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ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE <br />JOINTS OCCURRING IN BRACED WALL PANELS <br />SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL <br />COMMON NAILS OR GALVANIZED BOX. <br />1" Ø BOLT - 3.5"x3.5"x3/8" <br />b) 3 x STUDS AND BLOCKS BETWEEN ADJACENT PANELS <br />c) 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING <br />d) ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. <br />e) SQUARE PLATE WASHERS SHALL BE USED WITH ANCHOR BOLTS <br />5/8" Ø BOLT - 3"x3"x1/4" <br />7/8" Ø BOLT - 3"x3"x5/16" <br />a) 3 x FOUNDATION SILL PLATES <br />ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 300 lb/ft SHOULD BE PROVIDED: <br />3/4" Ø BOLT - 3"x3"x5/16" <br />d) STAGGER NAILS IF NAIL SPACING IS LESS THAN 2" O.C. <br />2. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. <br />3. AN AITC CERTIFICATE OF INSPECTION FOR ALL GLU-LAM BEAMS INCLUDING PARALLAM BEAMS SHALL <br />BE SUBMITTED TO THE BUILDING AND SAFETY DEPT. PRIOR TO ERECTION. <br />4. GLUE LAM BEAMS MUST BE FABRICATED IN A LADBS LICENSED SHOP. IDENTIFY GRADE SYMBOL <br />AND LAMINATION SPECIES PER T 5A, 2005 NDS SUPP. <br />6. SHOP WELDS MUST BE PERFORMED IN A LADBS LICENSED FABRICATORS SHOP. <br />8. ALL WOOD MEMBERS MUST BE GRADE MARKED WITH GRADE AND SPECIES. <br />9. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. BORED HOLES CANNOT <br />HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH <br />10. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH <br />SHANK PORTION. <br />11. STRUCTURAL OBSERVATION IS REQUIRED FOR ALL PLYWOOD SHEAR WALLS WITH A DESIGN LOAD <br />OVER 300 PLF. <br />12. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. <br />14. EXTERIOR STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED TO THE STRUCTURE WITHOUT THE USE <br />OF TOE NAILS OR NAILS IN WITHDRAWAL. <br />16. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/ <br />COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT <br />OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK <br />ON SUCH SYSTEM OR COMPONENT PER SEC 1706.1 <br />17. CONTINUOUS SPECIAL INSPECTION REQUIRED BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED <br />FOR FIELD WELDING, CONCRETE STRENGTH f'c>2500 PSI, HIGH STRENGTH BOLTING, SPRAYED-ON <br />FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, PRE-STRESSED CONCRETE, HIGH LOAD <br />DIAPHRAGMS AND SPECIAL MOMENT-RESISTING CONCRETE FRAMES. <br />7. LADBS LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL. <br />18. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, <br />INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC <br />FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED WHERE THE <br />FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. <br />13. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. <br />PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7 <br />15. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. <br />1. ALL WALLS OVER 10' IN HEIGHT TO BE 2x6 @16" O.C. FRAMING. <br />NOTES: <br />FRAMING MEMBERS <br />LEGEND: <br />ROOF SHEATHING: <br />5/8" CDX PLYWOOD <br />STANDARD PS I-95 <br />INDEX 32/16 <br />DOUGLAS FIR-LARCH <br />W/10d COMMON NAILS <br />@ 6"_6"_10" O.C. <br />19. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT WOOD SHALL BE OF HOT DIPPED <br />ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. <br />20. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS. CONTINUOUS INSPECTION IS <br />REQUIRED, <br />21. A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE <br />AVAILABLE AT THE JOB SITE. <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1' <br />380 <br />650 <br />498 <br />PLATE TO BLKG. <br />REQUIREMENTS <br />SDS 1/4"x 6 <br />SDS 1/4"x 6 <br />SDS 1/4"x 6 <br />SHEAR WALL SCHEDULE <br />12" O.C. <br />PANEL NAILING <br />12" O.C. <br />12" O.C. <br />12" O.C. <br />10d @215/32" PLYWOOD <br />15/32" PLYWOOD <br />STRUCTURAL 1 <br />STRUCTURAL 1 <br />STRUCTURAL 1 <br />15/32" PLYWOOD4 <br />3 <br />2" O.C. <br />10d @ <br />10d @ <br />3" O.C. <br />4" O.C. <br />OF SHEAR <br />STRUCTURAL 1 <br />WALL MATERIAL <br />15/32" PLYWOOD <br />DESCRIPTION <br />TYPE <br />1 <br />PERIMETER <br />6" O.C. <br />10d @ <br />10d @ 12" O.C. OR <br />LPT4 @ 8" O.C. <br />8" O.C. OR <br />10" O.C. OR <br />LPT4 @ 10" O.C. <br />LPT4 @ 12" O.C. <br />10d @ <br />10d @ <br />A35 @ <br />A35 @ <br />@ 4" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />REQUIREMENTS <br />BLKG. TO PLATE <br />16" O.C. OR <br />CONNECTION <br />LPT4 @ 16" O.C. <br />10d @ <br />FIELD <br />A35 @ <br />A35 @ <br />CONNECTION <br />@ 6" O.C. <br />20d NAILS <br />OR <br />5/8" Ø @ 24" O.C. <br />3/4" Ø @ 32" O.C. <br />3/4" Ø @ 32" O.C. <br />5/8" Ø @ 32" O.C. <br />3/4" Ø @ 48" O.C. <br />OR <br />OR <br />9" <br />9" <br />9" <br />9" <br />9" <br />3/4" Ø @ 6'-0" O.C. <br />5/8" Ø @ 48" O.C. <br />5/8" Ø @ 32" O.C. <br />ANCHOR BOLTS <br />FOUND CONN. <br />SILL PLATE TO <br />OR <br />9" <br />255 <br />ANCHOR <br />EMB. <br />BOLTS <br />9" <br />9" <br />ALLOWABLE <br />SHEAR LOAD <br />PLF <br />No DATE REVISIONS BY <br />SEAL <br />CITY APPROVAL <br />SHEET <br />DRAWN BY <br />CHECKED <br />DATE DRAWN <br />DATE <br />SCALE <br />JOB # <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />18 <br />0 <br />6 <br /> <br />W <br /> <br />1 <br />5 <br />T <br />H <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />OW <br />N <br />E <br />R <br />: <br />818 747 7269 | shant.sps@gmail.com <br />15445 Ventura Blvd. #63, <br />Sherman Oaks,CA 91403 <br />S.S. <br />S.S. <br />23-544 <br />10/21/2023 <br />12/6/2024 <br />1/4” = 1’-0” <br />S2 <br />RO <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br />PL <br />A <br />N <br />1806 W 15th St & <br />Unit #25/1/2025