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DATE:11/14/2024 <br />JOB NO: MLB24-1210 <br />DESIGNED BY: HK <br />CHECKED BY: GB <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />RE <br />V <br />BY <br />1 3 4 5 <br />- <br />2 <br />- <br />- <br />MLB CONSULTING AND <br />ENGINEERING, INC <br />7918 FOOTHILL BLVD <br />SUNLAND, CA 91040 <br />(818) 521-6342 <br />INFO@MLBENGINEERING.ORG <br />4703 W McFadden <br />Ave Santa Ana, CA <br />92704 <br />S-0.51 <br />RO <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />E.N. <br />E.N. <br />A35 PER S.W. <br />SCHED. <br />JOIST PER <br />PLAN <br />RAFTER PER <br />PLAN <br />2x BLKING <br />PLYWOOD SHEATHING <br />PER PLAN <br />SHEAR WALL <br />PER PLAN <br />DBL TOP PLATES <br />(5) -10d NAILS <br />@ EA. LAP <br />1 SCALE:1"=1'-0" <br />TYPICAL SHEAR TRANSFER 4 SCALE:1"=1'-0" <br />TYPICAL SHEAR TRANSFER <br />2 SCALE:1"=1'-0" <br />E.N. <br />E.N. <br />A35 PER S.W. <br />SCHED. <br />RAFTER PER <br />PLAN <br />2x BLKING <br />PLYWOOD SHEATHING <br />PER PLAN <br />SHEAR WALL <br />PER PLAN <br />DBL TOP PLATES <br />TYPICAL SHEAR TRANSFER <br />STRAP OVER <br />HIP/RIDGE <br />PLYWOOD <br />SHEATHING PER <br />PLAN <br />HIP/VALLEY <br />BOARD PER <br />PLAN <br />RAFTER PER <br />PLAN <br />SIMPSON <br />U-HANGER <br />(N) 2X4 @ 16" OC <br />CRIPPLE WALL AND <br />DOUBLE TOP <br />PLATES CONT. <br />UNDER HIP <br />C.J. PER PLAN <br />2x BLKG. <br />STRAP OVER <br />HIP/RIDGE <br />PLYWOOD <br />SHEATHING PER <br />PLAN <br />HIP/VALLEY <br />BOARD PER <br />PLAN <br />RAFTER PER <br />PLAN <br />SIMPSON <br />U-HANGER <br />2x SLEEPER <br />MST 48 @ 48" O.C. <br />RAFTER PER <br />PLAN <br />PLYWOOD SHEATHING <br />PER PLAN <br />STRAP OVER <br />HIP/RIDGE <br />PLYWOOD SHEATHING <br />PER PLAN <br />HIP/VALLEY <br />PER PLAN <br />RAFTER PER PLAN <br />SIMPSON <br />U-HANGER <br />(N) 2X4 @ 16" OC <br />CRIPPLE WALL AND <br />DOUBLE TOP <br />PLATES CONT. <br />UNDER HIP <br />C.J. PER PLAN <br />2x BLKG. <br />3 SCALE:1"=1'-0" <br />5 SCALE:1"=1'-0"6 SCALE:1"=1'-0"7 SCALE:1"=1'-0" <br />TYPICAL SHEAR TRANSFER 8 SCALE:1"=1'-0" <br />TYPICAL SHEAR TRANSFER <br />9 SCALE:1"=1'-0"10 SCALE:1"=1'-0"11 SCALE:1"=1'-0" <br />TYPICAL SHEAR TRANSFER <br />E.N.E.N. <br />E.N.E.N. <br />SIMPSON U-HANGER <br />ST22 @ 32" O.C. <br />PLYWOOD SHEATHING <br />PER PLAN <br />RAFTER PER PLAN <br />BEAM PER PLAN <br />MIN (3)- 16d TOE NAILS <br />@ EA. RAFTER <br />RAFTER PER PLAN <br />RIDGE BOARD PER <br />PLAN <br />ST22 @ 32" O.C.PLYWOOD SHEATHING <br />PER PLAN JOIST WHERE THEY <br />OCCUR <br />F.N. <br />F.N. <br />E.N. <br />F.N.F.N.F.N. <br />2x JOIST BLKING <br />@ 48" O.C.PLYWOOD SHEATHING <br />PER PLAN <br />RAFTER PER <br />PLAN <br />SIMPSON A35 <br />PER S.W. SCHED <br />RAFTER PER <br />PLAN <br />NOTCH RAFTER AS <br />NEEDED TO FIT 2x SILL <br />2X SILL W/ SDS LAGS <br />PER S.W. SCHED <br />CONT. SHEATHING <br />PER PLAN <br />SIMPSON LTP4 <br />PER S.W. SCHED <br />JOIST PER <br />PLAN <br />(5) -10d NAILS <br />@ EA. LAP SHEAR WALL <br />PER PLAN <br />END JOIST W/(3)-16d <br />NAILS @ 32" O.C. <br />E.N. E.N. <br />SIMPSON U-HANGER <br />ST22 @ 32" O.C. <br />PLYWOOD SHEATHING <br />PER PLAN <br />RAFTER PER PLAN <br />RIDGE PER PLAN <br />SIMPSON LTP4 @ 16" <br />OC <br />(N) 2X4 @ 16" OC <br />CRIPPLE WALL AND <br />DOUBLE TOP PLATES <br />CONT. UNDER HIP <br />JOISTS PER PLAN <br />2x BLKING <br />TYPICAL SHEAR TRANSFER <br />HIP BOARD PER PLAN <br />SIMPSON HRC22 W/ <br />CUSTOM CUT TO <br />MATCH ROOF SLOPE <br />RIDGE BOARD PER <br />PLAN <br />HIP BEAM <br />SIMPSON HCP <br />DOUBLE PLATE <br />POST PER PLAN <br />WHERE OCUURS <br />TYPICAL SHEAR TRANSFER <br />RIDGE BOARD PER <br />PLAN <br />HIP BOARD PER PLAN <br />VALLEY BOARD <br />PER PLAN <br />SIMPSON HHRC W/ <br />CUSTOM CUT TO <br />MATCH ROOF SLOPE <br />TYPICAL SHEAR TRANSFER <br />TYPICAL SHEAR TRANSFER <br />SHEAR WALL PER PLAN <br />6X6 DF-L NO.2 <br />COLUMN <br />DOUBLE TOP <br />PLATES <br />ROOF RAFTERS <br />PER PLAN <br />CMST14 STRAPFLOOR SHEATHING PER <br />S-0.2 <br />ROOF RAFTERS PER PLAN <br />2X BLOCKING <br />BEYOND <br />A35@ 16" OC <br />TYPICAL SHEAR TRANSFER <br />A35 PER S.W. <br />SCHED.