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A' 12" MIN. <br />m <br />1 <br />1 /2" x 16 GA. <br />STRAP <br />NOTE: 1. <br />STRAP NOT REQUIRED FOR <br />SILL PLATE. <br />2. <br />PREDRILL CORNERS OF NOTCHES. <br />3. <br />HOLES SHALL BE DRILLED. <br />4. <br />WHERE NOTCH IS GREATER <br />THAN NOTED, <br />PROVIDE ANCH. <br />BOLT EA. SIDE OF NOTCH. <br />**5. <br />THE GALVANIZED METAL TIE <br />MUST EXTEND <br />A MINIMUM 6" <br />PASTING THE OPENING. <br />SIZE OF <br />PLATE <br />WIDTH OF <br />NOTCHING <br />'A' <br />DEPTH OF <br />NOTCHING <br />'B' <br />EDGE DIST. <br />FOR HOLE <br />'C' <br />MAX. SIZE <br />OF HOLE <br />NO. OF 16d 'k <br />COMMON NAILS <br />FOR STRAP <br />2x4 <br />3 1/2" <br />1 1/2" <br />1 1/2" <br />1 1/4"0 <br />8 <br />2x6 <br />1 5 1/2" <br />1 2" <br />1 2" <br />1 2"0 <br />1 8 <br />2x8 <br />1 5 1/2" <br />1 2" <br />1 2" <br />1 3"0 <br />1 11 <br />*NO. OF 16d COMMON NAILS <br />EA. SIDE OF NOTCH TO EA. PLATE <br />BORING NOTCHING DETAIL 9 <br />DBL. TOP SILL PLATES <br />0 SCALE <br />D/6 MAX. 2" MIN. <br />0 <br />0 0 <br />W <br />0 <br />c� 2" MIN. <br />NOTCHES ARE <br />NOT PERMITTED <br />m �r <br />0 0 0 <br />co <br />1/3 SPAN 1/3 SPAN 1/3 SPAN <br />E-- <br />JOIST SPAN BTWN. CTR. OF BEARING WALLS <br />BEAM. JOIST & RAFTER <br />z <br />a7" 7" 8"1 7" <br />w MIN. MAX. MIN. <br />LO <br />o o o 1 <br />Ld <br />LEDGER <br />NOTES <br />1. CUT & NOTCHES IN BEAM - NOT PERMITTED. <br />0 2. HOLES SHALL BE DRILLED (MAX. HOLE SIZE - D/3). <br />3. CUTS, NOTCHES & HOLES IN ENGINEERED WOOD PRODUCTS <br />E­ ARE PERMITTED ONLY BY THE MANUFACTURER'S SPEC. <br />0 <br />BORING NOTCHING DETAIL <br />10 <br />a TSAWN: BEAM JOIST LEDGER <br />NO SCALE <br />1-THRU STUD <br />SIMP. A35 @ OPENING GREATER <br />THAN 5'-0" 2x SOLID BLKG @ - <br />-8d TOE 8'-0" O.C. MAX. & <br />@ ALL CLG. LINES / <br />4-8d TOE 'D' SEE SCH. <br />ADD 1-THRU <br />STUD FOR <br />OPENINGS <br />GREATER THAN <br />5'-0" <br />OPENING WIDTH <br />2-16d <br />2x SILL <br />SIMP. A35 TOP & BOT. <br />(EA. SIDE OF OPENING) <br />OPENING GREATER THAN <br />5'-0" I I <br />9 , <br />-5/8"OX12" A.B. <br />� <br />@ 4'- 0 O.C. (U.N.0.) <br />ADDITIONAL 2x TRIMMER - <br />WHERE 'D' IS 10'-0" <br />OR LARGER <br />'D' IS NOMINAL EXCEPT WHERE <br />NOTED. MAKE HEADER FULL <br />WIDTH OF STUDS (ONE PIECE) <br />AND DEPTH AS NOTED. <br />'D' IS BASED ON ROOF & <br />CEILING LOADS ONLY <br />BEARING <br />WALLS ROOF <br />OPENING <br />WIDTH <br />'D' <br />UP TO <br />2'- 11 " <br />4" <br />3'-1" TO <br />4'-0" <br />6" <br />4'-1" TO <br />6'-0" <br />8" <br />4-16d EA. <br />END TYP. <br />4-8d TOE <br />TOTAL <br />/ 2-1Od <br />SIMP. A35 @ OPENINGS <br />WHERE SILL PLT. IS CUT BY <br />HOLE LARGER THAN 1 /2 PLT. <br />WIDTH PROVIDE A.B. SIDE <br />OF HOLE <br />NON -BEARING <br />WALLS <br />OPENING <br />WIDTH <br />'D' <br />UP TO <br />3'-0" <br />4" <br />3'-1" TO <br />6'-0" <br />6" <br />6'-1" TO <br />8'-0" <br />8" <br />8'-1" TO <br />10'-0" <br />10" <br />BEARING WALLS FLOOR <br />OPENING <br />WIDTH <br />'D' <br />UP TO <br />2'-11" <br />6" <br />3'-1" TO <br />4'-0" <br />1 8" <br />P-1"TO <br />6'-0" <br />10" <br />WOOD STUD WALL OPENING <br />BEND DIAMETER SCHEDULE <br />0 = BAR DIAMETER 0 - ,, <br />D = FINISHED INSIDE BEND DIA. 6� IT <br />D = 60 FOR #3 THRU. #8 T40. <br />D = 80 FOR #9 THRU #11 d <br />D = 100 FOR #14 & #18 BEAM STIRRUPS <br />z <br />N <br />0 OR 2 1 /2" MIN. OR <br />CO n <br />40 OR <br />2 1/2- <br />MIN. SUPPLEMENTARY CROSSTIES <br />300 IN CONC. ALTERNATE 90' & 135° ENDS <br />ON CONSECUTIVE CROSSITIES <br />480 IN CMU <br />6� NIT <br />SPLICE <br />7+1 <br />#9 THRU #11 BARS WELDED <br />FOR CLASS 'B' SPLICE 0 <br />BEAM & COLUMN TIES <br />SPLICES FOR SUCCESSIVE TIES TO <br />BE PLACED @ ALTERNATE CORNERS <br />REINFORCING BARS 5 <br />BENDS AND LAPS <br />0 SCALE <br />(1) #5 <br />MIN. <br />240 IN CONC. <br />360 IN CMU <br />�� <br />d A <br />(1) #5� <br />MIN. <br />ONE LAYER OF REINFORCING <br />240 IN CONC. <br />360 IN CMU <br />A <br />4 <br />° d <br />t <br />d <br />a. . <br />(2) #5 ° (2) #5 ° <br />MIN. MIN. <br />TWO LAYERS OF REINFORCING <br />REINFORCING BARS AT <br />FOOTING AND WALL CORNER <br />NO SCALE <br />WIDTH, <br />� <br />40% D MAX. <br />aT <br />5/8" MIN. <br />;H IN STU <br />ED HOLE <br />WIDTH, D <br />3x BLKG. <br />PLYWD. SF <br />EDGE NAI <br />2 ROWS <br />EDGE NA <br />3x STUD <br />PANEL E <br />3x BOT <br />PLATE <br />3x BLK( <br />(U.N.O.) <br />CONT. DE <br />TOP PLAT <br />2 ROWS <br />EDGE NAI <br />3x BLKG <br />PLYWD. <br />3x BOT. <br />PLATE <br />FLR. JS' <br />PER PL) <br />3x PRESS. <br />SIIL PLATE <br />PER PANEL <br />3' <br />SHEAR PANEL SCHEDULE <br />PANEL <br />FLOOR PLATE FASTENERS <br />FASTENERS @ TOP PLATE <br />ANCHOR BOLTS <br />ALLOWABLE <br />ALLOWABLE <br />SHEA fi <br />1 /2" STRUCT. 1 PLYWD./OSB <br />SIMP. SDS 1/4" 0 x 6" OR <br />TO RIM JOIST/BLOCKING <br />@ SILL PLATE <br />SHEAR <br />SHEAR <br />PANEL <br />W/ 10d COMMON NAILS <br />5/8"0 x 9' LAG SCREWS <br />SIMPSON A35 OR LTP4 <br />5/8"0 OR 3/4"0 ANCHORS <br />[PLF] <br />[PLF] <br />OR 16d <br />NO <br />FACE <br />NAILING @ PANEL <br />EDGE <br />FASTENERS <br />PLATE <br />EXTERIOR <br />INTERIOR <br />FASTENERS <br />SILL PLT. <br />SDPWS-21 <br />SDPWS-21 <br />EDGE <br />FIELD <br />SIZE <br />SPACING <br />TYPE <br />SPACING <br />TYPE <br />SPACING <br />SIZE <br />SPACING <br />MEMBER <br />SIZE <br />SIZE <br />SEISMIC <br />WIND <br />ONE <br />6" <br />12" <br />3x <br />3" <br />2x <br />LTP4 <br />16 <br />A35 <br />17 <br />5 80 <br />32' <br />2x <br />340 <br />475 <br />1 <br />SIDE <br />MIN. <br />16d <br />MIN. <br />FOR 2x <br />MIN. <br />ONE <br />4" <br />12" <br />3x <br />1 4 0 <br />8" <br />3x <br />LTP4 <br />16" <br />A35 <br />16" <br />5/8"� <br />32 <br />3x <br />510 <br />715 <br />SIDE <br />MIN. <br />I SDS <br />MIN. <br />MIN. <br />ONE <br />3" <br />12" <br />3x <br />1 4" 0 <br />6" <br />3x <br />LTP4 <br />8" <br />A35 <br />8" <br />5/8" 0 <br />16It <br />3x <br />665 <br />930 <br />3 <br />SIDE <br />STAGG. <br />MIN. <br />SDS <br />MIN. <br />MIN. <br />ONE <br />2 ' <br />12" <br />3x <br />1 4" 0 <br />4" <br />3x <br />LTP4 <br />8" <br />A35 <br />8" <br />5/8"0 <br />16" <br />3x <br />870 <br />1217 <br />4 <br />SIDE <br />STAGG. <br />MIN. <br />SDS <br />MIN. <br />MIN. <br />TWO <br />4" <br />12" <br />3x <br />1 4" 0 <br />4" <br />3x <br />LTP4 <br />8" <br />A35 <br />8 <br />5 8" 0 <br />16" <br />3x <br />1020 <br />1430 <br />5 <br />SIDES <br />MIN. <br />SDS <br />MIN. <br />2 SIDES <br />MIN. <br />TWO <br />3 <br />12' <br />4x <br />5 8 0 <br />6 <br />3x <br />A35 <br />8 <br />A35 <br />8 <br />3 4 b <br />16 <br />3x <br />1330 <br />1860 <br />6 <br />SIDES <br />STAGG. <br />MIN. <br />LAG <br />MIN. <br />2 SIDES <br />2 SIDES <br />MIN. <br />TWO <br />2' <br />12" <br />4x <br />5 8' -0 <br />4 <br />3x <br />A35 <br />8 <br />A35 <br />8 <br />7 8' O <br />16" <br />3x <br />1740 <br />2435 <br />7 <br />SIDES <br />STAGG. <br />MIN. <br />LAG <br />MIN. <br />2 SIDES <br />2 SIDES <br />MIN. <br />KAISLU r LK. r I U. 5LAU r I V. <br />CONTINUOUS CLEAN & ROUGHEN <br />CLEAN OUT SURFACE EXPOSING <br />6" MIN. COARSE AGGREGATE <br />D MAX. <br />SCUT BACK BANK <br />0% D --- <br />MIN. EXIST'G. GRADE <br />oco NONBEARING EXTERIOR Z BEARING <br />w <br />w <br />0 <br />x <br />0 <br />ti <br />NOTCH / BORE <br />% OF STUD <br />2x4 STUD <br />2x6 STUD <br />25% <br />7/8" <br />1 3/8" <br />40% <br />1 3/8" <br />2 1/8" <br />60% <br />1 2" <br />3 1/4" <br />M NOTE: BORING AND NOTCHING SHALL NOT <br />OCCUR IN SAME STUDS. <br />x <br />El <br />0 <br />BORING/NOTCHING DETAIL <br />WALL FRAMING <br />NO SCALE <br />J @ 12" O.0 <br />STAGG. (TYP.) <br />INTERSECTION <br />TYPICAL WALLS AT <br />CORNER <br />3 1 /2" CURB <br />OR STARTER <br />REQUIRED <br />LEVEL BTM. <br />PAD WIDTH <br />1 PLUS 2" <br />NOTE: <br />STAKES NOT PERMITTED <br />WITHIN FTG. SECTION. <br />REMOVE ALL WOOD <br />PROTECT BANK <br />EDGES FROM <br />SLOUGHING <br />(TYP.) <br />LINE OF FINISHED <br />EXCAVATION. FORM <br />IF CAVING OCCURS. <br />EXCAVATION TO BE <br />APPROVED BY SOILS <br />ENGINEER PRIOR TO <br />PLACING CONCRETE <br />a= <br />aW PIPE TRENCHES SHALL BE <br />LOCATED SO THAT FOOTINGS <br />�o WILL NOT BE UNDERMINED <br />W <br />w� _ <br />30 a _ - I� <br />3" MIN -JBE <br />-III III= <br />---- --11=IaO UNEEXCAVATIONL W THISLINE/2 MIN.0 <br />.I. SLEEVE <br />1'-6" 9- <br />MIN. <br />NO PIPE SHALL PASS <br />THROUGH THIS PORTION CONC. FILL SHALL <br />OF FOOTING BE PLACED PRIOR TO <br />POURING FOOTINGS. <br />NO PIPES PERMITTED IN OR THROUGH FOOTING PROPER. <br />CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING PAD AND FULL <br />WIDTH OF PIPE TRENCH. FOOTING SHALL BE STEPPED SO THAT <br />CONCRETE FILL DOES NOT EXCEED 3'-0" ABOVE PIPE INVERT. <br />PIPE AND TRENCH LOCATION A <br />FRAMING U I INTERSECTION U I NO SCALE <br />NO SCALE NO SCALE <br />NOTES: <br />DBL. TOP PLATE <br />1. <br />SEE FRAMING PLANS FOR LOCATION OF SHEAR PANELS <br />TUDS @ 16" O.C. <br />2. <br />ALL PLYWOOD SHEAR PANELS TO BE 1 /2" STRUC. I <br />PLYWOOD WITH MINIMUM 5-PLY. 2 <br />3. <br />FOR HOLDOWN ANCHORS (HD) SEE PLANS & DETAIL SD2 <br />NAILING <br />)WS OF EDGE NAILING <br />4. <br />WALL FRAMING TO BE MIN. 3x MEMBERS AT PANEL EDGES. <br />NAILS SHALL BE STAGGERED IN TWO LINES ALONG PANEL <br />NAILING <br />EDGES. WHEN NAIL SPACING IS 2" o.c., OR WHEN 1Od <br />COMMON NAILS ARE SPACED 3" o.c. PENETRATE FRAMING <br />MORE THAN 1-5/8". <br />5. <br />USE PLT. 0.229"x3"SQ. W/ 5/8"0 A.B.'s AND PLT. <br />JST. PER PLAN <br />5/16"x3"SQ. W/ 3/4"0 A.B.'s. <br />6. <br />NAILS SHALL BE PLACED AT LEAST 3/8" FROM PANEL <br />1 /2" MIN. <br />EDGES AND AT LEAST 3/8" FROM THE EDGE OF THE <br />3x MIN. @ <br />CONNECTING MEMBER FOR SHEAR PANEL AND A MINIMUM <br />C <br />PANEL JNT. <br />1 /2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES. <br />TUDS @ <br />G <br />7. <br />ALL ANCHOR BOLTS AT EDGE OF CONCRETE SHALL HAVE A <br />L EDGE <br />SPACING <br />MINIMUM OF 5d CONCRETE COVER AND 10" MIN. <br />' <br />2" OR 3" <br />ENBEDMENT. <br />NAILING <br />8. <br />ALL NAILS SHALL BE COMMON NAILS. TYP. <br />PLYWD. <br />0 <br />1 /2" MIN. <br />9. <br />USE 3x AND TREATED SILL PLATE AT CONCRETE SURFACES. <br />NAILING <br />TYP. <br />PLATE W/ A.B. <br />12 <br />1 /2'j <br />10. <br />PROVIDE MINIMUM 3-INCH PENETRATION INTO MEMBERS <br />PANEL SCH. <br />--1 <br />BELOW FLOOR SHEATHING. TYP. U.N.O. <br />11. <br />NAILING <br />PATTERN AT PANEL JOINT <br />(FOR 2" <br />AND 3" NAIL SPACINGS) <br />OWN IF REQ'D <br />LR. <br />VARIES <br />SEE MFGR <br />4x MIN. U.N. O. <br />1 J14 -AT 2X4 STUDS <br />NOTE: 2 J14" AT 2X6 STUDS WHERE <br />E.N. TO <br />HOLDOWN POST <br />REQ'D 2x OR 9" REQ'D <br />SHOWN PLYWOOD NOT - 2-2x TRIM TYP <br />HOLDOWN, SEE <br />FOR CLARITY PLAN FOR TYPE <br />AND LOCATION CONCI <br />CURB <br />SDS SILL <br />FT- SCREWS PLATE FF <br />SILL <br />L-BOLT <br />J HOLDOWN J <br />ANCHOR <br />"Q) SEE PLAN <br />CITY OF SANTA ANA <br />PI nning and Building Agenc <br />Approved <br />FOR PERMIT ISSUANCE <br />Mat ter <br />Da e: <br />VAR/ES <br />SEE MFGR <br />I--- 4x MIN. U. N. 0. <br />9„ <br />TYP HOLDOWN, SEE PLAN <br />FOR TYPE AND LOCATION <br />SILL PLATE <br />/-SILL BOLT <br />HOLDOWN <br />ANCHOR SEE <br />PLAN <br />SEE NOTE #J 6" MIN <br />SEE NOTE #3 6" MIN <br />EXTERIOR WALL INTERIOR WALL <br />AT CONCRETE CURB <br />HOLDOWN AND EMBEDMENT SCHEDULE <br />(MIN. 2500 PSI CONCRETE) <br />MODEL <br />NO <br />MIMIMUM <br />POST SIZE <br />ANCHOR <br />BOLT SIZE <br />MIN <br />EMBED <br />. <br />le <br />ANCHOR* <br />TYPE <br />759xCAPAC/TY <br />(lbs.) <br />CORNER <br />END <br />HDU2-SDS2.5 <br />2-2x4 OR 4x4 <br />5/8" <br />21 " <br />SSTB24 <br />2306 <br />2306 <br />HDU4-SDS2.5 <br />4x4 <br />5/8" <br />18" <br />SB5/8X24 <br />3424 <br />3424 <br />HDU5-SDS2.5 <br />4x4 <br />5/8" <br />18" <br />SB5/8X24 <br />4234 <br />4234 <br />HDU8-SDS2.5 <br />4x4 <br />7/8" <br />25" <br />SSTB28 <br />5228 <br />** <br />HDU8-SDS2.5 <br />HDQ8-SDS2.5 <br />6x6 <br />4x6 <br />7/8" <br />7/8" <br />18" <br />24 7/8" <br />SB7/8X24 <br />SSTB28 <br />5903 <br />6923 <br />** <br />** <br />* MA I LNIAL UI- JJ I b & bb IJ AJ I M F 1 554 UNAUL,)U Ft-N IU ; tJK-Lb 1 1 <br />** NOT APPLICABLE FOR HOLDOWN LOCATION @ END. <br />NOTES: 1. BOLT HOLD DOWN TO POST PER MFGR, PROVIDE STANDARD CUT <br />WASHERS ON OPPOSITE SIDE OF POST FROM HOLD DOWN. POST MAY <br />BE COUNTER SUNK A MAXIMUM OF 1 /2 INCH TO RECESS BOLT AND <br />WASHER. <br />2. TO PROPERLY LOCATE HOLDOWN ANCHOR BOLTS, CONTRACTOR TO <br />CHECK STRUCTURAL AND ARCHITECTURAL DRAWINGS, FOR OPENINGS <br />ETC. BEFORE PLACING BOLTS. SIMPS <br />3. DEEPEN FOOTING AREA AS REQUIRED AT HOLDOWN ANCHORS TO <br />INSURE PROPER EMBEDMENT. No SCALE <br />4. FOR SPECIAL HD LOCATIONS SEE FOUNDATION PLAN. <br />5. THE EMBEDMENT DEPTH, le, IS MEASURED FROM THE COLD JOINT FOR TWO POUR CONDITION. <br />INTERIOR WALL <br />#3 <br />AHJ STAMP APPROVAL <br />f C <br />IEC ENGINEERING, RING_ INa <br />CONSULTING ENGINEERS <br />STRUCTURAL DESIGN <br />1822 E Route 66, Suite 328 <br />Glendora, CA 91740 <br />Office: (818) 814-8268 <br />Email: ifcengineeringca@gmail.com <br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND <br />CONDITIONS OF THE JOB PRIOR TO STARTING <br />CONSTRUCTION, AND THE ARCHITECT/ DESIGNER/ <br />ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY <br />DISCREPANCIES INCONSISTENCIES. CHECK WITH <br />ARCHITECT FOR ACTUAL DIMENSIONS. <br />THIS DRAWINGS, DOCUMENTS, DESIGNED ARE THE <br />PROPERTY AND COPYRIGHTS OF IFC ENGINEERING. <br />THOSE ARE FOR USE ON THE SPECIFIED PROJECT, AND <br />NO PART THEREOF SHALL BE COPIED OR DISCLOSED TO <br />OTHERS WITHOUT WRITTEN PERMISSION FROM IFC <br />ENGINEERING. <br />�oQ�oFEssioNgl <br />Q> Flo. C69393 <br />W Ex 06/30/2026� <br />v <br />or 9T CIVIC Coot) <br />Stamp: <br />Residential Project for: <br />PRIVATE <br />RESIDENCE <br />1519 PARK DRIVE <br />SANTA ANA, CA 92707 <br />Project: <br />STRUCTURAL <br />NOTES & <br />DETAILS <br />Drawing Title: <br />PLAN CHECK <br />Revisions: Date <br />Date: 11-22-2025 <br />Scale: 1 /4" = V-0" <br />Drawn By: IFC <br />Job Number: 1102015A <br />SD2 <br />