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00-0496-035 REVISIONS: A FOOTING sCHEDULE r>mm c mly 10-01- JJ J J © 10-00 Q w QuQ O � O BOTTOM Q 9 GAIxjE DUR-O-WALL HORIZONTAL z = REINFORCEMENT J REINFORCEMENT EVERY OTHER COURSE Lu FZ- J I (LADDER TYPE) o L w REMARKS 0 Q I M=36 A 36' 36' 12' (4)5 (4)5 ISOLATED FOOTING IF42 A 42' 42' 12' l5)5 (5)5 ISOLATED FOOTING C�) i ISOLATED FOOTING 5'-2' 3'-3" 3'-10" 3'-9" IF48 A 48' 48' 12' (6)5 lb)5 105 x 1'-0' LONG. MONOLITHIC FOOTING �' W ADD 2 01 RZ INF. BARS - M4 B 24' CONT. 12' l3)5 5 • 48' or- • t2' or- w/TRANSFER BARS • EACH SIDE OF OPENINCs• THICKENED EDGE TES C 8' CONT. 8' ll)5 MASONRY UNITS WF24 D 24' CONT. 20' (3)45 5 • 48'oc. e I I � e L� � — — — — , 2 - - - - B - - - - - - - - - X36 - - - - - - -� -I M ►--� MF24 8 I 1 • 5 x 8'-m' LONG. (TOP) ,_ 12' o.c. (tYP.) I _ I TYPICAL DURA-O-WALL DETAIL A A A z 1 5 x 0 LONG. (TOP) A TYPE-G-G TYPE-D O I • 12' o.c. (TYP.) • PERIMETER cs, 'a I I SCALE: N.T.S. TYPE- � I CA 0 m 31-3" I R=OOTING TYI Es �f� 6 0' w _ At It IF36 �- — IF4�2 1 I 0 ( N -4 2 — — — I I (I 9 GAGE DR-O-WALL HORIZONTAL C O L U�N ` C H E D ^L E REINFORCEMENT EVERY OTHER COURSE SCI (LADDER TYPE SCI Q Z REINFORCEMENT � I I WF24 IF36 — — — — — — — � � � o VERTICAL HORIZONTAL 4' thk CONCRETE BLAB w/ 1 LAYER OF 6'x6' I MF24 I WI.4xWI.4 WELDED WIRE MESH, OVER VAPOR I is'-10" _ _ I BARRIER ON CLEAN, WELL COMPACTED FILL. I 1 r% SCI A 4'x 4k Vi' STEEL COLUMN - CONCRETE FILLED � I � DOUBLE MESH 60 • PERIMETER OF FTC. a I C) B 8' x 16' 4-% r3 • 8'or- w G'�J 0"� I I G\2 �� I I I I O B 8' x 12, 4-5 03 . 8'0 . o LC J0-4 E FIN. SLAI3 -m I I I o G4 I JELEV.= I I 3 IF36 I IF4�rI IF36 I scl _ Sc� I 5-10 1 TYPE-e 10 O _ I I I I coLUM>� TYR=Es al x 8 x16 CONCRETE C2 ,4 #24, I MASONRY UNITS ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. O r CO CO to — IF48 IF36 ~ � c�CO CO L _ _ MF24_ IF36 IF36 -� FOUNDATION NOTE s IF36 TE8 8 me — — 8 .— - -W CORNER D T f-i(L w e _ — -� I TYPICAL CAL DUR� O L L N l CAW"FLOOR SHALL CONSIST OF 4'ft CONCRETE SLAB WITH 6k6' - L4x1.4 WELDED WIRE MESH OVER VAPOR D 2 01 RE INF. GARS � � SCALE: N.t. I G2 CI CI — BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMI M'1 SIZE OF ANY ROCKS WITHIN C1' ►� W W OGI EACH SIDE OF OPENING. - J O 36 I I (- BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' M DIAMETER SLAB SHALL BE Fc ■ 3000 PSI. � W W � � IF SCI SCI z a" a AD D 2 +"1 Ia IMF. BARS L 2.PROVIDE (2)5 x 4'-0'Ig CORNER CRACK BARS • ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ F z I � � • EACHI SIDE OF NING. IF36 IF36 2 NOTE: 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SI-MN HERE. W 1-4 .- 3'-ll' &I ON 2'-Il" 10 S-4 CONTRACTOR SHALL COORDINATE AND VERIFY a - A - 4'-5' 4'-5' -I' 3'-6" 8'-0" -4" S'-0" -�" ALL DIMENSIONS WITH ARCHITECTURAL DWGS. 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES CROU ND FLOOR FILL CELL LOCATIONS. d A 4'-00 3 8 O 5. r�, ■ CONCRETE MASONRY WALL (OUR-O-WALL) "`� � d En c\1 /^� *�-�• I-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL 5z _� 501L sTHTEMEN I OPENINGS,AND 48'oc.OR UNLESS NOTED OTHERWISE. O � o VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEARING 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENS AND OPENING4 IN SLAB WITH ARCHITECTURAL. DWGS. a FOUNDATION PLAN - ROYAL MODEL AS PER 4k4kV4' CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER SCALE: I/4 1'-0' FOOTING OUTLINE 1. O = INDICATES COLUMN TYPE AND START OF COLUMN At SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. STEEL GOLUM"N SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL �" SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS _ REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. ;; ►n I TO THOSE UPON WHICH THE ITE HAS IS BASED ON. SEE SFB:C.SECT.2403. = INDICATES COLUMN TYPE AND=OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. CM 11M FILLED 3 ARE SIMILAR O , 4k4'xV4 FOOTS V4 _ REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. STEEL COL" 6' a O . INDICATES COLUI N TYPE AND 'TAI t START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ELEVATIONL REFER t0 COLUM"'N SCHEDULE FOR REINFORCEMENTS t FOR TOP OF TIE BEAM ELEVATIO 3' 3' N. V4 `9 m 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 31400 PSI. + - " �o- CONCRETE COLUMN OREFER TO COLUMN SCHEDULE ALL SPLICE5 5HALL BE A MIN. FOR 51ZE AND REINP) I E 3/4' BASE PLATE 48' BAR DIAMETERS BUILD NG 3 E 3/4'BABE PLA TE W/4-3/4' DIAM. P ,��( W/4-3/4'DIAM. ANCHOR BOLTS �--� ❑ SEAL: ANCEM BOLTS PLAN 4' Ok CONCRETE SLAB a I SECOND POUR V41 0 d ELEV. _ +0'-0' DATE: 7/28/2000 GROUT 1YP. /\/\/\/\/\/�\�\ / _ m I V4' V2'lkrAN61GN JONT GROUT _ / TYR �� \� \� \\' \� \� \ m DRAWN BY: A. D. / V4' ' / i ELEV: .4'■ -0' �' \ / ° ° a CHECKED BY: C. D. 0' ELEV. . _p d ° a >, SCALE: 1/4" 1 -0 . a � a d G .. • / / d - / I - J J •d SHEET Y/\X/\ L ft d .. U / FOR SIZE RE5. \r\ r\ r\•i\/ . /\/\ \/� /� ISOLATED FOOTIN6 s 4 v SEE FOUNDATION PLAN (�TO F`OOTIN6 SGFEDUM.E FOR SIZE 4 REINFORCEMENTS. FOR SIZE AND REINFJ 5A5E PLATE INTERIOR DETAIL I Miller Drive (SW 56th St) s-4 2 IsOL�4TED R=00TINC� - CONCRETE COLUMN DETAIL � OF SHEETS SCALE: N.T.S. 5A5E RELATE EXTERIOR DETAIL s-4 SCALE: N.trS. SCALE: 3/4'■I'-0' I��Y—PL AN PROJECT No.: CADD FILE: