONTACT THE SOILS ENGINEER TO OBTAIN SURCHARGE SOILS PRESSING AND DESIGN PIPE & PIPE <br />JOINTS TO SUSTAIN ALL LOADS INCLUDING SOILS SURCHARGE PRESSURES. <br />PIPE/CONDUIT TO <br />CLEAR SLEEVE BY 1/2" . <br />ALL AROUND III <br />III II II II a = = PIPE/CONDUIT TO <br />z_ <br />CLEAR SLEEVE BY 1/2 <br />ALL AROUND <br />— as <br />a <br />PIPE/ <br />CONDUIT <br />a z <br />SLEEVE a a <br />N <br />PIPE IS POSITIONED ABOVE FOOTING AND GOES <br />THROUGH STEMWALL A <br />co <br />M <br />z_ CONC. FILL T <br />BEFORE FTG. IS POURED, PLACE <br />`o SLEEVE SAME WIDTH AS FTG. AND FULL <br />WIDTH OF PIPE/CONDUIT TRENCH <br />PIPE IS POSITIONED BELOW AND PERPENDICULAR TO FOOTING <br />TYP. PIPE/CONDUIT SLEEVE AT FOOTINGS <br />NOT TO SCALE <br />1. SLAB JOINTS SHALL BE IN SQUARE OR RECTANGULAR (MAX. 1.5:1 RATIO) PATTERN WITH JOINT SPACING OF 10'-0" MAX. IN EITHER DIRECTION WITH EACH SQUARE OR <br />RECTANGULAR AREA NOT TO EXCEED 100 SQ. FT. <br />2. WAIT (7) DAYS PRIOR TO OPERATING VEHICLES AND EQUIPMENT ON SLABS. CRANE OUTRIGGERS LOAD SHALL BE WELL -PLANNED TO DISTRIBUTED EVENLY TO AVOID <br />LOCALIZED CRACKING. <br />3. DO NOT PLACE CONCRETE WHEN THE TEMPERATURE EXCEEDS 900 OR FALLS BELOW 300 OR WHEN THE WIND EXCEEDS 18 mph. <br />4. WHERE CURING COMPOUND IS REQUIRED, APPLY IN TWO COATS IN OPPOSITE DIRECTIONS WITH AN EXTRA APPLICATION ON ALL SAW CUT JOINTS. CURING COMPOUND <br />MUST BE PLACED WITHIN (2) HOURS OF CONCRETE PLACEMENT. <br />5. WHEN WIND, TEMPERATURE AND HUMIDITY CONDITIONS CAUSE EARLY DISAPPEARANCE OF BLEED WATER, USE A FOG SPRAY. CURING SHALL COMMENCE <br />IMMEDIATELY AFTER FINISHING. <br />TYP. SLAB ON GRADE JOINTS <br />L j NOT TO SCALE <br />If this sheet is smaller than 24" high by 36" wide then it has been reduced. <br />OPTION-1 <br />SAWCUT AS SOON AS POSSIBLE AFTER POUR WITHOUT <br />SPALLING EDGES <br />OPTION-2 <br />1/8 USE MASONITE OR QUICK STRIP JOINT INSTALLED PER <br />MAX. MANUFACTURER'S RECOMMENDATIONS. <br />_ REINF. PER PLAN OPTION-3 <br />USE TOOL JOINT WHEN CONCRETE IS WET. <br />ZA a <br />---------------------------------- <br />_IIII li��ll ��� I IIII IIIII Ililll,�� I ���II IIII I���II „� I „�Illiil IIIIIIIII i�� I IIII IIIIII III I I IIIII III IIIII I Bill IIII I <br />„II — wZ <br />WEAKENED PLANE JOINT (CONTROL JOINT) TO BE PLACED AS INDICATED A m <br />mry, <br />=)w <br />07 a- <br />E <br />LEGENDS FOR REINF. BENDS (NOT TO SCALE) <br />INDICATES 900 BEND IN PLANE OF DRAWING <br />'p INDICATES 900 BEND PERPENDICULAR TO PLANE <br />OF DRAWING <br />INDICATES 1350 BEND IN PLANE OF DRAWING <br />INDICATES 1800 BEND IN PLANE OF DRAWING <br />INDICATES 1350 OR 1800 BEND PERPENDICULAR TO <br />PLANE OF DRAWING <br />--------1 <br />D INDICATES OFFSET IN PLANE OF DRAWING <br />FND. WALL & u BACKFILL <br />FTG. a- V-6" MIN. � <br />1/i4 <br />III <br />I„ I 1111l l 1111l l li i it l lw I II I II I I� 1 d' <br />a 2 <br />PIPE/CONDUIT - <br />-I1 <br />0 <br />NO EXCAVATION FOR <br />PIPE/CONDUIT TRENCH PARALLEL <br />TO FTG. BELOW THIS LINE, DROP <br />FTG. AS REQUIRED TO MAINTAIN <br />THIS EXCAVATION SLOPE <br />PIPE IS POSITIONED ADJACENT TO & PARALLEL TO FTG. <br />NOTES: <br />1. FOR FOOTINGS WITH A SINGLE LAYER OF REINFORCEMENT, USE THE OUTER <br />LAYER REINFORCING LAYOUT AND PLACE AT CENTER OF THE FOOTING. <br />2. FOR FOOTINGS WITH MORE THAN TWO LAYERS OF REINFORCEMENT, EXTEND THE <br />MIDDLE LAYER REINFORCEMENT AS FAR AS POSSIBLE AND PROVIDE A STANDARD <br />HOOK AT THE ENDS. <br />3. FOR DEVELOPMENT/SPLICE LENGTHS SEE SCHEDULE <br />48 RAR CIA 48 RAR DA ALTERNATE BEND <br />a <br />c <br />a <br />a <br />OC <br />d <br />PLAN VIEW AT CORNER PLAN VIEW AT INTERSECTION <br />SINGLE LAYER OF HORIZ. REINFORCEMENT <br />TYP. REINF. AT FOOTING INTERSECTIONS <br />NOT TO SCALE <br />48 BAR DIA. <br />24" MIN., TYP <br />a a � <br />¢� a <br />0 <br />coz \ <br />--� STD. HOOK <br />co 2i <br />fN <br /><1 <br />V WHEN PIPE/CONDUIT FALLS <br />ZI <br />BELOW THE 2:1 PLANE BUT <br />a IS ABOVE THE 1:1 PLANE, <br />FILL TRENCH WITH 2O00 psi <br />III CONCRETE SLURRY MIX <br />2 <br />\ 2 <br />\ <br />,I \ <br />NO EXCAVATION FOR v <br />PIPE/CONDUIT TRENCH PARALLEL \ \ <br />TO FTG. BELOW THIS LINE, DROP <br />FTG. AS REQUIRED TO MAINTAIN <br />THIS EXCAVATION SLOPE <br />PLAN VIEW AT CORNER PLAN VIEW AT INTERSECTION <br />DOUBLE LAYER OF HORIZ. REINFORCEMENT <br />CITY OF SANTA ANA <br />Manming a�cn Buifiding�ge n cy <br />A <br />� �nR �n ITJ.S N E <br />laster ID. JEDD <br />ate: <br />GARCIA RESIDENCE <br />ADU CONVERSION <br />O QPpFESS/DN ! <br />q <br />yQ JSP�HNCG� <br />MARIA GARCIA W S4907 ' z m <br />2058 S OAK ST cc Exp. 09-30-27mT � <br />SANTA ANA, CA 92707 <br />�P <br />T 714.305.8928 �rF ° ` P/2026 <br />Project Address <br />2058 S OAK ST <br />SANTA ANA, CA 92707 <br />Project Status <br />BKW STUDIO <br />13733 FRANCISCO DR <br />LA M I RADA, CA. 90638 <br />626.272.8479 <br />binhkwong@yahoo.com <br />Copyright @ 2025 <br />The ideas and designs represented herein and this drawing, all <br />prepared by BKW STUDIO, are for the use solely with respect to <br />this project and BKW STUDIO shall retain all common law, <br />statutory and other reserved rights including copyright and they <br />shall not be used by others for any other purpose without written <br />permission of BKW STUDIO. <br />client approval <br />principal in charge <br />issues / revisions <br />drawing title <br />TYPICAL DETAILS <br />scale <br />NOT TO SCALE <br />project number <br />2025-038 <br />date <br />S 1 <br />■ <br />Plot Date: 01/27/2026 <br />File Path <br />