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REBAR DEVELOPMENT LENGTHS& SPLICE LENGTH SCHEDULE ALTERNATE CORNER PIECE <br /> NOTE WHERE BAR BENDS OMITTED <br /> LAP SPLICE R = 3D #3 THROUGH #8 DEVELOPMENT LENGTHS CLASS'B'SPLICE LENGTHS 1L. 40D LAP FLANGED NEOPRENE CAULKING SEALANT _ <br /> R=4D #9,#10, &#11 BAR SIZE db(in.) TYP. HORIZ. BAR BENDS CONTROL JOINT. CONT. CONT. EA. SIDE � <br /> PER BOTTOM(in.) TOP(in.) BOTTOM(in.) TOP(in.) VERTICALLY <br /> SCHEDULE � <br /> #3 0.375 17 22 22 29 _ _ (2)#5 VERT. BARS CONT. HORZ. BARS <br /> o #4 0.5 22 29 29 38 EA. SIDE OF N THROUGH JOINT <br /> #5 0.625 28 36 37 47 JOINT 0, <br /> 4D <br /> #6 0.75 33 43 43 56 <br /> (2 1/2" MIN.) #7 0.875 48 63 63 82 CMU ALTERNATE <br /> BENDS ©2017 STARBUCKS COFFEE COMPANY <br /> LAP HOOK #8 1 55 72 72 94 <br /> #9 1.128 62 81 81 105 WHERE HORIZ. BARS <br /> #10 1.27 70 91 91 118 ARE CENTERED HORIZONTAL STARBUCKS COFFEE <br /> REINFORCING <br /> #11 1.410 78 101 101 131 <br /> N COMPANY <br /> 135° BEND 2 F NOTES: N SEATTLE,2401 UTAH AVENUE SOUTH <br /> 34 <br /> 'A 0 1. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE (f'c=4000 psi). (206) 318-1575 <br /> G 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST <br /> L u�1 \' THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CD �� 'A BELOW THE BARS. NOTE: MAX. DISTANCE BETWEEN EXPANSION CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> D �MAX. NSITION <br /> cp � 3. BOTTOM BARS ARE ALL VERTICAL AND HORIZONTAL BARS WITH LESS THAN 12" OF JOINTS SHALL BE APPROX.40' PROPERTY OF STARBUCKS CORPORATION, <br /> N O z WHERE HORIZ. BARS <br /> CONCRETE CAST BELOW THE BARS. UNLESS NOTED OTHERWISE WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> Q0I `r 6 4. FOR LIGHT WEIGHT CONCRETE, MULTIPLY TABULATED VALUES BY 1.33. THIS WORK. THEY SHALL NOT BE <br /> REPRODUCED (IN WHOLE OR IN PART), SHARED <br /> U TIE BEND 5. TABULATED VALUES ARE FOR REBARS WITH A MINIMUM CLEAR COVER OF db AND A WITH THIRD PARTIES OR USED IN ANY MANNER <br /> CD MINIMUM CLEAR SPACING OF 2db. FOR CASES NOT MEETING EITHER OF THESE ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> CRITERIA, MULTIPLY TABULATED VALUES BY 1.5. PROJECT WITHOUT THE PRIOR WRITTEN <br /> CONSENT OF STARBUCKS CORPORATION. <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CU <br /> : TYPICAL BAR LAP TYPICAL REINF. @CORNER / INTERSECTION TYP. CMU EXPANSION JOINT INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> 06 SCALE: N.T.S. PROTOTYPICAL STARBUCKS STORE (WHICHIS <br /> U SCALE: N.T.S. SCALE: N.T.S. SUBJECT TO CHANGE AT ANYTIME AND DO <br /> NOT REFLECT ACTUAL SITE CONDITIONS. <br /> U NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> co <br /> n NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> �I ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> I� FULLY EXECUTED BY BOTH PARTIES. <br /> u7 <br /> ARCHITECT OF RECORD <br /> CO mcg architecture <br /> r O � N • <br /> MM U C C <br /> 5 i <br /> LO M U QJ QJ — <br /> 00 OJ <br /> � U <br /> i c <br /> C/)CD <br /> N c <br /> X <br /> 1/4 3x FLANGE WIDTH NAILER vv/ 15635 Alton Parkway, Suite 100, Irvine,CA 92618 <br /> NI N 0 3/4" WELDED STUDS P:949.553.1117 F: 949.474.7056 <br /> 4Z <br /> @ 24" O.C. <br /> U (COUNTERSINK- 1/2" MAX.) ARCHITECT STAMP <br /> O <br /> 0 <br /> 07 <br /> STEEL BEAM SEE <br /> p PLAN <br /> N HSS BEAM <br /> WHERE OCCURS <br /> � II II <br /> � II II <br /> U <br /> U <br /> Q <br /> N <br /> 4W <br /> CO j SCALE: N.T.S. J <br /> z N <br /> W <br /> Lo <br /> UI > m <br /> C 2 aQ <br /> 0 <br /> 06 CO <br /> 0U U <br /> �I LU LUU LLO <br /> m <br /> Q zLL Q Q <br /> c� <br /> 06 w U C) <br /> U 7 < 7 <br /> � O <br /> 0 ^^ 0 <br /> n <br /> 0 <br /> I <br /> 1:T STORE #: 5470 <br /> LO PROJECT #: 03030-052 <br /> X <br /> m <br /> PROFILE TYPE: CORE <br /> ISSUE DATE: CHECKSET 2-10-20 <br /> M PROGRAM MANAGER: M.DREBIKA <br /> LO <br /> 00 STORE DESIGNER: M.DREBIKA <br /> X LEED®AP: N/A <br /> D CHECKED BY: A.FELDMAN <br /> m <br /> MCG PROJECT#: 18531 <br /> C) <br /> 0 MCG PROJ. MANAGER: C.LEE <br /> MCG PROJ. SPECIALIST: S.PARK <br /> U <br /> N <br /> O <br /> Revision Schedule <br /> OKA M O T O Rev Date By Description <br /> T_ STRUCTURAL ENGINEERS <br /> O <br /> N 3186 AIRWAY AVE.,SUITE F,COSTA MESA,CA 92626 <br /> P-(714)444-2422 kenokamoto.com <br /> OSE PROJECT#: 200075 <br /> QROFEssia <br /> Q ��o NA �� SHEET TITLE: <br /> ���� STANDARD <br /> LO 56349 DETAILS <br /> �c xp. 09-30 <br /> SCALE: AS SHOWN <br /> 0 <br /> OR CN \,q SHEET NUMBER: <br /> N �UCT��� <br /> O �¢ <br /> CN <br /> N SD1 <br /> co <br />