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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
Fields
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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SEE PLAN FOR SHEATHING THICKNESS, <br />GRADE AND NAILING <br />1'-4" MIN. <br />PANEL JOINT <br />STAGGERED <br />2'-0" MIN. PANEL <br />EDGE NAILING (E.N.) <br />AT DIAPHRAGM EDGES <br />FIELD NAILING (F.N.) AT <br />INTERMEDIATE SUPPORTS <br />4'-0"x8'-0" MIN. <br />SHEATHING PANELS <br />BEAM <br />PER PLAN <br />EDGE NAILING (E.N.) AT <br />CONTINUOUS PANEL EDGES <br />WHERE BLOCKING OF <br />PANEL EDGES IS REQUIRED <br />EDGE NAILING (E.N.) AT <br />STAGGERED PANEL EDGES <br />JOISTS OR RAFTERS <br />PER PLAN <br />SEE PLAN FOR DIAPHRAGM <br />AREAS WITH BLOCKED <br />PANEL EDGES <br />*6'-0" MIN. LAP LENGTH AT <br />SPLICE 20, 22 & 24 <br />GROUP NAILS OR BOLTS <br />ON BOTH SIDES OF <br />SPLICE IN TOP PLATE <br />NAILS <br />PER SCH 4'-0" MIN LAP * <br />1 1 <br />2" MIN.1 1 <br />2" MIN.1 1 <br />2" MIN.1 1 <br />2" MIN. <br />NAILS <br />PER SCH <br />16d @ <br />16" TYP <br />16d @ <br />16" TYP <br />@ 3" MIN. <br />TYP <br />1" <br />1" <br />STAGGER <br />NAILS TYP <br />BOLTS <br />PER SCH 4'-0" MIN LAP <br />1 1 <br />2" MIN.1 1 <br />2" MIN.7 DIA. MIN.7 DIA. MIN. <br />BOLTS <br />PER SCH <br />16d @ <br />16" TYP <br />16d @ <br />16" TYP <br />@ 4 DIA. <br />MIN. TYP.EQ <br />. <br />CENTER <br />BOLTS <br />EQ <br />. <br />DO NOT COUNTERSINK BOLTS <br />6 2x4 6-16d 1250# <br />8 2x4 8-16d 1670# <br />10 2x4 10-16d 2090# <br />12 2x4 12-16d 2510# <br />14 2x4 14-16d 2920# <br />16 2x4 16-16d 3340# <br />18 2x4 18-16d 3760# <br />20*2x6 20-16d 4180# <br />22*2x6 22-16d 4600# <br />24*2x6 24-16d 5010# <br />MARK MIN. <br /> PL. THK.NAILS DESIGN <br />LOAD <br />B1 2x6 6-5/8 5800# <br />B2 2x6 8-5/8 7590# <br />B3 3x4 8-5/8 8050# <br />B4 3x6 6-3/4 11600# <br />MARK MIN. <br /> PL. THK. <br />ANCHOR <br />BOLTS <br />DESIGN <br />LOAD <br />STUDS <br />PER PLAN <br />NOTE: <br />JOINT DIRECTLY OVER STUDS, <br />TYP. <br />STUDS <br />PER PLAN <br />OPNG. <br />USE DOUBLE JOISTS OR TJI'S @ EACH <br />SIDE OF OPENING w/ 212" DIA. M.B. @ <br />24" O.C. (STAGGERED). BLOCK TJI'S <br />SOLID BETWEEN WEBS AT M.B.'S. <br />NOTE: USE THIS DETAIL <br />WHEN ONE JOIST IS <br />INTERRUPTED <br />SEE PLANS FOR JOIST <br />SIZE AND SPACING. <br />4x JOIST DEPTH HEADER w/ SIMPSON U <br />HANGERS EACH END. FOR TJI'S USE <br />4x10 HDR. w/ SIMPSON 'W' HANGER <br />EACH END TYPICAL U.N.O. <br />PLAN <br />DEPTH "D" <br />.25x"D" MAX. AT <br />BEARING WALL <br />.40x"D" MAX. AT <br />NON-BEARING WALL <br />5 <br />8" MIN TYPL <br />2" <br /> <br />M <br />I <br />N <br />. <br /> <br />T <br />Y <br />P <br />. <br />12" MIN SEP. <br />DE <br />P <br />T <br />H <br /> <br />" <br />D <br />" <br />"D <br />" <br />/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />NO <br />T <br />C <br />H <br />"D <br />" <br />/ <br />4 <br /> <br />M <br />A <br />X <br /> <br />A <br />T <br /> <br />E <br />N <br />D <br />S <br />NOTCHING NOT ALLOWED <br />13 OF SPAN IN MIDDLE <br />"D"/3 MAX. <br />BORED HOLES <br />.40x"D" MAX. AT <br />BEARING WALL <br />.60x"D" MAX. AT <br />NON-BEARING WALL <br />B - STUDS IN WALLSA - JOIST/RAFTERS <br />HEADER SCHEDULE <br />BEARING AND EXTERIOR WALLS NON-BEARING WALLS <br />OPENING WIDTH MIN. HEADER SIZE 1 OPENING WIDTH HEADER SIZE 1 <br />5'-11" OR LESS 4x6 7'-11" OR LESS 4x6 <br />6'-0" TO 7'-11"4x8 8'-0" TO 11'-11"4x8 <br />8'-0" TO 9'-11"4x10 <br />10'-0" TO 12'-0"4x12 <br />OPENING <br />OPENING NUMBER OF FULL HEIGHT STUDS 1 <br /> WIDTH ALL INTERIOR INTERIOR <br /> EXTERIOR WALLS BRG. WALLS NON-BEARING WALLS <br />7'-0" OR LESS 2 2 1 <br />7'-1" TO 10'-0" 3 2 1 <br />OVER 10'-0" 4 2 1 <br />1) USE 6x LINTEL MEMBERS IN 2x6 STUD WALLS. <br />A34 AT TOP & BOTTOM FOR FULL <br />HEIGHT STUDS IN EXTERIOR WALLS <br />CONT. DBL. TOP PLATES, PER PLAN <br />STUDS & CRIPPLES @ 16" O.C. <br />A34 FOR 3'-6" TO 8'-0" OPENINGS <br />HDR. PER PLAN (IF NON ON PLAN <br />USE HEADER PER SCHEDL. ABOVE) <br />2-16d FOR EACH 3" IN HEADER DEPTH <br />TWO CRIPPLE STUDS WHEN HEADER IS <br />LARGER THAN 4x8, OTHERWISE ONE <br />16d @ 8" O.C. EACH FULL HEIGHT <br />STUD @ EXTERIOR WALLS ONLY <br />16d @ 8" O.C. EACH FULL HEIGHT <br />STUD @ EXTERIOR WALLS ONLY <br />2x STUD WIDTH SILL <br />WHERE OCCURING <br />A34 TOP AND BOTTOM AT <br />SILL WHERE OCCURING <br />SEE TABLE FOR NUMBER OF <br />FULL HEIGHT STUDS TYPICAL <br />1) OMIT FULL HEIGHT STUDS WHERE POST FOR HOLDOWN ANCHOR OCCURS. <br />SEE PLAN AND TYPICAL HOLDOWN DETAIL. <br />ELEVATIONS <br />2x FULL HT. STUD <br />EA.SIDE OF BEAM <br />16d @ 16" EA. <br />SIDE TO POST <br />BELOW <br />4-16d EA. SIDE <br />TO BEAM END <br />POST PER PLAN <br />BELOW BEAM <br />2-2x MIN. U.O.N. <br />BEAM PER PLAN <br />C - BEAM BELOW TOP PLATES <br />PLAN <br />B - BEAM FLUSH w/ TOP PLATES <br />ELEVATIONS <br />2x FULL HT. STUD <br />EA.STUD OF <br />BEAM <br />POST PER PLAN <br />BELOW BEAM <br />2-2x MIN. U.O.N.CONT. DBL. <br />TOP PLATES <br />4-16d EA. <br />SIDE TO <br />BEAM END <br />OPTIOINAL <br />STRAP TO <br />SIDE <br />BEAM PER PLAN STRAP PER PLAN <br />MST37 MIN. U.O.N. <br />A - BEAM ON TOP PLATES <br />PLAN <br />BEAM PER PLAN <br />POST PER PLAN <br />BELOW BEAM <br />2-2x MIN. U.O.N.ELEVATIONS <br />CONT. DBL. <br />TOP PLATES <br />SIMP. A35 CLIP <br />EACH SIDE (A34 <br />@ 4" WALL) <br />BEAM PER PLAN <br />ROOF/FLOOR DIAPHRAGM ASSEMBLY 3 TOP PLATE SPLICE 2OPENING AT ROOF/FLOOR 4 BORING AND NOTCHING 1 <br />HEADER DETAIL 5CEILING JOIST DETAIL 6BEAM PERP. TO WALL 7 <br />2x STUDS <br />@ 16"o.c. <br />AT ACCESSIBLE CEILING ONLY <br />USE 1x6 CONT. @ 8'-0" O.C. w/ <br />2-12d TO EACH C.J. TYP. <br />CEILING JOISTS <br />PER PLAN <br />CONT. DBL TOP PLATE <br />6-16d <br />H2A TIES @ 32" O.C. MAX. <br />AT ACCESSIBLE CEILING ONLY USE <br />1x6 CONT. @ 8'-0" O.C. w/ 2-12d TO <br />EACH C.J. TYP. <br />CEILING JOIST PER PLAN <br />U HANGER <br />2x JOIST DEPTH CONT. LEDGER <br />w/ 2-16d @ 2x STUD <br />2x CONT. BLKG. <br />AT ACCESSIBLE CEILING ONLY USE <br />1x6 CONT. @ 8'-0" O.C. w/ 2-12d TO <br />EACH C.J. TYP. <br />CEILING JOIST PER PLAN <br />3-16d <br />WHEN STUDS NOT CONT. <br />ABOVE, USE CONT. TOP PLATE <br />2x CONT. BLKG. <br />2x STUDS <br />PER PLAN <br />2x STUDS <br />PER PLAN <br />OVER 2x BLKG. <br />WITH LEDGER <br />AT ROOF <br /> 8 <br /> 12 <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 />S3.2 <br />TYPICAL <br />DETAILS
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