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NOTES: <br />1. <br />WOOD STUD WALL <br />2. <br />5/8" DIAMETER ANCHOR BOLTS <br />(1) <br />(6) <br />PER SHEARWALL SCHEDULE, 48" <br />(2) <br />7) <br />O.C. MAXIMUM <br />(3) <br />(8) <br />3. <br />TREATED BASE PLATE PER <br />4) <br />SHEARWALL SCHEDULE <br />4. <br />CONCRETE SLAB ON GRADE <br />Oo <br />_- <br />_ _ <br />5. <br />#4 HOOKED DOWELS AT 18" O.C., <br />00 <br />(9) <br />ALTERNATE BENDS <br />,00a <br />(5) <br />z <br />Pp <br />6. <br />SHEATHING AND ATTACHMENT PER <br />SHEARWALL SCHEDULE <br />6 <br />8° <br />� <br />w <br />- <br />7. <br />ENTER NOTE TEXT HERE <br />w <br />8. <br />FINISH GRADE OR CONCRETE <br />1'-4" MIN. <br />SLAB AS OCCURS <br />9. <br />8" CONCRETE STEM WALL <br />(MINIMUM) AND FOOTING <br />10. <br />(2) #4 BARS CONTINUOUS TOP <br />AND BOTTOM <br />WOOD STUD WALL FOOTING <br />SCALE: N.T.S. <br />NOTES: <br />1. CORNER BARS SAME SIZE AND <br />3) SPACING AS HORIZONTAL <br />REINFORCING LAP PER GSN (24" <br />g o MINIMUM) <br />° P ° 2. CONCRETE STEM WALL OR <br />FOOTING <br />Do <br />(2) (2) 3. ALTERNATE BENDS <br />4. REINFORCING PER PLANS AND/OR <br />8 DETAILS <br />(4) (4) <br />3" <br />1� <br />NOTES: <br />1. ANCHOR BOLT PER SHEAR WALL <br />SCHEDULE <br />2. SLOTTED PLATE WASHER <br />3. STANDARD CUT WASHER <br />SILL PLATE ANCHOR BOLT SLOTTED PLATE WASHER <br />SCALE: N.T.S. <br />all <br />F�l <br />PLAN -CORNER <br />REINFORCING IN CONCRETE FOOTING STEM/WALL � THICKENED EDGE CONCRETE SLAB <br />SCALE: N.T.S. <br />STUD <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />NOTES: <br />1. CONCRETE SLAB ON <br />GRADE <br />2. (1) #4 BAR <br />CONTINUOUS TOP AND <br />BOTTOM <br />3. TOOLED EDGE <br />4. CONCRETE SLAB OR <br />FINISH GRADE AS <br />OCCURS <br />>P � <br />(1)SAW CUT JOINT /- ( ) 3 <br />z 1,-0„ I 6„ rl I 6„ <br />� L L L <br />KEYED JOINT <br />1'-0° <br />NOTES: <br />1. CONCRETE SLAB ON GRADE <br />2. SAWCUT - 1/8" WIDE x 1/4 <br />SLAB THICKNESS IN DEPTH - <br />CUT SHALL BE MADE SOON <br />ENOUGH TO PREVENT SHRINKAGE <br />CRACKING, BUT NOT TO CAUSE <br />SPALLING OF THE CONCRETE <br />WHILE SAWING - WORK MUST BE <br />ACCOMPLISHED WITHIN (24) <br />HOURS OF CONCRETE PLACEMENT <br />3. CONTINUOUS KEY - SEE TYPICAL <br />DETAIL <br />NOTES: <br />A. KEYED JOINTS NEED ONLY OCCUR <br />AT EXPOSED EDGES DURING <br />PLACEMENT UNLESS SPECIFICALLY <br />NOTED ON THE PLANS <br />CONTROL JOINTS (C.J.) IN CONCRETE SLAB ON GRADE <br />SCALE: N.T.S. <br />6 MIN. NOTES: <br />1. LAP PER TYPICAL SCHEDULE <br />2. MAXIMUM 1/5 LAP BUT NOT <br />BAR CLEARANCE BAR OFFSET 3 MORE THAN 6" <br />(5) (6) 3. WIRE TIES <br />db SPLICE DETAIL <br />4. idb (1" MINIMUM) <br />5) ;� <br />5. INSIDE BEND RADIUS: <br />#3 TO #8 BARS - 3db <br />(7) ?((5) #9 TO #11 BARS - 4db <br />BEND AND HOOK DETAILS #14, #18 BARS - 5db <br />�1 (8) �1 6. 4db (2 1/2" MINIMUM) <br />7. 12db <br />10) S. 6db (4° MINIMUM) <br />9) g) 9. 135° BEND <br />(10)1-(10) <br />COLUMN TIES ob BEAM STIRRUPS 10. BEND AROUND: <br />1 1/2" PIN FOR #3 BARS <br />2" PIN FOR #4 BARS <br />2 1/2" PIN FOR #5 BARS <br />1 1/2" <br />N <br />B <br />➢ <br />o <br />P <br />P <br />> <br />p <br />KEYED JOINT <br />TYPICAL KEY IN CONCRETE <br />SCALE: N.T.S. <br />CLASS "B" LAP SPLICE LENGTH (IN INCHES) <br />f'c-2,500 PSI <br />f'c-3,000 PSI <br />f'c-4,000 PSI <br />f'c-5,000 PSI <br />REG <br />TOP <br />REG <br />TOP <br />REG <br />TOP <br />REG <br />TOP <br />#3 <br />6 <br />22 <br />16 <br />20 <br />16 <br />18 <br />16 <br />16 <br />#4 <br />32 <br />42 <br />30 <br />38 <br />26 <br />34 <br />24 <br />30 <br />#5 <br />40 <br />52 <br />36 <br />48 <br />32 <br />42 <br />28 <br />36 <br />TYPICAL CONCRETE REINFORCING BARS LAP SPLICE SCHEDULE FOR REINFORCING IN CONCRETE <br />SCALE: N.T.S. <br />NOTES: <br />(2) 1. CONCRETE SLAB <br />2. KEYED JOINT - REMOVE FORM <br />MATERIAL PRIOR TO PLACING <br />ADJACENT CONCRETE <br />A. ALL DIMENSIONS ARE T1/2" <br />NOTES: <br />A. TOP BARS ARE ANY HORIZONTAL <br />BARS PLACED SO THAT MORE <br />THAN 12" OF FRESH CONCRETE <br />IS CAST IN THE MEMBER BELOW <br />THE REINFORCEMENT. <br />B. UNLESS NOTED OTHERWISE, LAP <br />SPLICES IN CONCRETE BEAMS, <br />SLABS, WALLS, AND FOOTINGS <br />SHALL BE CLASS "B" TENSION <br />LAP SPLICES. <br />C. CONTACT STRUCTURAL ENGINEER <br />IF CENTER -TO -CENTER SPACING <br />OF REINFORCEMENT IS LESS <br />THAN (3) BAR DIAMETERS (<3db). <br />D. LAP SPLICES BASED UPON THE <br />FOLLOWING STEEL PROPERTIES: <br />#3 fy - 40 KSI <br />#4 AND LARGER fy - 60 KSI <br />U <br />J <br />J <br />w <br />O <br />Z <br />Y <br />O <br />�QJJ <br />I J� <br />z N <br />Q <br />V <br />U <br />��Lo <br />U <br />05 <br />p <br />co <br />00 E`o@� <br />O0 <br />i <br />vJ <br />�H-N <br />co <br />W <br />1 3/4" MAX. IF BORED HOLE <br />EXCEED 1 3/4" IN 2x4 TOP NOTE: -IF NOTCH OR HOLE EXCEEDS <br />PLATE OR 2 3/4' IN 2x6 50% OF TOP PLATE WIDTH, <br />TOP PLATE, STRAP E/S STRAP BOTH SIDES OF PLATES. <br />w d <br />NOTCH DEPTH & BORED HOLE <br />STAGGER STRAPS ® EA. SIDE. <br />SEE TABLE BELOW. <br />NOTCH IN PLATE <br />ui <br />HOLE EDGE DISTANCE 5/6" MIN. <br />� Z <br />3" MAX. <br />w <br />a <br />5 <br />NOTE: <br />o <br />BORED HOLES NOT PERMITTED <br />1/2 DEPTH <br />d MIN. <br />IN MORE THAN TWO CONSECUTIVE <br />DOUBLE STUDS <br />W <br />BORED HOLES <br />STUD SIZE <br />ENT. & BRN'G. <br />NON-BRN'G. <br />DEPT <br />STUD <br />WALLS <br />WALLS <br />SILL PLATE <br />2x4 <br />2x6 <br />1 7 16 <br />2 3 16 <br />2 1 B" <br />3 5 16" <br />ui <br />2-2x4 <br />2 1 6" <br />2 1/8 " <br />LOCATE ANCHOR BOLT 5" <br />MIN. 9" MAX. AWAY FROM <br />(h <br />2-2x6 <br />3 5/16" <br />3 5/16" <br />NOTCH OR END OF PLATE <br />f3f <br />p <br />NOTCH DEPTH <br />< <br />N <br />ENT. & BRN'G. <br />NON-BRN'G. <br />� <br />STUD SIZE <br />2x4 <br />7W fi� <br />1WLS 7L16" <br />' <br />2x6 <br />1 3 8 <br />2 3 16" <br />O <br />SIMPSON BPS METAL STRAP, <br />W <br />TYPICAL ® EACH PLATE CUT <br />16d's ® EACH SIDE. <br />U <br />W <br />N <br />w <br />O <br />_ <br />ANCHOR BOLTS PER PLANS <br />d <br />0 <br />w <br />NG LIMITS <br />PIPES THRU PLATES <br />SCALE: N.T.S. <br />0 <br />z <br />Q <br />ry <br />z <br />O <br />0 J <br />Z Q <br />O w <br />w <br />w <br />a <br />N <br />O <br />W <br />Z <br />N <br />N <br />pO <br />0 <br />N <br />SHEET <br />S4.0 <br />