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1.REFER TO STRUCTURAL NOTES ON SHEET S1.0-S1.1 AND TYPICAL DETAILS ON <br />SHEETS S3.0-S3.3. THESE NOTES AND DETAILS SHALL BE USED WHERE <br />APPLICABLE WHETHER SPECIFICALLY REFERENCED ON PLANS OR NOT. <br />2.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH <br />STRUCTURAL REQUIREMENTS INDICATED. REFER TO ARCHITECTURAL, CIVIL, <br />MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. <br />3.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. <br />4.NON-STRUCTURAL ELEMENTS IN NATURE SUCH AS DRAINS, SUMPS, EXTERIOR <br />HARDSCAPE, MECHANICAL UNITS, ETC., ARE TO BE DESIGNED BY OTHERS. <br />5.STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR <br />SEISMIC LOADS. ALL EXTERIOR WOOD FRAMED WALLS ARE STRUCTURAL <br />WALLS. WALLS OR PORTIONS NOT INDICATED ON THE STRUCTURAL <br />DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL DRAWINGS <br />FOR LOCATION AND EXTENT OF PARTITION WALLS. <br />6.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR <br />PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHED, AND BORINGS <br />SHALL BE FIELD-TREATED. FASTENERS IN TREATED WOOD SHALL BE <br />APPROVED SILICON BRONZE/COPPER, STAINLESS STEEL, OR HOT-DIPPED <br />ZINC COATED STEEL. <br />7.ALL WOOD FRAMED STRUCTURAL WALLS ARE TO BE 2x4 STUDS @ 16" O.C., <br />U.O.N. (USE 2x6 STUDS @ 16" O,C, AT PLUMBING WALLS). <br />8.ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" MIN. INTO CONCRETE OR <br />MASONRY FOUNDATION SPACED NO MORE THAN 48" AND PROVIDE A PLATE <br />WASHER WITH MINIMUM SIZE OF 0.299"x3"x3". <br />9.ANCHOR BOLTS AND HOLDOWN ANCHORS, SHALL BE TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION. ON RAISED FLOOR HOLDOWN THAT USE 7 8" OR <br />GRATER DIA., STEMP WALL WITH MIN. OF 8"DURING 4xle LENGTH FROM MIDDLE. <br />10.SHEAR WALL SHEATHING SHOWN ON ONE SIDE MAY ALTERNATIVELY BE <br />SHEATHED ON THE OPPOSITE SIDE OF THE WALL. <br />11.IF ADVERSE SOILS CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION <br />MAY BE REQUIRED. <br />12.EXTREME CARE SHOULD BE TAKEN WHEN DOING FOUNDATION WORK WITH <br />POST-TENSIONED SLABS (WHERE APPLICABLE). NO TENDONS SHALL BE <br />DAMAGED OR CUT. NOTIFY THE ENGINEER OF RECORD PRIOR TO ANY <br />DRILLING, CORING, SAQ-CUTTING, ETC. USE NON-DESTRUCTIVE METHODS TO <br />LOCATE TENDONS PRIOR TO ANY WORK. <br />SCALE: = 1'-0" <br />N <br />FOUNDATION PLAN <br />1/4" <br />PLAN NOTES <br />LEGEND <br />SHEARWALL SCHEDULE <br />EDGE <br />NAIL4 <br />FIELD <br />NAIL <br />NAIL <br />SIZE3SHEATHING2TYPE1 <br />10d <br />15 <br />32 STRUC 1 <br />O.S.0'-00" <br />6 6"12" <br />WOOD <br />SILL PLATE CONN. <br />CONCRETE <br />SDS1 <br />4"x6" <br />@ 16" <br />2x 3x <br />5 <br />8" DIA. <br />A.B. @32" <br />5 <br />8" DIA. <br />A.B. @48"312 <br />ALLOW <br />SHEAR <br />(PLF) <br />SHEAR <br />CLIPS5 6 <br />A35 @ 16" <br />NOTES: <br />1.SEE DETAIL 5/S3.1 & 7/S3.1 FOR ALL SHEARWALL ASSEMBLIES BASED ON SHEAR WALL TYPE: <br />TYPE I TYPE II TYPE III TYPE IV <br /> 6 4, 3 & 2 4D 3D & 2D <br />2.O.S. INDICATES SHEATHING ON ONE SIDE OF THE WALL & D.S. INDICATES SHEATHING ON BOTH SIDES OF <br />THE WALL. <br />3.USE COMMON WIRE NAILS FOR ALL STRUC 1 SHEATHING <br />4.USE MIN. 8d COMMON NAILS MIN. FOR NAILS FOR LTP4 INSTALLED OVER SHEATHING <br />5.USE A35 @ 6" O.C. ON SIMPSON STRONG WALL <br />PAD FOOTING SCHEDULE <br />TYPE SIZE <br />(WxLGTHxTHK) <br />CAPACITY <br />(KIPS) <br />1'-6" x 1'-6" x <br />12"3.04 <br />REINF. <br />(E.W. BOT.)TYPE SIZE <br />(WxLGTHxTHK) <br />CAPACITY <br />(KIPS) <br />REINF. <br />(E.W. BOT.) <br />NOTES: <br />1.ALL PAD FOOTINGS SHALL HAVE A MIN. BEARING DEPTH OF 18" FOR INTERIOR CONDITIONS & 24" FOR <br />EXTERIOR CONDITIONS. <br />2.ALLOWABLE CAPACITY VALUES ARE BASED ON AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF. <br />3.IF SPREAD FOOTING OCCURS AT SAME LOCATION AS HOLDOWN ANCHOR PAD, THE LARGER SIZE AND <br />REINFORCEMENT SHALL GOVERN. <br />2'-0" x 2'-0" x <br />12" <br />2'-6" x 2'-6" x <br />12" <br />3'-0" x 3'-0" x <br />12" <br />2 - #4 <br />3 - #4 <br />4 - #4 <br />3 - #55.40 <br />8.44 <br />12.15 <br />1.5 <br />2.0 <br />2.5 <br />3.0 <br />SPREAD FOOTING PER SCHEDULE ON THIS SHEET <br />WOOD POST SIZE. MARK IS INDICATED AT THE BASE OF THE <br />POST <br />SHEAR WALL POST AND HARDWARE MODEL SEE DETAIL 9/S3.1 <br />FOR INSTALLATION DETAILS. <br />4x4 <br />POST <br />4x4 <br />HDU <br />2.0 <br />NEW CONCRETE FOOTING, INDICATED W/ BOLD HIDDEN LINES <br />& SOLID HATCH <br />(E) CONCRETE FOOTING, INDICATED WITH HIDDEN LINES <br />BEARING WALL SHOWN WITH A BOLD CONTINUOUS LINE. <br />SUPPORTS VERTICAL/SEISMIC/WIND LOADS. <br />0'-00" <br />6 WOOD SHEARWALL. SEE SHEARWALL SCHEDULE ON S2.0 FOR <br />ASSEMBLY AND DETAIL REFERENCES. SHEARWALLS STARTS <br />AT FOUNDATION AND CONTINUES UP TO ROOF LEVEL <br />2.5 <br />9' <br />- <br />1 <br />1 <br />" <br />6' <br />- <br />1 <br />" <br />3'-9"5'-9" <br />10 <br />' <br />- <br />2 <br />" <br />10 <br />' <br />- <br />2 <br />" <br />5' <br />- <br />0 <br />" <br />3'-9"6'-2" <br />6 6 <br />6 <br />6 <br />6 <br />66 <br />6 <br />6 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />4x4 <br />HDU2 <br />EXISTING <br />CONC. SLAB <br />EXISTING 2x4 WALL STUD <br />TO BE FIELD VERIFIED <br />EXISTING 1'-0" WIDE CONT. FOOTING <br />TO BE FIELD VERIFIED <br />TYPICAL <br />TYP. WALL STUD FRAMING: <br />2x4 STUDS @16" O.C. <br />TYP. CONTINUOUS FOOTING: <br />1'-0" WIDE x 24" MIN. BEARING DEPTH <br />INTO COMPETENT SOIL w/ CONTINUOS <br />2-#4 T&B <br />9 <br />S3.1 <br />TYP. <br />1 <br />S4.0 <br />1 <br />S4.0 <br />4 <br />S4.0 <br />5 <br />S4.0 <br />5 <br />S4.0 <br />5 <br />S4.0 <br />7 <br />S4.0 <br />7 <br />S4.0 <br />7 <br />S4.0 <br />1 <br />S4.0 <br />1 <br />S4.0 <br />4x6 <br />POST <br />1 <br />S3.0 <br />TYP. HOUSE SLAB ON GRADE: <br />4½" SLAB ON GRADE <br />w/ #4 BARS @ 16" O.C. <br />AT CENTER OF SLAB, <br />EA. WAY. w/ 10 MIL. VAPOR <br />RETARDER SANDWICHED <br />BETWEEN 2 LAYERS <br />OF 2" OF SAND, OVER <br />COMPETENT GRADE <br />3 <br />S4.0 <br />4 <br />S4.0 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REGISTER <br />G <br />EDP <br />E <br />ROFESSIONALEN <br />F <br />IN <br />N <br />E <br />R <br />STATEOF CALI <br />R <br />OR <br />AIIC <br />I <br />VIL <br />JOSE C.MAR <br />ZE <br />C 91046 <br />EXP. 03-31-26 <br />A <br />B <br />C <br />PROJECT NO.26-135 <br />DATE:1/22/26 <br />RAMIREZ <br />STRUCTURAL INC <br />DESCRIPTIONREVISION DATE <br />APPROVAL STAMP <br />23 <br />2 <br />3 <br /> <br />W <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />23 <br />2 <br />3 <br /> <br />W <br /> <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <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 />4 <br />S2.0 <br />FOUNDATION <br />PLAN