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WOOD POST <br />SEE PLAN. <br />BEAM PER PLANSIMPSON "ECC" <br />COLUMN CAP, <br />(U.O.N.), SEE PLAN. <br />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 />(N) BEAM <br />PER PLAN <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 />#4 @ 16" O.C.E.W. <br />4" THK. SLAB <br />E.N. <br />TREATED SILL <br />(N) SLAB ON GRADE <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 SHALL <br />BE APPLIED OVER ALL <br />WOOD BASE SHEATHING. <br />DIRECTION OF <br />SURFACE <br />WATER <br />DRAINAGE (TYP) <br />26 G.A. <br />WEEP SCREED <br />4'' FROM DIRT <br />AND 2'' <br />TO PAVED. <br />2 - #4 CONTINUOUS <br />BARS AT TOP <br />AND BOTTOM <br />POLYETHYLENE VAPOR <br />BARRIER EXTENDED <br />UNDER GRADE BEAM <br />WHERE IT ALSO ACTS AS <br />A CAPILLARY BREAK <br />#5 CONT. <br />NOTE: <br />1.F'c= 2, 500 PSI <br />2.Fy= 60, 000 PSI AS PER PLAN <br />(N) 4'' THK. CONCRETE SLAB <br />W/ # 4 REBARS @ 16'' O.C.E.W.; <br />OVER 6-MIL MOISTURE <br />BARRIER OVER 4" OF 1/2" <br />CLEAN AGGREGATE OVER <br />90% RELATIVE COMPACTION. <br />4" <br />CO <br />V <br />E <br />R <br />, <br />TY <br />P <br />. <br />24 <br />" <br />MI <br />N <br />I <br />M <br />U <br />M <br />8" <br />MI <br />N <br />. <br />FFL <br />BEAM OR JOIST <br />BLKNG. <br />TOP PLATE <br />2X4 WALL STUD @ 16'' <br />O.C. FROM 1ST FLOOR <br />UP TO 2ND FLOOR TOP <br />PLACE. <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 />2X SOLID BLOCKING <br />MSTA 36 <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, PER PLAN <br />8d @ 4" O.C. <br />EDGE NAILING <br />UNLESS OTHERWISE <br />STATED ON PLAN. <br />AS 35 @ 16" O.C. <br />2X C-JOIST D.F. GR. 1 <br />2X6 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 />2X RAFTER <br />D.F. GR. 1 <br />PROVIDE A WEEP <br />SCREED FOR STUCCO <br />AT THE FOUNDATION <br />PLATE LINE A MINIMUM <br />OF 4" ABOVE GADE <br />24 <br />" <br />MI <br />N <br />I <br />M <br />U <br />M <br />8d @ 6" O.C. <br />BOUNDARY NAILING <br />UNLESS OTHERWISE <br />STATED ON PLAN <br />4" <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 MIN. <br />15# BUILDNG PAPER OVER BUILDING PAPER <br />OVER METAL LATH <br />PROVIDE R-13 MINIMUM WALL <br />INSULATION, UNLESS NOTED ON TITLE <br />24 CALCULATIONS <br />GALVANIZED IRON SILL PLATE, <br />TYPICAL AT GROUND LEVEL <br />#4 @ 16" O.C. E.W. <br />4" THK. SLAB <br />AS PER PLAN <br />POLYETHYLENE VAPOR <br />BARRIER EXTENDED <br />UNDER GRADE BEAM <br />WHERE IT ALSO ACTS AS A <br />CAPILLARY BREAK <br />NOTE: <br />1.F'c= 2, 500 PSI <br />2.Fy= 60, 000 PSI <br />CONCRETE <br />GRADE BEAM WITH <br />2-#4 CONTINUOUS <br />BARS <br />(N) 4'' THK. <br />CONCRETE SLAB W/ <br /># 4 REBARS @ 16'' O.C.E.W.; <br />OVER 6-MIL MOISTURE <br />BARRIER OVER 4" OF 1/2" <br />CLEAN AGGREGATE OVER <br />90% RELATIVE COMPACTION. <br />24 <br />" <br />MI <br />N <br />I <br />M <br />U <br />M <br />C OF RIDGEL <br />SIMPSON MSTI 36 <br />@ 4'-0" O.C. <br />RAFTER AS <br />SIMPSON "HUS" <br />JOIST HANGER <br />PLYWD. SHEATHINGPLYWD. SHEATHING <br />RAFTER AS <br />RIDGE BOARD <br />1'-0" <br />5-16d NAILS <br />2X SOLID BLOCKING. <br />BDRY NAILS <br />2X ROOF RAFTERS PER PLAN <br />PLYWOOD SHEATHING PER PLAN <br />SIMP. A35 <br />@ 16" 0.C., TYP. <br />1/2" THK. GYP. BD. <br />ON 2X CEILING JOIST <br />WALL INSUL. R-19 PER T24 <br />1/2" THK. GYPSUM ON 2X6 <br />STUDS @ 24" O.C. TYP. <br />ROOF <br />INSULATION <br />R-38 PER T24 <br />NOTE: HIGH <br />PERFORMANCE <br />ROOF PER 24 <br />1-LAYER OF 5/8" THK. TYPE "X" GYPSUM BOARD <br />1-HR FIRE RATED, (AS NEEDED, PER PLAN) <br />PER CRC TABLE R302.1(1). SEE SHT 01-A-230. <br />2X K.D. <br />FASCIA BOARD <br />CONT. G.I. TRIM <br />2-2X TOP PLATE <br />16D TOE NAILS @6" O.C. <br />PLYWOOD SHEATHING <br />(SHEAR WALL) PER PLAN <br />STUCCO <br />(MOISTURE PROTECTION)NAT. GRADE <br />5/8" SQ. X 9" EMBED <br />AB @ 36" O.C. MAX <br />2-#4 BARS <br />TOP AND BOTTOM <br />#4 @16 O.C <br />REINF. ALT BENDS <br />4'' THK. CONCRETE SLAB WITH <br />#4 REBARS @16" O.C.E.W.; OVER <br />6-MIL MOISTURE BARRIER OVER <br />4" OF 1/2" CLEAN AGGREGATE <br />OVER 90% RELATIVE COMPACTION. <br />4" <br />4" <br />24 <br />" <br />18" <br />3" <br />CL <br />E <br />A <br />R <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 HDU5 <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 AND <br />INSTALLATIONS . <br />2.DEPUTY INSPECTION REQUIRED FOR EPOXY ANCHOR INSTALLATION. <br />4X4 POST <br />SIMP. BASE CAP <br />CONCRETE <br />FOOTING <br />4-#4 EACH WAY <br />TOP & BOTTOM <br />SOG <br />3" <br />0' <br />- <br />8 <br />" <br />2' <br />- <br />0 <br />" <br />MI <br />N <br />2'-0" <br />SEE PLAN <br />SCALE 3/4" = 1'-0" <br />HEADER6 <br />SCALE 3/4" = 1'-0" <br />KING POST5 <br />SCALE 3/4" = 1'-0" <br />INTERIOR FOOTING <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 />SCALE <br />1 1" = 1'-0" <br />SCALE 1" = 1'-0" <br />BALLOON FRAMING11 <br />2 <br />SCALE 3/4" = 1'-0" <br />KING POST <br />SCALE 1/4" = 1'-0" <br />LOAD PATH DETAIL13 <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 />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <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 />SHEET TITLE <br />SHEET NUMBER <br />21 <br />2 <br />1 <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 />1 <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 />92 <br />7 <br />0 <br />6 <br />- <br />2 <br />2 <br />3 <br />6 <br />SCALE 1 1/2" = 1'-0" <br />NO-BEARING WALL8 <br />SLAB-ON-GRADE <br />SCALE <br />3 1" = 1'-0" <br />WEEP SCREED <br />SCALE <br />4 1" = 1'-0" <br />SCALE 1 1/2" = 1'-0" <br />TYPICAL ROOF EAVES15 <br />HOLD DOWN <br />SCALE <br />12 3/4" = 1'-0" <br />SCALE 1 1/2" = 1'-0" <br />RIDGE10 <br />SCALE 1" = 1'-0" <br />BEAM-POST <br />02-S3.1 <br /> 3/4" = 1'-0" <br />PAD FOOTING14 SCALE