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00-0496-040 REVISIONS: FOOTING SCHEDULE A DADS COUNTY 0-01-9 0 111 lU © 110-m5-00 J BOTTOM a S GAUGE DUR-O-WALL HORIZONTAL z z RE I NFORGEMENT E REINFORCEMENT EVERY OTHER COURSE I (LADDER TYPE) tL p W w B G REMARKS A _ 0- IF36 A 36' 36' 12' W05 W15 ISOLATED FOOTING F42 A 42' 42' 12' (5)45 (5)s ISOLATED FOOTING 6'-3' S'-2" 3'-3" 3'-I0" 3'-8" -6" 4'-5' 31-41 16'-6' ISOLATED FOOTING F48 A 4B' 48' 12' lb)5 lb)5 ADD 2 01 RE INR BARS • EA k1AIM Q NING. MF24 B 24' CONT. 12' l3)5 5 • 48' or- I 1 x 7'-0' LONG. MONOLITHIC FOOTING ' � � 12 w/TRANSFER BARS � 8' TES C 8' CONT. as (I)IS THICKENED EDGE r4. IT[ lop 111111111� O- MASONRY UNITS C U) WF24 D 24' CONT. 20' (3)5 5 • 48'oa. 17V 4 r---� I M 5 x 8'-0' LONG. (T ) • A I • 12' ltYPa TYPICAL. DUR-O-WALL- DETAIL A I - ONG. ITOP) I A • 12' or- (TYP.) • PERIMETER � �I A TYPE-D O � I m SCALE: N.tS. TYPE-A TYPE-13 �+ 15'-6' 8 " 3'-3' 6 -� a FOOTING TYPE5 a I IF36 IF36 1 I � 2 I _ _ COL_U1"CN 5CHEDUL_E I 9 GAUGE DUR O WALL HORIZONTAL REINFORCEMENT EVERY OTHER CO MEE) Q �O RENFORCEMENT z i L N - ►� O 4' thk CONCRETE SLAB w/ 1 LAYER OF 6 o I ( t1�24 0 VERTICAL HORIZONTAL WI.4xWl.4 WELDED W(� MESH, OVER VAPOR 18 -i0" O ~� � BARRIER ON CLEAN, WELL COMPACTED FILL. I - ~� - DOUBLE MESH 60 • PERIMETER OF FTCs. SCI A 4'x_4'x �4' STEEL COLUMN - CONCRETE FILLED � G� I I C) B 6, x 16' 4-% 03 • Voc. � VD Z �n Q C2 _ I I O B 8' x12' 4-5 •3 • Vot. O L� FIN. vLA� -m I o E EV.= II I ( � I IF36 I IF42 j r — —__�j I_ IF36 3 TYPE-A -II r I- I I S-Im I TYPE-B 21 e I II I - r-� I I I I �I I SCI (I CI COLUMN TYPES C2 IT 4 24� I 8' x 8' xx 16MASONRY UNITS NOTE: ' ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. MF24 ( IF48 I L — — MF24 — — J IF36 — — `� FOUNDATION N O 5 CO � � � ~ ton I TED' co e I- -1 a � _ TEa - -� -I- - TED _ - -UJ,4 � CORNER DETAIL T�I L. TYPICAL. 1DUR O L.L- , _ � � w I CI CI L CROWD FLOOR SHALL CONSIST OF 4*k CONCRETE SLAB WITH b'xb L4xL4 WELDED WIRE MESH OVER VAPOR v� , J O O O L — -1 SCALE: N.T.S. BARRIER ON CLEAN"WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS UITHM 12' Cl L ( I I _ IF36 BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fe = 3900 PSI. w W IF36 I _ SCI SGI 2.PROVIDE (2)5 x 4'-0'Ig CORNER CRACK BARS • ALL CORNERS OF SLAB(AS INDICATED ON PLAN w/ Q),I a IF36 IF 2 cd 4'-3' 6'-6' 2'-11' 8-, � I 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOUN bERE. ,`� W 1.a CONTRACTOR SHALL COORDINATE AND VERIFY ,.a d A 4'-10" 3'-I" 4'-6' 4'-9' 3'-I" 4$-101 -1" 3'-3' -I' 3'-6" S'-0' '-4" 8'-01 -4' ALL DIMENSIONS WITH ARCHITECTURAL DWGsS- 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES CROWD FLOOR FILL CELL LOCATIONS. C) .� � z � 01 In = CONCRETE MASONRY WALL (DUR-O-WALL) W � 501L 5TATEMENT 1-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL At ALL CORNERS,NEXT t0 ALL .-� OPENINGS,AND 48'o.c.OR UNLESS NOTED OTHERWISE. I EA.." p d d' AS PER VISUAL. INSPECTION SOIL CONDITIONS At THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS N SLAB WITH ARCHITECTURAL DWGS. FOUNDAT ION PLAN - CYPRESS MODEL 4'x4'xV4 FOOTING OUTLINE CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER SCALE: 1/4' i'-0' STEEL COLUMN SHALL BE NOTIFIED PRIOR TO PROCEEDING UITH THE WORK THE ARCHITECT OR ENGINEER SHALL '�, • O INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION S 40UR •� � ' �: !�� 6 SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS REFER TO COLUMN SCHEDULE FOR REINFORCEMENT • In 4, 3 ARE SIMILAR TO THOSE UPON WHICH THE DESNG IS BASED ON. SEE SF$:C,SECT.2403. O = INDICATES COLUMN TYPE AND OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SH1011�1. ± , CONCRETE FILLED U4� REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. it BTEEL4kCOL4l1 N F��'O�'� O = INDICATES COLUMN TYPE AND= 4 START OF COLUMN At SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATION.REFER TO COLUMN SCHEDULE FOR REINFORCEMIENTS 4 FOR TOP OF TIE BEAM ELEVATION. , V4 + S.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 3,000 PSI. 7,1 CONCRETE COLUMN _ a (REFER TO COLUMN SCHEDULE FOR 51ZE AND REINP� ALL SPLICES SHALL A MIN. l u 48' BAR DIAMETERS I E 3/w/4A3 4'PLATE DIAP1. ANCHOR BOLTS AN I I BUILD NG 3 e 3/4-BABE PLATE _ 4' thk.CONCRETE SLAB w/4-3/4'DIAM t ❑ SEAL: ANCFIOR eolTa PLAN ° S-7 — — T1'P. U4, I SECOND POUR / - x° oa x 1 1 V41 I ELEV. _ -Irv..•:: 'r -l.l; o I 7/29/2000 ' *: t:�r: _ / \ ' \� \� \ DATE: GROUT TYP. '�:_*: �: -xt �� \� \\ m I V4' ° V2'EXPANSION JOIN r; ;�, ;.:r':-:`',� / \ m }' V4' ,r^r a a DRAWN BY: A. D. ELEv. ®'-®' ELEv _ -I'-4' �� �':: \/� / ° ° a \ ° \ CHECKED BY: C. D. .•. �+ / /. /. /�./�./� •' • •• ... r,• r,. / .. ' .. • • / / a a a ° / SCALE: i/4" _ �._0.. X AN SHEET / ISOLATED FOOTING \r\ /\ r\ /� / (REFER TO FOOTING SGIEDUI.E FOR SIZE REWORC&ENTS. U SEE FOUNDATION PLAN FOR SIZE AND REINF) FOR SIZE 4 REINFORCEMENTS. S - 7 I ISOLATED FOOTING - CONCRETE COLUMN DETAIL Miller Drive (SW 56th St) 5,45E PLATE DETAIL , 5,45E PLATE EXTERIOR DETAIL. 2 OF SHEETS SCALE: 3/4'=1'-m' SCALE: N.T.S. S-, SCALE: N.T,S. S-4 Y E -PL-AN PROJECT No.: CADD FILE: I