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LEGEND: <br />C — EXISTING WALL WITH 2x4 @ 16" OC <br />NEW WALL WITH 2x4 @ 16" OC <br />® ® 4x4 POST, SEE DETAILS SN <br />® HOLD—DOWN WITH 4x4 POST, SEE DETAILS SN2 <br />EXISTING 12"x24" CONTINUOUS FOOTING TO REMAIN <br />NEW 24" DEEP CONTINUOUS FOOTING OVER 90% <br />COMPACTED SUBGRADE OR ON NATURAL GRADE <br />GENERAL NOTE: <br />1. CONTRACTOR TO VERIFY EXISTING FOUNDATIONS AND FRAMINGS. NOTIFY <br />ENGINEER IF EXISTING FRAMINGS DO NOT MATCH WITH FRAMING PLAN. <br />INDICATES NEW SLAB ON GRADE PER PLANS; 4" THICK MIN. <br />CONCRETE WITH #4 BARS @ 16"oc, BOTH WAYS PLACED <br />MID —HEIGHT IN SLAB OVER 2" THICK SAND OVER 10 mil. <br />POLYVINYL CHLORIDE MEMBRANE (VAPOR BARRIER) OVER <br />2" THICK <br />SAND OVER 90% COMPACTED SUBGRADE <br />22"00" ATTIC ACCESS W/ PULL —DOWN LADDER <br />SUPPORTED BY DOUBLE CEILING JOIST ON ALL SIDES <br />LEGEND: <br />$4 INDICATES SPAN AND DIRECTION OF RAFTERS AND JOISTS <br />LEGEND: <br />1. <br />SEE SHEETS S1, SN1 & SN2 FOR GENERAL NOTES AND TYPICAL DETAILS. <br />2. <br />TYPICAL FLOOR SHEATHING: TYPICAL ROOF SHEATHING: <br />15/32" WOOD STRUCTURAL PANEL � 15/32" WOOD STRUCTURAL PANEL � <br />20' oc SPAN RATING T&G 32L16 SPAN RATING <br />RATED STURD—I—FLOOR, EXPOSURE 1 RATTED SHEATHING EXPOSURE 1 <br />B.N.: 10d AT 6" oc B.N.: 10d AT 6" oc <br />E.N.: 10d AT 6" oc E.N.: 10d AT 6" oc <br />F.N.: 10d AT 12" oc F.N.: 10d AT 12" oc <br />USE RING SHANK NAILS or SCREW WHEN ROOFING SYSTEM REQUIRES, USE PLYCLIPS OR <br />(N) SHEAR WALL PER PLAN <br />NAILS AND GLUE SHEATHING TO SOLID BLOCKING AT ALL ROOF SHEATHING EDGES NOT <br />(N) 2x STUDS @ 16"oc <br />FRAMING WITH ADHESIVES MEETING SUPPORTED BY FRAMING MEMBERS. ROOF SHEATHING <br />(N) 5/8" 0 ANCHOR BOLT W/ 10" MIN <br />APA SPEC AFG-01 OR ASTM D3498. SHALL BE PROVIDED WITH RADIANT BARRIER. <br />(N) 5/8" GYP BRD <br />EMBEDMENT BELOW TOP OF SLAB W/ <br />WOOD STRUCTURAL PANELS SHALL CONFORM TO CURRENT CALIFORNIA <br />(N) 2x PLATE <br />EPDXY TO (E) FOOTING. ANCHOR <br />RESIDENTIAL & BUILDING CODES. <br />BOLT SPACED AT 4' OC. <br />3. <br />S.P.N. = SOLE PLATE NAILING. USE 16d BOX NAILS AT 16" oc, U.N.O. <br />(N) 8" HIGH CURB @ LENGTH OF (E) <br />4. <br />DINDICATES SHEAR WALL. SEE THIS SHEET FOR SCHEDULE. ALL <br />GARAGE DOOR INFILL OPENING <br />NAILING APPLIES FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O. <br />x x- <br />5. <br />SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS PER SN1 U.N.O. <br />_ <br />6. <br />USE DOUBLE FLOOR JOIST SUPPORTING NON —BEARING WALLS. <br />III= <br />7. <br />FOR FLOOR HOLD—DOWNS SEE DETAILS: SN2 <br />. <br />2 <br />8. <br />WALL HEADER SCHEDULE <br />HEADER SIZE MAX SPAN <br />40 DF #2 <br />3'-0" <br />46 DF #2 <br />6'-0" <br />SHEAR WALL SCHEDULE <br />SYM. <br />MATERIAL <br />PANEL NAILING <br />S.P.N. OO <br />A35 <br />LTP�j <br />5/// <br />8"8PAA G <br />PLF <br />NOTE <br />15/32" STRUCT. 1 W.S.P. <br />8d @ 6" oc E.N. <br />16d ® <br />32 <br />48 » <br />280 <br />P.I.I.= 32 16 (D <br />8d @ 6" oc F.N. <br />6" oc <br />Panel <br />directly <br />to framing <br />715/32" <br />2 <br />STRUCT. 1 W.S.P. <br />1Od @ 6" oc E.N. <br />5/16" LAG <br />24 <br />32 " <br />340 <br />1 P.I.I.= 32 16 OO 910d <br />@ 6" oc F.N. <br />@ 7" oc <br />,O S.P.N. = SOLE PLATE NAILING; USE COMMON NAILS or BETTER AT <br />SPACING SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN. <br />O2 ALL EDGES SHALL BE BLOCKED. <br />OO 3" NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATES <br />AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING <br />SHEAR PANELS. PROVIDE 2" min. NAIL EDGE DISTANCE AND STAGGER <br />JOINT AND SILL PLATE NAILING. <br />® PROVIDE 2 LAYERS OF GRADE D PAPER BETWEEN PLYWOOD SHEAR PANEL <br />AND EXTERIOR LATH. <br />SHEAR WALL NOTE: <br />1. W.S.P. INDICATES WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS SHALL CONFORM TO <br />CURRENT CODE. <br />2. NAILS FOR WOOD STRUCTURAL PANELS SHALL BE COMMON NAILS. <br />3. NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING. <br />4. PROVIDE E.N. TO POSTS AT HOLD—DOWN LOCATIONS. <br />5. USE 2x STUDS @ 16" oc AT ALL SHEAR WALLS, U.N.O. <br />6. UNLESS NOTED OTHERWISE, ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE WITH <br />3"x3"xO.229" THICK PLATE WASHERS FOR EACH ANCHOR BOLT OR PER SCHEDULE. <br />7. BOLT HOLES FOR HOLD—DOWNS SHALL BE A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. <br />8. APPROVED PLATE WASHERS SHALL BE USED AT ALL HOLD—DOWN CONNECTOR BOLTS. <br />9. HOLD—DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING WALL FRAMING. <br />10. USE 2—#15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD. <br />FOUNDATION NOTE: <br />1. SEE SHEETS S1, SN1—SN2 FOR TYPICAL CONNECTION DETAILS. <br />2. FOUNDATION SILLS SHALL BE NATURALLY DURABLE ON PRESERVATIVE TREATED (PT) <br />WOOD. FIELD —CUT, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD <br />SHALL BE FIELD —TREATED PER AWPA M4. <br />3, HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRI❑R TO F❑UNDATI❑N <br />INSPECTI❑N AND RE —TIGHTENED JUST PRI❑R TO C❑VERING THE WALL FRAMING. <br />MINIMUM SIZE STEEL PLATE WASHER SCHEDULE: <br />BOLT SIZE <br />PLATE SIZE <br />1 /2 in. <br />0.229" <br />x 3" <br />x 3" <br />5/8in. <br />0.229x3"x3" <br />3/4 in. <br />5/16" <br />x 3" <br />x 3" <br />7/8 in. <br />5/16" <br />x 3" <br />x 3" <br />USE SIMPSON EPDXY SET ET-22 (ESR-2508) <br />W/ CONT. SPECIAL INSP. REQ'D <br />(N) 8" CURB AT (E) FOOTING J <br />(N) SHEAR WALL PER PLAN <br />(E) 2x STUDS @ 16"oc <br />(E) 5/8" GYP BRD (N) 5/8"0 ANCHOR BOLT W/ 10" MIN <br />EMBEDMENT BELOW TOP OF SLAB W/ <br />(E) 2x PLATE EPDXY TO (E) FOOTING. ANCHOR BOLT <br />SPACED AT 4' OC W/ 1ST BOLT 8" <br />FROM PLATE ENDS; UNLESS EXISTING <br />ANCHOR BOLT EXIST @ 4' OC. <br />(E) FTG <br />(E) FTG & WALL <br />USE SIMPSON EPDXY SET ET-22 (ESR-2508) <br />W/ CONT. SPECIAL INSP. REQ'D <br />EXISTING WALL FOOTING 2 <br />USE SIMPSON EPDXY SET XP (ESR-2508) W/ <br />CONT. SPECIAL INSP. REQ'D <br />2x or 3x P.T. PLATE w/ 5/8"0 x 12" <br />2x STUDS @ 16"oc AB SPACING PER PLAN w/ FIRST <br />BOLT 12" FROM PLATE ENDS <br />E.N., TYP. AND 2" MIN. EDGE DISTANCE <br />(N) #3 DOWEL 8" INTO <br />(E) SLAB W/ EPDXY <br />00 <br />6" <br />MIN 00 <br />(E) SLAB I I II I I I=1 I <br />#3 SLAB DOWELS @ <br />18" oc <br />]124" (2) #5 TOP & BOTT. N <br />O <br />2x R.R @ CALIF. FRMG <br />w/ (216d TOE NAILS <br />i_ pie i rn rvn <br />2x FULL BEARING <br />WIDTH NAILER w/ <br />(2) 16d to R.R. BI <br />EXISTING 2x R.R. <br />CALIFORNIA FRAMING CONN. <br />POST CAP ECCSQ44 <br />OR GALV. EPC44 OR <br />" x 1"' STRAP TIE <br />88L & 1212L <br />*1 <br />Pal <br />BEAM (SEE PLAN) <br />RATER TIES PER <br />AN W/ (5) 16d TO <br />AFTERS <br />O <br />44 KNEE BRACE <br />W/ 1"x1" NOTCH <br />& 22 x 5" LAG <br />SCREW <br />*_L_k <br />KNEE BRACE AT ENTRY BEAM / POST 5 <br />(N) PER PLAN <br />E.N., TYP.— <br />L <br />2x CRIPPLE WALL W/ <br />SHEAR WALL PER PLAN <br />2x CJ w/ (1) 16d <br />per STUD as OCCURS <br />PER PLAN <br />(N) PER PLAN <br />E.N., TYP. <br />L <br />2x CJ w/ (1) 16d <br />per STUD as OCCURS <br />PER PLAN <br />2x RAFTER w/ A35's @ <br />16"oc, U.N.O. on PLAN <br />E.N. TYP. <br />2x PLATE W/ 16d @ 16" OC <br />2x CONT. BLOCKING W/ <br />A35 @ 16" OC <br />2x CJ <br />E.N. TYP. <br />—FULL HT. SHEAR PANEL <br />as OCCURS PER PLAN <br />2x RAFTER w/ A35's @ <br />16"oc, U.N.O. on PLAN <br />CEILING BOTH SIDES <br />as OCCURS PER PLAN <br />ra <br />(I IXI <br />INTERIOR SHEAR WALL <br />FULL HT. SHEAR PANEL <br />as OCCURS PER PLAN <br />4 <br />AT EXISTING <br />FOOT'G, TYP <br />40 BEAM W/ <br />BRACE AND 4 <br />PER DETAIL 5 <br />RR2:2x4 @ 16" <br />W/ TIES FOR EN <br />RR, SEE 14/SN1 <br />44 BEAM W/ <br />BRACE AND 4 <br />PER DETAIL 5 <br />AT NEW <br />FOOT'G, TYP <br />CONTRACTOR TO VERIFY FOR <br />(E) 12"x24" FOOTING UNDER <br />(E) GARAGE DOOR, IF NO <br />(E) FOOTING, INSTALL (N) <br />FOOTING PER 1/S2 <br />c� <br />Mw <br />10 <br />I I SN1 <br />#4 DOWELS @ 36" oc,- <br />12" TO (N) & 6" TO (E) <br />FOOTING, SEE 4/SN2 <br />I <br />---L <br />7'-0" <br />ADU FOUNDATION PLAN <br />1 /4" = 1'-0" <br />-17 <br />B A <br />ADU FRAMING PLAN <br />- <br />0 1 /4„ = 1'-021 <br />z <br />EXISTING SLAB ON GRADE TO <br />REMAIN & ADD 'REDGARD' <br />WATERPR❑❑FING AS VAPOR <br />BARRIER, ICC—ESR-1413, AS <br />NEDED, APPLY SIKALEVEL <br />P❑RTLAND CEMENT CONCRETE <br />OVER (E) CONCRETE SLAB FOR <br />CRACK SEAL AND LEVELING <br />THEN APPLY REDGARD, <br />A @ 16" OC <br />6@16"OC <br />EXISTING ROOF <br />FRAMING TO REMAIN <br />x4 CJ TO <br />12" OC <br />Approved <br />FOR PERMIT ISSUANC <br />Master I D: <br />Date: <br />/ QROFESS <br />N K <br />C64806 <br />EXP 6/30/2025 <br />IS!,, OF//CAL�FO�� <br />Q <br />J <br />Q <br />O <br />I— <br />F-+ <br />z <br />W <br />O <br />N <br />LL <br />z <br />LLj_j <br />J <br />z <br />Z <br />O <br />-zzQQ <br />,L; <br />O <br />O <br />U Cz <br />�QQzLL <br />LL <br />Q <br />O <br />O <br />Q <br />CL_ <br />,.LJOOz� <br />w <br />=coCoQC) <br />0 <br />W <br />o <br />q <br />Wz <br />� <br />�o <br />CIO <br />w <br />0 <br />x <br />w <br />w <br />Q <br />DRAWN BY: <br />F.L. <br />CHECK'D BY: <br />F.L. <br />SCALE: <br />AS NOTED <br />JOB NO.: <br />PCN #: <br />SHEET <br />S2 <br />