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05-1120-017O I Z C2 (SEE COLUMN SCHEDULE) c� z Y z 2 � cn o zof zz N FINISHED GRADE. SEE ARCH. DRWGS. BASE PLATE, SEE COLUMN SCHEDULE FOR DETAILS i 4" CONC. SLAB SEE FND. PLAN FOR DETAILS SEE PLAN FOOTING PER FND. PLAN • 0 VAPOR BARRIER 8 "x16" CONC. PEDESTAL W/ 4 #6 VERT. AND #3 TIES ® 4" O.C. 8" CMU WALL 8 "x16" CONC. ENCASEMENT TYP. AT EACH C2 COL.UMN #5 VERT. REINF. LOCATION 0 8" 0/C No 9 Go HORIZONTAL JOINT REINF. 0 8" 0/C O • O • • O • O O BASE PLATE SEE COLUMN SCHEDULE C2 COLUMN SECTION 'A' %1 EXTERIOR STEEL COLUMN FOOTING WALL BEYOND SEE ARCH. OR PLAN FOR STEP � 4 n,W 4 <• n 1/2" EXPANSION JOINT WHERE EXTERIOR SLABS ABUTTS BUILDING 3/4" = 1' -0" 30" LAP -2 #5 95 % COMPACTION A9 JOINT REINF 0 8" o/c ELOW FINISH FLOOR WALL FOOTING PER PLAN ■ AND SCHD Y CLR. WIDTH 1 SECTION AT DOOR OPENING 3/4" = 1'- CONTRACTOR MAY SUBSTITUTE PRECAST LINTEL AND POUR CONCRETE TIE BEAM AS SHOWN BY ADDING #5®6 " o/c HORIZONTAL AND 3 0 o/c STIRRUPS _., ............................ 1 ;....- :::::::.....r....:.:.::::: -r F ALL OP NINGS 3 -0 T 5' -0" PROVIDE 15 RT. EA. SIDE OF OPENING. U ESS INDICATED OTHERWISE I PLAN. ' r r 0 8 - PROVIDE 2 RT. SIDE OF OPENIN N1~ESS :iiD1aTEt)':: Oiii jERWt N IPLAN. I� OPENING CONC. TIE BEAM PER FRAMING PLANS L NOTE: L #5 024" 0 /C. ' PROVIDE 2 #5 x OPENING WIDTH +2' -0 ", TOP REINFORCEMENT UNDER ALL WALL OPENINGS 4' -0" AND WIDER. TYPICAL WALL OPENING REINFORCING CAP PLATE 3/4 "x8 "x12" W/ (3) 3/4 "0 x0' -8" HDAS TS2 3/4" = 1' -0" CAP PLATE 1 "x12 "x12" W/ 1/2" THK. STIFF PLATE EA SIDE AND (4) 3/4 "0 x0' -5 1/2" HDAS or I' I TS 3-1/2"x3-1/2"x3/8"" TS 1 I I TS 4 "x4 "x1 /4" I I 1` BASE PLATES 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. 12" TIC 4#5 VERT. a0 #308" O.C. TIES 16" TC 1 " 4#6 VERT. 00 #3®8" O.C. TIES TC 2 4#5 VERT. 00 #3®8" O.C. TIES 16" TC3 . • co 7#5 VERT. #308" O.C. TIES 24" I BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. CAP PLATE 3/4 "x8 "x12" W/ (3) 3/4 "0 x0' -8" HDAS CAP PLATE 3/4 "x8 "x12" W /(3) 7/8 "0 x0' -8" HDAS TS 4 L WIDTH 12" NOTE: 1 - COORDINATE ELEVATIONS AND RISER DIMENSIONS WITH ARCHITECT. SLAB —ON —GRADE STAIR TS 4 "x4 "x1 /4" BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. I r 3 �I TS3 •. ( TS 3 "x7 "x1/4" { I ICI I BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. 110-0 � TC 7 . 4#5 VERT. °O #308" O.C. TIES I 15" TIC 6 #5 VERT. • #308" O.C. TIES TC$ 4 #5 VERT. #308" O.C. TIES 14" TC5 4 #5 VERT. • #308" O.C. TIES 18" TC6 ao 6 #5 VERT. • #308" O.C. TIES COLUMNS SCHEDULE 3/4" = 1' -0" CONCRETE STAIR AT SLAB ON GRADE LE FL RE LE RE WLE RE L/3 L/3 L/3 L/3 L/3 L/3 O O ® O O O LE L BOTT. I L BOTT. I L BOTT. I L BOTT. L1 L L2 L3 CANT. "Will O1 REINFORCEMENT COVER: 1 1/2" CLEAR TO STIRRUP. `- 20 TENSION SPLICES PER GENERAL NOTES „ 30 1/3" BASED ON GREATEST ADJACENT SPAN. REINF. TYPE � OR "M" BAR o ° ® PROVIDE STIRRUPS ( #3 SIZE) U.N.O. 1 # 4 EACH FACE FOR " D " > 30" 50 FIRST STIRRUP ® 2" FROM FACE OF COLUMM. I "W, © ALL MEMBERS TO BE READ FROM LEFT TO RIGHT it of` UPTURNED BEAM AND BOTTOM TO TOP ON FRAMING PLAN. 70 HOOKS TO BE STANDARD 90 DEGREES. ® STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE 32" LAP TOP BARS STIRRUPS REMARKS W ..........._............ LE FL # 3 ® 12" 0/C EACH WAY SEE ARCH. SHAPE SPACING TB .... C .......................... .::1f 2 #5 ........... c ? °o 'n`: .::�',� °u' = >• �J # 3 NOSING (4) ®12"; BAL. ® 48" 0/C ................ .......... ......................... ........................ 8" ,f,3 ` `fir 4 1 BAR TYP 2 #6 #3 © ®12" 0/C w o ...f ............... ...........E................... -� �o JW - �..il . " " " ' 8x8 CONC. SILL # 5 ®16" 0/C MAX. W/ ll .•. o 1_ SEE ARCH. REINF. WITH - .. -. - -- 9 JOINT REINF 0 8" o/c #5. PLOW 2 #8 . -�� 2 #8 om FINISH FLOOR WALL FOOTING��� PER PLAN —�- VERT. REINF. OR © (6)06 "; BAL ® 10" 0/C U • • - , .� ���'` %% .. —.�. - C.M.U. 2 #7 AND SCHD 2 #7 #3 © :PANEL :........ ::::....:::::.::::::::::::::::: TIE COLUMNS AS SHOWN ON PLAN. I 3' CLR. I 2 #5 LONG. L NOTE: L #5 024" 0 /C. ' PROVIDE 2 #5 x OPENING WIDTH +2' -0 ", TOP REINFORCEMENT UNDER ALL WALL OPENINGS 4' -0" AND WIDER. TYPICAL WALL OPENING REINFORCING CAP PLATE 3/4 "x8 "x12" W/ (3) 3/4 "0 x0' -8" HDAS TS2 3/4" = 1' -0" CAP PLATE 1 "x12 "x12" W/ 1/2" THK. STIFF PLATE EA SIDE AND (4) 3/4 "0 x0' -5 1/2" HDAS or I' I TS 3-1/2"x3-1/2"x3/8"" TS 1 I I TS 4 "x4 "x1 /4" I I 1` BASE PLATES 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. 12" TIC 4#5 VERT. a0 #308" O.C. TIES 16" TC 1 " 4#6 VERT. 00 #3®8" O.C. TIES TC 2 4#5 VERT. 00 #3®8" O.C. TIES 16" TC3 . • co 7#5 VERT. #308" O.C. TIES 24" I BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. CAP PLATE 3/4 "x8 "x12" W/ (3) 3/4 "0 x0' -8" HDAS CAP PLATE 3/4 "x8 "x12" W /(3) 7/8 "0 x0' -8" HDAS TS 4 L WIDTH 12" NOTE: 1 - COORDINATE ELEVATIONS AND RISER DIMENSIONS WITH ARCHITECT. SLAB —ON —GRADE STAIR TS 4 "x4 "x1 /4" BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. I r 3 �I TS3 •. ( TS 3 "x7 "x1/4" { I ICI I BASE PLATE 3/4 "x12 "x12" W/ (4) 3/4 "0 x1' -6" A.B. 110-0 � TC 7 . 4#5 VERT. °O #308" O.C. TIES I 15" TIC 6 #5 VERT. • #308" O.C. TIES TC$ 4 #5 VERT. #308" O.C. TIES 14" TC5 4 #5 VERT. • #308" O.C. TIES 18" TC6 ao 6 #5 VERT. • #308" O.C. TIES COLUMNS SCHEDULE 3/4" = 1' -0" CONCRETE STAIR AT SLAB ON GRADE LE FL RE LE RE WLE RE L/3 L/3 L/3 L/3 L/3 L/3 O O ® O O O LE L BOTT. I L BOTT. I L BOTT. I L BOTT. L1 L L2 L3 CANT. "Will O1 REINFORCEMENT COVER: 1 1/2" CLEAR TO STIRRUP. `- 20 TENSION SPLICES PER GENERAL NOTES „ 30 1/3" BASED ON GREATEST ADJACENT SPAN. REINF. TYPE � OR "M" BAR o ° ® PROVIDE STIRRUPS ( #3 SIZE) U.N.O. 1 # 4 EACH FACE FOR " D " > 30" 50 FIRST STIRRUP ® 2" FROM FACE OF COLUMM. I "W, © ALL MEMBERS TO BE READ FROM LEFT TO RIGHT it of` UPTURNED BEAM AND BOTTOM TO TOP ON FRAMING PLAN. 70 HOOKS TO BE STANDARD 90 DEGREES. ® STAGGER LAPS WHERE SPACING IS LESS THAN 3 BAR DIAMETERS. REINFORCED CONCRETE BEAM SCHEDULE MARK SIZE BOTTOM BARS TOP BARS STIRRUPS REMARKS W I D LE FL RE SIZE SHAPE SPACING TB 8" 12" 2 #5 2 #5 #3 © (4) ®12"; BAL. ® 48" 0/C TB1 8" 16" 2#6 e� 2 #6 #3 © ®12" 0/C w o z -� -� �o co �M 2B1 8" 24" 2 #8 d, o 2 #8 om #3 © (6)06 "; BAL ® 10" 0/C (UPTURNED BEAM) 2B2 8" 18" 2 #7 5 2 #7 #3 © (6)06 "; BAL ® 10" 0/C A 2B3 10" 24" 2 #9 2 #6 #3 © (6)06 "; BAL ® 10" 0/C cd 2B4 an 18" 2#6 M 2 #7 ; m #3 © ®6" 0/C 2B5 8" 24" 2 #8 2 #6 #3 O (6)06 "; BAL ® 10" 0/C zE4 THIS DRAWING IS-THE P@PERTY OF DAVID WEARNE JOHNSON ;X ARCHTfECT LRB1 8" 18" 2#6 10 ANY OTHER PART" ,APT AS - 2 #6 O 000 #3 0 ®8" 0/C �0) LRB2 8" 12" 2 #6 2 #6 #3 fl ®4" 0/C LRB2 8" 12" 2 #6 �C) < 2 #6 JAL M c W U #3 © 08" 0/C a Goo � E- z z R61 8" 24" 2 #8 2 #6 REVISION #3 E] 08" 0/C DATE 5 -16 -05 SHEET NO. S -6 NOTE 1: MIN., DROP BEAM BOTT. 0 OPENINGS & ADD 2 #5 BOTT. AND ADD #3 STIRRUPS 0 10" 0/C 1- HAL , NFL HER 0EZ U co w to E-1 C9 x CQ cQ w W �o e� O m VI w o z -� -� �o co �M rA W rn ca d, o om a rn 5 A b 4° W cd a '0 Cu w 0 U3w M ; m O cr 0 0 O zE4 THIS DRAWING IS-THE P@PERTY OF DAVID WEARNE JOHNSON ;X ARCHTfECT JzzL� - OTHERWISE, N-R9!9DED FOR BY CONTRACT. THE COTENTS OF 'THIS CRAWING ARE CONFIDENTIAL AND SHALL NOT BE' iWsyrffED 10 ANY OTHER PART" ,APT AS - ;%LiI TO BY THR APV.a, ECT. O 000 � I w N m M �0) _o Q O U EE FL� o W W j Ir 0 Q a V) b LL � co Q U �C) < W JAL M c W U ^c L a Goo � E- z z z 0 REVISION DATE DATE 5 -16 -05 SHEET NO. S -6