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I 0 IL OF SAW CUT y8 WIDE JOINT SAW CUT TO,Y4 DEPTH OF SLAB SEE PLAN K_ FOR SLAB 4 �_i 1 Y2" CLEAR DEPTH TO W.W.R. El I IEI III I SLAB -ON -GRADE AND SEE NOTE 2 REINFORCEMENT (TYPICAL) (SEE PLAN) NOTES: 1. JOINT IN SLAB TO BE SAWCUTAS SOON AS THE CONCRETE WILL SAFELY SUPPORT WORKERS AND EQUIPMENT. 2. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE. DETAILOF TYPICAL SAWN CONTRACTION JOINT AT SLAB ON GRADE SCALE: NONE I.,,,S,21 SECOND SLAB POUR 1� FIRST SLAB POUR 7 PNA DIAMOND DOWEL SYSTEM @18" (DIAMOND Y4 x 4 Y2 x 0'-4 Y2) 1 Y2" CLEAR S2.1 TO W.W.R. SEE PLAN 4 FOR SLAB EQ. A EQ. DEPTH % tREINFORCEMENT SEE NO E 1 SLAB -ON -GRADE AND (TYPICAL) (SEE PLAN) NOTES: 1. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE. DETAILOF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE SCALE: NONE � S2.1 to 11-011 ;1 01 It 3/4 x 10 x 0'-10 BASE PLATE )TEEL COLUMN SEE PLAN) 4) Y4" 0 EXPANSION ANCHORS VITH 9" MINIMUM EMBEDMENT NOTES: 1 . INSTALL EPDXY ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. SEE DETAIL 5 / S2.1 FOR EPDXY ANCHOR BASE PLATE AND LEVELING NUT ASSEMBLY. 3. SEE 7 / S2.1 FOR SECTION THRU COLUMN ON SPREAD FOOTNG. DETAILOF TYPICAL BASE PLATE LAYOUT AT SPREAD FOOTING r6 SCALE: NONE 1.- 8" 8" 10 Y4 x 12 x V-0 BASE PLATE (SEE COLUMN SCHEDULE) Ir _T CID r I-1 r.0 12" CONCRETE WALL HSS 4 x 4 x 3/16 COLUMN (SEE COLUMN SCHEDULE) 16" x 16" CONCRETE PIER REINFORCED WITH (4) #7 VERTICAL WITH MATCHING DOWELS INTO FOOTING AND #3 TIES @ 12" ON CENTER 2" (TYPICAL) 9 NOTES: 1. SEE DETAIL 6 / S2.1 FOR ADDITIONAL BASE PLATE AND ANCHOR ROD INFORMATION. SECTIONOF 16" x 16" CONCRETE PIER SCALE: Y411 = 11-001 10 S2.1 SECOND SLAB POUR I FIRST SLAB POUR T DIAMOND PLATE ASSEMBLY AT 18" o.c. CONSTRUCTION JOINT 11 PLAN DETAIL OF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE r 3 - SCALE: NONE �Sll 0 STEEL COLUMN (SEE PL) STEEL COLI (SEE PLAN) i OF COLUMN BASE PLA7 (SEE COLL SCHEDULE SEE DETAIL 6 1 S2,1 FOR COLUMN BASE PLATE AND ANCHOR SIZE 4" MINIMUM CONCRETE 1 Y2" NON -SHRINK GROUT COVER AROUND COLUMN AND BASE PLATE FINISH FLOOR Nk IF F LO V-6" MINIMUM AT -1" MINIMUM AT EXTERIOR COLUMNS. 1 ' V-0" MINIMUM AT EXTERIOR COLUMNS. INTERIOR COLUMNS 4 < 7" MINIMUM AT INTERIOR COLUMNS 4 4< SEE PLAN FOR FOOTING SIZE AND REINFORCEMENT SECTIONTHRU COLUMN ON SPREAD FOOTING r 7- SCALE: Y411 = 11-011 S2.1 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING (SEE CIVIL) #4 @ 18" o.c. 30-010 W.W.R. (SEE PLAN) 1 1 TOP OF SLAB I w Ai SEE PLAN 7 77 7 F �tE E F zo < -,I M E I- -I I 1E] I 1=1 I (3) # 4 CONT. TOP AND BOTTOM SECTION THRU SLAB EDGE AT STOREFRONT 11 - SCALE: YV = 11-011 �Sll OF COLUMN rL OF COLUMN EDGE OF COLUMN SLAB ISOLATION JOINT COLUMN ISOLATION JOINT - — - — - — - — - — - STEEL COLUMN rL_OF (SEE PLAN) COLUMN BASE PLAWTE L M (SEE COLUMN SCHEDULE) (2) #4 BARS x T-O" (2) #4 BARS x T-O" LONG (TYPICAL) LONG (TYPICAL) DETAILOF TYPICAL COLUMN ISOLATION JOINTS r 4 SCALE: NONE �V S2.1 HSS COLUMN (SEE PLAN) TYPICAL yl 6 SEE DETAIL 10 / S2.1 FOR ADDITIONAL INFORMATION A 4 (3) #3 TIES @ 2" o.c. 4 16" x 16" CONCRETE #3 TIES @ 12" o.c. PILASTER A SEE FOOTING (4) #7 VERTICAL SCHEDULE FOR SIZE (2 AND REINFORCEMENT )TIES MINIMUM IN FOOTING 4 SECTIONTHRU COLUMN ON CONCRETE PILASTER r8- SCALE: Y411 = 1 1-011 S2.1 EDGE OF CONCRETE Y2" PREMOLDED EXPANSION JOINT EXTERIOR PAVING (SEE CIVIL) #4 @ 18" o.c. 31-011 Y211 W.W.R. (SEE PLAN) 01 TOP OF SLAB Ak, r SEE PLAN LO 4 (3) # 4 CONT. TOP I —I I E I P AND BOTTOM 11-611 SECTIONTHRU EXTERIOR WALL FOOTING r12 SCALE: Y411 = 11-011 S2.1 % x 2 x 0'-2 PLATE WASHERS ABOVE AND BELOW BASE PLATE (SEE NOTE 2) ANCHOR ROD HOLES 5" MINIMUM (SEE NOTE 1) 1 Y2" NON - SHRINK GROUT PROJECTION PROVIDE LEVELING NUT EPDXYANCHOR EMBEDMENT. SEE 6 / S2.1 EPDXY ANCHOR ROD (SEE COLUMN SCHEDULE FOR 4 < ADDITIONAL INFORMATION) NOTES: 1. PROVIDE ANCHOR ROD HOLES CONFORMING TO TABLE 14 - 2 (AISC STEEL CONSTRUCTION MANUAL). 2. PROVIDE WASHERS CONFORMING TO TABLE 14 - 2 (AISC STEEL DETAIL OF EPDXY ANCHOR ROD ASSEMBLY 5 SCALE: NONE �,S2.1 ATTACH STUD TO TRACK AT WALL ENDS WITH (2) #12 SCREWS EACH SIDE. ATTACH ALL OTHER STUDS TO TRACK WITH (1) #12 SCREW EACH SIDE. W.W.R. (SEE FOUNDATION PLAN NOTE #1 B) TOP OF SLAB I SEE PLAN 4 4 I IL 11-611 COLD FORMED METAL STUD WALL (SEE PLAN) ATTACH INTERIOR TRACKS TO SLAB WITH %" 0 EXPANSION ANCHORS WITH 3 Y8" EMBEDMENT @ 30" o.c. (LOCATE ADJACENT TO STUD) LO 11- OF TYPICAL INTERIOR STUD WALL SECTION CONNECTION TO SLAB ON GRADE 9 SCALE: Y411 = 1 1-091 �Sll EDGE OF CONCRETE Y2" PREMOLDED #4 @ 18" o.c. EXPANSION JOINT -011 _J 2 W.W.R. (SEE PLAN) EXTERIOR PAVING V-2 (SEE CIVIL) TOP OF SLAB Alk r - 1% SEE PLAN `-F 10 4 IjT I ml I I El I < 4 L (3) # 4 CONT. TOP AND BOTTOM 11-211 4#1 V-6" SECTION THRU EXTERIOR WALL FOOTING SCALE: Y411 1 1-011 S2.1 bennett&pless Experience Structural Expertise Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando 1964 - 20 19 Celebrating 55 Years of StructuralExcellence, 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 ,%%%'r G)II P q V'f V _Ns� N �N 5110 I 4t .1 No. 32427 J 1�jj STATE OF (4- IV, At I a 04-03-2019 w w Of Z03 LLJ (D LLJ W 0 _j Er ZO �W: z < < Lud W _j w < z OU w _T2 _j 0 < co cr < w z <T= �_ , = _wl F< �,-) F - - 8 8 '0 It w 25: V 0 Er Z ozz:Do 3�:_o �a� Lp LU 0 0 < 0 F Cr . = nz0zw,-,z)z!�=0z ZwjI-Lf) o tgol,-LLO < �E y LLJ F-- U LLJ LL Z (f) 0 z F- 0 2 z w 0 -_0 WE 5 z z w f- 6 D T 1z 'U 0 < < 0 Lu w w Z LL_ _j Q [L 0 (D LIJ w i (L af z < 0 < LU Ljj Z a- �E Ly < — < ch a- LU W < LL; LL 3: Lu W U w U LU F__ Z Ch w U < W w W 0-1 < z — w = L/) < M < EL FJ) C� 0 �- > it- 0 'm V to a3 CIO >1 rzi IISSUE: FOR CONSTRUCTION LVISIONS: I I PROJECT NUMBER 201812 DATE 04-03-2019 I I SIIEET NUMBER I I 0