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8" <br /> <br />M <br />I <br />N <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />4 <br />3 <br />5 <br />D <br />6 <br />2 <br />1 <br />MIN. 6" DOWEL INTO <br />FOOTING <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />(2) #5 TOP AND BOTTOM <br />MIN. 5" THK. CONC. SLAB W/ #4 <br />REBAR @16 O.C. OVER 10MIL. <br />VISQUEEN OVER 4" BASE OF 1/2 <br />OR LARGER CLEAN AGGREGATE <br />OVER COMPACTED SOIL <br />5/8" DIA.. A.B @32" OC (U.N.O) <br />EMBED MIN. 7" INTO SLAB W/ <br />3x3x0.229" PLATE WASHER W/ 2x <br />P.T. SILL U.N.O <br />SHEAR WALL WHERE OCCURS <br />WEEP SCREED <br />2x STUDS @16" O.C <br />#3 TIE @48" O.C. W/ <br />STANDARD HOOK @EA. <br />END FOR 2 POURS SLAB <br />2"CONCRETE/PAVE 4" SOIL <br />FIN. GRADE <br />3" <br /> <br />M <br />I <br />N <br />. <br />24" <br />@ 18" O.C.6" <br />12" U.N.O. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />4 <br />3 <br />5 <br />2 <br />1#3 TIE @48" O.C W/ <br />STANDARD HOOK @EA. <br />END FOR 2 POURS SLAB <br />1 <br />2 <br />3 <br />4 <br />5 <br />(2) #5 TOP AND BOTTOM <br />MIN. 5" THK. CONC. SLAB W/ #4 <br />REBAR @16 O.C. OVER 10MIL. <br />VISQUEEN OVER 4" BASE OF 1/2 <br />OR LARGER CLEAN AGGREGATE <br />OVER COMPACTED SOIL <br />5/8" DIA.. A.B @32" OC (U.N.O) <br />EMBED MIN. 7" INTO SLAB <br />SHEAR WALL WHERE OCCURS <br />2x STUDS @ 16" O.C. <br />3" <br /> <br />M <br />I <br />N <br />. <br />12" U.N.O. <br />DOUBLE TOP <br />PLATED <br />SIMSPON <br />EPCZ <br />POST CAP <br />SIMPSON <br />PER PLAN <br />HEADER OR <br />BEAM PER <br />PLANS <br />POST/KP PER PLANS <br />KING POST <br />PER PLAN <br />HEADER <br />PER PLAN <br />SIMP. <br />A35 <br />BEAM <br />PER <br />PLAN <br />BEAM <br />PER <br />PLANS <br />SIMPSON A35 <br />DOUBLE <br />TOP <br />PLATE <br />SIMP. A35 <br />SLOPE CUT <br />WHERE <br />OCCURS <br />1/2" OSB ROOF <br />SHEATHING <br />2x ROOF RAFTER <br />STUD WALL <br />TOP PLATE <br />2x FASCIA <br />SHIP LAP <br />2x BLOCKING <br />E.N. <br />8-16d NAILS <br />C.J TO R.R <br />CEILING JOIST <br />PER PLAN <br />A35 @16" OC U.N.O. <br />CEILING JOIST PARALLEL TO ROOF JOIST <br />SHEAR WALL WHERE OCCURS <br />EQ EQ <br />45° <br /> <br />M <br />I <br />N <br />. <br />2x4 KICKER <br />@4' MAX.OCSIMPSON <br />A35 <br />(2) SIMPSON <br />A35 E.A R.R <br />SIMPSON LSTA24 <br />STRAP @32" O.C <br />C.J PER PLANS <br />BEARING WALL <br />PER PLANS <br />OVERLAP 12" MIN. W/(10) 16D NAIL <br />WOOD BEAM <br />PER PLAN <br />WOOD POST <br />PER PLAN <br />SIMPSON <br />"ECCQ" CAP <br />B <br />A <br />WOOD BEAM <br />PER PLAN <br />WOOD POST <br />PER PLAN <br />SIMPSON <br />"ECCQ" CAP <br />EQ EQ <br />2x4 <br />KICKER @ <br />4' MAX.OC <br />SIMPSON <br />A35 <br />PROVIDE (2) A35 @ <br />E.A RAFTER TO <br />RIDGE <br />SIMPSON LSTA24 <br />STRAP @32" O.C <br />45° <br /> <br />M <br />I <br />N <br />. <br />FLUSH BEAM OR <br />WALL PER PLAN <br />C.J PER <br />PLANS <br />CONTINUOUS <br />TOP PLATE <br />HEADER <br />PER PLAN <br />SIMP. ST 18 <br />ONE SIDE <br />POST PER PLAN <br />EQ EQ <br />PROVIDE (2) A35 @ EA. <br />RAFTER TO RIDGE SIMPSON LSTA24 <br />@32" O.C <br />2x4 COLLAR TIE @32"O.C. <br />3-10d NAILS <br />1' <br />- <br />1 <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />1. 2x4 STUDS @ 16"O.C. <br />2. 2X P.T.D.F. PLATE WITH <br />0.18"DIA. x 3" SHOT PINS @32" <br />O.C. WITH 14GA GAGE <br />WASHERS & FIRST 2 PINS <br />PLACED 6" & 10" FROM <br />PLATE ENDS ICC# ESR-1799 <br />(RAMSET) LARR #22668 <br />3. CONCRETE SLAB <br />4. 1/2" DRYWALL <br />4 <br />123 <br />1. NOTCH IN PLATE <br />2. 1 3/4" MAX. IF BORED <br />HOLE EXCEED 1 3/4" IN 2x4 <br />TOP PLATE OR 2 3/4" IN 2x6 <br />TOP PATE, STRAP E/S OF <br />PLATE W/ITEM #3 BELOW <br />3. SIMPSON CS 1 6x4" LONG <br />METAL STRAP, TYPICAL @ <br />EACH PLATE CUT W/(6) 16d's <br />EACH SIDE. <br />4. PIPE WHERE OCCURS <br />5. TOP PLATES-SILL PLATES <br />6. ANCHOR BOLTS PER <br />PLANS <br />7. LOCATE ANCHOR BOLT 5" <br />MIN. 9" MAX. AWAY FROM <br />NOTCH OR END OF PLATE <br />NOTE: IF NOTCH OR HOLE <br />EXCEEDS 50% OF TOP PLATE <br />WIDTH, USE SIMPSON ST6224, <br />STAGGERED @ E/S OF PLATES, <br />USE SIMPSON NS AS NEEDED. <br />4345 <br />1 2 <br />5 <br />37 <br />DEPT <br />H <br />1/2 DEPTH <br />3" MAX. <br />1. NOTCH DEPTH & BORED HOLD <br />SEE TABLE BELOW. <br />2. STUD <br />3. STILL PLATE <br />4. HOLE EDGE DISTANCE 5/8" MIN. <br />NOTE: BORED HOLES NOT <br />PERMITTED IN MORE THAN <br />TWO CONSECUTIVE DOUBLE <br />STUDS <br />BORED HOLES <br />STUD <br />SIZE <br />EXTERIOR & <br />BEARING <br />WALLS <br />NON- <br />BEARING <br />WALLS <br />2x4 <br />2x6 <br />2-2x4 <br />2-2x6 <br />% <br />1 7/16" <br />2 1/8" <br />40% <br />2 1/8" <br />2 1/8" <br />60% <br />2 3/16" <br />3 5/16" <br />3 5/16" <br />3 5/16" <br />STUD <br />SIZE <br />EXTERIOR <br />& BEARING <br />WALLS <br />NON- <br />BEARING <br />WALLS <br />NOTCH DEPTH <br />2x4 <br />2x6 <br />% <br />7/8"1 7/16" <br />1 3/8"2 3/16" <br />25%40% <br />1 <br />4 <br />2 <br />3 <br />4 <br />1 <br />d MIN. <br />12" U.N.O. <br />3" <br /> <br />M <br />I <br />N <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />2% SLOPE MIN. <br />1 <br />2 <br />3 <br />4 <br />(2) #5 TOP AND BOTTOM <br />MIN. 5" THK. CONC. SLAB W/ #4 <br />REBAR @16 O.C. OVER 10MIL. <br />VISQUEEN OVER 4" BASE OF 1/2 <br />OR LARGER CLEAN AGGREGATE <br />OVER COMPACTED SOIL <br />1/2" FIBER BOARD EXPANSION <br />JOINT <br />MIN. 4" THK. CONC. SLAB W/ #3 <br />REBARD @18" O.C O/ <br />COMPACTED SOIL 234 <br />1 <br />5 <br />5 #4 @ 18" O.C. <br />24" <br />6" <br />ANCHOR BOLTS (AB) SHALL BE 5/8" WITH 3"X3'X0.229" THICK <br />PLATE WASHERS. SPACING OF ANCHOR BOLTS SHALL NOT EXCEED <br />6'-0" O.C. EACH SECTION OF PLATE SHALL HAVE A MINIMUM OF <br />TWO AB. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" <br />INTO FOOTING. HOLES SHALL BE 1/32" TO 1/6" LARGER THAN AB. <br />LARGER HOLES SHALL BE REPAIRED WITH EPOXY. PLATES SHALL <br />BE PRESSURE TREATED DOUGLAS FIR NOT HEM-FIR. <br />12 <br />" <br /> <br />M <br />A <br />X <br />. <br />5" <br /> <br />M <br />I <br />N <br />. <br />12" MAX <br />5" MIN. <br />12 <br />" <br /> <br />M <br />A <br />X <br />5" <br /> <br />M <br />I <br />N <br />. <br />12" MAX <br />5"MIN. <br />12" MAX <br />5" MIN <br />2" <br /> <br />M <br />A <br />X <br />AB SPACING 6' MAX OR PER <br />SHEAR WALL SCHEDULE (TYP) <br />PANEL PER PLAN (TYP.) <br />AT CORNER AT INTERSECTION AT SPLICE <br />TRUSS WHERE <br />OCCURS PER <br />PLAN <br />SIMPSON <br />"DTC" @48" <br />O.C. MAX. <br />2X BLK'G. @48" <br />O.C. W/ (3) <br />16d'S @ EA.END <br />JOIST OR <br />TRUSS <br />BOTT. <br />CHORD <br />1X OVER <br />2X PLATE3/ <br />4 <br />" <br /> <br />T <br />Y <br />P <br />. <br />NON-BRG. WALL <br />0' <br /> <br />- <br /> <br />8 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' - 0" <br />CBSQ POST BASE, INSTALL <br />PER MANUFACTURES <br />SPECIFICATIONS <br />CONCRETE SLAB WHERE <br />OCCURS <br />UNDISTURBED <br />NATURAL GRADE <br />POST PER PLAN <br />12" SQUARE <br />CONCRETE PIER <br />WOOD POST PER PLAN <br />CONCRETE SLAB <br />PER PLAN <br />VAPOR BARRIER IN <br />DIRECT CONTACT W/ <br />CONC. SLAB PER <br />ARCH. PLANS <br />4" THICK BASE OF <br />1/2" OR LARGER <br />CLEAN AGGREGATEMI <br />N <br />. <br />1' <br /> <br />- <br /> <br />6 <br />" <br />CL <br />R <br />. <br />0' <br /> <br />- <br /> <br />3 <br />" <br />REINFORCING <br />PER PLAN <br />CONT. FT'G BEYOND <br />COLUMN BASE SCHEDULE <br />CB44 W/2-1/2" DIA.. M.B. FOR 4x4 <br />POST CB46 W/2-5/8" DIA.. M.B. <br />FOR 4x6 POST CB66 W2-5/8" DIA.. <br />M.B. FOR 6x6 POST CB88 W/2-3/4" <br />DIA.. M.B. FOR 8x8 POST <br />SEE PLAN <br />1X6 SHIP-LAPS <br />2X LOOK-OUT <br />@24" O.C.BN <br />2X BLKG <br />1/2" OSB PLWD <br />ROOF SHEAT G MIN. <br />CLASS B <br />A35 PER SCHED. <br />BN2X FASCIA <br />2X CRIPPLES <br />@ 16" OC <br />2X BLKG <br />EN. <br />4X HDR WHERE <br />OCCURS <br />45° 2X4 BRACE @ <br />48" O.C. W/ 3-16D <br />TOE NAILS EA. <br />END. <br />R-30 TYP.A35 PER SCHED. <br />2X DBL TOP PLATES <br />R-13 TYP. <br />2X STUDS @ 16" O.C. <br />SHEET NO.: <br />SHEET <br />TITLE: <br />AS SHOWN <br />SCALE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />DE <br />L <br />T <br />A <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />C <br />O <br />. <br />86 <br />7 <br />1 <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br /> <br />BL <br />V <br />D <br />. <br />, <br /> <br />G <br />A <br />R <br />D <br />E <br />N <br /> <br />G <br />R <br />O <br />V <br />E <br />71 <br />4 <br />- <br />9 <br />8 <br />7 <br />- <br />0 <br />7 <br />8 <br />7 <br />SD1 <br />STRUCTURAL <br />DETAILS <br />04/03/24 <br />19 <br />2 <br />9 <br /> <br />& <br /> <br />1 <br />9 <br />2 <br />7 <br /> <br />S <br />HI <br />C <br />K <br />O <br />R <br />Y <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />EXTERIOR POST FOOTING <br />WOOD POST TO WOOD BEAM CONNECTION DETAIL <br />WOOD POST BASE TO PAD DETAIL <br />0301NEW EXTERIOR FOOTING 02NEW INTERIOR FOOTING 04FLUSH BEAM TO POST CONNECTION 05KING POST TO HEADER <br />06RAFTER AT EXTERIOR WALL 07RIDGE SUPPORTING 08 09BEAM-CEILING JOIST-RIDGE CONNECTION 10HEADER TO POST <br />11FLUSH RIDGE 12NON-BEARING INT. WALL TYP., N.T.S.13PIPING THRU PLATE FRAMING, N.T.S.14FLUSH BEAM TO POST CONNECTION 15PORCH TO HOUSE FOOTING <br />16TYPICAL PLATE ANCHOR BOLTS 18INTERIOR WALL 19 20 <br />RAKE DETAIL <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />1927 & 1929 S <br />Hickory St2/12/2025