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DATE REVISIONS BY <br />SEAL <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />O <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S <br />No <br />501 S. BRAND BLVD., SUITE 3 <br /> SAN FERNANDO, CA 91340 <br />(323)486-4151 <br />STENENGINEERING.COM <br />ROOF SHEATHING <br />15/32" THICK PLYWOOD C-D EXT INDEX 32 16 W/10d <br />COMMON NAILS @ 6",6",12" O.C. <br />BLOCK ALL UNSUPPORTED PLYWOOD EDGES W/2x4 <br />FLAT BLOCKING, TYPICAL - U.N.O. W/ RADIANT BARRIER <br />FRAMING BOUNDARY <br />SHEAR WALL PER PLAN <br />FRAMING MEMBERS <br />LEGEND: <br />NEW FOUNDATION <br />NOTES <br />1. ALL STRUCTURAL WOOD SHALL BE DOUGLAS FIR LARCH SPECIES PER INFORMATION <br />SHOWN ON SHEET S-1 WITH 19% MAXIMUM MOISTURE CONTENT U.N.O. <br />2. ALL WALLS OVER 10' IN HEIGHT TO BE 2X6 @16" O.C. FRAMING. <br />3. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. <br />4. AN AITC CERTIFICATE OF INSPECTION FOR ALL GLU-LAM BEAMS INCLUDING PARALLAM <br />BEAMS SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPT. PRIOR TO <br />ERECTION. <br />5. GLUE LAM BEAMS MUST BE FABRICATED IN A LICENSED SHOP. IDENTIFY GRADE <br />SYMBOL AND LAMINATION SPECIES PER T 5A, 2018 NDS SUPP. <br />6. FIELD WELDING TO BE DONE BY CERTIFIED WELDERS FOR STRUCTURAL STEEL, <br />CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. <br />7. SHOP WELDS MUST BE PERFORMED IN A LICENSED FABRICATORS SHOP. <br />8. LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL. <br />9. ALL WOOD MEMBERS MUST BE GRADE MARKED WITH GRADE AND SPECIES. <br />10. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. BORED <br />HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH <br />11. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER <br />FOR SMOOTH SHANK PORTION. <br />12. STRUCTURAL OBSERVATION IS REQUIRED FOR ALL PLYWOOD SHEAR WALLS WITH A <br />DESIGN LOAD OVER 300 PLF. <br />13. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR <br />GALVANIZED BOX. <br />14. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF <br />PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE <br />AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH <br />TABLE 2304.7 <br />15. EXTERIOR STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED TO THE <br />STRUCTURE WITHOUT THE USE OF TOE NAILS OR NAILS IN WITHDRAWAL. <br />16. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. <br />17. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE <br />RESISTING SYSTEM/ COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" <br />SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE DBS INSPECTORS <br />AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR <br />COMPONENT PER SEC 1706.1 <br />18. CONTINUOUS SPECIAL INSPECTION REQUIRED BY A REGISTERED DEPUTY INSPECTOR IS <br />REQUIRED FOR FIELD WELDING, CONCRETE STRENGTH F'C>2500 PSI, HIGH STRENGTH <br />BOLTING, SPRAYED-ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, <br />PRE-STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL MOMENT-RESISTING <br />CONCRETE FRAMES. <br />19. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, <br />AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING <br />TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY <br />A DEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE <br />SHEATHING IS 4 INCHES OR LESS ON CENTER. <br />20. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT WOOD SHALL BE <br />OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. <br />1. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. <br />2. SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS <br />3. ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 340 LB/FT SHOULD BE PROVIDED: <br />a)3x SILL PLATES <br />b) 3x 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) STAGGER NAILS IF NAIL SPACING IS LESS THAN 2" O.C. <br />f) SQUARE PLATE WASHERS SHALL BE USED WITH ANCHOR BOLTS <br /> 5/8" ∅ BOLT - 3"X3"X1/4" <br /> 3/4" ∅ BOLT - 3"X3"X5/16" <br /> 7/8" ∅ BOLT - 3"X3"X5/16" <br /> 1" ∅ BOLT - 3.5"X3.5"X3/8" <br />SHEET: <br />S2 <br />DRAWN: <br />CHECKED: <br />DATE: <br />SCALE: <br />JOB #: <br />B.O. <br />E.N. <br />N.T.S. <br />EVGENY NA GOVITSY <br />N <br />HOLDOWN ANCHORAGE <br />HOLDOWN <br />MODEL <br />STEMWALL <br />(SDC C-F) <br />SLAB ON GRADE <br />(SDC C-F) <br />MIDWALL/ <br />CORNER ENDWALL MIDWALL/ <br />CORNER ENDWALL <br />HDU 2 SSTB24 SSTB16 SSTB20 <br />HDU4 <br />SB5/8x24 <br />SSTB20 <br />SB5/8x24 <br />HDU5 SSTB24 <br />HDU8 SB7/8x24 PAB7 SSTB28 <br />HDU11 <br />PAB8 SB1x30 <br />HDU14 <br />1. MINIMUM EDGE DISTANCE IS 1 3 4". MINIMUM END DISTANCE IS 5" FOR <br />SSTBs AND THE SB1x30 <br />2. PAB7 ANCHOR BOLTS REQUIRE 10" EMBEDMENT WITH 15" EDGE <br />DISTANCE. PAB8 REQUIRE 12" EMBEDMENT WITH 18" EDGE DISTANCE. <br />3. SB1x30 REQUIRES 18" WIDE FOOTING. <br />4. FOR STEMWALL INSTALLATIONS, PAB MUST BE EMBEDDED INTO THE <br />FOOTING. <br />07/26/24 <br />24-24-456 <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />1 <br />5 <br />0 <br />6 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <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 />5 <br />OW <br />N <br />E <br />R <br />: <br /> <br />N <br />A <br />N <br />C <br />Y <br /> <br />C <br />A <br />L <br />T <br />A <br />G <br />I <br />R <br />O <br />N <br />E <br />SEE SHEET S-1 FOR STRUCTURAL <br />OBSERVATION INFORMATION <br />SHEAR WALL SCHEDULE <br />TYPE SHEATHING <br />MATERIAL <br /> PANEL NAILING <br />PERIMETER FIELD <br />BLKG. TO <br />PLATE <br />CONNECTION <br />PLATE TO <br />BLKG. <br />CONNECTION <br />ANCHOR <br />BOLTS <br />(U.N.O.) <br />EMBED. <br />DEPTH <br />SHEAR, <br />PLF <br />(LRFD) <br />SHEAR, <br />PLF <br />(ASD) <br />SILL <br />PLATE <br />1 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />6" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 20" O.C. <br />20d NAILS <br />@ 6" O.C. <br />5/8"∅ @ <br />48" O.C.9" 392 245 2x <br />2 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />6" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 16" O.C. <br />20d NAILS <br />@ 4" O.C. <br />5/8"∅ @ <br />32" O.C.9" 544 340 3x <br />3 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />4" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 10" O.C. <br />SDS 1/4"x6" <br />@ 8" O.C. <br />5/8"∅ <br />@24" O.C.9" 816 510 3x <br />4 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />3" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 8" O.C. <br />SDS 1/4"x6" <br />@ 5" O.C. <br />5/8"∅ @ <br />24" O.C.9" 1064 665 3x <br />5 15/32" PLYWOOD <br />STRUCTURAL 1 <br />10d @ <br />2" O.C. <br />10d @ <br />12" O.C. <br />A35/ LTP4 <br />@ 6" O.C. <br />SDS 1/4"x6" <br />@ 4" O.C. <br />5/8"∅ @ <br />16" O.C.9" 1392 870 3x <br />NOTE: SHEAR PANEL CAN BE INSTALLED ON EITHER SIDE AT CONTRACTOR'S CHOICE <br />4x4 POST (U.N.O.) <br />FOUNDATION PLAN <br />SCALE: 1/4"=1' <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=1' <br />CJ <br />2x6 @ 16" O.C. <br />CJ <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />CJ <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />CJ <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />CJ <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />BM <br />2 <br />6x <br />8 <br />HDR1 <br />4x6 <br />HDR1 <br />4x6 <br />HDR1 <br />4x6 <br />HDR <br />4x6 <br />HDR1 <br />4x6 <br />HDR2 <br />4x8 <br />BM <br />3 <br />3. <br />5 <br />x <br />7 <br /> <br />P <br />S <br />L <br /> <br />2 <br />. <br />2 <br />E <br />RIDGE BM2 <br />4x8 <br />RIDGE BM3 <br />4x12 <br />HD <br />R <br />1 <br />4x <br />6 <br />HD <br />R <br />1 <br />4x <br />6 <br />HD <br />R <br />1 <br />4x <br />6 <br />HD <br />R <br />1 <br />4x <br />6 <br />2 31 <br />C <br />E <br />D <br />B <br />A <br />3.5'1 <br />3'1 <br />5'1 <br />1 8' <br />1 8' <br />4' <br />1 <br />4' <br />1 <br />3.5' <br />1 <br />3' <br />1 <br />9.5' <br />1 <br />11.5' <br />1 <br />1 <br />22' <br />1 <br />9' <br />HIP <br /> <br />B <br />M <br />1 <br />4x8 <br />HIP <br /> <br />B <br />M <br />1 <br />4x8 <br />RR <br />2x6 @ 16" O.C. <br />RR <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />VLY <br /> <br />B <br />M <br />1 <br />4x8 <br />BM1 <br />6x8 <br />BM1 <br />6x8 <br />HIP <br /> <br />B <br />M <br />2 <br />4x8 <br />HIP <br /> <br />B <br />M <br />4 <br />4x1 <br />0 <br />VLY <br /> <br />B <br />M <br />2 <br />4x8 <br />HIP <br /> <br />B <br />M <br />3 <br />4x1 <br />0 <br />HIP <br /> <br />B <br />M <br />2 <br />4x8 <br />HIP <br /> <br />B <br />M <br />5 <br />4x8 <br />HIP <br /> <br />B <br />M <br />5 <br />4x8 <br />RI <br />D <br />G <br />E <br /> <br />B <br />M <br />1 <br />4x <br />6 <br />RR <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />RR <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />RR <br />2x6 @ 16" O.C. <br />RR <br />2x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />BM <br />3 <br />3. <br />5 <br />x <br />7 <br /> <br />P <br />S <br />L <br /> <br />2 <br />. <br />2 <br />E <br />HDR1 <br />4x6 <br />2 31 <br />C <br />E <br />D <br />B <br />A <br />3.5'1 <br />3'1 <br />5'1 <br />1 8' <br />4' <br />1 <br />4' <br />1 <br />3.5' <br />1 <br />3' <br />1 <br />9.5' <br />1 <br />11.5' <br />1 <br />1 <br />22' <br />1 <br />9' <br />1 8' <br />4" CONCRETE SLAB ON GRADE <br />W/#4 @ 16" O.C. EACH WAY @ <br />BOT 10 MIL. VAPOR BARRIER <br />OVER 4" THICK BASE OF 1/2" <br />OR LARGER AGGREGATE (TYP) <br />4" CONCRETE SLAB ON GRADE <br />W/#4 @ 16" O.C. EACH WAY @ <br />BOT 10 MIL. VAPOR BARRIER <br />OVER 4" THICK BASE OF 1/2" <br />OR LARGER AGGREGATE (TYP) <br />4" CONCRETE SLAB ON GRADE <br />W/#4 @ 16" O.C. EACH WAY @ <br />BOT 10 MIL. VAPOR BARRIER <br />OVER 4" THICK BASE OF 1/2" <br />OR LARGER AGGREGATE (TYP) <br />1 <br />S-5 <br />TYP. <br />5 <br />S-5 <br />TYP. <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />4x6 POST <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />HDU <br />2 <br />6 <br />S-5 <br />TYP. <br />4x6 POST <br />7 <br />S-5 <br />TYP. <br />8 <br />S-5 <br />TYP. <br />11 <br />S-5 <br />HUC48 <br />9 <br />S-5 <br />10 <br />S-5 <br />12 <br />S-5 <br />TYP. <br />HUC48 <br />4x4 KING POST <br />4x4 KING <br />POST <br />4x4 POST <br />W/ HCP4Z <br />4x4 POST <br />W/ HCP4Z <br />4x4 POST <br />W/ HCP4Z <br />4x4 POST <br />W/ HCP4Z <br />4x6 POST <br />BC46 <br />4x4 POST <br />W/ HCP4Z <br />4x4 POST <br />W/ HCP4Z <br />HU68 <br />HU68 <br />4x6 POST <br />W/ BC46 <br />4x6 POST <br />W/ BC46 <br />4x4 POST <br />W/ ECCQ <br />4x4 POST <br />W/ ECCQ <br />2 <br />S-5 <br />TYP. <br />4" CONCRETE SLAB ON GRADE <br />W/#4 @ 16" O.C. EACH WAY @ <br />BOT 10 MIL. VAPOR BARRIER <br />OVER 4" THICK BASE OF 1/2" OR <br />LARGER AGGREGATE <br />(TYP) <br />2 <br />S-5 <br />TYP. <br />4x4 POST <br />W/ EPC4Z <br />4 <br />S-5 <br />TYP. <br />MST60 <br />TOP PL TO RR <br />MST60 <br />TOP PL TO RR <br />RR W/ E.N. <br />RR W/ <br />E.N. <br />13 <br />S-5 <br />13 <br />S-5 <br />1506 E Clemensen Ave & <br />#212/12/2024