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DOUBLE TOP <br />PLATED <br />SIMPSO <br />N <br />STRAP <br />LSTA24 <br />SIMPSON <br />PER PLAN <br />HEADER OR <br />BEAM PER <br />PLANS <br />POST/KP PER PLANS <br />SIMPSON <br />STRAP <br />LSTA24 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 />CONTINUOUS <br />TOP PLATE <br />HEADER <br />PER PLAN <br />SIMP. ST 18 <br />ONE SIDE <br />POST PER PLAN <br />2x4 COLLAR TIE @32"O.C. <br />3-10d NAILS <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 />PER SCHEDULE <br />3" <br /> <br />M <br />I <br />N <br />. <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br /> <br />2% SLOPE MIN. <br />1 <br />2 <br />3 <br />4 <br />REBAR (SEE FOOTING SCHEDULE) <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 />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 />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 />SIMPSON CP PER PLAN <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 />EXTERIOR FINISH PER PLAN <br />WATER RESISTIVE BARRIER, <br />TYP <br />2x SOLID BLOCKING W/1/2"⌀x5" <br />LAG SCREW AT KNEE BRACE <br />BASE, TYP. <br />2x BLOCKING LAG SCREW, TYP <br />EN <br />SIMSON CO HUC46 HANGER, TYP <br />2X8 RESAWN LEDGER W/ <br />2-1/2"⌀x6" LAG SCREWS @ 16 OC <br />NOTCH RAFTERS @ CONTINUOUS <br />LOCATIONS <br />ROOF SHEATHING PER <br />CONSTRUCTION NOTES <br />(N) 2X6 RR, SISTER WITH (E) <br />RR W/ 8-16d NAIL EVERY 24" <br />TN 2x BLKING <br />TO 4x4 BM. <br />4x4 TRELLIS BEAM <br />3/8" ⌀x6" LAG <br />SCREW FROM KNEE <br />BRACE TO BEAM, <br />COUNTERSUNK <br />3/8" ⌀x6" LAG SCREW FROM <br />TRELLIS TO BEAM, <br />COUNTERSUNK & COVERED <br />WITH HARD PLASTIC PLUG <br />FOR RAIN PROTECTION <br />4x6 TRELLIS BEAM EACH END <br />METAL 'Z' FLASHING, TYP <br />4x4 RESAWN KNEE BRACE, TYP <br />PLYWOOD SHEAR PANEL <br />WHERE OCCURS <br />SIMPSON KNEE BRACE <br />KBSZ <br />(E) STUD WALL <br />(E) STUCCO <br />WEEP SCREED <br />. <br />4" MIN. ABOVE EARTH <br />2" MIN. ABOVE PAVEMENTF.G <br />(E) FOOTING <br />VAPOR BARRIER <br />DRILL AND FILL WITH <br />SIMPSON'S "SET-XP" EPOXY <br />2" EMBEDMENT LENGTH <br />(E) DRYWALL <br />(N) 3" CONC. 3,000 PSI <br />@28 DAYS <br />#3 @16" O.C. <br />E.A. WAY <br />(E) CONC. GARAGE <br />SLAB <br />.2" <br />E.D. PER TABLE <br />(N) HOLD DOWN <br />PER PLAN <br />(E) 2X STUD TYP <br />THREADED ROD <br />W/ SIMPSON SET- <br />XP EPOXY, <br />ESR-2508 <br />(SPECIAL INSP. <br />REQ'D) <br />4X POST PER <br />FRAMING PLAN <br />(N) ANCHOR BOLTS PER <br />SHR. WALL SCHED. W/ <br />SIMP. SET EPOXY <br />(N) 2x P.T. BET. STUDS <br />(E) SILL PLATE <br />(E) CONCRETE FOUNDATION <br />HDU <br />HDU2 <br />HDU4 <br />HDU8 <br />BOLT ø EMBED E.D.CAPACITY <br />0'-0 5/8" <br />0'-0 5/8" <br />0'-0 7/8" <br />0'-10" <br />1'-0" <br />1'-6" <br />0'-1 7/8" <br />0'-1 7/8" <br />0'-1 7/8" <br />2306# <br />4234# <br />4353# <br />BEAM PER PLAN <br />CEILING JOIST PER PLAN <br />SIMPSON LUS JOIST <br />HANGER <br />MSTA 36 AT BOTTOM <br />1-3/4" EDGE DIST. <br />EQEQ <br />3" <br /> <br />- <br /> <br />5 <br />" <br />3" <br /> <br />M <br />I <br />N <br />. <br />MI <br />N <br />. <br /> <br />E <br />M <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />"l <br />e <br />" <br />3" - 4" <br />POST PER PLAN (4x MIN.) <br />FASTENERS PER MANUF. <br />SIMP. HOLDOWN PER <br />PLAN (PHD SHOWN) <br />#4 CONT. REBAR <br />2x, 2-2x OR 3x <br />P.T.D.F. SILL P PER <br />PLAN <br />L <br />SIMPSON <br />"SSTB" PER <br />SCHEDULE <br />CONT. FTG. OR FDN. <br />WALL SEE OTHER <br />DETAIL FOR SIZE & <br />REINF. <br />. <br />DEEPEN FTG. AS <br />REQ'D. TO MAINTAIN <br />A.B. CLEARANCE <br />(12"x12" MIN. IN <br />PLAN) <br />NOTES: <br />1. FOR RAISED FOUNDATION USE SSTB FOR TWO POUR <br />SYSTEM AND EXTEND BOLT BEYOND SILL PLATE <br />ABOVE FLOOR SHEATHING, OR USE SIMP. CNW COUPLER <br />FOR BOLT EXTENSION. <br />2. CONCRETE STEM WALLS SHALL BE 6"MIN WIDTH FOR <br />5/8⌀ ANCH., 8" MIN. WIDTH FOR 7/8"⌀ ANCH., 8" MIN. <br />FOR CONC. BLK <br />3. VALUES BASED ON GOVERNING CAPACITY OF SSTB <br />AT END OF CONC. WALL CONDITION (ICC#: ESR-2611) <br />SCHEDULE <br />SCHEDULE <br />HDU2-SDS2.5 <br />HDU4-SDS2.5 <br />HDU5-SDS2.5 <br />HDU8-SDS2.5 <br />16 <br />20 <br />24 <br />28 <br />34 <br />24 <br />24 <br />24 <br />34 <br />34 <br />4x4 <br />4x4 <br />4x4 <br />4x4 <br />4x6 <br />6-SDS <br />10-SDS <br />14-SDS <br />20-SDS <br />20-SDS <br /># SDS <br />SCREWS <br />(1/4"⌀) <br />MIN. <br />POST <br />EMBEDMENT "le" <br />SSTB # <br />1-POUR <br />SSTB # <br />2- <br />POUR <br />2x4 <br />KICKER @ <br />4' MAX.OC <br />SIMPSON <br />A35 45° <br /> <br />M <br />I <br />N <br />. <br />FLUSH BEAM OR <br />WALL PER PLAN <br />C.J PER <br />PLANS <br />'U' HANGERS <br />SHEET NO.: <br />SHEET TITLE: <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 />OC <br />- <br />A <br />D <br />U <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br />SD1 <br />STRUCTURAL <br />DETAILS <br />2025/02/06 <br />10 <br />1 <br />2 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br /># <br />2 <br /> <br />( <br />D <br />U <br />P <br />L <br />E <br />X <br />' <br />S <br />) <br />10 <br />1 <br />4 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br />U <br />N <br />I <br />T <br /># <br />2 <br /> <br />( <br />A <br />D <br />U <br />' <br />S <br />) <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 />CEILING JOIST TO BEAM STARP DETAIL <br />WOOD POST BASE TO PAD DETAIL <br />01NEW FOOTING AT GARAGE DOOR 02AT CURB FOOTING 03HOLD DOWN TO EXISTING CONCRETE FOUNDATION 04FLUSH BEAM TO POST CONNECTION 05KING POST TO HEADER <br />06RAFTER AT EXTERIOR WALL 07DOWELL TO EXISTING FOOTING 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 KNEE BRACE TRELLIS OPENING CAP 21 <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 />No <br />. <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 />20 NEW EXTERIOR FOOTING <br />..8"8" <br />.12" <br />DRILL AND <br />FILL WITH <br />SIMPSON'S <br />"SET-XP" <br />EPOXY <br />5" CONCRETE SLAB <br />3,000 PSI W/ #4 <br />REBAR @16" OC. <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025