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311 SEE ARCHITECTURAL DRAWINGS CONCRETE SLAB ON METAL DECK (SEE PLAN) SEE CIVIL SECOND FLOOR OIL 141-- x t* X M_ 01-Off 41 ;_ �. EL. 4 SLOPE A 4 < 4 UL 5 x 5 x % CONT. WITH Y2" 0 4 4 x 5" EMBED. SCREW ANCHORS @ 12" o.c. 4 A- Q__9_ 4 #5 @ 12" o.c. EACH WAY, EACH FACE #5 @ 12" o.c. DOWELS #5 6" o.c. DOWELS CONT. KEY WAY < 1714 WITH WATER STOP J Z FLOOR '14 0 — L0 101-8 W Z w w (1) OF FOOTING % 1 wl_ �1: ii 11-8 w w w w w 4 4 LAB REINFORCEMENT 4 4 4 OT SHOWN FOR 4 A 4 HE =1 LARITY —`F1 F1 -1 --' -'H1 T--'' SEE PLAN FOR FOOTING 7T_ _L 31-011 11-011 11-011 REINFORCEMENT ? e__ SEE PLAN SECTIONTHRU EXTERIOR WALL - BUILDING A SCALE: M461 = 11-01f _'\'S2�.2 NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. EDGE OF CONCRETE V 0 x 4" EXPANSION ANCHOR @ 2'-0" o.c. of METAL STUDS (SEE PLAN) 72 rMMMULUCU #4 @ 18" o.c. EXPANSION JOINT _\ \ � 3'-011 Y211 W.W.R. (SEE PLAN) EXTERIOR PAVING 0 (SEE CIVIL) TOP OF SLAB,6 M SEE PLAN `iw 4 (4) # 4 CONT. (3) # 4 CONT. THRU EXTERIOR WALL SECTIONFOOTING AT BUILDINGS B - G �6 SCALE. Y4411 = 11-014 \,S2.2) SEE ARCHITECTURAL DRAWINGS PROVIDE HOOKED BARS INTO BOND BEAM 8" CMU BOND BEAM WITH (2) #5 BARS CONT. (PROVIDE CORNER BARS) 8" CMU BLOCK WITH #5 BARS @ 16" o.c. VERTICALLY AND HORIZONTAL LADDER REINFORCEMENT @ 16" o.c. NOTE: SEE ARCHITECTURAL AND CIVIL PLANS FOR LOCATION AND DIMENSIONS OF DUMPSTER WALLS MATCHING DOWELS AT EACH VERTICAL BAR. SEE 3 / SO.2 FOR TENSION LAP SPLICE LENGTH. Y2" PRE -MOLDED EXPANSION JOINT MATERIAL EXTERIOR PAVEMENT (SEE CIVIL) Z Mw I? C� 1= 4 4 L (4) #5 BARS, TOP AND BOTTOM #5 BARS TOP AND BOTTOM @ 12" o.c. 31-6" SECTION THRU EXTERIOR DUMPSTER WALL 1 0111-10- SCALE: NONE \,"82-.2- a SECOND FLOOR 'F EL. 0'-0" SEE ARCHITECTURAL DRAWINGS SEE CIVIL SLOPE CONCRETE SLAB ON METAL DECK (SEE PLAN) L 5 X 5 x % CONT. WITH Y2" 0 x 5" EMBED. SCREW ANCHORS @ 12" o.c. #5 @ 12" o.c. EACH 4 WAY, EACH FACE LEDGE EL. VARIES C4 I/ SEE WALL ELEVATION #5 @ 12" o.c. 4 #5 @ 12" o.c. DOWELS Y7 4 #5 @ 6" o.c. DOWELS CONT. KEY WAY < C'4 WITH WATER STOP J 6 Z C/) FIRST FLOOR 0 — LID EL. = -10'-8 U) W Z Uj w (f) TOP OF FOOTING EL. -11'-8 1 1 1 q I 1 —11 —1 - w w w w w 4 LAB REINFORCEMENT < OF OT SHOWN FOR 4 0 LARITY 4 _�T I IT - F11 SEE PLAN FOR FOOTING 31-01' 11-011 11-011 REINFORCEMENT SEE PLAN SECTIONTHRU EXTERIOR WALL - BUILDING A llI"fff` �2 SCALE: Y411 = 1 1-011 NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. EDGE OF CONCRETE Y2" PREMOLDED #4 @ 18" o.c. EXPANSION JOINT 31-011 Y2#1 W.W.R. (SEE PLAN) EXTERIOR PAVING 0 11-211 (SEE CIVIL) 04 I Ll I LO TOP OF SLAB OL CID E HE _11F9 F__ A., 4 (4) # 4 CONT. 11-611 (3) # 4 CONT. lie THRU EXTERIOR WALL SECTIONFOOTING AT BUILDINGS B - G 7 SCALE: %ff = 11-011 S2.2 SWINGING DOOR BY OTHERS (SEE ARCHITECTURAL DRAWINGS) (3) #3 TIES AT 2" ON CENTER, (2) ADDITIONAL TIES EQUALLY SPACED IN PIER EXTERIOR PAVEMENT (SEE CIVIL) FOUNDATION SIZE AND REINFORCEMENT TO MATCH WALL BEYOND. EXTEND WALL FOUNDATION 2'-2" BEYOND COLUMN CENTERLINE. N 6'-0" MAX - SEE ARCH (8) #6 VERT. (3 EACH FACE) (4) #5 EACH WAY, TOP AND BOTTOM to 11-8" (2) #3 TIES gy 2 o.c. AT BOTTOM OF POST 4'-0" SQUARE 01 SECTION THRU DUMPSTER GATE SCALE: Y4" = 1 1-019 \\ S2.2 Uj LIJ U) C) A CONCRETE SLAB ON OIL SECOND FLOOR METAL DECK (SEE PLAN) X-L X )i EL. = 0'-0" I 119laol-JI111UT "1'044 `r SEE WALL ELEVATION SEE 1 / S2.3 SEE ARCHITECTURAL DRAWINGS SEE CIVIL S SLOPE LOPE -"'W ! 4 31 .S OL LEDGE EL. VARIES 'F SEE WALL ELEVATION SEE 1 / S2.3 311 4 < d TYPICAL EXTERIOR FRAMING (SEE PLANS) #5 @ 12" o.c. EACH WAY, EACH FACE WITH MATCHING DOWELS. SEE 2 / S2.2 FOR CONTINUATION NOTES: 1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON SO.1 FOR BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL. 2. SEE GENERAL NOTE NUMBER 6 ON SHEET SO.1 FOR CONTRACTORS RESPONSIBILITY FOR SHORING AND ERECTION. SECTIONTHRU EXTERIOR WALL - BUILDING A r3 SCALE: Y411 = 11-001 102.2 EDGE OF CONCRETE #4 @ 18" o.c. Y2" PREMOLDED if -Off EXPANSION JOINT W.W.R. (SEE PLAN) EXTERIOR PAVING C14 TOP OF SLAB OIL (SEE CIVIL) PLAN \ir 77 �7 —IIE I I I d I I— I I ��El I 1_1 I 1_1 111-11 (3);F 4 CONT. SECTIONTHRU EXTERIOR FOOTING AT ADA UNITS r 8 SCALE: Y411 = 1 1-011 111 S2.2 CONCRETE SLAB ON SEE ARCHITECTURAL METAL DECK (SEE PLAN) DRAWINGS SEE CIVIL #4x3' -0" @ 18" o.c. SECOND FLOOR EL. U-10" —I I M 1 —1 L 5 x 5 x % CONT. WITH Y2" 0 x 5" EMBED. SIMPSON TITEN 1_1 I M HD @ 12" o.c. SEE 1 / S2.2 FOR CONTINUATION SECTIONTHRU 4� EXTERIOR WALL - BUILDING A //" SCALE: X411 = 11-011 '\!2�_2 8" CMU (SEE PLAN FOR MATCHING DOWELS AT EACH REINFORCEMENT) 7-: VERTICAL BAR. SEE 10 / SO.2 FOR TENSION LAP SPLICE LENGTH W.W.R. (SEE FOUNDATION PLAN NOTE #1 B) jj\ TOP OF SLAB SEE PLAN -11 14 LO (2) #5 CONT. #5 @ 16" o.c. REINFORCEMENT EQ. "r EQ. 01 TRANSVERSE LAYER SUPPORT 21-011 (SEE NOTE 1) NOTES: 1. PROVIDE CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE FOR LOWER LAYER. MAXIMUM SPACING = 36" THICKENED SLAB FOOTING SECTION AT INTERIOR CMU WALL r5 SCALE: Y411 = 1 1-011 _102.2) 121-0" 2, --Air . . ................ + FF 41-01 01 01 9. 10 9 04 ri 0 41-011 L IV- NV CID L MIMI DUMPSTER ENCLOSURE FOUNDATION PLAN SCALE: Y411 = 1 1-011 bennett&pless 10 Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 2019 Celebrating 55 Years of Structural Excellence 47 Perimeter Center East, Suite 500 Atlanta, Georgia 30346 Tel. 678 990 8700 Fax. 678 990 8701 Copyright 2019 - Bennett & Pless, Inc. All Rights Reserved B & P Job Number 18161 . ......... No. 32427 STATE OF -e �JAL 04-03-2019 w , " I— 0� �:? D N fuy, LU L u 0 LU U- oe z ?: C _j < Z " -i >- - L' j w I, L'i 0 w < LMU C0 < 0� < Uj L' LU 0 LL_ U -M, 1< 1) 5 0 ao zo U) Lu 2� < a ZD < 0 0��;i8OZ3:to Cl��LJLUCS Q 7 U) 0 z ) Lu Z' 'z �� a 0 t o o FO-- LOL. 0 < �= �_ -- LOL_ z Cwn 0 w U z LU - ZZ�_ZLLj MF ZLL' L2L:' Lv, J) D wa Uw 101- ao D =) Z-) OW ow'- E S > - �L _L1 < LLJ 2 LL- M H� z C OW '0) '0 L'L _j U < z LU a- z < 0 U) W CL w T: W LU U 10� C) W LLJ < LU U y Ch = Cf) U M $._4 C) oil 40. ISSUE: FOR CONSTRUCTION REVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 S14EET NUMBER 0