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501 S. BRAND BLVD., SUITE 3 <br /> SAN FERNANDO, CA 91340 <br />(323)486-4151 <br />STENENGINEERING.COM <br />SEAL <br />DE <br />T <br />A <br />I <br />L <br />S <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 />EVGENY NA GOVITSY <br />N <br />DRAWN: <br />CHECKED: <br />DATE: <br />SCALE: <br />JOB #: <br />B.O. <br />E.N. <br />N.T.S. <br />24-24-456 <br />SHEET: <br />S5 <br />07/26/24 <br />1 2 3 <br />4 5 6 7 8 <br />9 10 11 <br />12 13 00 00 00NOT USED NOT USED NOT USED <br />SHEAR WALL AT NEW FOOTING <br />MIN 3" CLR. <br /> ALL AROUND 15" MIN <br />6 <br />5 <br />4 <br />8" <br /> <br />M <br />I <br />N <br />1 <br />3 <br />2 <br />7 <br />1 - SHEAR PANEL PER PLAN <br />2 - FINISHED GRADE <br />3 - 4" CONCRETE SLAB ON GRADE W/#4 @ 16" <br />O.C. EACH WAY AT BOTTOM <br />4 - TYPICAL SUB-GRADE, SEE DETAIL 3/- <br />5 - #4 DOWELS @ 16" O.C. <br />6 - (2) #4 BAR TOP & BOTTOM <br />7 - WALL FOOTING, MINIMUM 15"x24" <br />8 - ANCHOR BOLT PER SHEAR WALL SCHEDULE, <br />MIN @ 72" O.C. <br />9 - 2x STUD WALL <br />10 - 2x OR 3x P.T. SILL PLATE PER SHEAR <br />WALL SCHEDULE <br />11 - BOUNDARY NAIL <br />12 - HOLDOWN ANCHORAGE PER TABLE ON S2 <br />13 - HOLDOWN PER PLAN <br />8 <br />9 <br />1011 <br />MIN 3" CLR. <br /> ALL AROUND 15" MIN <br />6 <br />5 <br />4 <br />8" <br /> <br />M <br />I <br />N <br />1 <br />3 <br />2 <br />7 <br />13 <br />9 <br />1011 <br />24" <br />24" <br />24" <br />24"24 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />I <br />N <br />12 <br />MIN 3" CLR. <br /> ALL AROUND <br />6 <br />5 <br />4 <br />1 <br />3 <br />7 <br />1 - SHEAR PANEL PER PLAN WHER OCCURS <br />2 - FINISHED GRADE <br />3 - 4" CONCRETE SLAB ON GRADE W/#4 @ 16" <br />O.C. EACH WAY AT BOTTOM <br />4 - TYPICAL SUB-GRADE, SEE DETAIL 3/- <br />5 - #4 DOWELS @ 16" O.C. <br />6 - (2) #4 BAR TOP & BOTTOM <br />7 - WALL FOOTING, MINIMUM 15"x24" <br />8 - ANCHOR BOLT PER SHEAR WALL SCHEDULE, <br />MIN @ 72" O.C. <br />9 - 2x STUD WALL <br />10 - P.T. SILL PLATE PER SHEAR WALL SCHEDULE <br />11 - BOUNDARY NAIL <br />12 - SSTB24 W/ MIN. EMBEDMENT 20" <br />13 - HOLDOWN PER PLAN <br />8 <br />9 <br />1011 <br />24" <br />24" <br />MIN 3" CLR. <br /> ALL AROUND 15" MIN <br />6 <br />5 <br />4 <br />1 <br />3 <br />7 <br />9 <br />1011 <br />24" <br />24" <br />13 <br />12 <br />15" MIN <br />24 <br />" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />I <br />N <br />SHEAR WALL AT NEW FOOTING <br />5 <br />4 <br />2 <br />3 <br />1 <br />1 - (N) SLAB ON GRADE PER PLAN <br />2 - 2" SAND LAYER <br />3 - 10 MIL. VAPOR BARRIER IN DIRECT CONTACT W/ SLAB <br />4 - 4" SUB-BASE 1 2" OR LARGER AGGREGATE <br />5 - UNDISTURBED SOIL <br />TYPICAL SUB-GRADE <br />L=30xDIA. OF REBAR , 2'-0" MIN. <br />L L <br />L <br />TYP. <br />L <br />DOUBLE LAYER <br />L L <br />SINGLE LAYER <br />REINFORCING AT FOOTING INTERSECTIONS <br />1 - A35 (BOTTOM A35 IS NOT REQUIRED <br />WHERE COLUMN CAP IS USED PER PLAN) <br />2 - 2x SILL PLATE <br />3 - 3-8d TOE NAIL EACH SIDE <br />NOTE: USE A34 IN LIEU OF A35 WHERE <br /> OCCURS AT 2x4 STUD WALLS <br />1 <br />3 <br />12 <br />POST ON SILL PLATE <br />1 - (N) 2x STUD WALL <br />2 - 2x P.T. SILL PLATE <br />3 - (N) OR (E) SLAB ON GRADE (SEE NOTE) <br />4 - SIMPSON PINW-300 @ 16" O.C. TO BE <br />INSTALLED IN ACCORDANCE WITH ICC <br />ESR-2138 <br />NOTE: (FOR INFORMATION NOT SHOWN FOR <br />NEW SLAB ON GRADE AND SUB GRADE, SEE <br />DETAIL 1/-) <br />1 <br />23 <br />PARTITION WALL AT SLAB ON GRADE <br />4 <br />SHEAR TRANSFER <br />9 <br />5 <br />2 <br />3 <br />1 <br />4 <br />6 <br />8 <br />7 <br />1 - RAFTER PER PLAN. NOTCH RAFTER <br />TO PROVIDE FULL BEARING AT TOP <br />PLATE ( 1 1 2" MAX. NOTCH) <br />2 - 2x SOLID BLOCKING <br />3 - BOUNDARY FASTENERS <br />4 - (3) 16d TOENAILS PER BLOCK <br />5 - A35 PER SHEAR WALL SCHEDULE, <br />MIN AT 24" O.C. <br />6 - EAVE EXTENSION PER ARCH'L <br />7 - AS AN ALTERNATE, SIMPSON VPA2 <br />MAY BE USED IN LIEU OF NOTCH PER 1 <br />8 - 2x FASCIA W/ (3) 16d EACH <br />RAFTER <br />9 - CEILING JOIST PER PLAN, USE MIN <br />5-16d NAILS EACH RAFTER TO JOIST, <br />INSTALL FULL DEPTH 2x BLOCKING AT <br />48" O.C. <br />10 - ROOF SHEATHING PER PLAN <br />11 - SHEAR PANEL IF OCCURS <br />12 - CONNECT CEILING JOIST TO <br />RAFTER W/ MIN. (5) 16d NAILS <br />10 <br />11 <br />12 <br />PARTITION WALL FRAMING <br />1/2" <br />CLR. <br />1/2" <br />CLR. <br />PERPENDICULAR <br />1 <br />1 <br />1 - PLYWOOD WHERE OCCURS <br />2 - 2x BLOCKING @ 24" O.C. W/ (2) 16d NAILS <br />EACH END <br />3 - (E) OR (N) ROOF RAFTER OR CEILING JOIST OR <br />FLOOR JOIST <br />4 - SIMPSON STC MAX @ 24" O.C. <br />5 - 1x OVER 2x PLATE <br />6 - (N) 2x STUDS PARTITION WALL <br />7 - 2x FLAT BLOCKING @ 24" O.C. W/ (2) 16d NAIL <br />EACH END <br />NOTE: CEILING SHEATHING TO BE CONNECTED TO <br />WALL PLATE W/ DS CLIPS @ 16" O.C. & DO NOT <br />CONNECT THE CEILING SHEATHING TO FRAMING <br />WITHIN 16" OF WALL PLATE. <br />2 <br />3 <br />4 <br />3 <br />5 <br />6 <br />4 <br />5 <br />6 <br />1/4" <br />CLR. <br />PARALLEL <br />13 <br />7 <br />6 <br />4 <br />BEAM TO HEADER AT POST DETAIL <br />1 <br />2 <br />3 <br />4 <br />5 <br />1 - BEAM PER PLAN <br />2 - SIMPSON ECCQ FOR PSL BEAMS, <br />OTHERWISE SIMPSON BC4 MAY BE USED <br />3 - 4x POST TO MATCH BEAM WIDTH <br />4 - INVERTED SIMPSON PC4Z/PC6Z <br />5 - HEADER PER PLAN <br />* - CEILING JOISTS NOT SHOWN FOR <br />CLARITY <br />RIDGE BM TO HIP BM AT KING POST DETAIL <br />1 - RIDGE BEAM PER PLAN <br />2 - HIP BEAM PER PLAN <br />3 - SIMPSON PC4Z/EPC4Z AS REQ. <br />4 - 4x4 KING POST (U.N.O.) <br />5 - SIMPSON BC4/BC46 AS REQ. <br />6 - BEAM PER PLAN <br />7 - SIMPSON HHRC44 HANGER <br />* - SHEATHING AND ROOF RAFTERS <br />NOT SHOWN FOR CLARITY <br />1 <br />2 <br />3 <br />4 <br />5 <br />7 <br />6 <br />INTERIOR SHEAR WALL AT ROOF RAFTERS <br />A <br />A <br />12 <br />1 - LTP4 PER SHEAR WALL SCHEDULE <br />2 - SOLID 2x BLOCKING @ 48" O.C. W/ (3)16d <br />TOENAILS INTO ROOF RAFTER <br />3 - BOUNDARY FASTENERS <br />4 - ROOF SHEATHING PER PLAN <br />5 - ROOF RAFTER PER PLAN <br />6 - SHEAR PANEL PER PLAN <br />7 - 2x4 @ 16" O.C. STUD WALL <br />3 <br />SECTION A-A <br />1 <br />5 <br />3 <br />4 <br />6 <br />7 <br />2 <br />4 <br />5 <br />6 <br />1 - 2x RAFTER PER PLAN <br />2 - SOLID SINGLE 2x BLOCKING <br />3 - LTP4/A35 PER SHEAR WALL SHEDULE, FOR NON-SHEAR <br />WALL @ 32" O.C. MIN <br />4 - BOUNDARY FASTENERS <br />5 - ROOF SHEATHING PER PLAN <br />6 - CEILING JOIST PER PLAN W/ (10) 6d NAILS JOIST TO JOIST <br />7 - BOUNDARY FASTENERS PER SHEAR WALL SCHEDULE <br />8 - SHEAR PANEL PER PLAN <br />9 - INSTALL SIMPSON MST72 STRAP PER MANUFACTURER AT <br />EDGE POSTS <br />10 - USE 20d NAILS @ 6" O.C. @ SHEAR WALL 1 , USE SDS <br />SCREW PER SHEAR WALL SCHEDULE AT WALLS 2 3 4 INTO <br />BLOCKING <br />INTERIOR SHEAR WALL <br />1 <br />7 <br />10 <br />9 <br />3 <br />7 <br />66 <br />8 <br />1 <br />5 <br />4 <br />7 <br />2 <br />3 <br />DRAG/STRAP CONNECTION DETAIL <br />1 - RAFTER PER PLAN <br />2 - EDGE NAILING PER PLAN INTO ROOF RAFTER <br />3 - DBL 2x TOP PLATE <br />4 - SKEWED AND SLOPED HU-TYPE HANGER <br />5 - STRAP PER PLAN <br />6 - ROOF SHEATHING PER PLAN <br />7 - STUD WALL W/ 2x STUDS @ 16" O.C. <br />8 - HIP BEAM PER PLAN <br />9 - HOLDOWN POST WHERE OCCURS <br />10- 2x ROOF RAFTER IN LINE W/ 2x STUD WALL <br />NOTE: FOR INFORMATION NOT SHOWN SEE DETAIL 7/- & 10/- <br />10 <br />2 <br />3 <br />8 <br />1 2 <br />6 <br />9 <br />7 <br />4 <br />5 <br />1506 E Clemensen Ave & <br />#212/12/2024