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CONCRETE CONDITION <br />ROOF CONDITION <br />FIELD NAILING, <br />TYPICAL AT ALL <br />INTERMEDIATE <br />SUPPORTS <br />EDGE NAIL TO TOP PLATE <br />TYPICAL STUDS <br />FULL SIZE PLYWOOD OR <br />OSB SHEET, TYPICAL <br />U.N.O. (PLYWOOD FACE <br />GRAIN PARALLEL TO STUD) <br />EDGE NAIL TO SOLE PLATE <br />SOLE PLATE NAILING <br />SEE SCHEDULE <br />CONT 2x MIN SOLE <br />PLATE, SEE SCHEDULE <br />3x STUD AT <br />WALL TYPE B, C, D <br />STAGGER EDGE NAILS <br />AT PANEL JOINTS, <br />TYPICAL <br />HEADER, SEE <br />PLAN SCHEDULE <br />16d @ 12"o.c. <br />TYPICAL AT ALL <br />MULTIPLE <br />STUDS <br />STRAP TIE AT <br />CORNER, PER <br />EDGE NAILING <br />HEADER, SEE PLAN <br />AND SCHEDULE <br />FIELD NAILING, <br />TYPICAL AT ALL <br />INTERMEDIATE <br />SUPPORTS <br />EDGE NAIL TO POSTS <br />2x SOLID BLOCKING <br />FOR WALLS OVER <br />8'-0" HIGH w/ 2-10d <br />TOE NAILS EACH <br />END 48"o.c. MAX <br />SPACING <br />4x MIN POST <br />EDGE NAIL TO POST <br />2x CRIPPLE STUD <br />16d @12"o.c. <br />TYPICAL <br />EDGE NAIL <br />TO SILL PLATE <br />EDGE NAIL <br />TO SILL PLATE2-16d END NAILS, <br />MIN (TYP TOP & <br />BOTTOM) U.N.O. <br />FOR ANCHOR BOLT <br />SIZE AND SPACING <br />SEE SCHEDULE <br />CONT 3x MIN SILL <br />PLATE, SEE <br />SCHEDULE <br />HOLDOWN, SEE PLAN <br />& SCHEDULE, TYPICAL <br />2x STUD <br />EDGE NAIL <br />TO POST <br />4x MIN POST <br />EDGE NAIL TO <br />TOP PLATE <br />CONT 2-2x <br />TOP PLATES <br />SOLID BLOCKING <br />CONT RIM BOARD <br />CONT (2) 2x TOP PLATES <br />NOTES: <br />1. ALL PLYWOOD SHALL BE 4 PLY MINIMUM AND ALL PANEL EDGES SHALL BE BLOCKED. <br />2. ALL NAILS SHALL BE COMMON NAILS. <br />3. PROVIDE EDGE NAILING AT ALL EDGES OF SHEATHING, END STUDS, SOLE PLATES AND TOP PLATES. <br />4. WHERE SHEAR CAPACITY IS LESS THAN 600 PLF A 2x SILL PLATE MAYBE USED IN LIEU OF 3x IF THE ANCHOR BOLT SPACING IS REDUCED TO 1/2 OF <br />THE REQUIRED SPACING CALLED OUT IN THIS SCHEDULE. <br />5. WHERE 10d NAILS ARE 3" ON CENTER OR LESS, OR SHEAR CAPACITY IS GREATER THAN 300 PLF, NAILS SHALL BE STAGGERED AND FRAMING <br />MEMBER AT PANEL EDGES (EXCEPT INTERMEDIATE SUPPORTS) SHALL BE 3x MIN THICKNESS UNLESS NOTED OTHERWISE IN NOTE 4. <br />6. NAILS SHALL BE 1/2" MINIMUM FROM PLYWOOD PANEL EDGE. NAILS SHALL BE 3/8" MINIMUM FROM CONNECTING MEMBER EDGE WHERE SHEAR <br />EXCEEDS 300 PLF. <br />7. SOLE NAILS OR LAGS APPLY TO SILL PLATE ATTACHMENTS WHERE THE SHEAR WALL IS LOCATED ABOVE A CRIPPLE WALL, ANOTHER <br />SHEARWALL OR OTHER WOOD FRAMING. WHERE SILL PLATE IS ON TOP OF CONCRETE OR MASONRY SEE ANCHOR BOLTING COLUMN FOR <br />REQUIRED ATTACHMENT. <br />8. BASE FRAMING SHALL BE DOUBLE 2x TOP PLATE OR 3x BLOCKING MINIMUM. SIMPSON SDS SCREWS TO HAVE A MINIMUM OF 2" PENETRATION <br />INTO RIM JOIST. LAG BOLT PENETRATION (NOT INCLUDING TAPERED TIP) INTO BASE FRAMING SHALL BE 3" MINIMUM. <br />9. WHERE LTP4 ARE INSTALLED OVER PLYWOOD 8dx2 1/2" NAILS SHALL BE USED IN LIEU OF HANGER NAILS. <br />10. SEE TYPICAL BEARING WALL FRAMING DETAIL FOR STUD WALL CONSTRUCTION. <br />11. PROVIDE SIMPSON BPS OR LBPS PL WASHER AT EACH ANCHOR BOLT. <br />12. ANCHOR BOLTS (A.B.) SHALL HAVE 5" MIN EMBEDMENT INTO CONCRETE. LENGTHEN A.B. AS REQUIRED FOR EMBEDMENT AND SILL PLATE <br />THICKNESS. THERE SHALL BE A MIN OF TWO A.B. PER SILL PIECE WITH ONE A.B. LOCATED NOT MORE THAN 12" OR LESS THAN 6" FROM EACH END <br />OF THE SILL PIECE. FOR ANCHOR BOLTS AT CONCRETE CURB SEE DETAIL . FOR ANCHOR BOLT TO CONC FILLED METAL DECK, SEE 4/S7.02. <br />13. ORIENTED STRAND BOARDS (OSB) MAY BE SUBSTITUTED FOR PLYWOOD NOTED ABOVE PROVIDED IT IS RATED BY APA'S PERFORMANCE <br />STANDARD RATING AND IS RATED STRUCTURAL I AND FOR EXTERIOR USE. <br />14. SPACING SHOWN ARE BASED ON FULL LENGTH OF SHEAR WAL SHOWN ON THE PLANS. WHERE IT IS NOT POSSIBLE TO PLACE THE ANCHOR <br />BOLTS DUE TO LOCATION OF THE TIE-DOWNS ANCHOR, BOLTS SPACING SHALL BE REDUCED SO TOTAL NUMBER OF ANCHORS REMAIN THE <br />SAME. SEE DETAIL WHERE ANCHOR BOLT INTERFERE WITH COMP POSTS. <br />15. USE MIN 4x END POSTS AT ALL SHEARWALLS UNLESS OTHERWISE NOTED. <br />16. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL OFFSET PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBERS. <br />17. INDIVIDUAL PIECES OF PLYWOOD SHALL NOT BE LESS THAN 16" IN LEAST DIMENSION NOR LESS THAN 5 SQFT. IN TOTAL AREA. <br />18. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED SILL PLATES OR FRT TREATED WOOD PRODUCT SHALL BE GALVANIZED. <br />19. REDUCED SHEAR WALL CAPACITY SHOWN IN SCHEDULE IS FOR FRT TREATED WOOD WITH HOOVER PYRO-GUARD PER LARR25150. <br />20. SAWN LUMBER RIMS OR BLOCKING SHALL BE USED WHERE A SAWN LUMBER FLOOR OR ROOF SYSTEM IS BEING USED AND LVL RIMS OR <br />BLOCKING SHALL BE USED WHERE AN ENGINEERED WOOD FLOOR OR ROOF SYSTEM IS BEING USED FOR RIM BEAM OPTIONS AT EXTERIOR <br />FRT WALLS. <br />21. AT CONTRACTOR'S OPTION, CONNECTORS FOR THE LOWER SHEAR WALL MAY BE OMITTED BY EXTENDING THE WALL SHEATHING ABOVE THE <br />DOUBLE TOP PLATE AND ATTACHED TO RIM OR BLOCKING WITH EDGE NAILING PER SCHEDULE. <br />22. TWO LINES OF BOUNDARY NAILING ARE REQUIRED AT ALL INTERIOR WALLS. <br />23. BUILDING EXTERIOR WALL PLYWOOD SHEATHING SHALL BE FIRE RETARDANT TREATED WIT HOOVER PYROGARD (LARR #25150) <br />/2 S6.06 <br />CS16 U.N.O. OVER 2x BLK'G TYP. AT <br />OPENING IN SHEARWALL APPLY <br />STRAP OVER SHEATHING <br />/8 S5.01 <br />FLOOR <br />FLOOR <br />CS 16-R STRAP <br />TOP AND BOTTOM <br />OF OPENING <br />EN AROUND <br />OPENINGS <br />NOTES: <br />1. BLOCKING AND STRAPPING NOT REQUIRED WHEN OPENING DIMENSION ARE LESS THAN 6" AND THEY ARE SPACED <br /> AT (2) OR MORE STUD BAYS. <br />2. MULTIPLE ADJACENT OPENINGS SPACED LESS THAN (2) BAYS SHALL BE CONSIDERED AS SIGNLE JOINED OPENING. <br />16" MAX <br />16" MAX <br />4x BLKG AT <br />STRAP <br />16" OC <br />ALL STUDS <br />FLOOR <br />FLOOR <br />SEISMIC STRAP <br />PER SHEAR WALL <br />SCHEDULE <br />4x BLKG AT <br />STRAP <br />EN <br />AROUND <br />OPENINGS <br />NOTE: <br />WHERE PLYWOOD SHEATHING IS SPECIFIED ON <br />BOTH SIDES OF WALL PER SHEAR WALL SCHEDULE, <br />PROVIDE STRAP ON BOTH SIDES OF WALL. <br />TYP <br />Ls <br />15/32" STRUCTURAL I <br />SHEAR WALL SHEATHING / NAILING SCHEDULE <br />SILL ATTACHMENT <br />WOOD LAG SCREWS <br />B 2x <br />SHEATHING <br />15/32" STRUCTURAL I <br />WALL <br />SYMBOL <br />A <br />FRAMING <br />SIZE <br />2x <br />10d @12" OC10d @4" OC <br />SUPPORTS (FN) <br />INTERMEDIATE <br />10d @12" OC10d @6" OC <br />EDGE (EN) <br />NAILING <br />SHEAR CAPACITY <br />PER AWC SDW5 <br />ASD / LRFD <br />5/8"Ø @ 32" OC <br />5/8"Ø @ 32" OC <br />ANCHOR BOLTING <br />7,8 <br />11,12 <br />2,5.6 <br />1,14,16 3 <br />10,14 <br />4,5 <br />LTP4 OR A35 <br />16" OC <br />16" OC <br />9 <br />SIMPSON SDS25 <br />@12" OC <br />SIMPSON SDS25 <br />@8" OC <br />REDUCED <br />SHEAR CAPACITY <br />FOR FRT <br />PLYWOOD WALLS <br />ASD / LRFD <br />18, <br />MIN. RIM OR <br />BLK'G AT FLOOR <br />OR ROOF <br />19 <br />459 PLF / 734 PLF <br />288 PLF / 490 PLF 2x OR 1 3/4 LVL <br />2x OR 1 3/4 LVL510 PLF / 816 PLF <br />320 PLF / 544 PLF <br />24 <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIEN <br />ARCHITEC <br />CONSULTANT <br />AC <br />C <br /> <br />R <br />e <br />v <br />i <br />t <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />h <br />o <br />s <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />L <br />O <br />C <br />2/12/2025 12:03:32 PM <br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt <br />2308 <br />WOOD SHEAR <br />WALL DETAILS <br />FEBRUARY 13, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />S6.06 <br />SANTA ANA ZOO <br />1801 E CHESTNUT AVE, SANTA ANA, CA <br />92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION <br />HUB <br />SCALE : 1" = 1'-0"1 TYPICAL PLYWOOD SHEARWALL AND SCHEDULE <br />SCALE : 3/8" = 1'-0"3 <br />FRAMING AROUND SMALL OPENINGS <br />IN SHEAR WALLS <br />SCALE : 3/8" = 1'-0"2 <br />FRAMING AROUND LARGE <br />OPENINGS IN SHEAR WALLS <br />No. Description Date <br />3 PLAN CHECK SUBMITTAL 02 02-13-2025 <br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL <br />I <br />STRUC T URALSTATE OF CAL IFORNIA <br />2/13/2025