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SIMPSON A35 <br />CALIFORNIA ROOF RAFTER <br />PER PLAN <br />CEILING JOIST <br />PER PLAN <br />2x BLK'G <br />W/2 ROWS OF <br />SDWS22400DB @12" O.C. <br />2x BLK'G @48" O.C. <br />(2)ROWS <br />BEAM PER <br />PLAN <br />ROOF RAFTERS <br />PER PLAN <br />BEAM PER PLAN <br />B.N <br />16d@ 4" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />CEILING JOIST <br />PER PLAN <br />CEILING JOIST <br />PER PLAN <br />HANGER <br />PER PLAN <br />ROOF SHEATHING <br />PER PLAN <br />SHEAR TRANSFER AT CALIFORNIA ROOF TO DRAG BEAM C <br />SCALE:NTS. <br />1 <br />C <br />SCALE:NTS. <br />3 SHEAR TRANSFER AT ROOF <br />SIMPSON H2.5ASIMPSON A35 <br />A35 EACH BLOCK U.O.N. <br />PER SHEAR WALL SCHEDULE <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />MI <br />N <br />. <br /> <br />6 <br />" <br />B.N. <br />ROOF SHT'G PER PLAN <br />ROOF RAFTER PER PLAN <br />1/2 EXT. SHEATHING <br />W/10d @6" EN. <br />2xRIM <br />2xBLK'G <br />STRAP PER PLAN <br />E.N <br />E.N <br />2x LEDGER W/16d@4" <br />2x BLK'G @16" O.C. <br />BEAM PER PLAN <br />HANGER PER PLAN <br />7-16d EACH ENDS <br />ROOF SHEATHING PER PLAN <br />RAFTER PER PLAN <br />SHEAR WALL PER PLAN <br />A35 EACH BLOCK U.O.N. <br />PER SHEAR WALL SCHEDULE <br />(N) H2.5A INSTALLED AT 48" O.C. (OR <br />AT PLYWOOD EDGE JOINTS) <br />CEILING JOIST PER PLAN <br />2x BLK'G @ 48" O.C. 2 BAYS <br />ROOF RAFTER PER PLAN <br />SHEATHING PER PLAN <br />SHEAR WALL PER PLAN2x4@16" CRIPPLE WALL <br />E.N <br />B.N. <br />(N)2xBLK'G @48" O.C. <br />2 BAYS <br />CEILING JOIST <br />PER PLAN <br />3x SLOPED BOT,SILL PLATE <br />DBL. TOP PLATE <br />DBL. 2x TOP PLATE <br />(N)E.N <br />2xRIM B.N <br />2xLEDGER <br />W/16d@6" O.C. <br />2x BLK'G @ 48" O.C. 2 BAYS <br />E.N <br />(7)16d MIN. COMMON <br />NAILS EA. END <br />LTP4 PER SHEAR WALL SCHED. <br />C2SCALE:NTS. <br />SHEAR TRANSFER AT CALIFORNIA ROOF FRAMING <br />SIMPSON A35 <br />SIMPSON H2.5A <br />2xBLK'G @48" O.C <br />2 BAYS(TYP.) <br />2xBLK'G @48" O.C. <br /> 2 BAYS(TYP.) <br />CEILING JOIST PER PLAN <br />CEILING JOIST PER PLAN <br />BEAM PER PLAN <br />C <br />SCALE:NTS. <br />4 CEILING JOIST PARALLEL TO BEAM <br />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 />ISSUED PER CITY PERMIT09.28.20252 <br />S4.01 <br />SPECIFIC DETAILS <br />09/28/2025 <br />EXP. 06-30-2026