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00-0495-040 REVISIONS: !............................................... .............................................................................................._........................................................................................................................................................................ .......................................................................................................................... ............ . ................................._............................ -............._..........................................' TY I - FOOTING SCHEDULE DADE C- UN I- 0 0 �2 10-05-00 . T' . p �- N r 1 TT 9 - - _GAUGE DUR O WALL HORIZONTAL z � REINFORCEMENT m: ............. ..... .......... -c3-- ............ ........... • .. I — EVERY OTHER COURSE S ADD 2 0"I R INF. BARS 24 / (LADDER PE) E Q 0 n- Q Z CL REMARKS �' EACH SIDE OF OPENING. IF36 ;IF36 Q A 8 G ADD 2 "1 REIN F: BARS O _IF36 EAGN SIDE OF OPENING. IF36 A 36' 36' 12' (4)05 (4) 05 ISOLATED FOOTING ' ---..- - IF42 A 42' 42' 12' (5)15 (5) s ISOLATED FOOTING C Q; I rE$ � � TEs `� ..........................L..... ::::::.� -- — — — — — — :::::. TES�� I ::::: J L ::::: IF48 A 48' 48' 12' (6)"5 (6)'5 ISOLATED FOOTING i ; *N i MF24 .: *I IF36 — — fF36 1•: L- . ......... .... ' , ::::: IF48 15 x l'-0' LONG. MONOLITHIC FOOTING �i W MF24 B 24' CONT, 12' (3)'5 'S 48' oz. � r-- MF24 :::: 12 Oz. w/TRANSFER BARS ►--� � Q M�� M 24� � I - THICKENED EDGE C2 ......... ..... ..... ....... 1 ---:- I MASONRY UNITS �� 0 I WF24 D 24' CONT. 20' (3)15 45 * 46'o c, ---------------------------....�....-..... Ii . .......... - ........................._� _ 1__ 1 I i g C B B O SCI IF42 IF36 1 5-IO 1 �� i I I i I r 1 1 FIN, SLAB -8' A I z =.. T�I'PICAL DUic'- O - UJ,4LL DEVIL A A A -10 A E z TYPE-A tYPE-B TY -C TYPE-D -�:- ELEY. +rd'-O' : .- SCALE N.TS. � FIN. SLAB � OTINC� T1' S a f O PE w ooi N 1 -. 4 thk. CONCRETE SLAB w/ I LAYER OF 6x6 '' II C LL 9 GAUGE DUR-O-WALL HORIZONTAL COLUMN 5C H E D U L- E - I U11.4xWI.4 WELDED WIRE MESH, OVER VAPOR ::: - -----------------------------.. _..... ...._... -` - ... - - 1 REINFORCEMENT EVERY OCHER COURSE � BARRIER ON CLEAN, WELL COMPACTED FILL. I (LADDER TYPE) O Q 1 DOUBLE MESH 60' +" PERIMETER OF FTC. 1 UF:24 IF36 MF24 1 REINFORCEMENT 1 O fr `*' E 0 VERTICAL HORIZONTAL .... - - ® 1 1 ® 1 _-.: SCI A 4'x 4'x iii' STEEL COLUMN - CONCRETE FILLED I ■ 1 IF36 IF42 I CI B 8 x 16 4-"6 "3 Vac. w �-J f. �. Q ' 1 w. .. :�' :<� •.k7 c.. .� �;. V 1 :� B 8' x 12' 4-15 "3 * 8,04, ` 1 " 5 x �'-0' LONG. (TOP) 0 12' c.c. (TYP.) m PERIMETER 1 " 5 x V-0' LONG. ( I 1 . . ....... -. ............................................... .. .......................... ................................ ....... ... ...............................* 12' o c. (rYP.) 1 1 MF24 -F TYPE-A s-y TYPE- 11114i :M ■ ■i COLUMN TYPE5 8' x 8' x 16' CONCRETE — A MASONRY UNITS ��- IF36 @ ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. N 2 .� ►n CO ............... .............. ....... .................. ............................................... ..................................................................._......... - ......... ............. ............................ ................................. ; . .. ... . .. . µ .. -µ .. . .. . .. _ OU - D O O CO I ADD 2 01 RE INF, BARS I T Y f=I C A L DUR- O - WALL CORNER DETAIL "' � EACH SIDE OF OPENING. di P �\ I F I I . GROUND FLOOR A CONSIST 4 T SLAB WITH x - 14x.4 L WI VAPOR .................------..........----..........-----...........................------.-...........------..........-..-------.........----------------------....----------.......-------.........-..-----....-..-------------------..._..-----------------------------=.. - ... - ........ __....... - - ...... - ......... - ..........- --- - - ....... -- S SCALE. N.T. L $H ALL ONS S OF thk CONCRETE LBW 6 6 WELDED RE MESH OVER POR •�'� BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF O�ANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN iZ' W ( W W W BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3' IN DIAMETER SLAB SHALL BE Fc = 3,000 PSI. � z a � 0 Q a Q 2.PROVIDE (2) '5 x 4'-0'19 CORNER CRACK BARS 0 ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ Q). 1' � 1 z NOTE: 4ZI � �d FOUNDATION PLAN - ROYAL MODEL � ' � CONTRACTOR SHALL COORDINATE AND VERIFY 3, REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. "� W 0.4 � �' --� z J SCALE: I/4' = I'-O' J z c� ALL DIMENSIONS U)ITH ARCHITECTURAL DU1G5. 4.FILL CELLS INDICATED ON THIS SWEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. ~ A uu 5 � Z � � Q Q H ►n (y/ ':, * = CONCRETE MASONRY WALL (DUR-O-WALL) U N U 1-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL 1 501 L 5 T A T E M E N T OPENINGS,AND W oz.OR UNLESS NOTED OTHERWISE. © o f max STEEL COLUMN FOOTING OUTLINE 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 M SLAB WITH ARCHITECTURAL DWGS. R d� CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER CONCRETE FILLED - .. ....- 40- 4'x4'xv4' ' �•° SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL �. O = INDICATES COLUMN TYPE AND START OF COLUMN At SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. STEEL COLUM 'FOOTING OUTLINE a. I/d'; SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. ,• I ��" ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED ON. SEE SF.BC. SECT, 2403. O = INDICATES COLUMN TYPE AND EyQ OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. ` ' ` 3. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. INDICATES COLUMN TYPE AND Fit Q 4 TA OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM ♦ . *` ELEVATION. REFER TO CO'L�,IP'N SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. �•, -�' �; �`��, ......_ �(\ K1 „7 -,. . •-. .... .. ...... . . ......... . . S.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS $WALL BE 300 PSI. CONCRETECOLUMN ....... ............................................................. : .......................... (REFER TO COLUMN SCHEDULE IE 3/4' BASE PLATE ALL SPLICES SHALL BE A MIN. FOR SIZE AND REINFJ - IE 3/4' BASE PLATE w/ 4-3/4' DIAM. 48' BAR DIAMETERS w/4-3/4'DIRK ANCHOR BOLTS PLAN , ° a ANCHOR BOLTS PLAN I i ' BUILDING 3 .....- 4' O k. CONCRETE SLAB - 1 SEAL: dI SECOND POUR .....................---------......-------------...._----- ------------------------ _..... - :::.: - TYP. TYP. .......... V4' i I/4' ELEV. . 0' -- r TTP. 1 1/2'EXPANSION JOINT I / / \ z I z GROUT \ \ \ _. ------ . T YP. — ATE. 000 ELEV. = 0' 7/28/2 d- i I ( I i ELEV. _ -I'-4' i �> ..�.: \ / / / DRAWN BY: A. D. Y e .a ,- Y. ,. . , d• NECKED B C. D. ... SCALE: 1/4" - l'-0" a r r s SEE FOUNDATION PLAN o _ v d' fb I ' `c t t \ / FOR SIZE iREINFORCEMENTS. iY.; \:� \, \, \; ;�`�� '\ //\/ i\�i //� ��i� /� /\�/ SHEET ----------------- -----------------------------------------..._----------` -' - ...-... -----------:-.. K v ::nx......... SEE FOUNDATION PLAN . ::.:::::.:::...: 5,45E PLATE INTERIOR DEVIL 1 FOR SIZE 4 RE INFORCEMENTS, (REFER TO FOOTING SCHEDULE ^!! SCALE: N.T.S. S-4 FOR 512E AND FtEiNPJ ......_ _............................................. ................ S - 4 BASE PLATE EXTERIOR DETAIL 2 I:: :: r ', ," t: SCALE: N.T.S. 5-4 150LATED FOOTING - CONCRETE COLUMN DETAIL_ .... ...................................................._........... ...........................................................................................- ..................................: OF SHEETS SCALE: 3/4'=1'-0' KE Y - PL.AN PROJECT No.: CADD FILE: