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210 W Harvey Ave Unit #2 - Plan
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Last modified
6/5/2025 7:34:28 AM
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Plan
Permit Number
101121971
Full Address
210 W Harvey Ave Unit# 2
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LEGEND <br />SHEAR WALL <br />EXISTING WALL <br />NEW FOUNDATION <br />NOTES: <br />5" THICK CONC. SLAB FLOOR, 4,500 PSI. @ 28 DAYS, <br />TYPE V CEMENT W/ #4 @ 18" O.C. EA WAY, OVER 10 <br />MIL VISQUEEN OVER 4" BASE 1 <br />2" OR LARGER CLEAN <br />AGGREGATE <br />12"Wx24"D CONT. FTG., W/ 2#5 T&B <br />(N) PAD FOOTING 30"SQ X 24"DEEP W/ 3-#4 EA WAY <br />(N) PAD FOOTING 24"SQ X 24"DEEP 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 />*CONCRETE IN CONTACT WITH THE SOIL SHALL <br />HAVE AN MINIMUM SPECIFIED COMPRESSIVE <br />STRENGTH OF 4,500 P.S.I. WATER CEMENT RATIO <br />OF 0.45 AND TYPE V CEMENT UNLESS A SOIL <br />REPORT RECOMMENDS OTHERWISE. <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 />NEW WALL <br />3 <br />4 <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 />WHERE PANELS ARE APPLIED ON BOTH FACES OF A <br />SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES <br />ON CENTER ON EITHER SIDE, PANEL JOIST SHALL BE <br />OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. <br />ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF <br />FRAMING MEMEBERS SHALL BE 3" OR GREATER AT <br />ADJOINING PANEL EDGES AND NAILS AT ALL PANEL <br />EDGES SHALL BE STAGGERED. <br />SHEAR WALL SCHEDULE <br />V = 260 PLF <br />PLYWOOD SHEAR WALL (STRUCT I): 3/8" THK CDX <br />PLYWOOD (ALTER 5/16" THK. OSB PANEL) APA RATED <br />32/16 INDEX 8D COMMON NAILS @ 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 />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 COMMON 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 />01 <br />D1 <br />01 <br />D1 <br />01 <br />D1 <br />1 <br />06 <br />D1 <br />2 <br />01 <br />D1 <br />405 <br />D1 <br />19 <br />D1 <br />18 <br />D1 <br />S1 <br />A <br />S1 <br />A <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />12'-9" <br />27 <br />' <br />- <br />1 <br />" <br />25'-0" <br />10 <br />' <br />- <br />0 <br />" <br />16 <br />' <br />- <br />4 <br />" <br />9' <br />- <br />6 <br />" <br />13'-0"2'-1"8'-3" <br />21' <br />- <br />0 <br />" <br />(N) KITCHEN <br />(N) 9'-0" CL. HT. <br />(N) BEDROOM #1 <br />(N) 9'-0" CL. HT. <br />(N) LIVING ROOM <br />(N) 9'-0" CL. HT. <br />(N) BATH <br />(N) 9'-0" CL. HT. <br />(N) PORCH <br />(N) 9'-0" CL. HT. <br />3' <br />- <br />0 <br />" <br />10'-6" <br />FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />12'-9" <br />27 <br />' <br />- <br />1 <br />" <br />25'-0" <br />10 <br />' <br />- <br />0 <br />" <br />16 <br />' <br />- <br />4 <br />" <br />9' <br />- <br />6 <br />" <br />5' <br />- <br />6 <br />" <br />13'-0"2'-1"8'-3" <br />21' <br />- <br />0 <br />" <br />(N) KITCHEN <br />(N) 9'-0" CL. HT. <br />(N) BEDROOM #1 <br />(N) 9'-0" CL. HT. <br />(N) LIVING ROOM <br />(N) 9'-0" CL. HT. <br />(N) BATH <br />(N) 9'-0" CL. HT. <br />(N) PORCH <br />(N) 9'-0" CL. HT. <br />3' <br />- <br />0 <br />" <br />10'-6" <br />1L=8' <br />1 <br />L=2' <br />1 <br />L=8' <br />1 L=6'5' <br />- <br />6 <br />" <br />3' <br />- <br />6 <br />" <br />11'-11" <br />1 2 <br />B <br />A <br />(N <br />) <br /> <br />H <br />D <br />U <br /> <br />2 <br />03 <br />D1 <br />(N <br />) <br /> <br />H <br />D <br />U <br /> <br />2 <br />03 <br />D1 <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 />(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 />03 <br />D1 <br />03 <br />D1 <br />03 <br />D1 <br />03 <br />D1 <br />1 2 <br />B <br />A <br />1L=8' <br />1 <br />L=2' <br />1 <br />L=8' <br />1 L=6' <br />1 <br />L=8' <br />(N <br />) <br /> <br />2 <br />x <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 />(N <br />) <br /> <br />2 <br />x <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 />(N <br />) <br /> <br />3 <br />- <br />1 <br />/ <br />2 <br />" <br />x <br />1 <br />1 <br />- <br />7 <br />/ <br />8 <br />" <br /> <br />P <br />S <br />L <br /> <br />F <br />L <br />U <br />S <br />H <br /> <br />B <br />E <br />A <br />M <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />D <br />F <br /># <br />1 <br /> <br />F <br />L <br />U <br />S <br />H <br /> <br />B <br />E <br />A <br />M <br />(N) 4x6 HDR (N) 4x4 HDR <br />(N) 4x4 HDR(N) 4x8 HDR <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N) 2x8 R/R <br />@ 16" O.C. <br />(N) 2x8 R/R <br />@ 16" O.C. <br />(N) 2x6 C/J <br />@ 16" O.C. <br />(N) 2x6 C/J <br />@ 16" O.C. <br />(N) 4x10 HDR <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />1 <br />2 <br />2 <br />2 <br />3 <br />05 <br />D1 <br />01 <br />D1 <br />02 <br />D1 <br />18 <br />D1 <br />19 <br />D1 <br />07 <br />D1 <br />08 <br />D1 <br />08 <br />D1 <br />08 <br />D1 <br />07 <br />D1 <br />20 <br />D1 <br />11 <br />D1 <br />20 <br />D1 <br />06 <br />D1 <br />10 <br />D1 <br />S1 <br />A <br />S1 <br />A <br />(N) <br />H <br />D <br />U <br /> <br />2 <br />(N) H <br />D <br />U <br /> <br />2 <br />03 <br />D1 <br />(N) ST6224 <br />1 <br />L=8' <br />22X30 <br />ATTIC 16 <br />D1 <br />BASIS OF DESIGN (CBC 1603): <br />A. ROOF LIVE LOAD = 20 PSF <br />B. ATTIC STORAGE LOAD = N/A <br />C. WIND DESIGN DATA. <br /> I. BASIC WIND SPEED = 95 PSF <br /> II. WIND EXPOSURE = C <br />D. EARTHQUAKE DESIGN DATA <br /> I. MAPPED Ss = 1.277 <br /> MAPPED S1 = 0.458 <br /> II. SITE CLASS = D <br /> III. SESMIC DESIGN CATEGORY = D <br /> IV. BASIC SEISMIC-FORCE-RESISTING SYSTEM(S). = PLYWOOD SHEAR WALL <br /> V. Cs = 0.21 <br /> R = 6.5 <br /> VI ANALYSIS PROCEDURE USED. = EQUIVALENT LATERAL FORCE PROCEDURE <br />E. SOIL LOADING BEARING VALUES: 1500 PSF <br />SECTION - A - <br />SCALE: 1/4" = 1'-0" <br />(N) 2X6 RR @ 16" O.C. (TYP.)(N) 2X6 RR @ 16" O.C. (TYP.) <br />(N) 2x6 C/J @16" O.C. <br />(N) BEDROOM #1 <br />(N) R-15 <br />(N) R-15 <br />(N) 2X4 STUD WALL <br />@16" 0.C. (TYP.) <br />(N) 1/2" DRYWALL <br />(N) 2 LAYER OF <br />GRADE D PAPER <br />7/8" STUCCO <br />(N) R-38 <br />T.O. FLOOR <br />T.O. PLATE <br />9' <br />- <br />1 <br />" <br />14 <br />' <br />- <br />1 <br />0 <br />" <br />T.O. ROOF <br />T.O. F. GRADE <br />8" <br />(N) R-15 <br />(N) 2X4 STUD WALL <br />@16" 0.C. (TYP.) <br />(N) 1/2" DRYWALL <br />(N) 2 LAYER OF <br />GRADE D PAPER <br />7/8" STUCCO <br />(N) R-38 <br />124.5 <br />(N) 2X8 RIDGE <br />(N) 4x10 DF#1 <br />(N) BATH(N) CL <br />*RADIANT BARRIER REQUIRED <br />SCALE: <br />DRAWN BY: <br />DATE: <br />PLAN CHECK <br />DRAWING TITLE: <br />DATEREVISIONS: <br />HN <br />12-11-2024 <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 />21 <br />0 <br /> <br />W <br />. <br /> <br />H <br />A <br />R <br />V <br />E <br />Y <br /> <br />A <br />V <br />E <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <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 />7 <br />RESIDENTIAL PROJECT FOR: <br />210 W. HARVEY AVE.(ADU), <br />SANTA ANA, CA 92707 <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 />1/29/2025 <br />HA NGUYEN - 1/29/2025 <br />FOUNDATION & <br />FRAMING <br />PLAN, SECTION <br />07 11 <br />S1 <br />X <br />X <br />X <br />X <br />X <br />210 W. HARVEY AVE. UNIT #2 <br />JAMES HUYNH <br />(714)791-4750JAN 29, 2025 <br />JAMES HUYNH <br />210 W Harvey Ave <br />Unit #24/22/2025
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