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ROOF SHEATHING (UNBLOCKED) <br />1/2" THK CDX PLYWOOD (ALTER 7/16 THICK. OSB) <br />APA RATED STRUCTURAL PANEL <br />32/16 INDEX, 8 D NAILS @ 6", 12" O.C. <br />FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.) <br />D1 <br />12 <br />NOTE <br />WOOD FRAMING MEMBERS, INCLUDING WOOD <br />SHEATHING, THAT REST ON FOUNDATION WALL <br />ARE LESS THAN 8" SHALL BE PRESERVATIVE- <br />TREATED WOOD PER CBC 2022. <br />LEGEND <br />SHEAR WALL <br />NEW WALL <br />NEW FOUNDATION <br />NOTES: <br />5" THICK CONC. SLAB FLOOR, 2,500 PSI. @ 28 DAYS, <br />TYPE V CEMENT W/ #4 @ 18" O.C. EA WAY, OVER 10 MIL <br />VISQUEEN OVER 4" BASE 1 <br />2" OR LARGER AGGREGATE <br />12"Wx24"D CONT. FTG., W/ 2#5 T&B <br />24"SQx24"D PAD FOOTING, W/ 3#4 EA WAY <br />1 <br />2 <br />FOUNDATION ANCHOR BOLTS IN CONTACT WITH <br />PRESSURE TREATED SILL PLATE SHALL BE OF <br />HOT DIPPED ZINC-COATED GALVANIZED STEEL, <br />STAINLESS STEEL, SILICON BRONZE OR COPPER. <br />*ALL SHEAR HARDWARE AND ANCHOR BOLTS <br />WITH NON-STANDARD SPACING ARE TO BE FIXED <br />IN PLACE FOR FOUNDATION INSPECTION. <br />SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR <br />THE UTILITY AND/OR FOUNDATION. 90% COMPACTION <br />REPORT IS REQUIRED AT THE TIME OF FOUNDATION <br />INSPECTION. DAMP PROOFING, BASE COURSE AND <br />PRE-SATURATION ARE REQUIRED. <br />3 <br />EXISTING FOUNDATION <br />PANEL <br />THICKNESS <br />PANEL INDEX <br />EDGE NAILING <br />1 2 3 4 <br />3/8" <br />24/0 <br />8 D @ 6" <br />1/2"1/2"1/2" <br />24/0 24/0 24/0 <br />FIELD NAILING <br />TOP PLATE 2-2X <br />2X <br />SILL CON. <br />ANCHOR <br />BOLTS <br />A35 24" @ O.C. <br />RATING <br />SILL PLATE <br />ON WOOD <br />FLR. FOUND. <br />SILL PLATE <br />END POSTS <br />(MIN.) <br />CAPACITY 260 <br />(SHEAR WALL SCHEDULE FOR CRC 2022) <br />(SHEAR WALL #3, #4: W/ 3X STUD, SILL & BLOCK <br />BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE <br />FOR PLYWOOD BOUNDARY NAILING.) <br />8 D @ 4" <br />8 D @ 12" <br />8 D @ 3"8 D @ 2" <br />8 D @ 12"8 D @ 12"8 D @ 12" <br />2-2X 2-2X 2-2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />3X <br />3X <br />4X 4X <br />OR DBL 2X <br />4X <br />OR DBL 3X <br />4X <br />OR DBL 3X <br />16 D @ 6" <br />5/8" D X10" <br />@ 24" <br />16 D @ 4"40 D @ 4"40 D @ 3" <br />5/8" D <br />@ 16" <br />5/8" D <br />@ 12" <br />5/8" D <br />@ 24" <br />16" @ O.C.12" @ O.C.9" @ O.C. <br />APA CDX <br />EXPOSURE 1 <br />APA CDX <br />EXPOSURE 1 <br />340 460 600 <br />SHEAR WALL SCHEDULE <br />SHEAR WALL SCHEDULE <br />V = 260 PLF <br />PLYWOOD SHEAR WALL: 3/8" THK CDX PLYWOOD (ALTER <br />5/16" THK. OSB PANEL) APA RATED 32/16 INDEX 8D NAILS <br />@ 6", 12" O.C. <br />5/8"Ø X 10 AB'S @ 24" O.C. / 3X 3X 0.229 PLATE WASHER <br />1 <br />NOTE <br />FASTENERS IN PRESSURE-TREATED AND <br />FIRE-RETARDANT, TREATED WOOD SHALL BE OF <br />HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, <br />STAINLESS STEEL, SILICON BRONZE OR COPPER. <br />(E) KITCHEN <br />(E) BEDROOM #2 <br />(E) BEDROOM #3 <br />BATHROOM TO BE <br />LEGALIZED <br />(E) BATH <br />(E) ENCLOSED PATIO <br />TO BE LEGALIZED <br />(NEVER GOT FINALED) <br />(V.I.F). <br />(E) CL <br />9'-1" <br />10 <br />' <br />- <br />8 <br />" <br />25'-4" <br />8' <br />- <br />1 <br />1 <br />" <br />10'-3" <br />50 <br />' <br />- <br />2 <br />" <br />FOOTING <br />AND SLAB <br />(V.I.F.)01 <br />S1 <br />01 <br />S1 <br />01 <br />S1 <br />02 <br />S1 <br />02 <br />S1 <br />03 <br />S1 <br />04 <br />S1 <br />04 <br />S1 <br />1L=4' <br />04 <br />S1 <br />04 <br />S1 <br />03 <br />S1 <br />1 <br />L=4' <br />1 L=4' <br />1 <br />L=5' <br />(N <br />) <br /> <br />H <br />D <br />U <br /> <br />2 <br />(N <br />) <br /> <br />H <br />D <br />U <br /> <br />2 <br />04 <br />D1 <br />04 <br />D1 <br />(E) KITCHEN <br />(E) BEDROOM #2 <br />(E) BEDROOM #3 <br />BATHROOM TO BE <br />LEGALIZED (V.I.F.) <br />(E) BATH <br />(E) ENCLOSED PATIO <br />TO BE LEGALIZED <br />(NEVER GOT FINALED) <br />(V.I.F.) <br />(E) CL <br />9'-1" <br />10 <br />' <br />- <br />8 <br />" <br />25'-4" <br />8' <br />- <br />1 <br />1 <br />" <br />10'-3" <br />50 <br />' <br />- <br />2 <br />" <br />4x6 HDR4x6 HDR4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x4 HDR <br />4x4 HDR <br />(E <br />) <br /> <br />2 <br />x <br />8 <br /> <br />R <br />/ <br />R <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N) 2x6 R/R <br />@ 16" O.C. <br />(N) 2x6 C/J <br />@ 16" O.C. <br />05 <br />S1 <br />06 <br />S1 <br />ST6224 HORZ. <br />ST6224 HORZ.ST6224 HORZ. <br />ST6224 HORZ. <br />ST6236 HORZ.ST6236 HORZ.ST6224 HORZ. <br />ST6236 HORZ. <br />(E) 2x R/R <br />@ 16" O.C. <br />08 <br />S1 <br />07 <br />S1 <br />1L=4' <br />1 <br />L=4' <br />1 L=4' <br />1 <br />L=5'23 <br />D1 <br />(E) MAIN HOUSE FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />(E) MAIN HOUSE FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />01 02 <br />SLAB ON GRADE (E) TO (N) <br />N.T.S. <br />(E) WALL <br />(WHERE OCCURS) <br />(SEE PLAN) <br />2X STUDS <br />@ 16" O.C. <br />(E) CONCRETE <br />SLAB & FOOTING <br />TO BE REMAIN 12" <br />(N) CONCRETE SLAB <br />(SEE FOUNDATION) <br />(E) TO REMAIN <br />9" <br />12" <br />DOWEL # 4X24" @ 36" <br />O.C. W/ EPOXY <br />ESR-2508 <br />EXISTING NEW <br />6" <br /> #4 BARS <br />DOWELS TO MATCH <br />CONT.BARS IN NEW <br />FOOTING(EPOXY 6" <br />INTO EXIT'G. FOOTING) <br />ICC ESR 2508 <br />EXISTING <br />FOOTING 24"6" <br />NEW <br />FOOTING <br />EXISTING NEW <br />REBAR CONNECTION (N) TO (E) <br />N.T.S. <br />08 <br />05 <br />03 <br />01 <br />04 <br />06 <br />07 <br />EXTERIOR FOOTING <br />N.T.S. <br />12" <br />12 <br />" <br />4" CONC. SLAB W/ #3 <br />REBAR @18" E.W. <br />2X4 P.T.D.F. MUD SILL <br />W/ 5/8 Ø A.B. X 10" <br />LONG W/ 3" X 3" X .229" <br />WASHER 7" INTO CONC. <br />12" FROM CORNERS <br />AND 48" O.C. MAX. <br />4" <br />2X STUDS <br />@ 16" O.C. <br />3" <br />CLR <br />8"MIN <br />GRD. <br />R-15 <br />4" ABOVE EARTH <br />OR 2" ABOVE <br />PAVED AREAS <br />26GA WEEP <br />SCREED <br />STUCCO FINISH <br />CEMENT PLASTER ON MEATAL LATH SHALL <br />HAVE AT LEAST 7/8" THICKNESS MIXED 1:2 <br />FOR SCRATCH COAT AND 1:3 BROWN COAT <br />BY WEIGHT, CEMENT TO SAND AGGREGATE. <br />#4 CONT. 3" FROM <br />TOP & BOTTOM <br />TYP. ALL F'TG'S. <br />24" <br />24" @ 36" O.C. <br />7-16D NAILS <br />R-15 <br />EN. <br />2X4 STUDS @ 16" O.C. <br />2 X BLKG. <br />A35 @ 32" O.C. <br />2X CJ @ 16" O.C. <br />(SEE PLANS) <br />(WHERE OCCURS) <br />ROOF SHTG.STARTER BOARD <br />2X RR @ 16" O.C. <br />(SEE PLANS) <br />R-38 <br />EAVE DETAIL <br />N.T.S. <br />STUCCO <br />FINISH <br />1/2"DRYWALL <br />CEMENT PLASTER <br />ON METAL LATH <br />SHALL HAVE AT <br />LEAST 7 <br />8" THICKNESS <br />MIXED 1:2 FOR <br />SCRATCH COAT AND <br />1:3 BROWN COAT BY <br />WEIGHT, CEMENT TO <br />SAND AGGREGATE. <br />R-15 <br />EN. <br />2X4 STUDS @ 16" O.C. <br />2 X BLKG. <br />A35 @ 32" O.C. <br />2X6 CJ @ 16" O.C. <br />2X6 RR @ 16" O.C. <br />R-38 <br />STUCCO <br />FINISH <br />1/2"DRYWALL <br />EAVE DETAIL <br />N.T.S. <br />2X LEDGER WITH <br />2- 16D NAILS <br />EACH STUD <br />EXTERIOR FOOTING <br />N.T.S. <br />2X STUDS <br />@ 16" O.C. <br />#4 CONT. 3" FROM <br />TOP & BOTTOM <br />TYP. ALL F'TG'S. <br />26GA WEEP <br />SCREED <br />4" ABOVE EARTH <br />OR 2" ABOVE <br />PAVED AREAS <br />.8" MIN. <br />. <br />. <br />12" <br />12 <br />" <br />2X4 P.T.D.F. MUD SILL <br />W/ 5/8 Ø A.B. X 10" <br />LONG W/ 3" X 3" X 1/4" <br />WASHER 7" INTO CONC. <br />12" FROM CORNERS <br />AND 48" O.C. MAX. <br />.4" MIN. <br />4" CONC. SLAB W/ <br />#3 REBAR @ 18" OC. <br />CEMENT PLASTER ON MEATAL <br />LATH SHALL HAVE AT LEAST <br />7/8" THICKNESS MIXED 1:2 FOR <br />SCRATCH COAT AND 1:3 <br />BROWN COAT BY WEIGHT, <br />CEMENT TO SAND AGGREGATE. <br />6 MIL VISQUEEN <br />W/ 2" CLEAN SAND <br />GRD. <br />2X ROOF FRAMING <br />2X FASCIA <br />WALL PER PLAN <br />A35@32"O.C. <br />2X BLKG. W/ <br />FRAMING CLIPS <br />ALTERNATE EAVE DETAIL <br />N.T.S. <br />ROOFING <br />2X T&G SHEATING OR 1/2 CDX <br />PLY <br />BEAM PER PLAN <br />SIDING FINISH <br />(E) WALL <br />26 GA. GALV. FLASHING <br />MIN. 4" BEYOND ROOF JONT <br />SLOPE (1/4"/FT.) <br />ROLLED/TORCH-DOWN <br />1/2" CDX PLY <br />SHEATHING <br />W/ 8d @ 6", 12" O.C. <br />2X8 ROOF FRAMING <br />2x8 LEDGER W/ 2- 16D <br />NAILS AT EA RR STUD <br />2X BLKG. <br />BN. <br />ALTERNATE CONNECTION <br />N.T.S. <br />SCALE: <br />DRAWN BY: <br />DATE: <br />PLAN CHECK <br />DRAWING TITLE: <br />DATEREVISIONS: <br />HN <br />12-09-2024 <br />AS NOTED <br />00-00-0000 <br />SHEET NO. OF SHEETS <br />DATE <br />00-00-2024-------- <br />00-00-0000 <br />00-00-0000 <br />00-00-0000 <br />00-00-0000 <br />CONSULTANT: <br />27 <br />1 <br />4 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <br /> <br />( <br />M <br />A <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br />) <br />27 <br />1 <br />4 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br /> <br />( <br />A <br />D <br />U <br />) <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />RESIDENTIAL PROJECT FOR: <br />2714 STRAWBERRY LN(MAIN HOUSE) <br />2714 STRAWBERRY LN UNIT #2(ADU) <br />SANTA ANA, CA 92706 <br />HO <br />M <br />E <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />, <br /> <br />L <br />E <br />G <br />A <br />L <br />I <br />Z <br />E <br />PA <br />T <br />I <br />O <br /> <br />E <br />N <br />C <br />L <br />O <br />S <br />U <br />R <br />E <br /> <br />& <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />Exp. date: <br />STATE OF CALIFORNIACIVIL <br />REGISTERED PROFESS IONAL ENGINEER <br />HUE C . LUI <br />C-66754 <br />9/26 <br />MAIN HOUSE <br />STRUCTURAL <br />PLAN <br />11 17 <br />S1