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9 <br />SCALE:NTS. <br />F F <br />NOTE: <br />ADJUST FOUNDATION ELEVATIONS SHOWN ON DWGS. IF <br />NECESSARY TO MAINTAIN THE MAX. OF 7 IN 10 SLOPE BTWN. <br />FOUNDATIONS AND ADJACENT EXCAVATIONS FOR DRAINS OR <br />OTHER ITEMS <br />LINE OF EXCAVATION <br />MAINTAIN STABLE <br />SLOPE <br />RELATION OF ADJACENT FOUNDATIONS AND EXCAVATIONS F11 <br />SCALE:NTS. <br />12" MIN.12" MIN. <br />7 <br />10 <br />7 <br />10 <br />SCALE:NTS.SCALE:NTS. <br />1" CLEAR SLEEVE <br />AROUND PIPE <br />CAULK <br />PIPE <br />TRENCH <br />PIPE <br />NOTES: <br />1. DEPTH OF FOUNDATIONS MAY BE DETERMINED BY <br />LOCATION OF PIPE. <br />2. GENERAL CONTRACTOR SHALL CONSULT WITH <br />MECHANICAL CONTRACTOR TO DETERMINE DEPTH AND <br />LOCATION OF PIPES. <br />3. NO PIPE INSIDE THE THICKENED PART OF FOUNDATION. <br />4. WHERE PIPES CROSS UNDER THE FOUNDATION AND ARE <br />NOT MORE THAN 3' BELOW THE FOUNDATION, EXCAVATION <br />SHALL BE EXTENDED TO PIPE AND FILLED WITH MASS CONC. <br />1" CLEAR SLEEVE <br />AROUND PIPE <br />CAULK <br />F <br />SCALE:NTS. <br />PIPE THRU FOUNDATION <br />18" MIN. <br />6" <br />NO EXCAVATION <br />BELOW LINES <br />NO EXCAVATION <br />BELOW LINES 6" <br />MI <br />N <br />. <br />6" <br />MI <br />N <br />. <br />B <br />WALL FOUNDATION <br />2" OF APPROVED HIGHLY <br />COMPRESSIBLE MATERIAL <br />AROUND PIPE RUNS <br />PROVIDE 2500 PSI CONC. BACKFILL <br />WHERE EXCAVATION RUNS ACROSS <br />AND UNDER THE LINE OF FOUNDATION <br />WHEN "B" EXCEEDS 6'-0" FOOTING SHALL BE <br />STEPPED DN. FROM BOTH SIDES <br />PIPES CROSSING BENEATH CONT. WALL FOUNDATION <br />SCALE:NTS. <br />F <br />t <br />³t <br />4 <br />13 F <br />F <br />SCALE:NTS. <br />1 <br />3" <br /> <br />C <br />L <br />R <br />. <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />E.N. <br />5/8" DIA. @ 48" W/ 7" MIN. <br />EMBED., UNO IN SHEAR <br />WALL SCHEDULE STUD WALL PER PLAN <br />UNO PER SHEAR WALL SCHED. <br />ELASTOMETRIC JOINT <br />SEALANT (WHERE REQD.) <br />ALL TOP & BOT <br />BARS IN <br />FOUNDATION <br />SHALL HAVE <br />STANDARD HOOKS <br />AT THE ENDS. <br />SOG PER PLAN <br />3" CLR. <br />VAPOR RETARDER <br />SEE ARCH./CIVIL <br />DWG. <br />H <br />SEE NOTE 2 <br />EXT. WALL SHEATHING <br />2x UC4A OR HIGHER SILL PLATE <br />3x UC4A AT SHEAR WALLS <br />P.T. <br />SEE <br />ARCH./CIVIL <br />DWGS. <br />STD. HOOK <br />NOTE: <br />1- PROVIDE THICK. FILL <br />BLANKET UNDER HARD <br />SCAPE AREAS. AS PER <br />ARCH./CIVIL DWG. FOR <br />MORE INFORMATION IF <br />APPLICABLE. <br />2- MIN. 8" FROM SOIL AT <br />UNPAVED AREA OR 2" <br />FROM T.O. THE PAVED <br />MATERIAL. <br />t <br />EXT. STRIP FOUNDATION <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br />2x UC4A OR HIGHER SILL PLATE <br />3x UC4A AT SHEAR WALLS <br />P.T. <br />E.N. <br />WALL SHEATHING <br />PER PLAN <br />STUD WALL PER PLAN <br />UNO PER SHEAR WALL SCHED. <br />SOG PER PLAN <br />#4@16" O.C. <br />DOWELS <br />ALT. <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />t <br />SCALE:NTS. <br />5 <br />3" CLR. <br />(2)#5 <br />TOP & BOT <br />INT. STRIP FOUNDATION <br />(2)#5 <br />TOP & BOT <br /> DOWELS <br />TO MATCH <br />SOG REINF.24 <br />" <br />SCALE:NTS. <br />2 EXT. STRIP FOUNDATION W/ ANCHOR <br />SCALE:NTS. <br />6 INT. STRIP FOUNDATION W/ ANCHOR (SB/SSTB) <br />PER PLAN <br />5/8" DIA. @ 48" W/ 7" MIN. EMBED., <br />UNO IN SHEAR WALL SCHEDULE <br />SB SHOWN <br />(SSTB SIMILAR) <br />VAPOR <br />RETARDER SEE <br />ARCH./CIVIL <br />DWG. <br />ALL TOP & BOT <br />BARS IN <br />FOUNDATION <br />SHALL HAVE <br />STANDARD HOOKS <br />AT THE ENDS. <br />STD. HOOK <br />13 <br />4" <br />11 <br />2"12" MIN. <br />11 <br />1 2" <br />M <br />A <br />X <br />. <br />Le <br />SB SHOWN <br />(SSTB SIMILAR) <br />4" <br />MIN. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />PLAN VIEW <br />Le <br />ADD EXTRA #4 <br />BARS EA. SIDE <br />OF HOLD DOWN <br />1.5 Le <br />NOTE: <br />FOUNDATION DETAILS AND REINFORCEMENT ARE NOT SHOWN FOR CLARITY. SEE FOUNDATION <br />DETAILS FOR THE BALANCE OF INFORMATION AND DETAILS THAT ARE NOT SHOWN <br />SCALE:NTS.SCALE:NTS. <br />3 <br />SCALE:NTS. <br />10CONTRACTION JOINT INT. NON-LOAD BEARING WALLS (PARTITIONS) ON SOG7 <br />IMPERVIOUS <br />MOISTURE BARRIER <br />BTWN. THE SILL <br />PLATE AND SOG <br />HOT-DIP GALV. OR STAINLESS STEEL <br />ANCHOR AND WASHER <br />(SEE NOTE 2) <br />2x STUDS @16" O.C. NON-LOAD BEARING <br />INT. PARTION, NON-SHEAR WALL <br />2x UC4A OR HIGHER SILL PLATE <br />P.T. <br />SOG PER PLAN <br />A <br />SECTION A <br />7db<L<12"ANCHOR <br />SOG PER PLANS <br />END OF SILL PLATE <br />WHERE OCCUR <br />NOTE: <br />1. UNO ON THE PLANS OR SHEAR WALL TABLE, WOOD SILL PLATES AND WOOD PARTITION WALLS SUPPORTED DIRECTLY ON CONC. <br />SLAB SHALL BE CONSTRUCTED AS FOLLOWS: <br />a. ANCHOR BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. <br />b. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. <br />c.THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION W/ ONE BOLT LOCATED NOT MORE THAN 12 IN AND LES THAN <br />SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. <br />d. SILL PLATES SHALL BE PRESSURE TREATED AND PROTECTED AGAINST DECAY AND TERMITES (UC4A OR BETTER). <br />2. ANCHORS SHALL CONFIRM TO: <br />a. RAMSET 1524 SDP POWER-ACTUATED FASTENER (ZINC-CHROMATE) WITH ZINC-COATED WASHERS AND 1.375" EMBEDMENT DEPTH <br />AT 24" OC (ICC ESR 2690) <br />b. 3/8" Ø STAINLESS-STEEL TITEN HD WASHER HEAD W/ 2.75" EMBEDMENT DEPTH AND BD 1/2-3HDG WASHER BEARING PLATE AT 24" <br />OC (ICC ESR 2713), <br />c. 2.5" x 12/64" (0.177) Ø W/ 3/8" Ø HEAD POWDER DRIVEN FASTENER SHOT 14 GA x 17/16" Ø WASHER AT 24" OC, HILTI DS62P10 <br />ICC-ES ESR-1663 OR EQUAL <br />NOTE: <br />1. SEE ARCHITECTURAL DRAWING FOR EXTENT OF SOG <br />2. IF ANY DISCREPANCIES EXIST BTWN. STRUCTURAL DWGS. AND ARCH. DWGS. ARCH. DWGS. GOVERNED <br />EDGED PATIO SLAB <br />ADD EXTRA <br />#4 BARS <br />EA. SIDE OF <br />HOLD DOWN <br />SLAB NOT <br />SHOWN FOR <br />CLARITY <br />PER PLAN <br />12" MIN. FOR SSTB/SB <br />PER PLAN <br />12" MIN. <br />PLAN VIEW <br />NOTE: <br />FOUNDATION DETAILS AND REINFORCEMENT ARE NOT SHOWN FOR CLARITY. SEE FOUNDATION <br />DETAILS FOR THE BALANCE OF INFORMATION AND DETAILS THAT ARE NOT SHOWN <br />SLAB NOT <br />SHOWN FOR <br />CLARITY <br />112" <br />12" MIN.11 <br />2" <br />134" <br />1. <br />5 <br /> <br />L <br />e <br />F <br />FFF <br />FF <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />6" (FOR HDU14) <br />6" <br />(F <br />O <br />R <br />HD <br />U <br />1 <br />4 <br />) <br />SIMPSON SB SIMPSON SSTB SIMPSON SB SIMPSON SSTB <br />NOTE: <br />THE DIAMOND-SHAPED JOINTS (6) MAY BE OMITTED IF COLUMN FOOTINGS ARE <br />BELOW FLOOR LEVEL AND THE COLUMN IS WRAPPED WITH TWO LAYERS OF <br />SHEATHING MEMBRANE OR JOINT FILLER TO BREAK THE BOND. <br />1. CONTROL JOINTS WITHIN 3050MM (120 IN). OF CORNERS <br />2. SPACING OF JOINTS 6100MM (240 IN). MAX. CONTROL <br />JOINTS IN FLOOR SLAB <br />3. FLOOR SLAB JOINT IN FLOOR SLAB <br />4. CONTROL JOINTS AROUND COLUMN FOOTINGS (SEE NOTE) <br />5. FLOOR SLAB JOINT SPACING OF 6 M (20 FT.) MAXIMUM <br />6. CONTROL JOINT AROUND COLUMN FOOTINGS (SEE NOTE) <br />2 <br />1 1 <br />5 <br />3 <br />3 <br />4 <br />6 <br />3 <br />5 <br />LOCATION OF CONTROL JOINTS F <br />SCALE:NTS. <br />12 <br />24" <br />24 <br />" <br />24" <br />24 <br />" <br />EXTRA #4 BARS <br />SB/SSTB <br />4" <br />HOLD DOWN ANCHOR SCHEDULE AT FOUNDATION F <br />SCALE:NTS. <br />8 <br />HDU2 1/4x2.5 6 4"x4"2,960 LB SSTB 16 5/8"17 20" <br />HDU4 1/4x2.5 10 4"x4"4,500 LB SSTB 20 5/8"18 22" <br />HDU5 1/4x2.5 14 4"x4"5,600 LB SSTB 24 5/8"18 22" <br />HDU8 1/4x2.5 20 4"x4"6,970 LB SSTB 28 7/8"25 28" <br />HDU11 1/4x2.5 30 4"x8"9,535 LB SB1x30 1"24 28" <br />HDU14***1/4x2.5 36 4"x8"13,090 LB SB1x30**-18*1"24, F**=17 28" <br />HD19 1" BOLT 5 6"x6" NO.1 19,070 LB PAB10 1 1/4"14.5,F=22 24" <br />HOLD <br />DOWN TYP. <br />SDS SCREW <br />SIZE (IN.) <br />NO. OF <br />SCREWS <br />MIN. WOOD <br />POST SIZE <br />DESIGN <br />CAPACITY ANCHOR TYPE DIA.Le, F(IN.)MIN. FON. <br />DEPTH <br />LSTHD8 0.148x3.25 16 4"x4"1,600 LB 8 12" <br />STHD10 0.148x3.25 20 4"x4"2,100 LB 10 14" <br />STHD14 0.148x3.25 24 4"x4"3,500 LB 14 18" <br />HDU2 1/4x2.5 6 4"x4"3,000 LB SSTB 16 5/8"13 16" <br />HDU4 1/4x2.5 10 4"x4"4,500 LB SSTB 20 5/8"17 22" <br />HDU5 1/4x2.5 14 4"x4"5,600 LB SSTB 24 5/8"21 26" <br />HDU8 1/4x2.5 20 4"x4"6,900 LB SSTB 28 7/8"25 28" <br />HDU11 1/4x2.5 30 4"x8"11,100 LB SB1x30 1"24 28" <br />HDU14***1/4x2.5 36 4"x8"13,000 LB SB1x30**-18*1"24, F**=17 28" <br />HD19 1" BOLT 5 6"x6" NO.1 19,070 LB PAB10 1 1/4"14.5,F=22 24" <br />NOTE: <br />*WHERE NOTED, SB1x30 <br />REQUIRES FOUNDATION <br />WIDTH TO BE 18" WIDE. <br />**PAB8 SOLUTION MAY <br />ALSO BE USED. FOR PAB8 <br />COVERAGE ON EACH SIDE <br />OF THE BOLT SHALL BE <br />MINIMUM F". <br />***WOOD MEMBER SHALL <br />BE 8"x4" OR LARGER <br />1. ANCHORS DESIGNATED <br />AS ASTM A193 GRADE B7 <br />THREADED RODS TO USE <br />ASTM A563 GRADE DH <br />HEAVY HEX NUTS AND <br />ASTM F436 WASHERS. <br />ANCHOR RODS SHALL <br />CONFORM TO ASTM A36 <br />THREADED RODS W/ ASTM <br />A563 GRADE A NUTS AND <br />ANSI B18.22.1 TYPE A <br />WASHERS, UNLESS <br />OTHERWISE NOTED. <br />2. ALL NUTS SHALL BE HOT <br />DIP OR MECHANICAL ZINC <br />COATED, GRADE A FINISH, <br />HEAVY HEX AND CONFORM <br />TO ASTM A563 W/ F436 <br />WASHERS, UNO. <br />MIDWALL/CORNER <br />GARAGE CURB <br />SOG PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br />1 <br />1 <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />t <br />3" CLR. <br />2#4 <br />12" <br />A <br />B <br />SECTION A SECTION B <br />SCALE:NTS.SCALE:NTS. <br />MI <br />N <br />. <br /> <br />( <br />t 4,1 <br /> <br />1 4") <br />PROVIDE 1/4" SAWCUT OR 1/8" WIDE <br /> TOOLED JOINT WITHIN 24 HOUR <br /> OF POUR, FILL W/ SEALANT <br />AS REQD. AS PER ARCH. DWG. <br />SEE JOINT FILLER DETAILS <br />SOG PER PLAN <br />t/ <br />2 <br />t <br />SEE SOG. NOTES FOR <br />SUBGRADE DETAILS <br />SECTION OF LANDING /EQUIPMENT SLAB <br />#4@18"O.C. <br />3" <br /> <br />C <br />L <br />R <br />. <br />1 <br />1 <br />6" <br />3" CLR.#4 <br />6" <br />3" <br /> <br />C <br />L <br />R <br />. <br />3" CLR.#4 <br />SEE ARCH. DWG. <br />PER CIVIL/CITY <br />GUIDE LINE <br />AS <br /> <br />P <br />E <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />5" <br />DATE: <br />P.M.: <br />DRAWN BY: <br />JOB NO.: <br />30211 Avenida de las Banderas, Suite 200, Rancho Santa <br />Margarita, California, 92688 <br />909-257-7040 WWW.BNDESIGNBUILDINC.COM <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN <br />DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK <br />EXCEPT BY AGREEMENT WITH BN DESIGN BUILD. <br />D E SI GN <br />B U I L D <br />CNI <br />UNIT 2, 606 S VAN <br />NESS AVE, <br />SANTA ANA, <br />CA 92701 <br />ACCESSORY <br /> DWELLING <br /> UNIT <br />REV DATE REMARKS <br />M.A. <br />ISSUED FOR PERMIT12.17.20240 <br />07.13.2025 <br />20241149 <br />ISSUED PER CITY PERMIT07.13.20251 <br />S1.01 <br />TYPICAL FOUNDATION <br />DETAILS <br />07/15/2025 <br />EXP. 06-30-2026