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Last modified
2/13/2026 5:02:30 AM
Creation date
2/13/2026 5:00:26 AM
Metadata
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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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SCALE:NTS. <br />C1 <br />4" <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N) FLOOR SHEATHING <br />PER PLAN <br />(N) 2x P.T. BLOCKING <br />W/16d@4" O.C. <br />(N)FLOOR JOIST <br />PER PLAN <br />3" <br />(E) FRAMING <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />(N)RAISED FLOOR FRAMING AT (E) FOUNDATION <br />(E) FOOTING <br />(E) SILL PLATE <br />(N) A35@16" O.C. <br />(N) B.N.(E) FLOOR SHEATHING <br />SIMPSON A35 <br />(E) 6" V.I.F <br />12" V.I.F <br />(E <br />) <br /> <br />6 <br />" <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />NOTE: ALL ELEVATION, DIMENSION AND LAYOUT OF <br />THE EXISTING FRAMING SHALL BE VERIFIED IN FIELD <br />BY CONTRACTOR AND OWNER, AND DOCUMENTS ARE <br />PROVIDED TO EOR AND ARCHITECT FOR REVIEW AND <br />APPROVAL. ANY CONSTRUCTION SHALL NOT <br />APPROVED WITHOUT EOR'S WRITTEN APPROVAL. <br />(N)4x10 UC4A P.T. LEDGER W/ 5 <br />8" Ø ANCHOR @12" <br />O.C. STAGGERED <br />EMBEDDED 4" INTO THE (E)STEM WALL <br />USING EPOXY ANCHOR SEE POST INSTALLED <br />ANCHOR NOTES ON SHEET S0.02 <br />(E) J-BOLT <br />2 C <br />SCALE:NTS. <br />INTERIOR RAISED FLOOR FOUNDATION <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N) FLOOR SHEATHING <br />PER PLAN <br />(N) FLOOR JOISTS <br />(P.T.) PER PLAN <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />(N) 2xBLK'G (P.T.) <br />@48" O.C. (2-BAYS) <br />(N) B.N. <br />(N) FLOOR SHEATHING <br />PER PLAN <br />(N) SHEAR WALL <br />PER PLAN <br />6" <br />12" MIN. <br />8" <br />(N) E.N. <br />(N)(2)#5 <br />(N)(3)#4 <br />3" CL <br />R <br />3" CLR <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N)A35@32" O.C. <br />U.N.O. <br />(N) FLOOR JOISTS <br />PER PLAN (P.T.) <br />(N) SILL PLATE <br />W/16d@6" O.C. <br />(N)STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />(N)2xUC4A P.T. SILL PLATE <br />W/ 5 <br />8" A.B. @32" O.C. U.N.O. <br />IN SHEAR WALL SCHED. <br />SIMPSON A35 <br />(N)#4@36" TYP. <br />(SEE DETAILS <br />A&B-1/S1.01 FOR TWO <br />ADDITIONAL BARS) <br />SCALE:NTS. <br />C4PAD FOOTING FOR RAISED FLOOR <br />PER PLAN <br />18 <br />" <br /> <br />T <br />Y <br />P <br />. <br />(N)(3)#4 <br />(N)SIMPSON CBSQ <br />(N)UC4A 4X4 <br />POST PT. <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />18 <br />" <br />MI <br />N <br />. <br />1 <br />12 <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <br />(N)4x4 <br />(N)A34 EACH <br />SIDE <br />(N)6x BLK'G <br />(E)SHEATHING <br />(E)FLOOR <br />JOIST <br />(N) A34 EACH SIDE <br />(N) 6x BLK'G <br />(E)FJ <br />(E)FJ <br />(N) 4x4 <br />A <br />SECTION A <br />SIMPSON A34SIMPSON CBSQ <br />COLUMN BASE <br />SCALE:NTS. <br />C6(N) HOLD DOWN IN (E) RAISED FLOOR FOUNDATION <br />SCALE:NTS. <br />5 C(N) RAISED FLOOR FRAMING AT (E) GARAGE FOUNDATION <br />(E)SOG <br />(E)12" (V.I.F.) <br />(E)FOUNDATION (E <br />) <br />1 <br />2 <br />" <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />(N)FLOOR SHEATHING <br />PER PLAN <br />(N)B.N. <br />(N)2x6 LEDGER <br />W/(2)SDWS22500DB@ EA. STUD <br />(N)4x BLK'G <br />(E)2x SILL PLATE (V.I.F.) <br />18 <br />" <br /> <br />M <br />I <br />N <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />(E <br />) <br />(N)FLOOR JOISTS <br />PER PLAN <br />(E)STUD WALL <br />VARIES - <br />SEE ARCH. DWG. <br />(N)2xBLK'G <br />@48" O.C.(2-BAYS) <br />(N)SHEAR WALL <br />PER PLAN <br />NOTE: ALL ELEVATION, DIMENSION AND LAYOUT OF <br />THE EXISTING FRAMING SHALL BE VERIFIED IN FIELD <br />BY CONTRACTOR AND OWNER, AND DOCUMENTS ARE <br />PROVIDED TO EOR AND ARCHITECT FOR REVIEW AND <br />APPROVAL. ANY CONSTRUCTION SHALL NOT <br />APPROVED WITHOUT EOR'S WRITTEN APPROVAL. <br />PORCH FRAMING TO RAISED FLOOR CONNECTION <br />SIMPSON A35 <br />SIMPSON LU26 <br />C <br />SCALE:NTS. <br />9 <br />SIMPSON A35 <br />SIMPSON LU26 <br />PORCH FRAMING TO RAISED FLOOR CONNECTION C <br />SCALE:NTS. <br />10 <br />(N)(2)#5 <br />(N)(3)#4 <br />18 <br />" <br />MI <br />N <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N)#4@36" <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />NOTE: <br />ALL DECK WOOD MEMBERS (I.E. PLYWOOD, <br />LUMBER, TIMBER, NAILERS. ETC.) SHALL <br />BE PRESSURE TREATED (UC4A). <br />(N)DECKING <br />PER ARCH. <br />(N) UC4A JOIST <br />PER PLAN <br />(N)FLOOR SHEATHING <br />PER PLAN <br />(N)STUD WALL <br />PER PLAN UNO PER <br />SHEAR WALL SCHED. <br />(N) FLOOR JOIST <br />PER PLAN <br />(N) A35 @32" O.C. <br />(N) 3x LEDGER W/(2) <br />SDWS22500DB @ 12" O.C. <br />STAGG. <br /> (UCA4 P.T.) <br />(N)SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />(N)SHEAR WALL PER PLAN <br />(N)E.N. <br />PER SHEAR WALL SCHEDULE <br />(N) LU26 HANGER <br />(N)2x RIM <br />(N)2x UC4A OR <br />HIGER SILL PLATE <br />NOTE: <br />ALL DECK WOOD MEMBERS (I.E. PLYWOOD, <br />LUMBER, TIMBER, NAILERS. ETC.) SHALL BE <br />PRESSURE TREATED (UC4A). <br />WIDTH <br />PER PLAN <br />(N)5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <br />(N)DECKING <br />PER ARCH. <br />(N)JOISTS <br />PER PLAN <br />UC4Z <br />(N)FLOOR SHEATHING <br />PER PLAN <br />(N)STUD WALL <br />PER PLAN UNO PER <br />SHEAR WALL SCHED.(N)FLOOR JOIST <br />PER PLAN <br />(N) A35 @32" O.C. <br />(N) 3x LEDGER W/(2) <br />SDWS22500DB @ 12" O.C. <br />STAGG. <br />(UCA4 P.T.) <br />(N)SILL PLATE <br />PER SHEAR <br />WALL SCHED. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />(N)SHEAR WALL PER PLAN <br />(N) 2x BLK'G UCA4 <br />@48" O.C. 2 BAY MIN. <br />(N)E.N. <br />PER SHEAR WALL SCHEDULE <br />(N) HANGER PER PLAN <br />(N)2x RIM <br />(N)(2)#5 <br />(N)(3)#4 <br />18" <br />MI <br />N <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />(N)#4@36" <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />(N)2x UC4A OR <br />HIGER SILL PLATE <br />WIDTH <br />PER PLAN <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <br />(N)5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />SCALE:NTS. <br />C <br />SCALE:NTS. <br />8 RAILING CONNECTION (BASED ON ICC-ESR 3485) <br />(JOISTS PARALLEL TO FRAMING) <br />SECTION A <br />3 4" <br />3 <br />4"2.5" <br />2. <br />5 <br />" <br />SIMPSON HTT <br />WELDING AS PER <br /> GUARDRAIL FABRICATOR <br />(N) JOIST <br /> PER PLAN <br />UC4A <br />(N) 6xRIM <br />(N)FINISH DECK <br />PER ARCH. DWG. <br />(N)3x BLK'G @32" O.C. <br />2-BAYS <br />2 <br />1 2"M <br />I <br />N <br />. <br /> <br />A <br />N <br />D <br /> <br />5 <br />" <br /> <br />M <br />A <br />X <br />. <br />2" <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />A <br />(N)(4) 3 <br />4" Φ x7" <br />LAG SCREWS <br />(N)B.N. <br />(N)2-SDWS22400 DB. <br />@8" O.C. <br />(N)4"x4"x0.5" <br />BASE PLATE <br />(N)HTT4 W/18-0.148x1 1 <br />2" <br />@32" O.C. TOP & BOT. <br />(N)(2)#5 <br />(N)(3)#4 <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> D <br />W <br />G <br />. <br />24 <br />" <br />MI <br />N <br />. <br />WIDTH <br />PER PLAN <br />(N)#4@36" <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />NOTE: <br />ALL DECK WOOD MEMBERS (I.E. PLYWOOD, <br />LUMBER, TIMBER, NAILERS. ETC.) SHALL <br />BE PRESSURE TREATED (UC4A). <br />(N)GUARDRAIL POST PER ARCH. <br /> DWG. MAX.@4'-0" O.C. <br />(N)5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />WIDTH PER PLAN <br />(E) SOG <br />(N)#5@12" O.C. <br />E.W. <br />UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL <br />(N)EPOXY- SEE (POST-INSTALLED <br />ANCHORS/DOWELS NOTES/ S0.02) <br />(SPECIAL INSPECTION REQUIRED) <br />TYP. <br />STANDARD 90˚ HOOK <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />W/23" CLR. <br />(E) FOUNDATION <br />3" <br />(N)#5 <br />(N)DRILL HOLE & FILL <br />W/ GROUT AFTER ROD <br />INSTALLED. <br />(N)HARDY FRAME <br />PER PLAN <br />8" MIN. <br />4" <br />(N)#4@12" O.C. <br />6" <br />MI <br />N <br />. <br />(N)2#5 <br />(N)#4 <br />STIRRUPS SEE <br />10/HFX.01 <br />C7(N)HARDY PANEL WALL ABOVE (E) GARAGE CURB FOOTING <br />(E)CURB PER <br />ARCH.DWG. <br />4" <br /> <br />M <br />I <br />N <br />. <br />SCALE:NTS. <br />NOTE: <br />FOR MORE INFO. SEE SHEET HFX.01. <br />(N) POST <br />PER PLAN <br />(N)2xSILL PLATE <br />SCALE:NTS. <br />C3STRINGER TOP & BOT. CONNECTION DETAIL <br />SIMPSON THASIMPSON LTS <br />(N)SIMPSON A35 <br />@EA. STRINGER <br />(N)2x P.T . <br />W/ (2)0.144"ø POWER DRIVEN <br />SHOT PINS @ 12" O.C. <br />(ICC ES ESR-2138 AND <br />ESR-2811) <br />8" <br />M <br />I <br />N <br />. <br />(N)MATERIAL AND STEP AS <br />PER ARCH. DWG. <br />16" <br />18 <br />" <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <br />(N)SIMPSON HANGER THAI222 FOR SINGLE 2x <br />STRINGER THA222-2 FOR DBL. 2x STRINGER <br />(BEND T.O. HANGER OVER BEAM AS REQD.) <br />PROVIDE SHIM AS REQD. NOTCH BEAM TO <br />MAKE FLAT SEAT FOR HANGER <br />(MAX. NOTCH= 2 1/2") <br />(N)SIMPSON LTS12 W/(5)16d AT EA. END <br />ON EA. STRINGER ATTACHED BEAM OR <br />FLOOR JOIST WHERE ALIGNED <br />(N)UC4A JOIST PER PLAN <br />(N)WOOD BEAM <br />PER PLAN P.T. <br />(N)DECK MATERIAL AS PER ARCH. DWG. <br />FLOOR <br />(N)HANGER PER PLAN <br />(N)STRINGER <br />PER PLAN P.T. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />(N)(2)#4 <br />NOTE: <br />ALL WOOD MEMBERS (I.E. PLYWOOD, LUMBER, TIMBER, <br />NAILERS. ETC.) SHALL BE PRESSURE TREATED (UC4A). <br />SCALE:NTS. <br />C <br />SCALE:NTS. <br />11 RAILING CONNECTION (BASED ON ICC-ESR 3485) <br />(JOIST PERPENDICULAR TO FRAMING) <br />SECTION A <br />SIMPSON LUS <br />HANGER <br />3 4" <br />3 <br />4"2.5" <br />2. <br />5 <br />" <br />SIMPSON HTT <br />NOTE: <br />ALL DECK WOOD MEMBERS (I.E. PLYWOOD, <br />LUMBER, TIMBER, NAILERS. ETC.) SHALL <br />BE PRESSURE TREATED (UC4A). <br />WELDING AS PER <br /> GUARDRAIL FABRICATOR <br />(N)(2)#5 <br />(N)(3)#4 <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> D <br />W <br />G <br />. <br />24 <br />" <br />MI <br />N <br />. <br />WIDTH <br />PER PLAN <br />(N)#4@36" <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />T <br />Y <br />P <br />. <br />3" CLR. TYP. <br />A <br />(N)GUARDRAIL <br />POST PER <br />ARCH. <br />DWG. MAX. <br />@4'-0" O.C. <br />(N)6xRIM <br />(N)HANGER <br />PER PLAN <br />(N)B.N. <br />(N)JOISTS <br />PER PLAN <br />UC4Z <br />2 <br />1 2"M <br />I <br />N <br />. <br /> <br />A <br />N <br />D <br /> <br />5 <br />" <br /> <br />M <br />A <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br /> MIN. (2)1/2" DIAMETER <br />THROUGH BOLTS AND <br />WASHERS <br />RECESS IF REQUIRED <br />FOR FINISHING <br /> (N)2xBLK'G <br />W/2-SDWS22400 DB. @8" O.C. <br />(N)4"x4"x0.5" BASE PLATE <br />(N)HTT4 W/18-0.148x1 1 <br />2" <br />@32" O.C. TOP & BOT. <br />(N)FINISH DECK <br />PER ARCH. DWG. <br /> (N)(4) 3/4" Φ x7" <br />LAG SCREWS <br />(N)5/8" DIA. @ 48" W/ <br /> 7" MIN. EMBED. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />12 C <br />SCALE:NTS. <br /> (E)CEILING JOIST <br />(N)ROOF RAFTER PER PLAN <br />(N)BEAM PER PLAN <br />BEAM SUPPORTING (E) & (N) CEILING JOIST CONNECTION <br />(N)ROOF SHEATHING PER PLAN <br />(N)LUS HANGER <br />PER FIELD CONDITION <br />(N)CEILING JOIST <br />PER PLAN <br />SIMPSON HANGER <br />(N)B.N. <br />(N)2xSILL PLATE <br />W/16d@6" O.C. <br />(N)LUS HANGER <br />PER PLAN <br />(N)4xBLK'G <br />(N)2x6 CRIPPLE WALL <br />AS REQ'D <br />(N)DBL. 2xTOP PLATE (E)ROOF RAFTERS <br />(E)ROOF SHEATHING <br />(N)16d TOE NAIL <br />@8" O.C. <br />(N)H2.5 INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />NOTE: ALL ELEVATION AND SLOPE AS PER ARCH. DWG. <br />(N)MSTA49@32" O.C. <br />(N)2x4 BRACE @ <br />24" O.C. <br />SIMPSON A34 <br />(N)A34@EACH BRACE <br />(N)2xFLAT <br />SLEEPER <br />W/16d@6" O.C. <br />(N)3-16d@ <br />EACH END <br />(N)E.N. PER SHEAR WALL SCHEDULE. <br />(N)HDU2 TO HDU5 <br />PER PLAN <br />(N)SIMPSON <br />CNW COUPLER <br />(E)FLOOR SHEATHING <br />(E)B.N. <br />(E)12" (V.I.F.) <br />UNDISTURBED <br />NATURAL SOILS OR <br />ENGINEERED FILL <br />(E)2x RIM JOIST <br />(N)2x BLK'G <br />(E <br />) <br /> <br />6" <br />(V <br />. <br />I <br />. <br />F <br />. <br />) <br />(E)2x UC4A OR HIGHER <br />SILL PLATE P.T.(V.I.F.) <br />(E) 6" CON. <br />STEM WALL <br />(V.I.F.) <br />(N)SET3G SIMPSON-EPOXY- SEE POST <br />INSTALLED ANCHOR NOTES - SHEET S0.02 <br />(SPECIAL INSPECTION REQUIRED.TYP.) <br />18 <br />" <br /> <br />M <br />I <br />N <br />(N)A35@16" O.C. <br />UNO IN SHEAR <br />WALL SCHEDULE <br />(E)FLOOR JOIST <br />(N)SHEAR WALL PER PLAN <br />(E <br />) <br />1 <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />(N)POST PER PLAN <br />(E)2x SILL PLATE (V.I.F.) <br />(N)2x BLK'G FOR SW2 OR HIGHER <br />W/2-16d <br />(N)NAIL/SCREW PER SEHAR WALL SCHED. <br />(N)5/8" EPOXY TREATED ROD @32" O.C. <br />W/7" MIN EMBEDMENT UNO PER SHEAR <br />WALL SCHEDULE <br />7" <br />MI <br />N <br />. <br />(N)END THREADED #5, GR 40, STEEL <br />BAR <br />(E) FOUNDATION <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br />DW <br />G <br />. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />S <br />W <br />G <br />. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />S <br />W <br />G <br />. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />S <br />W <br />G <br />. <br />1" RECESS <br />(N)3x6UC4A SILL PLATE <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />S <br />W <br />G <br />. <br />1" RECESS <br />(N)2xBLK'G <br />(N)2-16d@ <br />EACH JOIST <br />(N)7-16d@EACH (E) <br />RAFTER TO (N) CEILING <br />(E) ROOF RAFTERS SHALL BE <br />SEATED ON THE (N) CRIPPLE <br />WALL AND CONNECTED WITH <br />3-10d TOENAIL TO (N) TOP <br />PLATE <br />SEE 4/HFX.01 <br />(N)3x6 UC4A SILL PLATE <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <br />UNDISTURBED <br />NATURAL SOILS <br />OR ENGINEERED <br />FILL <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 />S4.01 <br />SPECIFIC DETAILS <br />07/07/2025 <br />EXP. 06-30-2026
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