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922 W Park Ln - Plan
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Last modified
2/13/2026 5:02:30 AM
Creation date
2/13/2026 5:00:26 AM
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Plan
Permit Number
101124745
Full Address
922 W Park Ln
Street Number
922
Street Direction
W
Street Name
Park
Street Suffix
Ln
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S1.26 <br />NOTES: <br />1. FOR BALANCE OF NAILING, REFER TO FASTENING <br />SCHEDULE FOR NAILING REQUIREMENTS. <br />2. ALL EXISTING COMPONENTS SHALL BE VERIFIED IN FIELD. <br />3. FOR MORE INFORMATION SEE WALL ELEVATION DETAILS. <br />4. EXISTING HEADER DIMENSIONS SHALL NOT BE SMALLER <br />THAT THE DIMENSIONS SPECIFIED HEADER SCHEDULE (SEE <br />SHEET TYPICAL WALL DETAILS) <br />NOTES: <br />1. FOR BALANCE OF NAILING, REFER TO FASTENING <br />SCHEDULE FOR NAILING REQUIREMENTS. <br />2. ALL EXISTING COMPONENTS SHALL BE VERIFIED IN FIELD. <br />3. FOR MORE INFORMATION SEE WALL ELEVATION DETAILS. <br />4. EXISTING HEADER DIMENSIONS SHALL NOT BE SMALLER <br />THAT THE DIMENSIONS SPECIFIED HEADER SCHEDULE (SEE <br />SHEET TYPICAL WALL DETAILS) <br />(E) SILL PLATE <br />(E)STUDS @16" O.C., UNO <br />(E) (2)16d MIN. FOR 4'' BEAM <br />DEPTH AT INT. WALL (ADD <br />(2)16d FOR EA. 2"OF <br />ADDITIONAL HEADER DEPTH) <br />(E) SIMPSON A34 AT EXT. WALL <br />(E) SIMPSON A34 AT TOP AND <br />BOT OF FULL HEIGHT STUDS AT <br />EA. END OF THE HEADER <br />(E) JACK STUDS <br />(E) STRAP <br />(E) HEADER <br />W/ NOMINAL DEPTH <br />(E) ANCHOR ROD <br />(N) STUDS. SIZE AND SPACING <br />TO BE MATCH WITH (E)STUDS <br />(E) FULL HEIGHT <br />STUDS AT EXT. WALL <br />(E) STRAPS <br />(E) NAILING @8" (MAX.) <br />(E) HOLD DOWN <br />MIN. ONE ANCHOR <br />AT EA. END <br />(N) 2xUC4A OR <br />HIGHER SILL PLATE <br />(PRESSURE TREATED) <br />4' MAX. UNO <br />4 1/2" MIN. 12" MAX. TYP. AT ALL <br />DISCONTINUOUS SILL PLATES* <br />(E) (2)2x TOP PLATES <br />(E) FLOOR/ ROOF <br />SYSTEM <br />(E) UPPER FLOOR <br />WHERE EXISTIS <br />(E) <br />FOUNDATION <br />1 DOOR TO BE FILLED W <br />SCALE:NTS. <br />SIMPSON A34 <br />(E) SILL PLATE <br />(E) STUDS @16" O.C., UNO <br />(E) (2)16d MIN. FOR 4'' BEAM <br />DEPTH AT INT. WALL (ADD <br />(2)16d FOR EA. 2"OF <br />ADDITIONAL HEADER DEPTH) <br />(E) SIMPSON A34 AT EXT. WALL <br />(E) SIMPSON A34 AT TOP AND <br />BOT OF FULL HEIGHT STUDS AT <br />EA. END OF THE HEADER <br />(E) JACK STUDS <br />(E) STRAP <br />(E) HEADER <br />W/ NOMINAL DEPTH <br />(E) ANCHOR ROD <br />(N)STUDS. SIZE AND SPACING <br />TO BE MATCH WITH (E)STUDS <br />(E) FULL HEIGHT <br />STUDS AT EXT. WALL <br />(E) STRAPS <br />(E) NAILING @8" (MAX.) <br />(E) HOLD DOWN <br />MIN. ONE ANCHOR <br />AT EA. END <br />4' MAX. UNO <br />4 1/2" MIN. 12" MAX. TYP. AT ALL <br />DISCONTINUOUS SILL PLATES* <br />(E) (2)2x TOP PLATES <br />(E) FLOOR/ ROOF <br />SYSTEM <br />(E) UPPER FLOOR <br />WHERE EXISTIS <br />(E) <br />FOUNDATION <br />2 WINDOW TO BE FILLED W <br />SCALE:NTS. <br />SIMPSON A34 <br />(E) 2x WINDOW SILL WHERE <br />OCCURS (2)2x SILL AT <br />OPNG. (WIDER THAN 4'-0") <br />(N) 3xTOP PLATE <br />(N) 20d @6" O.C. <br />(E) (2)10d TOE NAILS <br />(N)BC POST BASE UNO PER PLAN <br />(N)A34 EACH SIDES <br />(TYP.) <br />(N)MSTC66 STRAP EACH <br />SIDE OF (N) POST <br />(N)BEAM PER PLAN <br /> WHERE OCCURS <br />(N)POST PER PLAN <br />WHERE OCCURS <br />(N)POST PER PLAN <br />WHERE OCCURS <br />(N)A34 EACH SIDES <br />(TYP.) <br />(N)BEAM PER PLAN <br /> WHERE OCCURS <br />(N)POST PER PLAN <br />WHERE OCCURS <br />(N)POST PER PLAN WHERE OCCURS <br />(N)POST PER PLAN WHERE OCCURS <br />(N)A34 EACH SIDES (TYP.) <br />SIMPSON BC <br />SIMPSON BC <br />(N)A34 EACH SIDES <br />(TYP.) <br />(N)A34 EACH SIDES <br />(TYP.) <br />(N)4-8d COMMON TOENAIL <br />AT EACH (N) STUD <br />(N)4-8d COMMON TOENAIL <br />AT EACH (N) STUD <br />(N)BC POST BASE UNO PER PLAN <br />(N)4-8d COMMON TOENAIL <br />AT EACH (N) STUD <br />(N)4-8d COMMON TOENAIL <br />AT EACH (N) STUD <br />(N)CONT. CMSTC16 STRAP EACH SIDE OF (N) POST <br />(N)HDU PER PLAN <br />WHERE OCCURS <br />(N)HDU PER PLAN <br />WHERE OCCURS <br />48" TYP. <br />2xBLK'G TYP. <br />4 1 <br />2" SQ. TO 9" SQ. <br />BLK'G AND E.N. <br />REQ'D <br />4 1 <br />2" SQ. NO. BLK'G <br />AND E.N. REQ'D <br />48" TYP. <br />SHEARWALL PENETRATIONS <br />NOTE: <br />1. HOLES UP TO 4 1 <br />2" SQ. TO NOT RECUIRE BLK'G & E.N. <br />2.HOLES FROM 4 1 <br />2" SQ. TO 9" SQ. RECUIRE BLK'G & E.N. <br />3.HOLES LARGER THAN 9" SQ. ARE NOT ALLOWED. <br />4.HOLES SIZE INCLUDES THE LENGHT OF THE OVERCUT. <br />5.MAX ACCUMULATED LENGHT OF OPENINGS SHALL NOT EXCEED 20 PERCENT <br />OF THE WALL LENGTH. <br />6.RECOMMEND CIRCULAR BORED HOLES OR RADIUS CORNER CUTS (TO REDIUS <br />STRESS CONCENTRATIONS). <br />W <br />SCALE:NTS. <br />16 <br />" <br />45 <br />° <br />16 <br />" <br />3 <br />4 FLAT SLEEPER DETAIL <br />SIMPSON A35 <br />ROOF SHEATHING <br />A35 CLIP @EACH JOIST <br />3-16d @EACH RAFTER <br />FLAT SLEEPER PER PLAN <br />2X BLK'G@16" O.C. <br />ROOF RAFTER PER PLAN <br />ROOF SHT'G PER PLAN <br />(2)A35 CLIP @ EACH JOIST <br />3 FOR EACH FLAT SLEEPER <br />@EACH RAFTER <br />DOUBLE FLAT SLEEPER <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />ROOF SHT'G PER PLAN <br />ROOF RAFTER <br />ROOF SHEATHING <br />ROOF RAFTER 2X BLK'G@16" O.C. <br />B.N. <br />B.N. <br />W <br />SCALE:NTS. <br />6 <br />E.N <br />ROOF RAFTER <br />PER PLAN <br />ROOF SHEATING <br />PER PLAN <br />B.N. <br /> CEILING JOIST PER PLAN <br />E.N <br />SHEAR WALL <br />PER PLANSTUD WALL PER PLAN <br />UNO. PER SHEAR WALL <br />SCHED. <br />SILL PLATE PER SHEAR <br />WALL SCHED.2x BLK'G <br />E.N <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL <br />SCHED. <br /> SHEAR WALL <br />PER PLAN <br />A35 PER SHEAR <br />WALL SCHED. <br />DBL. 2x TOP PLATE <br />DBL. 2x TOP PLATE <br />2x BLK'G <br />A35 PER SHEAR <br />WALL SCHED. <br />E.N <br /> CEILING JOIST PER PLAN <br />E.N <br />SHEAR WALL <br />PER PLANSTUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SILL PLATE PER SHEAR <br />WALL SCHED.2x BLK'G <br />E.N <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHEAR WALL <br />PER PLAN <br />A35 PER SHEAR <br />WALL SCHED. <br />DBL. 2x TOP PLATE <br />DBL. 2x TOP PLATE <br />2x BLK'G @ 48" O.C. <br />2 BAYS (TYP.) <br />ROOF RAFTER PER PLANROOF SHEATHING PER PLAN B.N. <br />STRAP PER PLAN <br />INTERIOR SHEAR WALL ( ROOF PERPENDICULAR TO WALL) <br />A35 PER SHEAR <br />WALL SCHED. <br />INTERIOR SHEAR WALL ( ROOF PARALLEL TO WALL) <br />DOUBLE JOIST 2x BLOCKING(2 BAYS) <br />@ 48" O.C. W/ (3)16d EACH END <br />ROOF RAFTER <br />PER PLAN <br />SIMPSON A35 @ 16"O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />CEILING JOIST <br />PER PLAN <br />ROOF SHEATHING <br />PER PLAN <br />2x CANTILEVERED <br />JOIST PERPENDICULAR <br />TO ROOF RAFTER @ <br />16"O.C. W/ (3)-40d NAILING <br />2x SOLID BLOCKING <br />W/ SIMPSON A35 @ 16" O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />E.N <br />B.N <br />LESSER OF <br />("L" OR 2'-0")L" <br />2x BLK'G @48" O.C. <br />(2 BAYS) <br />4x BLK'G <br />DBL. 2x TOP PLATE <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHEAR WALL <br />PER PLAN <br />2x RIM <br />2x LEDGER <br />W/(2) SDWS22400DB EA. STUD <br />E.N <br />16d @ 4" O.C. <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br /> SHEAR WALL AT GABLE (OPTION 1) <br /> SHEAR WALL AT GABLE (OPTION 2) <br />C <br />SCALE:NTS. <br />SIMPSON A34 <br />W/SCREW <br />DOUBLE JOIST <br />2x BLOCKING <br />(2 BAYS) @ <br />48" O.C. W/ <br />(3)16d EACH END <br />ROOF RAFTER <br />PER PLAN <br />SIMPSON A35 @ 16"O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />ROOF SHEATHING <br />PER PLAN <br />2x CANTILEVERED <br />JOIST PERPENDICULAR <br />TO ROOF RAFTER @ <br />16"O.C. W/ (3)-40d NAILING <br />2x SOLID BLOCKING <br />W/ SIMPSON A35 @ 16" O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />E.N <br />B.N <br />LESSER OF <br />("L" OR 2'-0")L" <br />DBL. 2x TOP PLATE <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHEAR WALL PER PLAN <br />2x RIM <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />CEILING JOIST <br />PER PLAN <br />2x 4 @ 48" O.C. <br />(3)10d NAILS <br />SHEAR WALL AT ATTIC <br />E.N <br />E.N <br />SILL PLATE PER SHEAR <br />WALL SCHED. <br />DBL. 2x TOP PLATE <br />A35 PER SHEAR <br />WALL SCHED. <br />2x BLK'G @48" O.C. <br />(2 BAYS) <br />STUD WALL PER PLAN <br />UNO. PER SHEAR <br />WALL SCHED. <br />A34 W/SCREW <br />PLYWD. JOINT W/ 1/2" GAP <br />SCALE:NTS. <br />5 W <br />(E)2x4 STUD <br />(TYP.) <br />(N)2x6 STUD <br />(TYP.) <br />16d @12" O.C. TO SISTER <br />(E) STUD TO (N) STUD <br />(N)2xBLK'G @ 4FT <br />2xSTUD EXTENSION SISTER CONNECTION <br />(N)DBL.2x TOP PLATE <br />ELEVATION AS PER ARCH.DWG. <br />PROJECT <br />CLIENT <br />0'2'4'8'16' <br />SHEET TITLE <br />922 W PARK LN, <br />SANTA ANA, CA 92706 <br />KAWEHI HOLOMALIA, <br />KEKANI112299@YAHOO.COM <br />FOR FIELD VERIFICATION AND <br />CITY PERMIT ONLY <br />SAZAN INC. <br />77 Waldorf, Irvine, CA 92612 <br />S1.26 <br />TYPICAL WOOD DETAILS <br />07/07/2025 <br />EXP. 06-30-2026
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