Laserfiche WebLink
B <br />C <br />Is] <br />E <br />CITY OF SANTA ANA <br />tanning a�cn Buifidingency <br />2 <br />3 <br />BOUNDARY 2x FLAT BLK'G SEE LINE OF EXT. <br />NAILING (B.N.) A WHERE REQ'D. SHEAR <br />AT DIAPHRAGM — — — — WALL, DRAG <br />BOUNDRY — — — — OR LEDGER <br />II I•I <br />4'-0" (MIN.) WIDE � . <br />SHEATHING FRAMING <br />PANELS �'I �I� I I I I•I,� <br />PER PLAN <br />FIELD NAILING F.N. T• <br />AT INTERMEDIATE j ,, L <br />SUPPORTS <br />—EDGE NAILING <br />SOLID BLKG. AT EXT' (E.N.) AT <br />SHEAR WALLS STAGGERED <br />• � I _ �, � EDGE NAILING (E.N.) PANEL EDGES <br />AT STAGGERED PANEL <br />EDGES <br />i•I II LINE OF <br />LINE OF EXT. SHEAR INTERIOR <br />SHEAR WALL <br />WALL DRAG OR SOLID BLOCKING AT INT. <br />LEDGER 3 3/16" SHEAR WALLS, TYP. OR DRAG. <br />9 1/2" 9 1/2" 2x4 BLK'G W/ NOTES: <br />2-TOE NAILS @ 1. MIN. PANEL DIMENSION SHALL BE 2'-0"x4'-0" <br />EA. END 2. PROVIDE 1/8" GAP BETWEEN PANELS <br />CONFIRM WITH MANUFACTURERS <br />n SEE PLAN FOR SHEATHING SPECIFICATIONS) TO ALLOW WOOD PANEL <br />THICKNESS, GRADE AND VOLUMETRIC CHANGES DUE TO VARIATION <br />NAILING. IN TEMPERATURE. <br />HORIZONTAL DIAPHRAGM SHEATHING <br />NOT TO SCALE <br />SHEAR PANEL SHALL <br />BE INSTALLED ABOVE <br />OPENING <br />DOUBLE <br />TOP PL.'S <br />SEE NOTE #3 <br />PANEL JOINTS TO <br />BE CENTERED <br />ON STUDS <br />STAGGER <br />HORIZ. PANEL <br />JOINTS <br />SEE NOTE #3 <br />SHEAR PANEL <br />PER SHEAR WALL <br />SCHEDULE <br />2x SILL PL <br />II II. <br />II II. <br />I. <br />LIL <br />r <br />��� <br />II I. <br />I'I <br />III II <br />OPENING <br />III II <br />I•I I I•I I I. <br />III <br />I•II II <br />I I. <br />I <br />I <br />FF <br />.I I LI I I <br />III I <br />LI � <br />I•I I <br />I II <br />.I I•I I <br />I II I• <br />I•I <br />EDGE NAILING (E.N.) <br />STAGGER <br />FIELD NAILING (E.N.) <br />2x BLK'G, CENTER <br />ON HORIZ. PANEL <br />JOINTS <br />.; EDGE NAILING (E.N.) <br />2x STUD @16" O.C. <br />(MIN.) <br />SILL PL. (ANCHORS <br />PER SHEAR WALL <br />SCHEDULE) <br />HOLDOWN PER PLAN <br />f, <br />NOTES: <br />1. MIN NAIL EDGE DISTANCE SHALL BE 3/8" FROM PANEL EDGES -SHEAR PANEL SHALL <br />FOR 2x's & 1/2" FOR 3x's BE INSTALLED UNDER <br />2. MINIMUM SIZE OF SHEATHING SHALL BE 24" x 24" OPENING <br />3. PROVIDE 2X BLK'G W/ CS16 STRAP. EXTEND STRAP 32" BEYOND EDGE OF OPENING OR <br />TO END OF WALL WHICHEVER SMALLER. <br />PERFORATED SHEAR WALL <br />NOT TO SCALE <br />SHEATHING <br />BLK'G <br />BM. PER PLAN <br />(FLUSH) <br />Q. Y I EQ. <br />DBL. TOP STRAP <br />PL.'S PER PLAN DBL. <br />PL'S <br />MIN. DBL. TRIMMER STUD <br />OR POST PER PLAN WHERE <br />SHOWN <br />A <br />BLK'G <br />STRAP PER PLAN <br />SHEATHING <br />BLK'G <br />MIN. DBL. TRIMMER <br />STUD OR POST PER <br />KING STU PLAN WHERE SHOWN <br />B <br />SHEATHING <br />(DROPPED) <br />EQ. EQ. <br />DBL. TOP PL.'S STRAP <br />PER PLAN <br />KING STUD _ MIN. DBL. TRIMMER STUD <br />BLK'G AS _ _ OR POST PER PLAN <br />READ. FOR WHERE SHOWN <br />STRAP <br />BM. WHERE <br />OCCURS <br />HORIZONTAL STRAP AT BEAM END <br />NOT TO SCALE <br />EDGE NAILING (E.N.) <br />STAGGER <br />II. <br />I I. <br />— FIELD NAILING (E.N.) <br />ZIx <br />DOUBLE II II I. <br />TOP PL.'S <br />II. <br />2x BLK'G, CENTER <br />I.I I.I II. <br />PANEL JOINTS TO <br />ON HORIZ. PANEL <br />—_ <br />BE CENTERED ON <br />JOINTS <br />STUDS <br />I <br />II II II. <br />II. <br />EDGE NAILING (E.N.) <br />STAGGER LI II II. <br />HORIZ. PANEL �� I I. <br />2x STUD @16" O.C. <br />JOINTS LI II II II <br />II I <br />(MIN.) <br />SHEAR PANEL I LI LI II. <br />I II. <br />SILL PL. (ANCHORS <br />PER SHEAR WALL I <br />PER SHEAR WALL <br />SCHEDULE <br />II II <br />I <br />SCHEDULE) <br />2x SILL PL. , I•I LI LI LI I <br />(I. <br />I <br />HOLDOWN PER PLAN <br />LI LI LI LI <br />—LL L--iL-i <br />NOTES: <br />1. MIN. NAIL EDGE DISTANCE SHALL BE 3/8" FROM PANEL <br />EDGES FOR 2x's & 1/2" FOR 3x's <br />USE THIS DETAIL FOR <br />2. MINIMUM SIZE OF SHEATHING SHALL BE 24" x 24" <br />INSTALLATION OF TYP. <br />WALL SHEATH'G <br />SHEAR PANEL ELEV. (ONE SIDE 4" & 6" O.C. E.N.) <br />NOT TO SCALE <br />SHEAR WALL SCHEDULE <br />RAFTER A35 CLIP <br />OR SEE BLW <br />BLKG FOR SPAC'G <br />DETAILS <br />vB.N.' <br />� <br />ANCHOR BOLT <br />E.N. L- <br />SHERRWRLL <br />ROOF <br />SILLS <br />- TRUSS717 <br />i <br />SHERRWRLL <br />° <br />a' <br />OF SILL R <br />SHEAR PANEL MARK, SHEATHING AND ATTACHMENT <br />ROOF LEVEL <br />FND. LEVEL <br />REMARKS <br />MARK <br />SHEATH'G <br />MIN. NAIL <br />PENTRATION <br />NAIL SIZE <br />(COMMON OR <br />NAIL SPACING @ <br />MIN. PANEL <br />EDGE <br />SHEAR TRANSFER TO TOP <br />SILL PLATE <br />ASD SHEAR <br />DETAIL <br />THICKNESS <br />IN FRAMING <br />GALVANIZED BOX) <br />PANEL EDGES <br />MEMBER <br />PLATES (CHOOSE ONE) <br />ATTACHMENT <br />O <br />15132 EXP. 1 OSB <br />1 112" <br />8d <br />6 O.C. <br />2x <br />SIMPSON <br />5/8" DIA. x LONG <br />VS = 260 PLF <br />1/S3.1 <br />A35/LTP4 @ 32" O.C. <br />@ 48" O.C. <br />VW= 365 PLF <br />SHEAR WALL SCHEDULE NOTES: <br />1. NAIL SPACING ALONG INTERMEDIATE SUPPORTS SHALL BE 12" O.C. <br />2. WHERE STRUCT. WOOD PANEL IS APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING IS LESS <br />THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING <br />MEMBER OR FRAMING MEMBER SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE <br />SHALL BE STAGGERED. <br />3. WHERE ALLOWABLE SHEAR EXCEEDS 350 PLF, FRAMING AT ADJOINING PANEL EDGES SHALL BE NOMINAL <br />3" OR WIDER. NAILS SHALL BE STAGGERED ALONG PANEL EDGES. USE 2x MEMBER AT SILL PLATE. <br />4. NAILS SHALL BE PLACED AT LEAST 3/8" FROM PANEL EDGES. <br />5. ALL NAILS SHALL BE COMMON NAILS, U.O.N. <br />6. E.N. = EDGE NAILING <br />7. F.N. = FIELD NAILING <br />8. ALL PANEL EDGES SHALL BE FRAMED WITH 2" NOMINAL OR WIDER BACKING (BLOCKING OR STUD) U.O.N. <br />9. PANELS CAN BE INSTALLED HORIZONTALLY OR VERTICALLY. <br />10. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" INTO CONCRETE, U.O.N. <br />11. ALL SHEAR PANELS SHALL EXTEND FROM SILL/SOLE PLATE TO FLOOR/ROOF DIAPHRAGM SHEATHING. <br />12. PROVIDED A MINIMUM OF TWO ANCHOR BOLTS PER SHEAR WALL PANEL. <br />13. NO TOE NAILING IS ALLOWED FOR SHEAR TRANSFER NAILING OF SHEAR WALLS. <br />14. SHEAR PANEL CAN BE APPLIED TO EITHER SIDE OF THE WALL (FOR SHEAR WALLS WITH PANEL ON ONE SIDE). <br />15. MINIMUM 3x3xl/4 WASHER PLATE REQUIRED UNDER ANCHOR BOLT NUTS AT ALL SHEAR WALLS. THE HOLE IN <br />THE PLATE WASH -ER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/161, LARGER <br />THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER <br />IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF <br />THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. <br />16. REFER TO SIMPSON INSTALLATION GUIDE FOR INSTALLATION OF SHEAR WALL. <br />ALL ANCHOR BOLT TEMPLATE SHALL BE IN PLACE PRIOR TO PLACING CONCRETE. <br />SHEAR WALL SCHEDULE <br />NOT TO SCALE <br />FOR <br />taster <br />ate: <br />GARCIA RESIDENCE <br />ADU CONVERSION <br />NCE <br />0� QPpFESS/Oy! <br />q <br />yQ JONH AvF10 <br />Fyn <br />MARIA GARCIA z S4907 z m <br />2058 S OAK ST Exp. 09-30-27mT � <br />SANTA ANA, CA 92707 <br />�P <br />T 714.305.8928 'TF 0 <br />/2026 <br />Project Address <br />2058 S OAK ST <br />SANTA ANA, CA 92707 <br />Project Status <br />BKW STUDIO <br />13733 FRANCISCO DR <br />LA M I RADA, CA. 90638 <br />626.272.8479 <br />binhkwong@yahoo.com <br />Copyright @ 2025 <br />The ideas and designs represented herein and this drawing, all <br />prepared by BKW STUDIO, are for the use solely with respect to <br />this project and BKW STUDIO shall retain all common law, <br />statutory and other reserved rights including copyright and they <br />shall not be used by others for any other purpose without written <br />permission of BKW STUDIO. <br />client approval <br />principal in charge <br />issues / revisions <br />drawing title <br />TYPICAL DETAILS <br />scale <br />NOT TO SCALE <br />project number <br />2025-038 <br />date <br />S103 <br />Plot Date: 01/27/2026 <br />If this sheet is smaller than 24" high by 36" wide then it has been reduced. File Path <br />