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00-0495-037 —_ •–•— REVISIONS: Q2 10-05-00 FOOTING 6CHEDULE BOTTOM ----------------------------------------------------- 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT REINFORCEMENT EVERY OCHER COURSE �L w __j r . Z, - .-..... (LADDER TYPE) _ B G REMARKS •_ w - : I - - . ..................................... ...-- -- .... - .--...----. ................... - - - A �- Q z w i LL Q ........-... ........ .-../-------------------------------------- .... _ . ----------------- .-- A D 2 •1 RE INF. BARS 1 w 0 EACH SIDE OF OPEN[ IF36 A 36' 36' 12' (4) 5 l4)5 ISOLATED FOOTING F36 Cl IF36 IF36 IF36_ T ' — ' C2 C2 i C1 Gl GI ISOLATED FOOTING Q — O O I— IF42 A 42 42 12 (5)5 (5)05 - - - ISOLATED FOOTING - ` * i • — TES I I TE8— IF48 A 48 48 12 (6)05 (6)5 1� w x �'-(d' LONG — — �F IF36 I MONOLITHIC ONOLITHIC I Q ...._.... FZ.................... - - - ...........- - ... ... .... ,� — MF24 :::::. 48 ::. MF24 B 24 CONT. 12 (3)5 'S * 48 oc. 12' O.C. w/TRANSFER BARS .... 2 F , TE8 -��-- THICKENED EDGE 1 L J L_ — i TE8 C 8 CONT. 8 (U 5 - _...._..------ MF24 MF24 I 1 -� " - MASONRY UNITS ............ --- -- --- _...... 4 O.C. I � • U�24 D 2 CONt. 20 .---- - - --- C B g 1 I g ------------- --- _I �_® I a I3 I �-•--' SCI ' t�:�- T � I • 5 x 1'-0' LONG. i U� IF36 .... . . .... .... .... . IF36 (TOP) �+ 12' O.C. I --- I 5-10 SLAB -8 • A -� -- � T"rf=ICAL DUR- O - WALL DETAIL A A TY A TYPE-12 t-YPE-A TYPE-15 a .. .. .. 1 I SCALE: N.T.S. -- ---- -- F NESLAB -m, :: I FOOTINC; TYPE5 1 IN 5C ED LE .. ................... i COL U ` � I LL 4 thk CONCRETE SLAB w/ I LAYER OF 6'x6' I -_.-1----------------------------------.._.........-.-....-... ........- .-........_ - -......-.................-- - -- ..- _.... REINFORCEMENT EVER AOTHERICOURSE 9G Q F WIAxW1.4 WELDED WIRE MESH, OVER VAPOR I N BARRIER ON CLEAN, WELL COMPACTED FILL. = ::: (LADDER TYPE) N ----------------------------------------------- DOUBLE MESH 6O' im PERIMETER OF FTG. I -- I IF36 — — ^MF24r REINFORCEMENT N I - L ; - -WF�4 — — 2 I� VERTICAL HORIZONTAL A 4'x 4'x �,�' - - STEEL COLUMN - CONCRETE FILLED L� 1 1 .. _ Ci B 8' x16' 4-% 0308'oc. W �J L ± � O IF42 •� Y- 1" C2 B 8' x 12' 4 5 •3 8 o c. ., �� N I. CSC _.... - -- -- LL G 6' x 26' 6-% 03 8'o.c. W �` I I G3 0 ' I • 5 x 1'-0' LONG. (TOP) ` 0 12' oz. (TYP.) m PERIMETER ...... ..... ........ ....... i... ........ . ....................... ............................... ..................C3 I �- MF24 — — — — — — — — — — — — J TYPE-A TY - - - - - - - - TYPE- N {*I � COLUMN T�'PE ------------------------- s x s T , • x 16 CONCRETE NOTE: C2 — - MASONRY UNITS ` — F 1 ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. f F42 C CO i > z CO FOUNDATION AT I ON NO E 5 I I -1�.: :I N .� r - .> .. . ....................... ..................---- --------------------------- Ws : .... ....... .... -- -- - - ......_........ -....° 1c........_.;......:-. --- ;,..._.. -. .................. _w T PICAL DUR O UJ a .... ... .... ............ ..... - �' - - ALL � CORNER DETAIL �, w ^ �_ 1. GROUND FLOOR SHALL CONSIST OF 4'thk CONCRETE SLAB WITH 6'x6' - 1,4x1.4 WELDED WIRE MESH OVER VAPOR .:: SCALE: N.T.S. BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY ROCKS WITHIN 12' 1•.� W . W ....................-----------------------.-.....................................- I DIAMETER LAB SHALL BE Fc = 3000 P51. W --------------------------------------------------------- BELOW tHE FLOOR SLAB SHALL BE A MAXIMUM OF 3 IN D E ER S Qy z �. ,r�' -- ----- -------- -- - - - ---...........-.........-........... --- - - ....................-......-- -- -- -- - - --.. fir,,,,,, W I W 2.PROVIDE (2) 5 x 4'-O'lg CORNER CRACK BARS * ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ ❑2 ). C7 a � Q _ Q Q Q 3.REFER t0 ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. W a w FOUNDATION PLAN - LAUREL I IODEL � � � '-i adA SCALE: 1/4' = 1'-O' - ? ,I 4.FILL CELLS INDICATED ON THIS SHEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. d A d W D f � zx r- Q Q = CONCRETE MASONRY WALL (DUR-O-WALL) d J (� 1-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL W. V) H-, OPENINGS, AND 46'oz.OR UNLESS NOTED OTHERWISE. E- a x ^ 6.VERIFY 51ZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. a U Z 501 L 5TATEMENT 1. O : INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. CONCRETE FILLED REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS, 4'x4'xl/4' FOOTING OUTLINE TEFL COLUMN I S O : INDICATES COLUMN TYPE AND Et Q OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. ,t ' AS PER VISUAL INSPECTION $OIL CONDITIONS AT THIS SITE ARE SAND 4 ROCK WITH A MIN BEAR NG ` CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER T REFER t0 COLUMN SCHEDULE FOR REINFORCEMENTS.1/4 CONCRETE COLUMN = INDICATES COLUMN TYPE AND ET2 t TA OF COLUMN AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL • u• c� �v ELEVATION.REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS 4 FOR TOP OF TIE BEAM ELEVATION. cJ � ....... a (REFER TO COLUMN SCHEDULE ' FOR SIZE AND REINFJ SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS '"�` "� �` r ALL SPLICES SHALL BE A MIN. ARE SIMILAR TO THOSE UPON WHICH THE DE51% 15 BASED ON. SEE S.F.B.C. SECT.2403. " 48` BAR DIAMETERS 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLUMNS AND WALLS SHALL BE 3,000 PSI. - - L'• °a : ' ol 4" thk. CONCRETE SLAB a I R 3/4'BASE PLATE BUILDING 31 w/4-3/4 DIAM. — , Lill ANCHOR DOLTS PLAN ,....: SEAL. A — X —, ^ X - . I . _1. ����\lam\��\��\ . .. TYP. I , \1 \ 1\ <- . �. - . / ; it GROUT TYP. � � . lit II iQ EXPANSION JOINT N. ATE -- ELEV. . 0'-0' /v $�f A. D N oD :I � r j BY: C D r x <� I ISOLATED FOOTING I � - _CI^ s• •� r (REFER TO FOOTING SCHEDULE :. ............ , . FOR SIZE AND REINFJ SEE FOUNDATION PLAN LI FOR SIZE REIPFORCEMENTS. ......................." :°.. `:::.::--------------- i 15OLATED FOOTING - CONCRETE COLUMN DETAIL - , S--1 NOTE . BA5E PLATE DETAIL 1 SCALE: 3/4':1'-O' .......................................................� . 5-I ALL DIMENSIONS WITHC ARCHITECTURAL OR [ UJGSIFY SCALE: N.T.S. - - _...................................-.........._-..... - .................... OF !MEETS KEY - PLAN PR©Ji CADD