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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 />F5 <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 />7 F <br />t <br />³t <br />2 STRIP FOUNDATION W/ CURB W/ SB/SSTB ANCHOR <br />SCALE:NTS. <br />SB SEE 8/S1.01 <br />11 <br />1 4" <br />M <br />A <br />X <br />. <br />Le <br />13 <br />4" <br />16" MIN. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />PLAN VIEW <br />6" <br />4" MIN.4" MIN. <br />24" MIN. <br />12" MIN. <br />24 <br />" <br /> <br />M <br />I <br />N <br />SLAB NOT <br />SHOWN FOR <br />CLARITY <br />NOTE: <br />FOUNDATION DETAILS AND REINFORCEMENT ARE NOT SHOWN FOR CLARITY. SEE FOUNDATION DETAILS FOR THE BALANCE OF <br />INFORMATION AND DETAILS THAT ARE NOT SHOWN <br />134" <br />F <br />1 1 <br />2"12" MIN. <br />6" (FOR HDU14) <br />ADD EXTRA #4 <br />BARS EA. SIDE <br />OF HOLD DOWN <br />112" <br />6" <br />(F <br />O <br />R <br />HD <br />U <br />1 <br />4 <br />) <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 />6 <br />8" <br />MI <br />N <br />. <br />1 3/4" <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"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"x6"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"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 />SCALE:NTS. <br />3 <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 />4" THICK (MIN.) <br />BASE OF 1/2" <br />CLEAN AGGREGATE <br />ASTM 1745 (10 MIL) <br />MOISTURE BARRIER <br />MEMBRANE <br />SOG PER PLAN <br />t/ <br />2 <br />CONTRACTION JOINT <br />t <br />F <br />1 STRIP FOUNDATION W/ CURB (GARAGE) <br />SCALE:NTS. <br />4 GARAGE TO DRIVEWAY DETAIL <br />SCALE:NTS. <br />UNDISTURBED <br />NATURAL SOILS OR <br />ENGINEERED FILL <br />ELASTOMETRIC <br />JOINT SEALANT <br />SEE ARCH DWG <br />DRIVEWAY <br />3" <br /> <br />C <br />L <br />R <br />. <br />3" CLR. <br />SOG PER PLAN <br />DOWELS <br />TO MATCH SOG REINF. <br />F <br />F <br />(2)#5 <br />TOP & BOT <br />PER PLAN6" <br />(1)#5 <br />CURB BEYOUND <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />SEE CIVIL/ARCH. <br /> DWG. FOR UNDER <br />SLAB LAYER <br />(1)#4 <br />24" <br />24 <br />" <br />SLOP PER <br />ARCH. DWG. <br />1 3 <br />4" <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />ALL TOP & BOT <br />BARS IN <br />FOUNDATION <br />SHALL HAVE <br />STANDARD HOOKS <br />AT THE ENDS. <br />SOG PER PLAN <br />VAPOR <br />RETARDER SEE <br />ARC./CIVIL DWG. <br />(2)#5 <br />TOP & BOT <br />STD. HOOK <br />t <br />2x UC4A OR HIGHER SILL PLATE <br />3x UC4A AT SHEAR WALLS <br />P.T. <br />STUD WALL PER PLAN UNO <br />PER SHEAR WALL SCHED. <br />#4@16" O.C. <br />DOWELS <br />SE <br />E <br />CI <br />V <br />I <br />L <br />/ <br />A <br />R <br />C <br />H <br />. <br />DW <br />G <br />. <br />8" MIN. SEE <br />CIVIL/ARCH. DWG. <br />1 <br />1/ <br />2 <br />" CL <br />R <br />ELASTOMETRIC <br />JOINT SEALANT <br />SEE ARCH DWG <br />3" <br /> <br />C <br />L <br />R <br />. <br />3" CLR. <br />PER PLAN <br />5/8" DIA. @ 48" W/ 7" MIN.EMBED. <br />UNO IN SHEAR WALL SCHEDULE <br />(2)#4 WHERE CURB <br />EXT. WALL SHEATHING <br />3" MIN. <br />6" <br />MIN. <br />24" <br />24 <br />" <br />E.N. <br />SLOPE PER <br />ARCH. DWG. <br />3" CLR. <br /> DOWELS <br />TO MATCH <br />SOG REINF. <br />1 <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />1011 W 2ND ST, SANTA ANA, <br />CA 92703 <br />JUAN GARSIA <br />SAZAN INC. <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />S1.01 <br />TYPICAL S.O.G. AND <br />FOUNDATION DETAILS <br />11/19/2024 <br />EXP. 06-30-2026 <br />1011 W Second St <br />5/1/2025