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n <br />ry <br />Q <br />CL <br />LU <br />7- <br />0 <br />0 <br />LU <br />cry <br />0 <br />U <br />Z <br />M <br />e-- <br />0 <br />Lij <br />co <br />Z <br />0 <br />o� <br />V) <br />LLJ <br />C� <br />0 <br />Uj <br />V) <br />LU <br />Z <br />a� <br />0 <br />Lij <br />V) <br />0 <br />Z <br />_2 <br />N <br />CD <br />N <br />N <br />L0 <br />Z <br />CJ <br />A <br />';�y�"iS"s` � ,:ra �F4.3�+�i�S. f as; Y�'�s.•�a" y'fi', .���', <br />Ls HORIZ BARS <br />Lap Splices Straight Bar Development Hooked Bar Development <br />CLASS 1: �— — <br />Bars enclosed by db CLR R (MIN) db CLR (MIN) <br />column ties or <br />beam stirrups O <br />EDGE OF CONC REINF BAR EDGE OF CONC REINF BAR <br />COL TIES OR SPLICED BAR COL TIES OR 2 1/2" <br />BM STIRRUPS BM STIRRUPS CLR <br />-- -�_ - " _ -_ --_r (MIN) <br />Where Conditions <br />for Classes 1 & 2 Multiply lengths shown in schedule by 1.5 Multiply lengths shown in schedule by 1.5 <br />are not met <br />Notes: <br />1. All bars shall be developed & all splices lapped per ACE 318 for tension, uno. Table may be used where conditions meet criteria noted In diagrams. <br />2. Tables are applicable for normal weight concrete, only. <br />3. Toffy bars are horizontal bars with more than 12" depth of concrete cast below them. (wall horizontal reinforcement is exempt). <br />4. Where bars of different size are lap spliced, splice length shall be the larger of <br />a. Developed length of larger bar <br />b. Splice length of smaller bar <br />5. Where minimum straight bar development length cannot be achieved, use with standard hook. <br />6. Refer to concrete cover table for minimum concrete cover requirements. <br />Re <br />an rciD Bar Splice� men Lei <br />des <br />Scale: 1 1/2" = 1 r_0" <br />(GREATER OF D OR 4") <br />MIN, TYP <br />PROVIDE TRIM REINF AT <br />D PENETRATIONS AS REQ°D <br />(8" MAX, TYP) 2'-0'° MIN <br />BETWEEN GROUPS PER NOTE 2D <br />000, 00/0 <br />Ty ; i r, l Concrete Penetrations <br />•.,,i. io° if <br />Scale. 3/4" = 1'-0" <br />(1) TYP VER REINF <br />CORNER BAR <br />(1) TYP VERT REINF INTERSECTION BARS w/ <br />HORIZ BARS STD 90° HOOKS (ALT <br />® DIRECTION OF HOOKS) <br />°,°� ���.J Vu, STD 180° HOOKS <br />(HOOKS MAY BE SKEWED TO <br />MAINTAIN COVER) <br />Vngle,-Layer'Wall <br />Corner <br />Sin lle-La eir Wa9I Intersectlan Son 9e-Layer Wall9 End <br />Typical <br />Concrete Wall <br />Reinforcement <br />Scale: 3/4" = 1 °-0'° <br />. . F. 1. <br />• REI <br />TRIM REINF PER NOTE 2D, <br />ENTERED BETWEEN <br />DIENETRATIONS <br />Ls <br />30T'_'-- i,.\. <br />SPAN <br />REINFORCINGLIDEVELOPMENT LENGTH L <br />f c = 5,000 <br />psm, <br />Grade 60 Reinforcins <br />M9r6 �.�� <br />`$p�li�te Lengths <br />Min Straight Bar <br />Min Hooked Bar <br />Bar Size <br />(Ls) <br />Development Lengths <br />Embedment <br />(1-d) <br />Lengths <br />Top Bars <br />Other Bars <br />Top Bars <br />Other Bars <br />(ILdh) <br />#3 <br />22" <br />17" <br />17" <br />13" <br />7" <br />#4 <br />29" <br />23" <br />23" <br />17" <br />9" <br />#5 <br />36" <br />28" <br />28" <br />221' <br />11" <br />#6 <br />44" <br />34" <br />34" <br />26" <br />13" <br />#7 <br />63" <br />49" <br />49" <br />38" <br />15" <br />#8 <br />72" <br />56" <br />56" <br />43" <br />17" <br />#9 <br />81 " <br />63" <br />63" <br />48" <br />20" <br />#10 <br />92" <br />71" <br />71" <br />54" <br />22" <br />#11 <br />102" <br />78" <br />78" <br />60" <br />1 24" <br />"^^ ',) #11 BELOW TOP REINF & ABOVE <br />EINF, EA SIDE OF OPENING <br />1) #4 x 5"-0" DIAG AT EA LAYER <br />INF, TYP AT EA CORNER <br />BARS <br />EKING <br />Mau IOP & BOT REINF EQUAL TO HALF <br />OF THAT INTERRUPTED BY OPENING, <br />SPACED AT 3" OC, EA SIDE OF OPENING <br />"^'� (1) #5 TOP & DO <br />DE OF OPENING <br />(1) #4 x T-0" DIAG <br />LAYER OF REINF, <br />kT EA CORNER <br />K BARS <br />PENING <br />NOTES: <br />1. UNLESS NOTED OR SHOWN OTHERWISE, ALL WALLS SHALL BE REINFORCED WITH MINIMUM <br />REINFORCEMENT PER MINIMUM WALL REINFORCEMENT TABLE. <br />2. LAP WALL REINFORCING AT SPLICES Ls. <br />3. ALL VERTICAL REINFORCING IN CONCRETE WALLS SHALL BE CONTINUOUS FROM STRUCTURAL <br />FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST STRUCTURAL FLOOR ABOVE, UNO. <br />4. START HORIZ & VERT BARS 1 INCH CLEAR OF EDGE OF OPENINGS, SPACE REINFORCING BARS AT <br />EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. <br />5. UPPERMOST AND LOWERMOST HORIZONTAL REINFORCING IN WALLS SHALL BE PLACED WITHIN 1/2 <br />OF SPECIFIED SPACING FROM THE TOP AND BOTTOM OF THE WALL. <br />6. REFER TO TABLES ON 2/S3.01 FOR VALUES OF Ld, Ls. <br />7. SPLICES IN HORIZ REINFORCING SHALL BE STAGGERED. SPLICES IN TWO CURTAINS WHERE USED <br />SHALL NOT OCCUR IN THE SAME LOCATION. <br />8. HORIZONTAL STIRRUPS OR CLOSED LOOP TIES AT WALL ENDS SHALL EXTEND AT LEAST 12 INCHES <br />ABOVE AND BELOW ADJACENT OPENINGS AND SHALL MATCH HORIZONTAL WALL REINFORCEMENT <br />AND SPACING WHERE NOTED ON SHEAR WALL ELEVATIONS. <br />EXTEND HORIZ BARS EXTEND HORIZ BARS <br />IN SINGLE -LAYER WALL AT OUTSIDE -FACE <br />2x Ld 2 x Ld 2'-0 2'-0" <br />---Ii1I--dI1 -iii -iIi I <br />rl <br />Single -Laver Wall to <br />l <br />RS w/ STD 90' <br />- INSIDE FACE <br />CONSULTANT- <br />.......... <br />`.R>s <br />S <br />A�.'a 7 imlli. L 1 <br />1201 First Avenue South, Sate 3 10 <br />Seattle, Washington 03134 <br />203-402-5153 1uncl psahl.ce . <br />0 <br />U <br />< <br />s <br />Lo <br />�_o <br />0 <br />el- <br />E <br />100 <br />�5 <br />LU <br />< <br />CD <br />0 <br />0' <br />®ATE: <br />ISSUANCE: <br />PERMIT SET <br />05/26/2021 <br />STRUCTURALDRAWNG TITLE: <br />DETAIS <br />N <br />N <br />L0 <br />