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A <br />S2 <br />A <br />S2 <br />A <br />S2 <br />A <br />S2 <br />1 <br />L=5'-0" <br />1 <br />L=9'-4" <br />1 <br />L= <br />7 <br />' <br />- <br />1 <br />0 <br />" <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />1 <br />L=5'-11" <br />1 <br />L=6'-1" <br />1 <br />L=4'-1" <br />1 <br />L= <br />9 <br />' <br />- <br />4 <br />" <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />C <br />S2 <br />C <br />S2 <br />C <br />S2 <br />C <br />S2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />1 <br />L= <br />5 <br />' <br />- <br />9 <br />" <br />HDU <br />2 <br />HDU <br />2 <br />D <br />S2 <br />D <br />S2 <br />4" THK. CONCRETE SLAN ON GRADE W/ #4 BARS @ 16" <br />O/.C. E.W. CENTERED ON TOP A 4INCH THICK BASE <br />OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL <br />BE PROVIDED FOR THE PROPOSED SLAB ON GRADE <br />CONSTRUCTION. 6 MIL VISQUEEN VAPOR BARRIER <br />OVER SHALL BE PROVIDED IN DIRECT CONTACT WITH <br />CONCRETE FOR THE PROPOSED SLAB ON GRADE <br />CONSTRUCTION <br />D <br />S2 <br />HDU <br />2 <br />D <br />S2 <br />D <br />S2 <br />D <br />S2 <br />D <br />S2 <br />D <br />S2 <br />HDU <br />2 <br />D <br />S2 <br />1 <br />L=7'-4" <br />1 <br />L= <br />5 <br />' <br />- <br />5 <br />" <br />HDU <br />2 <br />D <br />S2 <br />F <br />W / D <br />1 <br />L=6'-9" <br />1 <br />L=4'-1" <br />W / D <br />F <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />R <br />R <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />R <br />R <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />2 X 8 RIDGE BOARD <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />C <br />J <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />4 X 4 HDR #1 <br />4 X 4 HDR #1 <br />4 X 4 HDR #14 X 4 HDR #1 <br />4 <br />X <br /> <br />4 <br /> <br />H <br />D <br />R <br /> <br /># <br />1 <br />4 <br />X <br /> <br />4 <br /> <br />H <br />D <br />R <br /> <br /># <br />1 <br />4 X 4 HDR #1 <br />HDU <br />2 <br />4 X 4 HDR #1 <br />4 <br />X <br /> <br />4 <br /> <br />H <br />D <br />R <br /> <br /># <br />1 <br />4 X 4 HDR #1 <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />R <br />R <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />R <br />R <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />1 <br />L=5'-0" <br />1 <br />L=6'-9" <br />1 <br />L=9'-4" <br />1 <br />L= <br />7 <br />' <br />- <br />1 <br />0 <br />" <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />1 <br />L=5'-11" <br />1 <br />L=6'-1" <br />1 <br />L=4'-1" <br />1 <br />L= <br />9 <br />' <br />- <br />4 <br />" <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />2 X 8 RIDGE BOARD <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />C <br />J <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />NE <br />W <br /> <br />2 <br />X <br />8 <br /> <br />( <br />C <br />J <br />) <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />1 <br />L=7'-4" <br />1 <br />L= <br />5 <br />' <br />- <br />5 <br />" <br />NEW 2X8 (RR) <br />@ 16" O.C <br />NEW 2X8 (RR) <br />@ 16" O.C <br />2 <br />X <br /> <br />8 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />HDU <br />2 <br />HDU <br />2 <br />E <br />S2 <br />F <br />S2 <br />G <br />S2 <br />S2 <br />H <br />H <br />S2 <br />1 <br />L= <br />5 <br />' <br />- <br />9 <br />" <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />4 X 4 HDR #1 <br />1 <br />L=4'-1" <br />4 X 4 HDR #1 <br />HDU <br />2 <br />HDU <br />2 <br />S1 <br />WOOD FRAME <br />PRESCRIPTIVE <br />PROVISIONS <br />RESTRICTIVE NOTICE: <br />ALL DESIGNS, IDEAS, DETAILS, PLANS, AND SPECIFICATIONS <br />INDICATED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY <br />OF DDB., LLC. THE PLANS WERE CREATED AND DEVELOPED FOR <br />USE ON, AND IN CONJUNCTION WITH, THE SPECIFIC PROJECT <br />DESCRIBED HEREIN. NO PART THEREOF SHALL BE <br />REPRODUCED, COPIED, ADAPTED, MODIFIED, OR DISTRIBUTED <br />TO OTHERS WITHOUT PRIOR WRITTEN AND SPECIFIC CONSENT <br />OF DDB., LLC. <br />____________________________________________________________ <br />DATE: <br />____________________________________________________________ <br />EDGAR VIDAL <br />PLANS PREPARED BY: <br />SCALE: <br />DATE: <br />DRAWN: <br />CHECKED: <br />REVISION: <br />REVISION: <br />07.24.2024 <br />1/8" = 1' - 0" <br />E. VIDAL <br />1226 W NINTH ST <br />UPLAND, CA 91786 <br />310-487-1613 <br />HELLO@DREAMDESIGN.BUILD <br />DREAMDESIGN.BUILD <br />OWNER: <br />RAFAEL LUZ <br />ADDRESS: <br />2024 S GARNSEY ST UNIT #2 <br />SANTA ANA, CA 92707 <br />SCOPE OF WORK: <br />NEW DETACHED ADU 542 SQ. FT. <br />SCALE: 1/4" = 1'-0" <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />FOUNDATION PLAN <br />GENERAL NOTES: <br />1. ANCHOR BOLTS: 5/8' X1O' EMBEDMENT 7* AND AND SPACED 6'-O' O.C. WITH <br />3X3 X.299" PLATE WASHERS, WITH MINIMUM 2 ANCHOR BOLTS PER PIECE. <br />LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLTS DIAMETERS FROM EACH <br />END OF THE PIECE. <br />2. ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br />SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH. AND SILLS THAT REST ON <br />CONCRETE OR MASONRY FOUNDATIONS. SHALL BE PRESSURE TREATED WOOD. <br />3.MINIMUM CONCRETE STRENGTH: 4500 PSI. <br />4.BEARING WALLS AND BRACED WALL PANELS REQUIRE CONTINUOUS FOOTINGS. <br />5. WHERE INTERIOR WALLS ARE SHEAR WALL PANELS, WALL FRAMING AND SHEATHING <br />SHALL EXTEND TO THE ROOF SHEATHING. <br />6. PROVIDE CORROSION RESISTANT WEEP SCREED BELOW THE STUCCO A MINIMUM <br />OF 4' ABOVE EARTH OR 2' ABOVE PAVED AREAS. <br /> <br />7. PROVIDE DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS. <br />8. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. <br />10. FLOORING SHALL HAVE TONGUE AND GROVE OR BLOCKED PANEL EDGES. <br />ALL MORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS SHALL OCCUR OVER <br />BLOCKING EQUAL IN SIZE TO THE STUDDING. <br />11. STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED WITH MINIMUM TWO <br />LAYERS OF 154 FELT UNDERLAY PRIOR TO PLACING FINISH MATERIAL. <br />12. PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWN TO POST CONNECTIONS. <br />13. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED. A SOILS INVESTIGATION <br />REPORT MAY BE REQUIRED. <br />EXPANSIVE SOIL REQUIREMENTS: <br />I.1.IF SOIL IS FOUND TO BE EXPANSIVE. THE FOOTINGS MUST MEET THE <br />FOLLOWING MINIMUM REQUIREMENTS. <br />1.2.DEPTH OF FOOTING BELOW NATURAL AND FINISH GRADES SHALL NOT BE LESS <br />THAN 24 INCHES FOR EXTERIOR AND 18 INCHES FOR INTERIOR FOOTINGS. <br />1.3.EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON <br />CONTINUOUS FOOTINGS. <br />1.4.FOOTINGS SHALL BE REINFORCED WITH MINIMUM FOUR 1/2-INCH DIAMETER <br />DEFORMED REINFORCING BARS. TWO BARS SHALL BE PLACED 4 INCHES OF THE <br />BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES OF THE TOP OF <br />THE FOOTINGS. <br />1.5.THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH <br />MOISTURE TO A DEPTH OF 18 INCHES PRIOR TO PLACING THE CONCRETE. <br />1.6.CONCRETE SLABS ON GRADE SHALL BE PLACED ON A 4-INCH FILL OF COARSE <br />AGGREGATE OR ON A 2' SAND BED COVERING MOISTURE BARRIER MEMBRANE. <br />THE SLABS SHALL BE AT LEAST 4° THICK AND SHALL BE REINFORCED WITH #4 <br />BARS SPACED AT INTERVALS NOT EXCEEDING I 6" EACH WAY. <br />FLOOR JOIST: <br />LIGHT DEAD LOAD: <br />MAX.FLOORING LOAD: <br />LIVE LOAD: <br />CEILING JOIST: <br />DEAD LOAD: <br />LIVE LOAD: <br />ROOF RAFTERS: <br />LIGHT DEAD LOAD: <br />MAX.ROOF LOAD: <br />LIVE LOAD: <br />FLOOR GIRDERS: <br />MAX FLOOR DEAD LOAD: <br />HEADERS: <br />3-8D <br />2-8D <br />16D@16" O.C. <br />3-16D@16 O.C. <br />2-16D <br />4-8D.TOENAIL. OR <br />2-1 GD. END NAIL <br />16D @24" O.C. <br />16D @ 16" O.C. <br />8-16D <br />3-8D <br />8D @6° O.C. <br />2-16D <br />3-8D <br />4-8D <br />3-16D <br />3-16D <br />3-8D <br />16D @ 24 O.C. <br />2-16D @ <br />EACH BEARING <br />#2 <br />UP TO 10 PSF <br />1.5 PSF (CARPET OR VINYL) <br />40 PSF <br />#2 <br />5 PSF <br />10 PSF <br />#2 <br />UP TO 15 PSF <br />6 PSF <br />20 PSF <br />#I <br />15 PSF <br />#I <br />ALL LUMBER SHALL BE STRUCTURAL GRADE DOUGLAS FIR <br />(COAST REGION) UNLESS OTHERWISE NOTED. <br />*HOLD-DOWN HARDWARE MUST BE SECURED IN <br />PLACE PRIOR TO FOUNDATION INSPECTION. <br />*HOLD- DOWN CONNECTOR BOLTS INTO WOOD <br />FRAMING REQUIRE 0.229-IN.X 3-IN. X 3-IN PLATE <br />WASHERS ON THE POST OPPOSITE THE <br />HOLD-DOWN, AND HOLD-DOWNS SHALL BE <br />TIGHTENED TO FINGER TIGHT PLUS ONE HALF <br />WRENCH TURN JUST PRIOR TO COVERING THE <br />WALL FRAMING. <br />NAILING SCHEDULE <br />JOIST TO SILL OR GIRDER. TOE NAIL: <br />BRIDGING TO JOIST. TOENAIL EACH END: <br />SOLE PLATE TO JOIST OR BLOCKING. TYICAL FACE NAIL: <br />SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS: <br />TOP PLATE TO STUD. END NAIL: <br />STUD TO SOLE PLATE: <br />DOUBLE STUDS. FACE NAIL: <br />DOUBLE TOP PLATES. TYPICAL FACE NAIL <br />DOUBLE TOP PLATES. LAP SPLICE: <br />BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL: <br />RIM JOIST TO TOP PLATE, TOENAIL: <br />TOP PLATES. LAPS AND INTERSECTIONS. FACE NAIL: <br />CEILING JOIST TO PLATE. TOENAIL: <br />CONTINUOUS HEADER TO STUD. TOENAIL: <br />CEILING JOIST. LAPS OVER PARTITIONS. FACE NAIL: <br />CEILING JOIST TO PARALLEL RAFTERS. FACE NAIL: <br />RAFTERS TO PLATE, FACE NAIL <br />BUILT-UP CORNER STUDS <br />2* PLANKS. <br />SHEARWALL:1/2' STRUCT I PLY W/ 10d @ 6%6/12' O.C. <br />FLOOR SHEATHING:5/8 TAG PLYWD. W/10d @6%6"/12' O.C (COMMON NAILS) <br />ROOF SHEATHING:1/2' CDX PLY WOOD W/ 8d @66%12* <br />NOTES: <br />*FASTENERS FOR PRESERVATIVE-TREATED OR <br />FIRE-RETARDANT-TREATED WOOD SHALL BE <br />OF HOT DIPPED ZINC-COATED GALVANIZED <br />STEEL IN ACCORDANCE WITH ASTM A 153. <br />ROOF DIAPHRAGM <br />USE 15/32" CDX APA RATED W/ 8d COMMON NAILS @ <br />4:4:8 OR O.S.B. EQ (TYP) P.I. 32/16 <br />*FOUNDATION SILLS SHALL BE NATURALLY <br />DURABLE OR PRESERVATIVE-TREATED WOOD. <br />FIELD-CUT ENDS, NOTCHES, AND DRILLED <br />HOLES OF PRESERVATIVE-TREATED WOOD <br />SHALL BE FIELD-TREATED PER AWPA M4. <br />CONCRETE FOOTINGS: <br />CONCRETE TO BE TYPE V CEMENT WITH MAXIMUM <br />WATER CEMENT RATIO OF .45 AND MINIMUM <br />COMPRESSIVE STRENGTH OF 2500 PSI <br />BRACE WALL SCHEDULE <br />15/32" APA STRUCT I PLWD W/ 10d COMMON NAILS AT 6" <br />@ EDGES & BOUNDARY AND 12" O.C. ON FIELD <br />B.W. <br />TYPE BRACE WALL DESCRIPTION <br />1 <br /># / FT.TOP PLATE <br />TO BLKG <br />SILL PLATE CONNECTION TO FLR <br />BELOW OR FOUNDATION <br />250 SIMPSON A35 <br />@ 16" O.C. <br />16 I COMMON NAILS @ 4" O.C. FOR <br />WOOD OR 5 <br />8" DIA X 12" A.B. @ 32" <br />O.C. 9" MIN INTO CONC. AND <br />W/ 3" X 3" X .229 PLATE WASHER <br />MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS: <br />1. DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS THAN 18INCHES. <br />2. CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING BARS, TWO #4 BARS AT <br />THE TOP AND TWO #4 BARS AT THE BOTTOM. <br />3. SLAB CONSTRUCTION SHALL BE MINIMUM 4” THICK, REINFORCED WITH #4 BARS AT 18” ON CENTER EACH WAY. <br />4. DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISTING FOUNDATIONS AND SLABS SHALL BE REQUIRED. DOWELS <br />SHALL BE A MINIMUM OF 6” INTO THE EXISTING CONCRETE AND SHALL EXTEND A MINIMUM OF 24” INTO THE NEW CONCRETE. DOWELS <br />SHALL BE MINIMUM #3 BARS AT 18” ON CENTER OR #4 BARS AT 24” ON CENTER. <br />2024 S Garnsey St & Unit <br />#24/18/2025