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WALLS WITH OPENINGS <br />4'-0" AND ALL INTERIOR <br />OPENINGS WIDER THAN <br />EXTERIOR WALLS WITH <br />PROVIDE SIMPSON 'A-35' <br />2X CRIPPLES @ 16" O/C <br />(1) STUD @ INTERIOR WALLS, (2) <br />STUDS @ EXTERIOR WALLS <br />16d @ 12"O/C <br />FIRE BLK'G. AT CEILING <br />(8'-0" MAX.) <br />ANGLE CLIP TOP & BOTTOM <br />AT DOUBLE STUDS <br /> 4X HEADER PER PLAN <br />2-2X STUDS OR 4X <br />WIDER THAN 8'-0" <br />ANGLE CLIPS AT ALL <br />3-16d TO HEADER <br />SPLICE AS REQ'D. <br />2-2X PLATES <br />16" O.C. <br />2-2X STUDS <br />SIMPSON A35 @ <br />OPPOSITE CORNERS <br />MULTI STUDS <br />4X POST OR <br />2X STUD @ <br />4-SIMPSON H2.5 <br />ANCHORS AT POST <br />2-2X TOP <br />PLATES <br />TOP, TYP. <br />RIDGE BOARD <br />PER BEAM 2X RAFTER PER PLAN <br />2XBLOCKING <br />2XNAILER <br />(N) BEAM <br />PER PLAN <br />OR HEADER <br />(N) 4X4 <br />KING POST <br />SIMO. "CC" <br />COLUMN CAP <br />INVERTED SIMP. <br />"CC" COLUMN CAP <br />DETAIL A (N) 4X4 <br />KING POST FROM 1ST FLOOR. <br />SIMO. "CC" <br />COLUMN CAP <br />DETAIL B <br />BEAM PER PLAN <br />BEAM PER PLAN <br />D <br />2X BLKG <br />@ CEILING <br />12d TOENAIL <br />2X CONT. <br />(2)16d <br />D+2" <br />FLOOR OR ROOF <br />2X F.J. OR <br />R.R. <br />D STUD AT <br />SLOPING JOIST <br />(2)16d EA. STUD <br />2X BLKG <br />@ CEILING <br />10d TOENAILS <br />D+2" <br />FLOOR OR ROOF <br />C OF RIDGEL <br />SIMPSON MSTI 36 <br />@ 4'-0" O.C. <br />RAFTER AS <br />SIMPSON "HUS" <br />JOIST HANGER <br />PLYWD. SHEATHING <br />RIDGE BEAM <br />PLYWD. SHEATHING <br />RAFTER AS <br />1'-0" <br />5-16d NAILS <br />CON'T G.I.TRIM <br />2X K.D. FASCIA BD. <br />WALL INSUL. PER T24 PLYWOOD SHEATHING <br />(SHEAR WALL) PER PLAN <br />1/2" THK. GYPSUM <br />BD. ON 2X6 STUDS <br />@ 24" 0.C., TYP. <br />SIMP. A35 @ 16" <br />0.C., TYP. <br />2X SOLID BLOCKING. <br />2-2X TOP <br />PLATE <br />16d TOE NAILS @ 6" O.C. <br />BDRY NAILS <br />1/2" THK. GYP. BD. <br />ON 2X CEIL. JOIST <br />2X ROOF RAFTERS PER PLAN <br />PLYWOOD SHEATHING PER PLAN <br />ROOF <br />INSUL. <br />PER T24 <br />NOTE: HIGH <br />PERFORMANCE <br />ROOF PER 24 <br />AS PER <br />PLAN <br />#4 @ 16" O.C.E.W. <br />4" THK. SLAB <br />24 <br />" <br />MI <br />N <br />I <br />M <br />U <br />M <br />4" <br /> <br />C <br />O <br />V <br />E <br />R <br />TY <br />P <br />. <br />E.N. <br />TREATED SILL <br />(N) SLAB ON GRADE <br />8" <br />MI <br />N <br />. <br />#4 @ 16"O.C.1' <br />2' <br />24 <br />' <br />' <br /> <br />M <br />I <br />N <br />. <br />TWO-LAYERS OF <br />GRADE D PAPER <br />SHALL BE APPLIED <br />OVER ALL WOOD <br />BASE SHEATHING. <br />DIRECTION OF <br />SURFACE WATER <br />DRAINAGE <br />(TYPICAL) <br />26 G.A. WEEP <br />SCREED 4'' FROM <br />DIRT AND 2'' TO <br />PAVED. <br />(N) 4'' THK. <br />CONCRETE SLAB <br />W/ # 4 REBARS @ 16'' <br />O.C.E.W.; OVER 6-MIL <br />MOISTURE BARRIER <br />OVER 4" OF 1/2" <br />CLEAN AGGREGATE <br />OVER 90% RELATIVE <br />COMPACTION. <br />2-#4 CONTINUOUS <br />BARS AT TOP AND <br />BOTTOM <br />POLYETHYLENE VAPOR <br />BARRIER EXTENDED <br />UNDER GRADE BEAM <br />WHERE IT ALSO ACTS <br />AS A CAPILLARY BREAK <br />#5 CONT. <br />NOTE: <br />1.F'c= 2, 500 PSI <br />2.Fy= 60, 000 PSI <br />NEW FOUNDATION <br />EXISTING FOUNDATION <br />12 8 <br />3" <br /> <br />C <br />L <br />E <br />A <br />R <br />CUT, CLEAN AND FILL IT <br />WITH SIMPS. SET XP EPOXY <br />2#4 T&B <br />6" <br />MI <br />N <br />4" <br />"3/8" THK. CDX EXTERIOR PLYWOOD. <br />(MATCH EXISTING EXTERIOR FINISH) <br />"7/8" THK. EXTERIOR PLASTER OVER <br />MIN. 15# BUILIDNG PAPER OVER <br />BUILDING PAPER OVER METAL LATH <br />PROVIDE R-13 MINIMUM WALL <br />INSULATION, UNLESS NOTED ON <br />TITLE 24 CALCULATIONS <br />GALVANIZED IRON SILL PLATE, <br />TYPICAL AT GROUND LEVEL <br />SLAB ON GRADE WITH <br />#4 AT 24" O.C. EACH WAYGRADE <br />(E) SLAB ON <br />#4 @ 24" O.C. <br />EA. WAY <br />6"1'-9 5/8" <br />5' <br />' <br />#4 @ 24'' O.C. W/ SIMPS. <br />SET XP EPOXY, 4'' <br />EMBEDMENT (DEPUTY <br />INSPECTOR REQUIRED) <br />2X8 SOLID BLOCKING <br />MSTA 18 @ 32" O.C. <br />3-#4 <br />(N) 4'' THK. CONCRETE SLAB <br />W/ # 4 REBARS @ 16'' O.C.E.W.; <br />OVER 6-MIL MOISTURE BARRIER <br />OVER 4" OF 1/2" CLEAN AGGREGATE <br />OVER 90% RELATIVE COMPACTION. <br />1/2" SEL. STRUCT PLYWOOD <br />AT SHEAR WALL <br />8d @ 4" O.C. <br />EDGE NAILING <br />UNLESS OTHERWISE <br />STATED ON PLAN. <br />2X4 @ 12" O.C. <br />D.F., GR. 1 <br />AS 35 @ 16" O.C. <br />2xJOIST D.F. <br />2X4 STUD WALL <br />@ 16" O.C. <br />8d @ 4" O.C. UNLESS <br />OTHERWISE STATED ON <br />PLAN REFER TO UBC <br />NAILING SCH. FOR OTHER <br />NAILING NOT SHOW HERE <br />ON PLAN <br />15/32" STRUCT. 1 PLY <br />NAILING PER PLAN <br />2XRAFTER <br />D.F. GR. 1 <br />8d @ 6" O.C. <br />BOUNDARY NAILING <br />UNLESS OTHERWISE <br />STATED ON PLAN <br />18'' <br />REINF PER PLAN <br />1'-6"24 <br />' <br />' <br />5/8"Ø x 9" EMBED <br />AB @ 48" OC MAX <br />#4 @ 16" <br />OC ALT <br />BENDS <br />WALL <br />PER PLAN <br />SLAB ON GRADE <br />PER PLAN <br />4X STUD <br />CONC. FOOTING <br />(WALL FOOTING) <br />2- 3/4" Ø A.B. <br />2-1/2" EMBEDMENT IN WOOD <br />5 8 Ø BOLTS; <br />9" MIN. EMBEDMENT. <br />SIMPSON'S HD5B <br />2X PLATE <br />1" ABOVE SILL <br />(USE 4X4 MINIMUM <br />STUD/POST WHERE <br />HOLDDOWNS ARE) <br />NOTE: <br />1.REFER TO MANUFACTURER'S STANDARD FOR MATERIALS <br />AND INSTALLATIONS . <br />2.DEPUTY INSPECTION REQUIRED FOR EPOXY ANCHOR <br />INSTALLATION. <br />AS PER <br />PLAN <br />MI <br />N <br />I <br />M <br />U <br />M <br />#4 @ 16" O.C. E.W. <br />4.5" THK. SLAB <br />POLYETHYLENE VAPOR <br />BARRIER EXTENDED UNDER <br />GRADE BEAM WHERE IT ALSO <br />ACTS AS A CAPILLARY BREAK <br />NOTE: <br />1.F'c= 2, 500 PSI <br />2.Fy= 60, 000 PSI <br />CONCRETE GRADE <br />BEAM 2-#4 <br />CONTINUOS BARS <br />(N) 4'' THK. CONCRETE <br />SLAB W/ # 4 REBARS @ <br />16'' O.C.E.W.; OVER 6-MIL <br />MOISTURE BARRIER <br />OVER 4" OF 1/2" CLEAN <br />AGGREGATE OVER 90% <br />RELATIVE COMPACTION. <br />(E) FLR. <br />PANEL EDGE NAILING <br />PER SCHEDULE, STAGGERED <br />STEEL PLATE WASHER: <br />AT 5/8" BOLT (A325), <br />USE 1/4" x 2 1/2" x 2 1/2" <br />NEW 5/8" X 10" LONG ANCHOR BOLT, <br />(GRADE A325) AT 24" O.C., <br />MINIMUM OF 2 PER PANEL <br />ROOF BLKNG. <br />SHEATHING PER PLAN <br />MSTA 18 @ 32'' O.C. <br />2 X 4 STUD WALL @ 16" O.C. <br />2 X 4 @ 16" O.C. D.F. STRUCT. 1 <br />EN PER SHEAR WALL <br />SCHEDULE ON SHEET 3.0 <br />STRUCT. <br />SHEATHING PER <br />PLAN <br />10D @ 4'' O.C. EDGE NAILING <br />UNLESS OTHERWISE STATED ON <br />PLAN SEE 1/95 AND 2/3 FOR OTHER <br />NAILING SCH. REFER TO 9/96 FOR <br />NAILING SCH. NOT SHOWN HERE. <br />A35 <br />STRUCT. <br />SHEATHING PER <br />PLAN <br />ROOF RAFTER PER PLAN <br />CJ PER PLAN <br />BLKNG. <br />SEE (N) INTERIOR <br />FOOTINGDETAIL <br />SOG <br />A35@ 16" o.c. <br />WOOD POST <br />SEE PLAN. <br />BEAM PER PLANSIMPSON "ECC" <br />COLUMN CAP, <br />(U.O.N.), SEE PLAN. <br />PER PLAN <br />4X4 POST <br />SIMP. BASE CAP <br />CONC. FOOTING8 <br />24 <br />' <br />' <br /> <br />M <br />I <br />N <br />. <br />4-#4 EA WAY T&B <br />SOG <br />SCALE 3/4" = 1'-0" <br />HEADER6 <br />SCALE 1" = 1'-0" <br />KING POST7 <br />SCALE 3/4" = 1'-0" <br />TYPICAL KING POST5 <br />SCALE 1 1/2" = 1'-0" <br />NON-BEARING WALL <br />SCALE 3/4" = 1'-0" <br />RIDGE3 <br />SCALE 1" = 1'-0" <br />TYPICAL ROOF EAVES4 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />EXTERIOR FOOTING <br />SCALE3.2 <br />1 <br /> 1" = 1'-0" <br />SCALE 1" = 1'-0" <br />(N)-(E)FOOTING12 <br />SCALE 3/4" = 1'-0" <br />(N)-(E)SLAB13 <br />SCALE 3/4" = 1'-0" <br />WEEP SCREED15 <br />3.2 <br />3.2 <br />3.2 <br />3.2 3.2 <br />3.2 <br />3.2 <br />3.2 <br />3.2 <br />8 <br />NO.REVISIONS DATE <br />CONSULTANT <br />JOB NO: <br />DATE: <br />1ST REV: <br />DRAWN: <br />PLOTTED: <br />SCALE:AS SHOWN <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OW <br />N <br />E <br />R <br />: <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />T: 323.470.0181 E: kmassociatesince@outlook.com <br />KM ASSOCIATES INC. <br />16202 ORION AVE CHINO CA 91708 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />21 <br />2 <br />2 <br /> <br />N <br />. <br /> <br />L <br />E <br />W <br />I <br />S <br /> <br />S <br />T <br />. <br /> <br />A <br />N <br />D <br /> <br />2 <br />1 <br />2 <br />2 <br /> <br />N <br />. <br /> <br />L <br />E <br />W <br />I <br />S <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />- <br />2 <br />2 <br />3 <br />6 <br />SHEET TITLE <br />SHEET NUMBER <br />LI <br />N <br />H <br /> <br />L <br />E <br /> <br />A <br />N <br />D <br /> <br />D <br />A <br />V <br />I <br />D <br /> <br />F <br />R <br />E <br />U <br />D <br />E <br />N <br />B <br />E <br />R <br />G <br />E <br />R <br />SCALE 1/4" = 1'-0" <br />LOAD PATH DETAIL16 <br />3.2 <br />SCALE 1" = 1'-0"3.2 <br />10 INTERIOR FOOTING <br />3.2 <br />SCALE 3/4" = 1'-0" <br />HOLD DOWN17 <br />3.2 <br />SCALE 3/4" = 1'-0" <br />SLAB ON GRADE18 <br />3.2 <br />SCALE 3/4" = 1'-0" <br />SILL PLATE19 <br />3.2 <br />SCALE 1/4" = 1'-0" <br />SHEAR TRANSFER16A <br />3.2 <br />SCALE 1" = 1'-0" <br />BEAM-POST <br />3.2 <br />9 <br />SCALE 1" = 1'-0" <br />PAD FOOTING <br />3.2 <br />1A <br />EN PER SHEAR WALL <br />SCHEDULE ON SHEET 3.0 <br />2122 N Lewis St & #2 <br />101118132-338/13/2024