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2323 W La Verne Ave - Plan
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2323 W La Verne Ave - Plan
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Last modified
4/3/2026 5:00:12 AM
Creation date
4/3/2026 5:00:06 AM
Metadata
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Template:
Plan
Permit Number
101125879
Full Address
2323 W La Verne Ave
Street Number
2323
Street Direction
W
Street Name
La Verne
Street Suffix
Ave
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HD. POST <br />PER PLAN <br />2' <br />- <br />0 <br />" <br />(M <br />I <br />N <br />. <br /> <br />B <br />E <br />A <br />R <br />I <br />N <br />G <br />DE <br />P <br />T <br />H <br />) <br />LE <br />N <br />G <br />T <br />H <br />le <br />1¾" <br />MIN. <br />1" <br />CL <br />R <br />SSTB PER <br />SCHEDULE <br />HOLDOWN <br />PER PLAN CL <br />SILL PLATE <br />PAD <br />GRADE <br />HD. POST <br />PER PLAN <br />HD. POST <br />PER PLAN <br />FASTENERS PER <br />SCHEDULE <br />1' <br />- <br />8 <br />" <br />MA <br />X <br />. <br />1" <br />CL <br />R <br />le <br />SSTB PER <br />SCHEDULE <br />16 <br />SEE <br />NOTE <br />#7 <br />DBL. HOLDOWN <br />(WHERE OCCURS) <br />1'-0" <br />MIN. <br />MARK <br />MIN. HD <br />POST <br />(WALL 2x4 <br />OR 2x6) <br />NO. OF <br />SDS 14"x3 <br />SCRES <br />CL <br />SIMPSON <br />STRONGTIE <br />ANCHOR <br />BOLT <br />ANCHOR <br />DIA. <br />MIN. <br />ANCHOR <br />EMBED le <br />ALLOW TENSION KIPS <br />(LA CITY) <br />MINDWALL CORNER <br />HDU2 4x4 OR 4x6 6 1 5/16"SSTB20 5/8"16 5/8"3.075 (2.306)2.960 (2.220) <br />HDU4 4x4 OR 4x6 10 1 5/16"SSTB24 5/8"20 5/8"3.740 (2.805)3.325 (2.494) <br />HDU8 4x6 OR 4x6 20 1 3/8"SSTB28 7/8"24 7/8"6.970 (5.228)6.970 (5.228) <br />HDU11 4x6 OR 4x6 30 1 3/8"SB1x30 1"24"9.535 (7.151)8.315 (6.236) <br />HDU14 4x8 OR 6x6 36 1 9/16"SB1x30 1"24"11.470 (8.603)- <br />2-HDU11 4x8 OR 6x6 30 1 3/8"2-SB1x30 2-1"24"19.070 (14.303)16.630 (12.473) <br />2-HDU14 4x8 OR 6x6 36 1 9/16"2-SB1x30 2-1"24"22.940 (17.205)- <br />1) ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY FASTENED IN PLACE PRIOR TO PLACING <br />CONCRETE. <br />2) MINIMUM END DISTANCES FOR SSTB & SB BOLTS ARE AS SHOWN IN GRAPHICS. <br />3) MIDWALL LOADS APPLY WHEN ANCHOR IS 1.5 le OR GREATER FROM THE END. FOR BOLTS ACTING IN <br />TENSION SIMULTANEOUSLY, THE MINIMUM BOLT CENTER-TO-CENTER SPACING IS 3 le. <br />4) ON CORNER APLICATION THE STEMP WALL NEED TO HAVE 16" MIN. RETURN OF WALL. <br />5) PLACE SSTB & SB ARROW DIAGONAL IN CORNER APPLICATION <br />6) FOOTING, SLAB, FLOOR FRAMING & SHEATING ARE NOT SHOWN FOR CLARITY ON ELEVATIONS (CORNER <br />& MINDWALL). <br />7) MIN. DISTNACE FOR SLAB IS 4" & FOR STEMP IS 5". <br />8) REBAR IS REQUIRED AT THE TOP OF STEM WALL FOUNDATIONS, BUT IS NOT REQUIRED FOR <br />SLAB-ON-GRADE EDGE AND GARAGE CURB, OR STEM WALL GARAGE FRONT INSTALLATIONS. <br />9) ON GARAGE USE A ROD & COUPLER AS SHOWN ALTERNATIVE ON SLAB DETAIL <br />1¾" <br />MI <br />N <br />. <br />CL <br />STUDS <br />PER PLAN <br />PLATE <br />BOLTING <br />SILL <br />PLATE <br />6" MIN. STEM <br />FOR ⅝" DIA. <br />8" MIN. STEM <br />FOR ⅞-1" DIA. <br />1" <br />CL <br />R <br />1¾" <br />MIN.HOLDOWN <br />PER PLAN <br />ROD <br />COUPLER <br />2' <br />- <br />0 <br />" <br />(M <br />I <br />N <br />. <br /> <br />B <br />E <br />A <br />R <br />I <br />N <br />G <br />DE <br />P <br />T <br />H <br />) <br />1'-0" <br />MIN. <br />LE <br />N <br />G <br />T <br />H <br />le <br />SSTB PER <br />SCHEDULE <br />SSTB PER <br />SCHEDULE <br />CL <br />SILL PLATE <br />HD. POST <br />PER PLAN <br />FASTENERS PER <br />SCHEDULE <br />1" <br />CL <br />R <br />le <br />DBL. HOLDOWN <br />(WHERE OCCURS) <br />BLOCK ALIGN <br />w/ POST ABOVE <br />FLOOR AS <br />OCCURS BLOCK ALIGN <br />w/ POST <br />ABOVE <br />ROD <br />COUPLER <br />LE <br />N <br />G <br />T <br />H <br />16 <br />16 <br />STUDS <br />PER PLAN <br />PLATE <br />BOLTING <br />SILL <br />PLATE <br />HD. POST <br />PER PLAN <br />HD. POST <br />PER PLAN <br />16 <br />DBL. HD. <br />(WHERE <br />OCCURS) <br />DBL. HD. <br />(WHERE <br />OCCURS) <br />HOLDOWN <br />PER PLAN <br />HOLDDOWN <br />PER PLANFLOOR AS <br />OCCURS <br />SLAB DETAIL SLAB FRONT MINDWALL 3 <br />CORNER 4,5,6 <br />RAISED DETAIL RAISED FRONT <br />1¾" <br />MIN. <br />1' <br />- <br />8 <br />" <br />MA <br />X <br />. <br />3"MIN. <br />5" MAX.#48 <br />2xle MIN. <br />REBAR <br />LENGTH <br />2xle MIN. <br />REBAR <br />LENGTH <br />#4 <br />SP <br />A <br />C <br />I <br />N <br />G <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SHEATHING @ OPENINGS FOR <br />FLUSH FINISH <br />DOOR OR WINDOW HEADER <br />(SEE 5/S3.2) <br />EDGE NAILING TO HD POST <br />(FULL HEIGHT) <br />BLOCKING @ ALL PANELS <br />EDGES <br />TRIMMER STUD(S) <br />16 <br />" <br /> <br />M <br />I <br />N <br />. <br />OF <br />F <br />S <br />E <br />T <br />(SHEARWALL TYPES I & II)TOP PLATE (SEE 2/S3.2) <br />STAGG. EDGE NAILING <br />@ ALL PANEL EDGES <br />EDGE NAILING TO TOP <br />PLATES STAGGERED <br />STUDS @ 16" (MAX) <br />(SEE NOTE 1) <br />EDGE NAILING TO HD <br />POST (FULL HEIGHT) <br />HD POST EA END <br />(SEE NOTE 2) <br />STUD <br />PANEL <br />JOINT <br />3 8" <br />MIN. <br />STAGGERED NAILING <br />SILL BOLTING OR NAILING <br />(SEE 3/S3.1) <br />EDGING NAILING TO SILL <br />PER SHEAR WALL <br />SCHEDULE <br />HOLDOWN PER PLAN <br />(SEE 9/S3.1) <br />SLAB ON GRADE OR FLOOR <br />TOP PLATE SPLICE PER PLAN, <br />TYPE 6 MIN. (SEE 2/S3.2) <br />FRAMING TABLE TYPE I TYPE II <br /> MINIMUM <br /> DBL. TOP PL. 2-2x 2-2x <br /> MIN. PANEL <br /> EDGE STUD 2x 3x <br /> OTHER STUDS <br /> MINIMUM 2x 2x <br /> MIN. BLKG. 2x 3x <br /> MIN. SILL 2x 3x <br /> MIN. HD POST 4x 4x <br />NOTES: <br />1.SEE DETAIL 3/S3.1 FOT PLATE <br />WASHER AT ANCHOR BOLTS <br />2'-0" MIN. <br />PANEL <br />2'-0" MIN. <br />PANEL <br />2'-0" MIN. <br />PANEL <br />2'-0" MIN. <br />PANEL <br />SECTION VIEW <br />LTP4 & A35 SPACING <br />PER SHEARWALL <br />SCHEDULE <br />4 12" <br />MIN. <br />SHEAR CLIP DETAIL <br />PLAN VIEW <br />TOP PLATE SPLICE PER PLAN, <br />TYPE 6 MIN. (SEE 2/S3.2) <br />HOLDOWN PER PLAN <br />(SEE 9/S3.1 ) <br />EDGING NAILING TO SILL <br />PER SHEAR WALL <br />SCHEDULE <br />SILL BOLTING OR NAILING <br />(SEE 3/S3.1 ) <br />16 <br />" <br /> <br />M <br />I <br />N <br />. <br />OF <br />F <br />S <br />E <br />T <br />(SHEARWALL TYPES III & IV) <br />FRAMING TABLE TYPE III TYPE IV <br /> MINIMUM <br /> DBL. TOP PL. 2-2x 2-3x6 <br /> MIN. PANEL <br /> EDGE STUD 3x 4x6 <br /> OTHER STUDS <br /> MINIMUM 2x 2x6 <br /> MIN. BLKG. 3x 4x6 <br /> MIN. SILL 3x 3x6 <br /> MIN. HD POST 4x 4x6 <br />SHEATHING @ OPENINGS FOR <br />FLUSH FINISH <br />DOOR OR WINDOW HEADER <br />(SEE 5/S3.2) <br />EDGE NAILING TO HD POST <br />(FULL HEIGHT) <br />BLOCKING @ ALL PANELS <br />EDGES <br />TRIMMER STUD(S) <br />SECOND SHEATING <br />(WHERE OCCURS) <br />TOP PLATE( SEE 2/S3.2) <br />STAGG. EDGE NAILING <br />@ ALL PANEL EDGES <br />EDGE NAILING TO TOP <br />PLATES STAGGERED <br />STUDS @ 16" (MAX) <br />(SEE NOTE 1) <br />EDGE NAILING TO HD <br />POST (FULL HEIGHT) <br />HD POST EA END <br />(SEE NOTE 2) <br />STUD <br />NOTES: <br />1.SHEATHING ON ONE SIDE OF THE SHEAR <br />WALL MUST BE NAILED COMPLETELY BEFORE <br />THE FRAME INSPECTION. SHEATHING ON THE <br />OTHER SIDE MUST BE INSTALLED AND <br />INSPECTED PRIOR TO INSTALLATION OF WALL <br />SURFACE COVERING <br />2.IN THE ISOMETRIC DETAIL, IT DOES NOT <br />SHOW THE LINES OF THE SECOND <br />SHEATHING FOR MORE CLARITY OF THE <br />DRAWING <br />STAGGERED PANEL JOINT <br />EACH SIDE OF WALL (VERT. <br />& HORIZ) <br />SLAB ON GRADE OR FLOOR <br />BLKG. <br />FRAMING AS <br />OCCURS <br />TOP PLATE <br />LTP4 <br />A35 <br />TOP <br />PLATE <br />4x MIN. AT HOLDOWN <br />4x MIN. AT HOLDOWN <br />16d @ E.N. SPACING <br />16d @ E.N. SPACING <br />E.N. <br />E.N. <br />4x MIN. AT <br />HOLDOWN <br />E.N. <br />16d @ E.N. SPACING <br />E.N. <br />16d @ E.N. SPACING <br />4x MIN. AT HOLDOWN <br />16d @ E.N. SPACING <br />E.N. <br />E.N. <br />16d @ E.N. SPACING <br />E.N.16d @ E.N. SPACING <br />E.N. <br />16d @ E.N. SPACING <br />BOLT SIZE PLATE WASHER SIZE <br /> 1 <br />2 " PL.229x3x3 <br /> 5 <br />8 " PL .229x3x3 <br /> 3 <br />4 " PL .229x3x3 <br /> 7 <br />8 " PL 5 <br />16 "x3x3 <br /> 1" PL 3 <br />8 "x3 1 <br />2 "x2 1 <br />2" <br />9" <br />9" <br />9"9"9"9"9" <br />EQ.EQ. <br />D <br />A B <br />2x4 PL <br />MIN. <br />1 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />ADEQUATE THRD. <br />EXTENSION FOR <br />ATTACHMENT OF <br />ALL MATERIALS <br />ADEQUATE THRD. <br />EXTENSION FOR <br />ATTACHMENT OF <br />ALL MATERIALS <br />ST <br />D <br />. <br /> <br />H <br />E <br />X <br /> <br />N <br />U <br />T <br />STD. HEX HEADEM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />IN <br />T <br />O <br /> <br />C <br />O <br />N <br />C <br />. <br /> <br />O <br />R <br /> <br />M <br />A <br />S <br />. <br />D <br />HEADED BOLTS <br />ST <br />D <br />. <br /> <br />H <br />E <br />X <br /> <br />N <br />U <br />T <br />NOTE: <br />USE "J" BOLTS U.O.N. <br />ON PLANS/DETAILS <br />"J" BOLTS <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />IN <br />T <br />O <br /> <br />C <br />O <br />N <br />C <br />. <br /> <br />O <br />R <br /> <br />M <br />A <br />S <br />. <br />3D <br />4 D <br />MINIMUM EMBEDMENT <br />VERT. ANCHOR BOLTS HORIZ. ANCHOR BOLTSBOLT DIA. "D" <br />1/2" <br />5/8" <br />3/4" <br />7/8" <br />1" <br />1 1/8"10" <br />9" <br />8" <br />7" <br />7" <br />7"5" <br />5" <br />5" <br />6" <br />7" <br />8" <br />MIN. 2 BOLTS IN EA. SILL SECTION <br />5 " DIA. A.B. @ 48" TYPICAL, SEE 8 <br />SHEARWALL SCHEDULE FOR <br />OTHER SPACING AT SHEARWALLS <br />WHERE SILL PLATE IS DRILLED OR <br />NOTCHED MORE THAN 1/3 OF THE PLATE <br />WIDTH, INSTALL ONE BOLT EACH SIDE OF <br />NOTCH <br />WASHER PLATE PER <br />SCHEDULE ABOVE <br />HOLDOWN AND SSTB ANCHOR 9 <br />SHEARWALL ASSEMBLY w/ SHEATHING ON ONE SIDE 5SHEARWALL ASSEMBLY w/ SHEATHING ON BOTH SIDES 7 <br />SHEARWALL INTERSECTIONS 1TYP. PLATE BOLTING & ANCHOR BOLTS 3 <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 />V IL <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 />S3.1 <br />TYPICAL <br />DETAILS
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