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1 2 3 <br />A <br />B <br />C <br />D <br />4 5 6 <br />4' <br /> <br />- <br /> <br />1 <br /> <br />7 <br />/ <br />8 <br />" <br /> <br />1 <br />6 <br />' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />1 <br />2 <br />' <br /> <br />- <br /> <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />33 <br />' <br /> <br />- <br /> <br />6 <br /> <br />7 <br />/ <br />8 <br />" <br />7 <br />65' - 7 3/4" <br />5' - 0 3/4" 15' - 9" 13' - 8 1/4" 10' - 9 3/4" 14' - 2 1/2" 6' - 1 1/2" <br />(E <br />) <br /> <br />F <br />L <br />O <br />O <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />S <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />( <br />V <br />I <br />F <br />) <br />(E <br />) <br /> <br />F <br />L <br />O <br />O <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />S <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />( <br />V <br />I <br />F <br />) <br />02-S201 <br />2 <br />16 <br />02-S301 <br />1 2 3 <br />A <br />B <br />C <br />D <br />4 5 6 7 <br />11' - 9"T.O.P = <br />(E <br />) <br /> <br />R <br />O <br />O <br />F <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />R <br />O <br />O <br />F <br /> <br />J <br />O <br />I <br />S <br />T <br />(E) PLYWOOD <br />SHT'G (VIF) <br />11' - 2 3/4" <br />02-S201 <br />4 <br />16 <br />02-S301 <br />1 2 3 <br />B <br />C <br />5' - 0 3/4" 15' - 9" <br />(E) OPN'G <br />& STEPS <br />DOWN TO <br />@ BASEMENT <br />(N) 4" THK SLAB <br />ON GRADE <br />W/ #4 @18"O.C. E.W. <br />O/ 15 MIL VAPOR BARRIER <br />O/ 4" LAYER OF 3/4" GRAVEL <br />9 <br />02-S301 <br />2-2X6 <br />POST <br />6X6 <br />POST <br />1 <br />02-S301 <br />1 <br />02-S301 <br />5 <br />02-S301 <br />(N)(E) <br />CONSTRUCTIONCONSTRUCTION <br /> <br />(N)(E) <br />CONSTRUCTIONCONSTRUCTION <br /> <br />(E) ROOF <br />FRM'G <br />(E <br />) <br /> <br />R <br />O <br />O <br />F <br />FR <br />M <br />' <br />G <br />7 <br />02-S301 <br />TYP <br /> 18" <br />2 <br />02-S301 <br /> 18" <br />18 " <br />L= <br />4 <br />' <br /> <br />- <br /> <br />9 <br />" <br />L=3' - 3" <br />C <br />C 1 <br />02-S301 <br />TYP <br />8 <br />02-S301 <br />HDU2 <br />W/ 4x POST <br />7" <br />7" <br />7" <br />7" <br />7" <br />HDU2 <br />W/ 4x POST <br />7" <br />8" <br />7" <br />HDU2 <br />W/ 4x POST <br />7" <br />8" <br />FOR WIDENED <br />FOOTING AT <br />HOLDOWN <br />SEE <br />DET 3 <br />02-S301 <br />HDU2 <br />W/ 4x POST <br />FOR NEW WALL/FOOTING TO <br />EXISTING WALL/FOOTING <br />SEE DET. 14&15/02-S301 <br />TYP. <br />L=5' - 0" <br />C7" <br />DTT2Z <br />@6x6 POST <br />(E <br />) <br /> <br />P <br />L <br />A <br />S <br />T <br />E <br />R <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br />HDU2 <br />W/ 4x POST <br />PER <br />DET <br />HDU2 <br />W/ 4x POST <br />PER <br />DET <br />B <br />10 <br />02-S301 <br />10 <br />02-S301 <br />L= <br />8 <br />' <br /> <br />- <br /> <br />0 <br />" <br />FOR NEW WALL/FOOTING TO <br />EXISTING WALL/FOOTING <br />SEE DET. 14&15/02-S301 <br />TYP. <br />(E) 18" FTG <br />V.I.F. <br />4'-10" <br />02-S401 <br />13 <br />1 2 3 <br />B <br />C <br />6x10 <br />HDR <br />6x10 <br />HDR <br />6x <br />1 <br />0 <br />HD <br />R <br />(E) ROOF FRM'G <br />(E <br />) <br /> <br />R <br />O <br />O <br />F <br /> <br />F <br />R <br />M <br />' <br />G <br />@ <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br />11' - 9"T.O.P = <br />(N)(E) <br />CONSTRUCTION <br /> <br />1 <br />02-S401 <br />2 <br />02-S401 <br />3 <br />02-S401TYP <br />4 <br />02-S401 <br />MSTA 49 <br />(E) STUD WALL TO <br />(N) STUD WALL <br />PROVIDE 3XBLK'G @STRAP <br />6 <br />02-S401 <br />TYP <br />POST @HDR <br />(2 PLACES) <br />2 <br />02-S401 <br />MSTA 49 <br />(E) STUD WALL TO <br />(N) STUD WALL <br />PROVIDE <br />3XBLK'G @STRAP <br />2X <br />1 <br />0 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />/ <br />C <br />SL <br />O <br />P <br />E <br /> <br />D <br />O <br />W <br />N <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />ROOF SHT'G: <br />1/2" THK STRUCT I PLYWOOD <br />(BLOCK ALL PLYWOOD EDGES <br />W/ 10d @ 6, 6, 12 (BN, EN, FN)) <br />SEE <br />DET 4 <br />02-S102 <br />NOTES: <br />1. FOR GENERAL NOTES, SEE S000 SERIES. <br />2. FOR TYPICAL DETAILS, SEE S100 SERIES. <br />3. USE 15 MIL MOISTURE BARRIER @ MIDDLE OF 6" SAND LAYER. <br />4. DENOTES SHEAR WALL <br />SEE TYP DRAWINGS FOR SHEARWALL INFORMAITON <br />5. DENOTES BEARING / SHEARWALL, SEE 9/02-S102. <br />ALL OTHER WALLS ARE NON-BEARING WALL. <br />SEE ARCHT'L PLAN FOR EXACT USE & LOCATION. <br />REGISTERED PROF ESS IONAL <br />ENGINEERNo. <br />Exp.9/30/26 <br />S4029 <br />YOUNG-K E UN NAM <br />STATE OF CAL IFORNIA <br />ST R U C T U R AL <br />E N G I N E E R S I N CV C A <br />2401 E Katella Ave. #430 <br />Anaheim, CA 92806 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No. F482 <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />12 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />5 <br />: <br />1 <br />5 <br />: <br />5 <br />6 <br /> <br />P <br />M <br /> <br />O <br />: <br />\ <br />V <br /> <br />& <br /> <br />Y <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />\ <br />V <br /> <br />& <br /> <br />Y <br /> <br />P <br />r <br />o <br />j <br />e <br />ct <br />s <br />\ <br />F <br />4 <br />8 <br />2 <br /> <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />R <br />e <br />m <br />o <br />d <br />e <br />l <br /> <br />f <br />o <br />r <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br />\ <br />D <br />r <br />a <br />wi <br />n <br />g <br />s <br />\ <br />R <br />e <br />v <br />i <br />t <br />\ <br />C <br />e <br />n <br />t <br />r <br />a <br />l <br />\ <br />S <br />- <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />2 <br />2 <br />. <br />r <br />v <br />t <br />LT201801 <br />02 <br />- <br />S <br />2 <br />0 <br />1 <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />R <br />O <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />NG <br /> <br />P <br />L <br />A <br />N <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Alex.N <br />Alex.Q <br />02-S201 <br />FOUNDATION & <br />ROOF FRAMING PLAN <br />04/21/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0"3 ROOF FRAMING PLAN TR <br />U <br />E <br />NO <br />R <br />T <br />H <br />TR <br />U <br />E <br />NO <br />R <br />T <br />H <br />TR <br />U <br />E <br />NO <br />R <br />T <br />H <br />TR <br />U <br />E <br />NO <br />R <br />T <br />H <br />SCALE: 3/8" = 1'-0"2 ENLARGED FOUNDATION PLAN <br />SCALE: 3/8" = 1'-0"4 ENLRAGED ROOF FRAMING PLAN