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00-0497-033 _ RFVISIONS. FOOTING SCHEDULE _ 10-05-00 I w J W W _77 AS 4-02-01 BDC BOTTOM s REINFORCEMENT J 9 GAUGE OUR-O-WALL HORIZONTAL �z Lu H -_ " " " " - LU REINFORCEMENT EVERY OTHER COURSE (L/ O Q Q_ " , }- (LADDER TYPE) d O Q w w REMA�R�;S O Z3 1L _t D A B G -i IF36 A 36' 36' 12' (4) 05 (4) "5 ISOLATED FOOTING 51'-1 �° IF42 A 42' 42' 12' (5)15 (5) "5 ISOLATED FOOTING �.,. f • �:. IF48 A 48' 48' 12' (6)'S (6) 'S ISOLATED FOOTING a _ a ,...: '- _ »O I 1 05 x 1'-0' LONG. MONOLITHIC FOOTING MF24 B 24' CONT. 12' (3) s 15 46' o c. 11' o.c. W w/TRANSFER BARS THICKENED EDGE @F— _IF36 TES C 8' CONT. 8' (1)'5 a---� ! ; ; phi: I ! ......;� !•! MASONRY ITS .................... ........... WF24 D 24 CONT. 20' (3) '5 e 48 o c W �O �! ..... = _ _ — — — — — — — — _ L __1 L ___J '`, WF24A D 24' CONt. 12' (3)•5 S is 46'o c. E� MF2436C4 .......-•................................................-----•-----------•----------.....----••---........----.....................------------------------•-----------•-••-------........------..........---.. ......---......... ....................— .....---........................... -----.............. ..........---- .............. --- B '� 0.4 C B .............. M - T i �1 1 5 x 1'-0' LONG. (TOP) I _ -}- p I I© I _.. _. «3 a 12' o.c. (TYP.) 0 PERIMETER ` I *r I I C,4 L DUR-O - WALL DETAIL � I " A , SCALE: N.T.S. A A �! r•x «: c 3 -LJ - TYPE-0 - , ^.'_> i .... TY -A tY - � _.................. ..... . . .................................... .......I............ . �'� TYP -B TYPE-C �' i _ F � l 13 F I 1 IF42 _ I IF36 I 0 FOOTING TYPE5 W i ® I ®..............I............................. — C2 I ( s S GAUGE DUR-O-WALL HORIZONTAL COLUMN 5C — — —` — — SCI I I SCI f REINFORCEMENT EVERY OTHER COURSE (� — — I f (LADDER TYPE) Q L REINFORCEMENT — — — 2 z N I MF24 IF36 I I 4' thk CONCRETE SLAB w/ 1 LAYER OF 6'x6' I u o VERTICAL HORIZONTAL O O W1.4xWI.4 WIELDED WIRE MESW, OVER VAPOR z� �; :.:: ....... ............................................................. ....................... �� -............................ I _ I BARRIER ON CLEAN, WELL COMPACTED FILL. b , ; w _ ~i CrJ .................................................................. DOUBLE ME5N 60' -v PERIMETER OF FTG. I i'x t u0 SCI A 4'x 4'x 1/4' - STEEL COLUMN - CONCRETE FILLED 1 <<� I�1 I I �, Ci B 8' x 16' 4-"6 r3 is 8'o.c. �.� FIN. SLAB ;T 10 I v C2 B 8' x 12' 4-05 '3 d 8'o.G. 03 o 8'oc. o � i1... . s-10 I C4 C 6' x 26' (0-% AFIN. SLAB I� -- IF�316 pELEV.- -0'-8' S-10 I I 1 • 5 x '1'-0' LONG. IF36 IF36 I I 3 (TOP) 12' o.c. �' ... .... .... I ! I II j..:.. .... ... ....:: �l IlI I I I ...... ....i. .I... .. - ............. ..........................._\1- 2 ; ....... _ IL I I L �. � I TYPE-A -- : , C2 - »W 6' x 6' x 16' CONCRETE TYPE-B COLUMN TYP(=S TY -C MF24 MF24 ! — I I ®: � MASONRY UNITS NOTE 2 I ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. IF48 I I I L —TES — i .� ko IF36 r- — — I—MF24 ! ... ... ..........— ............................................................................... to co MF24 f TES I TES I� ... -1 �.�! i- -I 2 FOUNDATION N®�' S ►f� co I a �!. ................................................ ........... TYPICAL DUi�-O -lJJ,4LL � CORNER DETAIL j i I — C2 C2 � �_ — ! SCALE: N.T.S. I. GROUND FLOOR SHALL CONSIST OF 4'thk CONCRETE SLAB WITH 6'x6' - 1.4x1.4 WELDED WIRE MESH OVER VAPOR cn d+ _I O 1 IF36 IF36 O O 4- i IF3 f 36 BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' P4 CI BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fc = 3,000 PSI. I"! 'w "-0' ! '� 1' 31-0` '' ! I' I `--4' '» �" 2.PROVIDE (2)�5 x 4'-O'Ig CORNER CRACK BARS is ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ F2 ). 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. a 2'~�= 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. � O 5. � ZW a ! = CONCRETE MASONRY WALL (DUR-O-WALL) r� U ' Vn CQ FOUNDATION PLAN - LAUREL MODEL � i-"5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL w � � � � SCALE: i/4' I'-0' OPENINGS,AND 48 oc.OR UNLESS NOTED OTHERWISE. H O � d1 G G C}� 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENING5 AND OPENINGS IN SLAB WITH ARCHITECTURAL OWLS. da CONCRETE FILLED 5OIL JTATG.I TENT 4 x4 xl/4 1. O = INDICATES COLUMN TYPE AND TA T OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. Q cQ FOOTING OUTLINE STEEL COLUMN f REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. r � AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND t ROCK WITH A MIN BEARING O = INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. .�..e.-3.. ... REFER t0 COLUMN SCHEDULE FOR REINFORCEMENTS. V4 CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER CONCRETE COLUMN '""""' $HALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL O = INDICATES COLUMN TYPE AND EN s START OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM " •.. (REFER TO COLUMN SCHEDULE — ELEVATION.REFER t0 COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. �c; •� ALL 5PLIGES SHALL BE A MIN. FOR SIZE AND REINF.) SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS �?`- _ 48' BAR DIAMETERS ARE SIMILAR TO THOSE UPON WHICH THE DESING 15 BASED ON. SEE SF.B.C.SECT.2403, 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 300 PSI. z- \............ t t I r ......... °°---.._....... _. .._... -.........................••-°...._......_...................--°--°......-^ 5 I 4" thk. CONCRETE SLAB --_- . a ' ..ra—.�,... If! 3/4' BASE PLATE w/4-3/4'DIAM. a .I ANCHOR BOLTS \�.... .`.. PLAN BUILDING 3 : _...-• ---- - f \� ��/\f Xa a x rte; SEAL. —+-- r•. : i S-1 TYP. I !.................................................. i.....................: :::....................................... \ i ......... 1........\ . /.--•-----------• ..... .............. i c : GROUT ' TYP. : : , i 1/1' EXPANSION JOINT i Z . ....... ..... ELEV. _ 0'-0' �, /v <i 1 / D ! DATE: 7/28/2000 Ag cn DRAWN BY A D ....... ...... • d . < : \ ISOLATED FOOTING REFER TO FOOTING SCHEDULE ' Y FOR 5IZE AND REINF.) ;I••-j I `: 1/4" - - �• ... SCALE: 01 SEE FOUNDATION PLAN L........:.... I FOR SIZE 1 REINFORCEMENTS. :::'. - ;, �...:::: ..::::::. SHEET L: ISOLATED FOOTING - CONCRETE COLUMN DETAIL BA5E PLATE DETAIL 1 NOTE: SCALE: 3/4'z-1`-0' �- ' S - 1 5-1 CONTRACTOR SHALL COORDINATE AND VERIFY pl.............._............. � ` ................- - SCALE: N.T.S. ALL DIMENSIONS WITI-I ARCHITECTURAL DUrGS. ?`\'I i I\e"r I"�1 'v-Y ' ..)'Ifl;`7 ._................................................................---------...................----------------......................-•--•-------...-------.................................... OF SHEETS KEY — PL AN PROJECT No.: CADD FILE: