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SPLICE , <br />LENGTH ALTERNATE HOOK <br />TYP <br />a a <br />a a a <br />a. <br />° a <br />D CORNER BARS TO <br />MATCH CROSS WAI L <br />REINFORCINGLA <br />n, <br />STANDARD <br />HOOK <br />CORNER BARS TO <br />MATCH CROSS WALL <br />REINFORCING <br />INTERSECTING WALL <br />a <br />AT INTERSECTIONS <br />N0IH: <br />1. WALL SIZE & REINFORCING PER PLAN. <br />2. CORNER BARS SIZE & SPACING TO MATCH HORIZONTAL REINFORCING. <br />TYPICAL CORNER BARS <br />SCALE: N.T.S. <br />GONG CURB WHERE OCCURS —WALL FRAMING PER PLAN, <br />SHEAR WALL WHERE OCCURS <br />W/ (11 �4 HORIZONTAL, <br />EXTEND VERTICAL DOWELS____, P.T. SILL PL W/ ANCHOR BOLTS <br />PER SW SCHEDULE OR NOTES <br />EDGE NAILING <br />CONC STEM WALL & <br />SLAB ON GRADE & REINF PER PLAIN <br />REINF PER PLAN --,\ <br />a i) a <br />T/ S LAB co <br />— — ° a� T/GRADE <br />x <br />— T VARIES <br />N O <br />— �z a, <br />B/FOOTING <br />COMPETENT NATIVE SOIL OR CONC FOOTING &REINF <br />COMPACTED STRUCTURAL FILL PER PLAN, CNTR'D ON <br />STEM WALL <br />OR PER GEOTECH REPORT — <br />ALTERNATE HOOKS <br />PER PLAN 6 <br />! <br />�. <br />SCALE: 3/, " 1 -0" <br />FLOOR OR ROOF FRAMING <br />PER PLANS & DETAILS <br />T/FLOOR <br />(ROOF @ SIM) <br />NUMBER OF STUDS <br />PER PLAN, (2) MIN <br />@ WALL ENDS <br />EDGE NAILING PER SHEAR <br />WALL SCHEDULE, STAGGERED <br />BLOCKING @ SHEAR WALL <br />SHEATHING PANEL EDGES <br />SHEATHING & NAILING PER <br />SHEAR WALL SCHEDULE <br />RIM BOARD PER PLAN <br />& DETAILS <br />T/FLOOR SHEATHING <br />(SLAB @ SIM) <br />THREADED ROD PER <br />SHEAR WALL SCHEDULE <br />(MIN '/8"0 @ 48"OC, <br />EMBED 7") <br />TYPICAL SHEAR WALL ELEVATION <br />BLOCKING PER DETAILS <br />BOTTOM PLATE NAILING PER <br />SHEAR WALL SCHEDULE <br />DBL STUD @ FLOOR —TO —FLOOR <br />HOEDOWN STRAP LOCATIONS <br />SLAB ON GRADE & <br />REINFORCING PER PLAN--, _ SL OPE <br />1 T/SLAB PER ARCH <br />I <br />� <br />x x�—x <br />° <br />SUBGRADE PER 2/S3.0 <br />a d <br />STEEP AS POSSIBLEI' - <br />- d V .d <br />REINF PER PLAN —— <br />COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL v � <br />OR PER GEOTECH REPORT PER PLAN T <br />24" <br />—= <br />##4 x I @ 24"OC <br />#4 CONTINUOUS, TOP <br />SIDEWALK OR GRADE <br />ELEVATION PER PLAN <br />�LOPF <br />fiJ,gY <br />i — -- <br />--T/GRADE <br />VARIES <br />0 <br />LLJ <br />` C) <br />N <br />J <br />B/FOOTING <br />" 0 1'-0" <br />SCALE.3/4 <br />%g" 0 x 24 LONG SMOOTH BAR @ 24"OC, <br />GREASE ONE SIDE IN DOWEL INSERT <br />N — WINF REINFORCING PER PLAN <br />F . <br />x xx-� ---�x a x x `__jPER PLAN <br />—� — ---11-" COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER GEOTECH REPORT <br />CONSTRUCTION JOINT � ---COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL OR <br />PER GEOTECH REPORT <br />---- SAWCUT OR 1'/2" PREMOLDED JOINT <br />WWF REINFORCING PER PLAN <br />x --HER PLAN <br />�a <br />H <br />I—) I INNI <br />4" COMPACTED GRAVEL OR SUBGRADE <br />PREPARATION PER <br />GEOTECH REPORT <br />\\ <br />-- <br />---COMPETENT NATIVE SOIL OR <br />CONTROL JOINT <br />COMPACTED STRUCTURAL FILL OR <br />PER GEOTECH REPORT <br />NOTES: <br />1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION/SLAB PLAN <br />2. USE "SO CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. <br />SAWCUT ALONG SHORT DIRECTION OF POUR FIRST <br />3. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF <br />MAX <br />TYPICAL SLAB ON GRADE JOINT DETAILS <br />(f/ <br />i <br />SCALE: N.T.S. <br />ADDITIONAL BLKG @ STUD POST <br />OR HOLDOWN LOCATIONS <br />DOUBLE TOP PLATE <br />SPLICE WALL SHEATHING ON ALTERNATE: iMST27 STRAP W/ <br />RIM BOARD WHEN FEASIBLE (30) 16d SINKERS, '/2 EA END, <br />STUDS @ 16" OC, TYP CENTERED, EA TOP & BOTT ItBREAK <br />FIELD NAILING PER SHEAR WALL T/PLATE <br />SCHEDULE <br />HOLDOWN PER PLAN & HOEDOWN <br />SCHEDULE <br />BOTTOM PLATE <br />FLOOR JOISTS W/ PLATE & <br />BLOCK PER PLAN & DETAILS <br />HF##2 PT PLATE, (2) 2x <br />OR 3x AS REQUIRED <br />FOUNDATION STEM WALL <br />@ PERIMETER <br />FOOTING @ PERIMETER DOTE._ <br />4' 0" MIN SPI JCF I AP <br />FLOOR JOISTS NOT SHOWN FOR <br />CLARITY. <br />TYPICAL <br />PLATE <br />SPLICE <br />DETAIL <br />ADD ADDITIONAL STUDS @ HOEDOWN <br />STRAPS OR FLOOR —TO --FLOOR <br />Ole <br />CONNECTIONS <br />BUNDLED STUDS PER PLAN <br />OR @ HOEDOWN LOCATIONS <br />ANCHOR BOLTS & WASHERS <br />�h� <br />PER SHEAR WALL SCHEDULE —� <br />—� <br />°ieHOLDOWN PER PLAN & <br />P.T. BOTTOM PLATE— <br />°�® SCHEDULE <br />e _, <br />�l� -- ADD'L R_ MASHER & <br />T/FOUNDATION WALL 1), <br />-- <br />NUT @ HOLDOWN <br />ANCHOR BOLTS PER <br />° I <br />a Gw I I SHEAR WALL SCHEDULE <br />�1� <br />$ <br />0 <br />a <br />0 - <br />a m T/FIN GRADE <br />a <br />a <s <br />Li <br />a. a <br />a <br />H --III- <br />4 ANCHOR BOLT & EMBED <br />T/FOOTING -� _ PER HOEDOWN SCHEDULE <br />° <br />a a Q .. <br />a a \ <br />Q <br />44 �, <br />a — CONCRETE STEMWAI L <br />a <br />a PER PLAN <br />CONCRETE FOOTING <br />PER PLAN <br />TYPICAL SHEAR WALL <br />HOLDOWN <br />CONNECTIONS AT FOUNDATION CONCRETE WALL <br />LC3 <br />SCALE: N.T.S. <br />BEARING/SHEAR WALL PER PLAN <br />PT SILL W/ ANCHOR BOLT PER <br />SHEAR WALL SCHEDULE_ OR NOTES <br />SLAB ON GRADE <br />PER PLAN <br />T/SLAB <br />PER PLAN a ° <br />X X 7C° III ,} -- —C a ? <br />� q <br />a s a a 4 <br />W \_11 <br />2 Q �a <br />a <br />SUBGRADE PER GEOTECH <br />7' I <br />COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL <br />TrIICKENED SLAB @ SIZE & REINFORCING OR PER GEOTECH REPORT <br />WALL PER PLAN PER PLAN ° <br />TYPICAL <br />dF INTERIOR THICKENED <br />B FOOTING <br />t BEARING <br />S i SHEAR - <br />i� <br />SCALE. 1" ® 1'-0" <br />T/ P LATE <br />(2) ROWS 16d NAILS STAGGERED <br />(WITHIN AREA OF SPLICE @ 6"OC) <br />(NOT REQUIRED @ ALTERNATE) <br />DOUBLE TOP PLATE <br />BREAK LOWER PLATE @ <br />STUD CENTERLINE <br />STUDS & SPACING PER PLAN <br />NOTE: <br />FLOOR/ROOF FRAMING NOT SHOWN FOR CLARITY. <br />TYPICAL HEADER CONNECTION <br />HEADER PER FL -MIN <br />DOUBLE TOP PLATE <br />(2) 10D TOE NAILS <br />NAIL KING STUD TO HDR Ord/ <br />(4) 10D NAILS <br />2x KING/TRIM STUDS w/(2) 10D <br />PAILS (STITCHED NAILING) @ 12" OC <br />„, I'l,UCTURAL LUMBER HEADER, <br />ADD 2x TRIM STUDS PER PLAN <br />SiMPSON STRONG —TIE STAGGERED ANCHOR BOL TS & 41/2"x3"x0.229" R WASHER <br />SLOTTED PLATE WASHERS It WASHERS PER SW SCHED PER SW SCHED <br />W/ %"0 ANCHOR BOLTS <br />3x30.229 BPS a-3 H 0 <br />x <br />4.5x3x0.229 BPS%-6 <c <br />_:E C <br />DOUBLE -SIDED SHEAR WALL <br />ANCHOR BOLT OPTIONS <br />NOTE: DIAL SLOTTED It WASHER f2" MAX, TYP <br />MAY BE USED W/ ADD'L CUT (� MASHER—TO—BOTT R EDGE) <br />WASHER PER SW SCHED — [SEE SW SCHED NOTES] <br />SHEAR WALL SHEATHING <br />PER SW SCHED, TYP— <br />SHEAR WALL STUD ��� SHEAR WALL SILL PLATE PER SW SCHED <br />PER SW SCHED, TYP �� % <br />ADD'L R WASHER MAY BE USED W/ HOEDOWN .& ANCHOR BOLT PER <br />HOLDOWN AB TO MEET SW AB REQM'T HD SCHED (WHERE OCCURS) <br />STRAP HOLDOWN PER NAILING TO MATCH BOTTOM PLATE NAILING <br />HD SCHED (WHERE OCCURS') ---:",PER SW SCHED <br />��— ANCHOR BOLT & It WASHER <br />PER SW SCHED, TYP <br />d 2 <br />_ _ Q <br />cn cn <br />EDGE NAIL SHEATHING PER 12 MAX <br />SHEAR WALL SCHEDULE — f <br />INFIL L SHEAR WALL <br />SHTG SHEATHING <br />TYPICAL PLAN VIEW- <br />SHEAR WALL HOLDOWNS & ANCHOR BOLTS <br />SCALE: 1" = 1'-0" <br />#4 CONTINUOUS, TOP <br />24" <br />##4 x 16" ( C 24"OC <br />THICKEN EDGE SLAB ON <br />GRADE PER PLAN <br />T/ SLAB <br />_ AbVAY CO T/GRADE <br />Q a 4 <br />—= -- VARIES <br />—T1 _F1— <br />SUBGRADE PlE 6/S-2 — �I I a <br />I 1.4 I H L <br />STEEP AS POSSIBLE (!' <br />-_— a 4 d i B/FOOTING <br />REINF PER ARCH DETAILS— <br />' I <br />COMPETENT NATIVE SOIL OR m <br />COMPACTED STRUCTURAL FILL <br />OR PER GEOTECH REPORT <br />k i f <br />SALE:'/4" 0 1'_0" <br />--- WALL FRAMING PER PLAIN, <br />SHEAR WALL WHERE OCCURS <br />P.T. SILL 1 W/ ANCHOR BOLTS <br />PER SCHEDULE OR NOTES <br />EDGE NAILING <br />SIDEWALK (DR GRADE <br />ELEVATION PER PLAN <br />1. <br />Lo <br />O <br />ew <br />�oo <br />w <br />"'0\� <br />O <br />z, <br />vi <br />O <br />0 <br />�i� <br />o <br />o'er <br />- <br />2020 <br />0 <br />cr <br />Ld <br />0 <br />U-i <br />(D <br />0 <br />F_ <br />IC <br />0 <br />U <br />Lu <br />z <br />Lu <br />STRUCTURAL <br />DETAILS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.M. <br />CITY OF EVER TT <br />REVIEWED FOR PEERMIT <br />z <br />