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1 W <br />SCALE:NTS. <br />OPNG. IN ROOF OR FLOOR W2 <br />SCALE:NTS. <br />SCALE:NTS. <br />3 W <br />5 <br />SCALE:NTS. <br />HIP TO KING POST CONNECTION <br />FILLER <br />SIMPSON MTS12 STRAP <br />AT EA. SIDE OF BEAM <br />HIP BEAM PER PLAN <br />POST PER PLAN <br />SIMPSON MTS STRAP <br />SHEATHING PER PLAN <br />W <br />SHEAR TRANSFER AT ROOF <br />SCALE:NTS. <br />W7 <br />6 <br />SCALE:NTS. <br />WSHEAR TRANSFER AT ROOF TO INTERIOR SHEAR WALL <br />2x BLK'G @ 48" O.C. <br />2 BAYS (TYP.) <br />ROOF RAFTER PER PLAN <br />A35 PER SHEAR <br />WALL SCHED. <br />2xBLK'G @48" O.C <br /> 2 BAYS(TYP.) <br />SHEAR WALL <br />PER PLAN <br />2xBLK'G @48" O.C. <br /> 2 BAYS(TYP.) <br />SIMPSON A35 <br />2x STUD WALL <br />PER PLAN <br />CEILING JOIST PER PLAN <br /> SHEAR WALL PER PLAN <br />DBL. 2x TOP PLATE <br />ROOF SHEATHING PER PLAN <br />B.N. <br />2x RIM JOIST <br />SIMPSON LTP4 <br />DBL. 2x TOP PLATECEILING JOIST <br />PER PLAN A35 PER SHEAR <br />WALL SCHED. <br />SILL PLATE PER SHEAR <br />WALL SCHED. <br /> E.N <br /> E.N <br /> E.N <br />2x STUD WALL <br />PER PLAN <br />RIDGE BOARD CONNE.9 W <br />SCALE:NTS. <br />BEAM PER PLAN <br />BC COLUMN CAP <br />RIDGE BEAM PER PLAN <br />ROOF RAFTER PER PLAN <br />SHT'G PER PLAN <br />HANGER PER PLAN <br />HHRC CONNECTION <br />HIP BEAM PER PLAN <br />BC COLUMN CAP <br />CONNECTION OF KING POST ON BEAM <br />SIMPSON <br />HANGER <br />SIMPSON HHRC SIMPSON BC <br />SIMPSON MSTA24 <br />@EACH RAFTER <br />SIMPSON BC <br />SCALE:NTS. <br />WFLAT SLEEPER DETAIL4 <br />SHEATHING EDGE AT BOTTOM PLATE <br />(SINGLE ROW AND DOUBLE ROW OF FASTENERS) <br />3 4" <br />SPACING <br />SINGLE ROW OF FASTENERS <br />SPACING <br />3 4" <br />SHEATHING EDGE AT TOP PLATE <br />(SINGLE ROW AND DOUBLE ROW OF FASTENERS) <br />SINGLE ROW OF FASTENERS <br />DOUBLE ROW OF FASTENERS <br />1 2" <br />1 2" <br />SPACING <br />SPACING <br />DOUBLE ROW OF FASTENERS <br />1 2" <br />1 2" <br />SPACING <br />SPACING DOUBLE ROW OF FASTENERS SINGLE ROW OF FASTENERS <br />1 2" <br />1 2" <br />SPACING <br />SPACING <br />SPACING <br />3 4" <br />SPACING <br /> (FOR SHEAR WALL DESIGN) <br />3 4"A <br />- <br />SECTION A <br />3 4" <br />SPACING <br />(SINGLE ROW SHOWN) <br />PANEL EDGE <br />PANEL EDGE <br />PANEL EDGE <br />PANEL EDGE <br />BLOCKING, SAME <br />SPECIES AS TOP <br />AND BOTTOM PLATES <br />(2xFLATWISE SHOWN) <br />INCREASE STUD <br />NAILING FOR UPLIFT <br />(EACH SIDE OF <br />HORIZONTAL JOINT) <br />INCREASE STUD <br />NAILING FOR UPLIFT <br />(EACH SIDE OF <br />HORIZONTAL JOINT) <br />PANEL EDGE PANEL EDGE <br />PANEL EDGE PANEL EDGE <br />SHEATHING <br />SPLICE PLATE <br />PANEL EDGE <br />SHEATHING <br />SPLICE PLATE <br />2x FLAT WISE <br />BLOCKING <br />SHEATHING SPLICE <br />PLATE, SAME <br />THICK. AND <br />FACE GRAIN <br />ORIENTATION AS <br />SHEATHING <br />PANEL ATTACHMENT PANEL SPLICE OCCURRING OVER HORIZONTAL FRAMING MEMBER <br />PANEL SPLICE OCCURRING ACROSS STUDS SHEATHING SPLICE PLATE (ALTERNATE DETAIL) <br />SHEAR PANEL ATTACHMENT AND SPLICE <br />W'≥MAX. <br />(WIDTH, <br />HEIGHT, 12'') <br />NOTES: <br />OPENINGS IN HOR. DIAPHRAGMS IN SEISMIC DESIGN CATEGORIES B, C, D AND E W/ A <br />DIMENSION THAT IS GREATER THAN 4 FT (1219 MM) SHALL BE CONSTRUCTED W/ METAL TIES <br />AND BLK'G IN ACCORDANCE W/ THIS SECTION. <br />METAL TIES SHALL BE NOT LESS THAN 0.058" [1.47 MM (16 GALV. GAGE)] IN THICK. BY 1 1/2" <br />(38 MM) IN WIDTH AND SHALL HAVE A YIELD STRESS NOT LESS THAN 33,000 PSI (227 MPA). <br />BLK'G SHALL EXTEND NOT LESS THAN THE DIMENSION OF THE OPNG. IN THE DIRECTION OF <br />THE TIE AND BLK'G. TIES SHALL BE ATTACHED TO BLK'G IN ACCORDANCE W/ THE <br />MANUFACTURER'S INSTRUCTIONS BUT W/ NOT LESS THAN EIGHT 16d COMMON NAILS ON EA. <br />SIDE OF THE HEADER-JOIST INTERSECTION. <br />FLOOR OPENING <br />w, 48" MAX. <br />24 <br />" <br /> <br />M <br />A <br />X <br />. <br />TIE AND BLK'G EQ. TO THE <br />DIMENSION OF OPNG. <br />4x BLK'G AT STRAP <br />LOCATION (TYP.) <br />JOISTS OR RAFTERS <br />TIE AND BLK'G EQ. TO THE <br />DIMENSION OF OPNG. <br />HANGER PER PLAN <br />CONT. CS14 STRAP W/ BLK'G <br />MIN. W/2 BEYOND OPNG. <br />DOUBLE CONT. ROOF <br />RAFTER W/ E.N.W' <br />W' <br />SIMPSON HOLDOWNSIMPSON A35SIMPSON MSTA SIMPSON H2.5A <br />E.N. <br />ROOF RAFTER <br />SHEATHING <br />PER PLAN <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />(2) 2x BLK'G <br />MIN. <br />SEE <br />SHEAR WALL <br />PER ROOF <br />PLAN <br />STRAP PER PLAN <br />HOLDOWN <br />PER PLAN <br />TOP <br />PLATE <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL <br />SCHED. <br />NOTE: <br />FOR MORE CONNE. SEE DETAIL 1/S1.01 <br />SHEAR WALL BTWN. CEILING W <br />SCALE:NTS. <br />A35 @ UNO ON <br />SHEAR WALL <br />SCHEDULE <br />8 <br />DOUBLE JOIST 2x BLOCKING(2 BAYS) <br />@ 48" O.C. W/ (3)16d EACH END <br />ROOF RAFTER <br />PER PLAN <br />SIMPSON A35 @ 16"O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />CEILING JOIST <br />PER PLAN <br />ROOF SHEATHING <br />PER PLAN <br />2x CANTILEVERED <br />JOIST PERPENDICULAR <br />TO ROOF RAFTER @ <br />16"O.C. W/ (3)-40d NAILING <br />2x SOLID BLOCKING <br />W/ SIMPSON A35 @ 16" O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />E.N <br />B.N <br />LESSER OF <br />("L" OR 2'-0")L" <br />2x BLK'G @48" O.C. <br />(2 BAYS) <br />4x BLK'G <br />DBL. 2x TOP PLATE <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHEAR WALL <br />PER PLAN <br />2x RIM <br />2x LEDGER <br />W/(2) SDWS22400DB EA. STUD <br />E.N <br />16d @ 4" O.C. <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />A34 W/SCREW <br />ROOF RAFTER PER PLAN <br />USE 3-10d TOENAIL FOR <br />RAFTER TO RIDGE CONNECTION <br />RIDGE BOARD <br />PER PLAN <br />FILLER <br />B.N. <br />SIMPSON MSTA24 <br />@EA. RAFTER <br />ROOF SHEATHING PER PLAN <br />SIMPSON A35 <br />ROOF SHEATHING <br />A35 CLIP @EACH JOIST <br />3-16d @EACH RAFTER <br />FLAT SLEEPER PER PLAN <br />2X BLK'G@16" O.C. <br />ROOF RAFTER PER PLAN <br />ROOF SHT'G PER PLAN <br />(2)A35 CLIP @ EACH JOIST <br />3-16d FOR EACH FLAT SLEEPER <br />@EACH RAFTER <br />DOUBLE FLAT SLEEPER <br />PER PLAN <br />ROOF RAFTER <br />PER PLAN <br />ROOF SHT'G PER PLAN <br />ROOF RAFTER/ <br />TRUSS PER PLAN <br />ROOF SHEATHING <br />PER PLAN <br />ROOF RAFTER/TRUSS PER PLAN 2X BLK'G@16" O.C. <br />B.N. <br />B.N. <br />SIMPSON MSTA <br /> (OPTION 1) <br />SIMPSON A34 <br />W/SCREW <br />DOUBLE JOIST <br />2x BLOCKING <br />(2 BAYS) @ <br />48" O.C. W/ <br />(3)16d EACH END <br />ROOF RAFTER <br />PER PLAN <br />SIMPSON A35 @ 16"O.C. <br />U.N.O. SEE SHEAR WALL SCHEDULE <br />2x CANTILEVERED <br />JOIST PERPENDICULAR <br />TO ROOF RAFTER @ <br />16"O.C. W/ (3)-40d NAILING <br />2x SOLID BLOCKING <br />W/ SIMPSON A35 @ 16" O.C. <br />U.N.O. SEE SHEAR WALL <br />SCHEDULE <br />E.N <br />B.N <br />LESSER OF <br />("L" OR 2'-0")L" <br />DBL. 2x TOP PLATE <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHEAR WALL PER PLAN <br />2x RIM <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />CEILING JOIST <br />PER PLAN <br />2x 4 @ 48" O.C. <br />(3)10d NAILS <br />SILL PLATE PER SHEAR <br />WALL SCHED. <br />DBL. 2x TOP PLATE <br />A35 PER SHEAR <br />WALL SCHED. <br />2x BLK'G @48" O.C. <br />(2 BAYS) <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />PLYWD. JOINT W/ 1/2" GAP <br />ROOF SHEATHING <br />PER PLAN <br />E.N <br />E.N <br /> (OPTION 2) <br />DATE: <br />P.M.: <br />DRAWN BY: <br />JOB NO.: <br />30211 Avenida de las Banderas, Suite 200, Rancho Santa <br />Margarita, California, 92688 <br />909-257-7040 WWW.BNDESIGNBUILDINC.COM <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN <br />DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK <br />EXCEPT BY AGREEMENT WITH BN DESIGN BUILD. <br />D E SI GN <br />B U I L D <br />CNI <br />UNIT 2, 606 S VAN <br />NESS AVE, <br />SANTA ANA, <br />CA 92701 <br />ACCESSORY <br /> DWELLING <br /> UNIT <br />REV DATE REMARKS <br />M.A. <br />ISSUED FOR PERMIT12.17.20240 <br />07.13.2025 <br />20241149 <br />ISSUED PER CITY PERMIT07.13.20251 <br />S1.22 <br />TYPICAL WOOD DETAILS <br />07/15/2025 <br />EXP. 06-30-2026