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A5-1.6 <br />1D <br />1C <br />A5-1.61E <br />A2 <br />11' <br />A2 <br />7.5' <br />A2 <br />16.5' <br />A2 <br />5' <br />A2 <br />12.5' <br />A2 <br />11' <br />4 <br />S4.30 <br />4 <br />S4.30 <br />4 <br />S4.30 <br />4 <br />S4.30 <br />4 <br />S4.30 <br />4 <br />S4.30 <br />CONC SLAB-ON-GRADE <br />PER PLAN NOTE <br />4x4 4x4 <br />4x4 <br />4x4 <br />2 <br />S4.30 <br />3 <br />S4.30 <br />3 <br />S4.30 <br />A1 <br />5' <br />4x4 <br />4x4 <br />18"Wx12"THK CONT <br />CONC FTG W/ (3)-#4 <br />CONT BARS, TYP <br />18"Wx12"THK CONT <br />CONC FTG W/ (3)-#4 T&B <br />24"SQx12"THK CONC FTG <br />W/ (4)-#4 BOT EA WAY <br />24"SQx12"THK CONC FTG <br />W/ (4)-#4 BOT EA WAY <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />4x <br />1 <br />0 <br />RJ1 RJ1 <br />2 <br />S5.63 <br />4 <br />S5.63 <br />2 <br />S5.63 <br />4 <br />S5.63 <br />3 <br />S5.63 <br />1 <br />S5.63 <br />4x <br />1 <br />0 <br />4x <br />1 <br />0 <br />4x <br />1 <br />0 <br />HD <br />R <br />HD <br />R <br />HD <br />R <br />HD <br />R <br />HDR <br />HD <br />R <br />HD <br />R <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />FOR WOOD BEAM TO <br />ISOLATED WOOD <br />POST, SEE 8 S5.50 <br />2 <br />WD PROJ. #DRAWN BY:CHECKED DATE <br />23411 JA EG/SH <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />S2.10 <br />REVISIONS: <br />02/19/25 <br />ADU FOUNDATION <br />AND ROOF FRAMING <br />PLAN <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A LI OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCTPRO <br />G <br />R <br />E <br />S <br />S <br /> <br />- <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br />REV <br />I <br />E <br />W <br />H: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />2 <br />3 <br />0 <br />2 <br />2 <br />1 <br />\ <br />3 <br />_ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />D <br />w <br />g <br />s <br />- <br />0 <br />0 <br />\ <br />2 <br />3 <br />- <br />0 <br />2 <br />2 <br />1 <br />- <br />0 <br />0 <br />_ <br />S <br />2 <br />. <br />1 <br />0 <br /> <br />A <br />D <br />U <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />O <br />O <br />F <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 />. <br />d <br />w <br />g <br /> <br /> <br /> <br /> <br />P <br />L <br />O <br />T <br />T <br />E <br />D <br /> <br />B <br />Y <br />: <br /> <br /> <br />Ch <br />a <br />n <br />n <br />o <br />n <br /> <br />S <br />h <br />i <br />d <br />a <br />k <br />i <br /> <br /> <br /> <br /> <br />O <br />N <br />: <br /> <br /> <br />Ma <br />r <br />c <br />h <br /> <br />2 <br />4 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />918 BEWLEY STREET, <br />SANTA ANA, CA 92703 <br />LONG BEACH • SAN DIEGO <br />Project: <br />LONG BEACH OFFICE <br />3900 Cover Street, Long Beach <br />CA 90808 • 562.985.3200 <br />S T R U C T U R A L E N G I N SREE <br />23-0221-00 <br />02/19/251 DELTA 1 <br />02/19/25CITY APPROVAL <br />03/24/252 DELTA 2 <br />SCALE:S2.10 <br />FOUNDATION PLAN A <br />1/2" = 1'-0"SCALE:S2.10 <br />ROOF FRAMING PLAN B <br />1/2" = 1'-0" <br />ROOF JOIST SCHEDULE <br />JOIST <br />MARK JOIST SIZE SPACING (UNO)NOTES <br />RJ1 2x12 24"OC - <br />RJ2 3x8 24"OC <br />EXPOSED & <br />PRESSURE <br />TREATED <br />1 <br />1 <br />1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND <br />PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL <br />DETAILS NOT CALLED OUT ON PLANS. <br />2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). <br />NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY <br />DETAILS AND NOTES. <br />3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. <br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. <br />DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON <br />THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER <br />PRIOR TO PROCEEDING. <br />4.PROVIDE OVER-EXCAVATION AND COMPACTED BACKFILL PER GEOTECHNICAL <br />REPORT AND TYPICAL OVER-EXCAVATION AND COMPACTED BACKFILL <br />REQUIREMENTS DETAIL. <br />5.SLEEVES ACROSS FOOTINGS SHOWN ON PLAN ARE FOR 2" DIAMETER AND <br />GREATER PIPES/ CONDUITS. SEE MECHANICAL, ELECTRICAL AND/ OR PLUMBING <br />DRAWINGS FOR SMALLER ELEMENTS REQUIRING SLEEVES. CONTRACTOR TO <br />DETERMINE ACTUAL INVERT ELEVATION AND LOCATIONS OF SLEEVES. SEE <br />TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTING DETAIL 4/S4.00. <br />6.UNLESS NOTED OTHERWISE ON PLAN OR DETAIL, CENTER LINE OF FOUNDATION <br />ELEMENT SHALL MATCH WALL AND/OR COLUMN CENTER LINE. <br />7.FINISH FLOOR ELEVATION = PER ARCHITECT. <br />8.UNLESS NOTED OTHERWISE, SLAB-ON-GRADE SHALL BE 4" THICK, REINFORCED W/ <br />#4 @ 18"OC EACH WAY, OVER SUB-BASE AND SUB-GRADE PREPARED PER TYPICAL <br />SLAB-ON-GRADE UNDERLAYMENT DETAIL 5/S4.00 <br />9.WHEN SLAB-ON-GRADE CONTROL JOINTS ARE NOT SHOWN ON PLAN, PROVIDE <br />JOINTS PER TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS <br />DETAIL 6/S4.00 <br />10.SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT <br />SHOWN ON PLAN. <br />11.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6 <br />STUDS @ 16"OC. <br />12.SEE SHEET S5.55 FOR PLYWOOD SHEAR WALL ELEVATIONS. <br />13.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE <br />INSTALLED PER THE DETAILS. <br />14.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND <br />DIMENSIONS NOT SHOWN ON PLAN. <br />PLAN NOTES <br />1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND <br />PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL <br />DETAILS NOT CALLED OUT ON PLANS. <br />2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). <br />NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY <br />DETAILS AND NOTES. <br />3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. <br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. <br />DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON <br />THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER <br />PRIOR TO PROCEEDING. <br />4.FINISH ROOF ELEVATIONS = PER ARCHITECT. <br />5.WHERE HEADERS ARE NOT CALLED OUT ON PLAN, SEE 5/S5.50 OR 6/S5.50 FOR <br />SCHEDULE. <br />6.FOR FRAMING SPANS GREATER THAN 6'-0", PROVIDE WOOD BLOCKING AT THE <br />LESSER OF MIDSPAN OR 8'-0"OC. INSTALL BLOCKING PER APPLICABLE TYPICAL <br />DETAILS. <br />7.ALL FRAMING MEMBERS NOT OTHERWISE DIMENSIONED SHALL BE EQUALLY <br />SPACED BETWEEN GIRDERS OR OTHER SUPPORTS. <br />8.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS, <br />FURRING AND DIMENSIONS NOT SHOWN ON PLAN. <br />9.UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE 15/32" STRUCT I <br />PLYWOOD, BLOCKED, W/ 10D NAILS @ 6",6",12" (BN,EN,FN). <br />10.SEE ARCHITECTURAL PLANS FOR SLOPES NOT SHOWN ON PLAN. <br />11.AT DRAG BEAMS INDICATED ON PLAN, PROVIDE BOUNDARY NAILING ALONG FULL <br />LENGTH OF DRAG BEAM. <br />12.AT SEISMIC/ WIND DRAG STRAP, WHERE INDICATED ON PLAN, SEE TYPICAL DRAG <br />DETAIL 5/S5.55 FOR STRAP CONFIGURATION. PROVIDE BN NAILING ALONG <br />MEMBERS CONNECTED WITH STRAP, INCLUDING BLOCKING. WHERE STRAP <br />OCCURS ABOVE PLYWOOD, STRAP NAILING MAY TAKE THE PLACE OF PLYWOOD BN <br />NAILING. <br />13.SEE SHEET S5.55 FOR TYPICAL SHEAR WALL ELEVATIONS, SCHEDULES, AND <br />DETAILS. <br />14.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING OPENINGS IN THE <br />ROOF (FOR DUCTS, PIPES, ETC.) UNLESS SPECIFICALLY SHOWN ON THESE <br />STRUCTURAL DRAWINGS. <br />FRAMING PLAN NOTES <br />LIST OF APPLICABLE TYPICAL CONCRETE DETAILS <br />DESCRIPTION DETAIL SHEET <br />TYPICAL REINFORCING HOOKS 1 S4.00 <br />TYPICAL REINFORCING BAR DEVELOPMENT AND LAP SPLICE SCHED 2 S4.00 <br />WALL AND FOOTING REINFORCING AT CORNER AND INTERSECTION 3 S4.00 <br />TYPICAL PIPE / CONDUIT SLEEVES ACROSS FOOTINGS 4 S4.00 <br />TYPICAL SLAB-ON-GRADE UNDERLAYMENT 5 S4.00 <br />TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS 6 S4.00 <br />LIST OF APPLICABLE TYPICAL WOOD FRAMING DETAILS <br />DESCRIPTION DETAIL SHEET <br />TYPICAL WOOD FASTENING SCHEDULE A S5.50 <br />TYPICAL WOOD POST IN STUD WALL 1A S5.50 <br />TYPICAL WOOD POST IN SHORT STUD WALL 1B S5.50 <br />TYPICAL ISOLATED WOOD POST BASE 2 S5.50 <br />TYPICAL CORNERS AND INTERSECTIONS AT NON-SHEAR WALLS 3 S5.50 <br />TYPICAL HOLES AND NOTCHES IN WOOD 4 S5.50 <br />TYPICAL OPENING IN INTERIOR WOOD STUD WALL 5 S5.50 <br />TYPICAL OPENING IN EXTERIOR WOOD STUD WALL 6 S5.50 <br />TYPICAL INTERIOR NON-BEARING WOOD STUD PARTITION AT JOIST 7 S5.50 <br />TYPICAL WOOD BEAM TO ISOLATED WOOD POST 8 S5.50 <br />TYPICAL WOOD STUD WALL BLOCKING / BACKING 9 S5.50 <br />TYPICAL HORIZONTAL FRAMING AT OPENING (4'-0" MAX)10 S5.50 <br />TYPICAL JOIST TO WOOD BEAM CONNECTION 11 S5.50 <br />TYPICAL SHEAR WALL ELEVATION, SCHEDULE AND NOTES A S5.55 <br />TYPICAL SHEAR TRANSFER OPTIONS 1 S5.55 <br />TYPICAL DOUBLE TOP PLATE SPLICE SCHEDULE 2 S5.55 <br />TYPICAL CORNERS AND INTERSECTIONS IN SHEAR WALLS 3 S5.55 <br />TYPICAL HOLDOWN ANCHOR AT CONCRETE 4 S5.55 <br />TYPICAL DRAG STRAPS 5 S5.55 <br />1 <br />1 <br />No.3503 <br />L <br />I <br />GNE <br />L <br />S NO <br />B A <br />LAE <br />A L I OFRNIA <br />N <br />E <br />ER <br />I <br />E <br />ET <br />ORPD <br />F E <br />R IR <br />L.KC <br />E <br />TS <br />AT <br />CFO <br />RE <br />G <br />S <br />I <br />S <br />URALTSRUCT <br /> <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />A <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />05/31/25 <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025