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(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR (N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />1' <br /> <br />- <br /> <br />0 <br />" <br />NE <br />W <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />1' <br /> <br />- <br /> <br />0 <br />" <br />NEW FOOTING <br />1' - 0" <br />NE <br />W <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />1' <br /> <br />- <br /> <br />0 <br />" <br />L= <br />4 <br />' <br />HD <br />U <br />2 <br />1 <br />L=4' <br />HDU2 <br />L=4' <br />HDU2 <br />1 1 <br />22' - 0" <br />L= <br />4 <br />' <br />HD <br />U <br />2 <br />1 <br />L= <br />4 <br />' <br />HD <br />U <br />2 <br />1 <br />L= <br />4 <br />' <br />HD <br />U <br />2 <br />1 <br />17 <br />' <br /> <br />- <br /> <br />0 <br />" <br />L=4' <br />HDU2 <br />L=4' <br />HDU2 <br />1 1 <br />24' - 11" <br />NEW FOOTING <br />1' - 0" <br />(N) CONCRETE SLAB <br />4" THICK BASE OF 1/2 " OR LARGER <br />AGGREGATE, A 10 MIL VAPOR BARRIER <br />SHALL BE PROVIDED IN DIRECT <br />CONTACT WITH CONCRETE. <br />THE SLABS SHALL BE AT LEAST 4" THICK <br />AND SHALL BE REINFORCED WITH #4 <br />BARS SPACED AT INTERVALS NO <br />EXCEEDING 16" EACH WAY <br />(N) CONCRETE SLAB <br />4" THICK BASE OF 1/2 " OR LARGER <br />AGGREGATE, A 10 MIL VAPOR BARRIER <br />SHALL BE PROVIDED IN DIRECT <br />CONTACT WITH CONCRETE. <br />THE SLABS SHALL BE AT LEAST 4" THICK <br />AND SHALL BE REINFORCED WITH #4 <br />BARS SPACED AT INTERVALS NO <br />EXCEEDING 16" EACH WAY <br />NE <br />W <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />1' <br /> <br />- <br /> <br />0 <br />" <br />NE <br />W <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />1' <br /> <br />- <br /> <br />0 <br />" <br />NE <br />W <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />1' <br /> <br />- <br /> <br />0 <br />" <br />L= <br />1 <br />1 <br />' <br />- <br />6 <br />' <br />' <br />HD <br />U <br />4 <br />1 <br />L=4' <br />HDU2 <br />1 <br />L=4' <br />HDU2 <br />1 <br />12' - 0" <br />9' - 1" <br />(N) CONCRETE SLAB <br />4" THICK BASE OF 1/2 " OR LARGER <br />AGGREGATE, A 10 MIL VAPOR BARRIER <br />SHALL BE PROVIDED IN DIRECT <br />CONTACT WITH CONCRETE. <br />THE SLABS SHALL BE AT LEAST 4" THICK <br />AND SHALL BE REINFORCED WITH #4 <br />BARS SPACED AT INTERVALS NO <br />EXCEEDING 16" EACH WAY <br />14 <br />AD.5 <br />14 <br />AD.5 20 <br />AD.5 <br />18 <br />AD.5 <br />17 <br />AD.5 <br />17 <br />AD.5 <br />18 <br />AD.5 <br />EXISTING GARAGE FOOTING <br />(E) 4" CONCRET SLAB <br />Leveling of existing concrete slab <br />where required. <br />Installation of RedGard. <br />Waterproofing and Crack <br />Prevention Membrane. Be <br />provided in the indicated <br />areas, it complies with the <br />required standard ESR-1413 <br />SEE NOTES TO COMPLY WITH <br />WATER RESISTIVE BARRIERS <br />(E) 4" CONCRET SLAB <br />Leveling of existing concrete slab where <br />required. <br />Installation of RedGard. Waterproofing and <br />Crack Prevention Membrane. Be provided in <br />the indicated areas, it complies with the <br />required standard ESR-1413 <br />SEE NOTES TO COMPLY WITH <br />WATER RESISTIVE BARRIERS <br />17 <br />' <br /> <br />- <br /> <br />6 <br />" <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR (N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N) 4X6 <br />HDR <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />(N <br />) <br /> <br />2 <br />X <br />1 <br />0 <br /> <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />1 <br />0 <br /> <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />X <br />1 <br />0 <br /> <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />2 <br />' <br />' <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />2x8 RIDGE BOARD 2x8 RIDGE BOARD <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />HD <br />R <br />DATE: <br />SCALE: <br />Adan MoralesDRAFTER: <br />PERMIT No <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />L <br />E <br />: <br />DESIGN - PLANNING - PERMIT <br />7469 Foothill Blvd, Tujunga, <br />CA 91042 <br />Cel: (323) 516-5846 <br />Email: info@arkitpp.com <br />info@arkitpp.com <br />Office Hours <br />Monday - Friday: 8:00am to 6:00 pm <br />THIS DESIGN AND <br />DRAWINGS, ARE COPYRIGHT <br />PROTECTED AND ARE THE <br />EXCLUSIVE PROPERTY OF <br />ARKIT PLANS & PERMIT, <br />THEY SHALL BE NO USED, <br />MODIFIED DUPLICATED IN <br />WHOLE OR IN ANY MANNER, <br />NOR ASSIGNED TO A THIRD <br />PARTY WITHOUT THE <br />WRITTEN AUTHORIZATION <br />OF ARKIT PLANS & PERMIT. <br />1 <br />REVISIONS <br />SYMB DESCRIPTIONS DATE <br />REVISION <br />OWNER: Gustavo Valencia / Yannet Leal <br />ADDRESS: 2223 S Rene Dr, <br />Santa Ana, CA 92704 <br />PROPOSED FOR: <br />PROJECT <br />MANAGEMENT:Rafael Estevez <br />AS SHOWN <br />N <br /> Approval stamp <br />FEB 5 2026 <br />NE <br />W <br /> <br />A <br />D <br />U <br /> <br />7 <br />9 <br />8 <br /> <br />S <br />Q <br />. <br />F <br />T <br />. <br />AD.5 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />Note: <br />Annular spaces around pipes, electrical cables, conduits or other <br />openings in sole/bottom plates at exterior walls <br />Shall be protected against the passage of rodents by closing such <br />openings with cement mortar, concrete masonry or similar <br />methods. <br />SHEAR WALL 1/2" WOOD <br />STRUCTURAL PANEL W/ 8D @ <br />6"/6"/12" O.C. 7/8" STUCCO O/ WOVEN <br />WIRE OR EXPANDED METAL LATH W/ <br />NO. 11 GA. NAILS 1-1/2"x7/16" HEADS <br />W/ 1/4" FURRING APPLIES TO NAILING <br />AT ALL STUDS TOP & BOTTOM <br />PLATES & BLOCKING. <br />WOOD SOLE PLATES AT ALL <br />EXTERIOR WALLS ON MONOLITHIC <br />SLABS, WOOD SOLE PLATES OF <br />BRACED WALL PANELS AT BUILDING <br />INTERIORS ON MONOLITHIC SLABS <br />AND ALL WOOD SILL PLATES SHALL <br />BE ANCHORED TO THE FOUNDATION <br />WITH ANCHOR BOLTS SPACED A <br />MAXIMUM OF 6 FEET (1829 MM)ON <br />CENTER. BOLTS SHALL BE AT LEAST <br />z INCH (12.7 MM) IN DIAMETER AND <br />SHALL EXTEND A MINIMUM OF 7 <br />INCHES (178 MM) INTO CONCRETE <br />OR GROUTED CELLS OF CONCRETE <br />MASONRY UNITS. A NUT AND <br />WASHER SHALL BE TIGHTENED ON <br />EACH ANCHOR BOLT. THERE SHALL <br />BE A MINIMUM OF TWO BOLTS PER <br />PLATE SECTION WITH ONE BOLT <br />LOCATED NOT MORE THAN 12 <br />INCHES (305 MM) OR LESS THAN <br />SEVEN BOLT DIAMETERS FROM <br />EACH END OF THE PLATE SECTION. <br />INTERIOR BEARING WALL SOLE <br />PLATES ON MONOLITHIC SLAB <br />FOUNDATION THAT ARE NOT PART <br />OF A BRACED WALL PANEL SHALL BE <br />POSITIVELY ANCHORED WITH <br />APPROVED FASTENERS. SILL <br />PLATES AND SOLE PLATES SHALL BE <br />PROTECTED AGAINST DECAY AND <br />TERMITES WHERE REQUIRED BY <br />SECTION R317 AND R318. COLD- <br />FORMED STEEL FRAMING SYSTEMS <br />SHALL BE FASTENED TO WOOD SILL <br />PLATES OR ANCHORED DIRECTLY TO <br />THE FOUNDATION AS REQUIRED IN <br />SECTION R505.3.1 OR R603.3.1. <br />1 <br />DETAIL <br /> 1/4" = 1'-0" <br />FOUNDATION PLAN1 <br /> 1/4" = 1'-0" <br />FRAMING PLAN2 <br />20 <br />14 <br />17 18 <br />1) Depth of foundations below the natural grade shall <br />not be less than 18 inches. <br />2) Continuous foundations shall be reinforced with at <br />least four continuous #4 reinforcing bars, two #4 <br />bars at the top and two #4 bars at the bottom. <br />3) Slab construction shall be minimum 4” thick, <br />reinforced with #4 bars at 18” on center each way. <br />4) Doweling of the new foundations and slabs into <br />the existing foundations and slabs shall be required. <br />Dowels shall be a minimum of 6” into the existing <br />concrete and shall extend a minimum of 24” into the <br />new concrete. Dowels shall be minimum #3 bars at <br />18” on center or #4 bars at 24” on center. <br />FOUNDATION NOTES: