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ANCHOR BOLT SCHEDULE FOR MORE INFORMATION. <br />INDICATES SHEAR PANEL APPLIED TO ENTIRE WALL, INCLUDING <br />ABOVE AND BELOW WALL OPENING. INSTALL AB PER SCHEDULE <br />REQUIREMENTS. <br />INDICATES POST AND SIMPSON HOLDOWN ANCHOR. <br />INDICATES POST WITH COLUMN BASE TO FOUNDATION. <br />REFER TO MANAFACTURER'S MANUAL FOR ADDITIONAL <br />ALONG FULL LENGTH OF WALL. <br />AND LENGTH OF PANEL. REFER TO SHEAR WALL SCHEDULE AND <br />SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION <br />FOUNDATION LEGEND <br />4. <br />3. <br />4x4 <br />CBS <br />4X4 <br />HDU <br />8 <br />2. <br />1. <br />TOTAL NUMBER OF ANCHOR BOLTS.5. <br />INDICATES FLOOR JOISTS @ 16" O.C. U.N.O. <br />AS SPECIFIED ON SHEET S0. <br />WITH 3/4" THICK FLOOR SHEATHING6. <br />- <br />INSTALL SAWCUT JOINTS IN GARAGE AT 10' O.C. MAX EACH DIRECTION. <br />BUILDING FOUNDATIONS SHALL BE SETBACK FROM ADJACENT SLOPES PER CBC <br />SLOPE GARAGE SLAB TO DRAIN. <br />7 <br />6 <br />5 <br />4 <br />THE SPECIFICATIONS, GENERAL NOTES ON SHEET S-0 AND THE FOLLOWING APPLY TO <br />THE WORK OF THE FOUNDATION. <br />IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS WITH <br />THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE ARCHITECT/DESIGNER AND ENGINEER <br />OF ANY DISCREPANCIES PRIOR TO STARTING WORK. <br />ALL FOUNDATION HARDWARE SHALL BE SECURELY TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION AND POURING OF CONCRETE. <br />3 <br />2. <br />1. <br />FOUNDATION NOTES <br />(E) FOOTING <br />(N) FOOTING <br />7. <br />8. <br />TYP <br />LENGTH <br />TYP <br />LENGTH <br />FJ# <br />FOOTING & SLAB SCHEDULE <br />SEE DETAILS ON SHEET S-3 FOR DEFINITION OF W & D <br />GRADE BM. <br />SLAB ON GRADE <br />LOCATION <br />INT. CONT. <br />EXT. CONT. <br />ISOLATED PAD <br />REINF. <br />2-#4 TOP. & 2-#4 @ BOT. <br />2-#4 TOP. & 2-#4 @ BOT. <br />#4 @ 16" O.C.E.W. <br />#4 @ 8" O.C. E. W. <br />MATCH PERIMETER FTG. <br />4" MIN. (NET) <br />MATCH PERIMETER FTG. <br />W X D (in.) <br />18" D MIN. <br />12 X 18 <br />12 X 18 <br /> (SEE S0 FOR SPEC.) <br />FOR EXTERIOR NON-SHEAR WALL USE 5/8" A.B. @ 48" O.C. MIN. <br />FOR INTERIOR NON-SHEAR WALL USE 0.145" SHOT PINS @ 24" O.C. MIN. <br />ALL ANCHOR BOLTS REQUIRE SQUARE PLATE WASHERS. REFER TO S-0 FOR SIZE. <br />ANCHOR BOLT SCHEDULE <br />HOT DIPPED GALVANIZE CONNECTORS REQUIRED WHEN IN CONTACT WITH <br />OVER 15MIL VISQUEEN <br />OVER 4" DRAIN GRAVEL <br />SEE S-0 FOR REQUIRED SPECIAL INSPECTIONS. <br />PRESSURE TREATED LUMBER. <br />5/8"x10" A.B. @ 18" OC. <br />5/8"x10" A.B. @ 48" OC. 2X <br />3X <br />Anchor Bolt <br />Sch. No. <br />5/8"x10" A.B. @ 36" OC. <br />5/8"x10" A.B. @ 24" OC. <br />5/8"x10" A.B. @ 42" OC. <br />Construction <br />3X <br />3X <br />2X <br />Sill Plate <br />2 <br />3 <br />4 <br />5 <br />1 <br />5/8"x12" A.B. @ 22" OC. 3X3D <br />@ MID. SLAB <br />A <br />PAD SCHEDULE <br />2'-0" S.Q. X 18" DEEP PAD W/ (4) #4 E.W. @ BOTT. P2.0 <br />2'-0" S.Q. X 24" DEEP PAD W/ (4) #4 E.W. @ TOP & BOTT. P2.0 <br />EXISTING PAD FOOTING. (V.I.F.)E <br />** <br />(N)BEDROOM (N)M.BEDROOM <br />(N)BEDROOM <br />(N)KITCHEN <br />NEW ADU <br />(UNIT 2) <br />LIVING AREA <br />= S.T <br />(N)LIVING <br />(N)PORCH <br />36 sq.ft. <br />W <br />DC.L. <br />C.L. <br />(N)BATH <br />(N)BATH <br />C.L. <br />WH <br />CONDENSER <br />UNIT <br />SOLAR AREA <br />DC SYSTEM SIZE: 2.38 (kwdc) <br />AZIMUTH: 150-270o <br />TILT: <= 7:12 <br />1 <br />14 <br />' <br />- <br />6 <br />" <br />HDU2 <br />1 <br />4' <br />- <br />0 <br />" <br />1 <br />3' <br />- <br />0 <br />" <br />1 <br />4' <br />- <br />0 <br />" <br />1 <br />3' <br />- <br />0 <br />" <br />1 <br />16'-0" <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />HDU2 <br />2 <br />7' <br />- <br />6 <br />" <br />HDU2 <br />HDU2 <br />1 <br />14'-0" <br />HD <br />U <br />2 <br />2 <br />8'-0" <br />HD <br />U <br />2 <br />CBA <br />3 <br />2 <br />1 <br />P2.0 P2.0 <br />1 <br />S3 <br />1 <br />S3 <br />2 <br />S3 <br />11 <br />S3 <br />1 <br />S3 <br />1 <br />S3 <br />4 <br />S3 <br />3 <br />S3 <br />3 <br />S3 <br />HD <br />U <br />2 <br />8 <br />S4 <br />P2.0 <br />**** <br />6 <br />S3 <br />6 <br />S3 <br />10 <br />S3 <br />8 <br />S4 <br />(N) 4" CONC. SLAB <br />W/ #4 @ 16" O.C EACH WAY <br />AT MID SLAB. OVER 2" SAND <br />OVER 10 MIL MOISTURE <br />GRAVEL & OVER COMPACT SOIL. <br />BARRIER MEMBRANEOVER 4" THICK OF 1/2" CLEAN <br />8 <br />S4 <br />12'-0" <br />2' <br />- <br />0 <br />" <br />3 <br />S3 <br />3 <br />S3 A <br />A <br />10 <br />S3 <br />A <br />3' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />3'-0" MIN <br />A <br />SLOPE <br />PER CIVIL <br />SL <br />O <br />P <br />E <br />PE <br />R <br /> <br />C <br />I <br />V <br />I <br />L <br />OVER EXCAVATION <br />3' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />OV <br />E <br />R <br /> <br />E <br />X <br />C <br />A <br />V <br />A <br />T <br />I <br />O <br />N <br />A <br />3 <br />S3 <br />3 <br />S3 <br />3 <br />S3 <br />3 <br />S3 <br />3 <br />S3 <br />A <br />A <br />(E) FOOTING <br />(N) FOOTING <br />* CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE REISTING <br />SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN <br />STATEMENT OF RESPONSIBILITY TO THE CITY INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT <br />OF WORK ON SUCH SYSTEM OR COMPONENT. <br />* CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, <br />CONCRETE STRENGTH F'c >2500 PSI, HIGH STRENGTH BOLTING. <br />* FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY FOR (STRUCTURAL STEEL, REINFORCING <br />STEEL, LIGHT GAUGE STEEL). CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. <br />* SHOP WELDS MUST BE PERFORMED IN AN APPROVED LICENSED FABRICATOR'S SHOP. <br />* APPROVED LICENSED FABRICATOR IS REQUIRED FOR (STRUCTURAL STEEL). <br />* GLUE LAM BEAMS MUST BE FABRICATED IN AN APPROVED LICENSED SHOP. IDENTIFY GRADE SYMBOL <br />AND LAMINATION SPECIES PER T 5-A, 2018 NDS SUPP. <br />* HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br />* HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE HALF WRENCH TURN JUST <br />PRIOR TO COVERING THE WALL FRAMING. <br />* PRIOR TO THE CONSTRUCTION OF THE NEW FOUNDATION, VERIFICATION IS REQUIRED TO SHOW THAT THE <br />NEW FOUNDATION SYSTEM MATCHES THE EXISTING. EXCAVATION AT THE CORNER OF THE EXISTING BUILDING, <br />OTHER THAN THE CORNER OF GARAGE, TO EXPOSE THE BOTTOM OF THE FOOTING FOR VERIFICATION OF THE <br />TYPE OF THE EXISTING FOUNDATION SYSTEM BY THE FIELD INSPECTOR IS REQUIRED AT FIRST INSPECTION. <br />* WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER <br />ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE <br />WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS <br />AT ALL PANEL EDGES SHALL BE STAGGERED. <br />* STATEMENT OF SPECIAL INSPECTIONS: PER CBC 1704.2.3 AND AS DEFINED IN CBC 1704.3. NOT ONLY SHOULD THIS LIST <br />ALL SPECIAL INSPECTION AND STRUCTURAL TESTING ITEMS THAT ARE REQUIRED BY THE CBC, BUT ALSO DETAIL THE EXTENT <br />AND FREQUENCY OF THE INSPECTIONS/TESTS. <br />* STRUCTURAL LUMBER SHALL COMPLY WITH DOC PS20. <br />WOOD STRUCTURAL PANEL SHALL COMPLY WITH DOC PS1 OR DOC PS2. <br />* PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ITEMS: I.E. CONCRETE, SHEAR WALLS, ROOF & FLOOR <br />SHEATHING NAILING <4" OC, FIELD WELD (IF ANY) EXCAVATION COMPACTION, EPOXY DOWELS, EPOXY & <br />EXPANSION ANCHORS. <br />* OVER EXCAVATE ALL BUILDING AREAS THREE FEET (3-FT) AND THREE FEET (3-FT) BEYOND FOUNDATION DIMENSION, OR <br />TO COMPETENT INSITU SOILS AS DETERMINED BY FIELD TEST DURING EXCAVATION, WHICH IS DEEPER. SCARIFY EXPOSED <br />SUBGRADE 8 INCHES AND MOISTURIZE TO OPTIMUM MOISTURE CONTENT. COMPACT TO MINIMUM 90% DENSITY AND REPLACE <br />SOIL IN 8 INCHES LIFTS, MOISTURIZE AND COMPACT TO MINIMUM 90% OF MAXIMUM DENSITY. <br />* FOUNDATION PLAN SHALL BE REVIEWED STAMPED BY THE GEOTECHNICAL ENGINEER OF RECORD. <br />* MINIMUM OF 2 BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12” OR LESS <br />THAN 7 BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. [CRC R403.1.6] <br />A <br />A <br />PROPOSED FOUNDATION PLAN <br />SCALE 1/4"=1'-0" <br />1112 W 6TH ST, <br />SANTA ANA, CA 92703 <br />TEL.: ( ) - <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />1 <br />2 <br /> <br />W <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <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 />3 <br />A 10.28.2024 PLAN CHECK+CLIENT REV. <br />S-1 <br />1112 W 6th ST PROPOSED FOUNDATION <br />& FOUNDATION NOTES <br />11/3/2024 3:56:34 PM