The URL can be used to link to this page

00-0496-028 .3EV1SLQN!_ � FOOTING 5Cr—IEDUL E p 10-00-00 —1 � Z 3 d-0l-fdl aDG Q = Q p 00 BOTTOM F 9 GAUGE DUR-O-WALL HORIZONTAL z REINFORCEMENT REINFORCEMENT EVERY OTHER COURSE O = (LADDER TYPE)w A 2: W REMARKS Q< �7- A B G ' IF36 A 36' 36' 11' (4)5 (4)5 ISOLATED FOOTING i6) !:..._....c................_ --------_................................-------._.....-.-.....................--...._------..°°...°--..--------.......---...... ..-..-.---.°----°°°°...-... --........._--..° - ...........-__..---.-....................-- ,r' ... ........... ' ...... .................... ; IF42 A 42' 42' 12' (5)s (5)5 ISOLATED FOOTING ISOLATED FOOTING •M:: , , -4. _? - IF48 A 48' 48' 12' (6)5 (6)5 W ' 15 x 1'-0' LONG. MONOLITHIC FOOTING Q MF24 B 24' CONT. 12' (3)5 5 A 48' oz. 12' oz. w/TRANSFER BARS A IF36_ O _ ' ` TES G 8' CONT. 8' li)5 THICKENED EDGE w i C2 IF36 t MASONRY UNITS ....................... ..................................-........... ; - 4 * o c. i ...: I_ _ J I-- IF a :� - - - - - - - MF24 , F� 1 • 5 x 1'-,a' LONG. (TOP) I , I A A I �, I I TYFICAL DUR— O — WALL DETAIL A A z 12 o.c, (T1'P.) +� PERIMETER TYPE-A TY TYPE TYPE-D 0 v:, �� cv I ,� I SCALE: N.T.S. �'� �--� � ►��•-� .............................._.............. 1' FOOTING T PE5 w `� --------------- 1 IF36_ �F4�2 3 —1 I $-1 I CO L U1„IN SC E D L E ' _ - £--- !—IF ---- -- -- ' - 9 GAUGE OUR-O-WALL HORIZONTAL — — — =F I REINFORCEMENT EVERY OTHER COURSE O i _ (LADDER TYPE) REINFORCEMENT �sc1 I I $c1 � � � ►'7 2 Q — — — — — — = I 4' t;Wc CONCRETE SLAB w/ 1 LAYER OF 6'x6' IF MF24 I N [1 VERTICAL HORIZONTAL ►� Q W1,4xW1.4 WELDED WIRE MESH, OVER VAPOR u- - : - - 0 BARRIER ON CLEAN, WELL COMPACTED FILL. I V'-4` x x ' • $GI A 4' 4' '%' STEEL COLUMN - CONCRETE FILLED ..................................................................................... ...................:._. �3 DOUBLE MESH 60' �• PERIMETER OF FTC. '-•-- ( " w I I I c1 B s' x 16' 4-�6 03 Woc. W °----------------------------------------- ------- ;f B 8' x 12' 4-•5 03 * 8'o.c. O III U � _ I .?�- "• � �j FIN. 5LA5 I � I I '� ,. x oc. I _ y -,� ELEV.= +>a O � I I I C3 C 8' 26' 6-'16 •3 ++ 8' FlI..... .. .... ......... .... .... L— ;... . - ...... _... 1 1 • 5 x '1'-O' LONG. I FIN. B IF36 I IF36 I I 3 " E V.= (TOP) 0 12 o.c. ---- ------------------------------- $cl I , SCI I >•: I 5-10 ::::_: 1 TYPE-A 0 :........ .... .... .... .... ... ...... --- I TYPE-C 2 I I �► TYPE- COLUMN TYPE5 a , -�- ,:_ -- 8' x 8' x 16' CONCRETE - NOTE: .. ................................:...-..............---' ........... ; .... .. ' ......... ::�?° MASONRY UNITS I MF24 MF24 I I ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. 2 F CO I L _ TE8_ J I _ I - MF24 . FOUNDATION NO E M IF36 M —1 TE8 —� — — TES_ T% 'FICAL DUR—O —WALL CORNER DETAIL � w I s., i : i I 1. GROUND FLOOR$HALL CONSIST OF d t�CONCRETE SLAB WITH 6 xb 1.4x1.4 WELDED WIRE MESH OVER VAPOR rn ..... ............. .............................------------... ' ' - ; SCALE: N.T.S. ROCKS WITHIN 12' W W to I : BARRIER ON CLEAN,WELL COMPACTED FILL.FREE OF ORGANIC MATTER MAXIMUM SIZE OF ANY I — -1-1 C2 C2 ;— L — __1 C2 II CI _ Ct IF36, IF36 IF36 IF36 L__ - ' —� BELOW THE FLOOR SLAB $HALL BE A MAXIh'R,M OF 3' IN DIAMETER SLAB SHALL BE Fc = 3{000 PSI. W 4 o� zwa `. 2.PROVIDE (2) 5 x 4'-0'Ig CORNER CRACK BARS * ALL CORNERS OF SLAB (AS INDICATED ON PLAN w/ Q). "`I a" ............................... ........... ............�.....----------------------.......-.-.............-...-........... .-.............. �}r.... _ ?°�:fit. ... .. ... �?' - ?` ' 3.REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISHES AND OTHER DETAILS NOT SHOWN HERE. ADD 2 •'1 REINF, BARS * EACH SIDE OF OPENING. 4.FILL CELL$ INDICATED ON THIS SWEET, INDICATES GROUND FLOOR FILL CELL LOCATIONS. O O (� - , ' ...................................... Z ...................................................................................................................................................................................................................................................................................................... . ............. .......... ........................................................ ................... . ...................' ....................... , 9. E- 7-111.1 Ix _ = CONCRETE MASONRY WALL (DUR-O-WALL) W d cQ FOUNDATION FLAN — LAUREL MODEL 1-5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS,NEXT TO ALL x � E- ..� SCALE: 1/4' = 1'-+a' OPENING$, AND 48'o:c.OR UNLESS NOTED OTHERWISE. x ^ 6.VERIFY SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENING$ AND OPENING$ IN SLAB WITH ARCHITECTURAL DWG$. U Z CONCRETE FILLED 501L 5TATEMENT 1, O INDICATES COLUMN TYPE AND START OF COLUMN At SLAB ELEVATION OR TIE BEAM ELEVATION SI-IOU1N. q co co 4'x4'xV4' REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. STEEL COLUMN FOOTING OUTLINE i WITH A MIN BEARING • = INDICATES COLUMN TYPE AND = OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. �Oj ate' .........Y._a ............... .... AS PER VISUAL INSPECTION $OIL CONDITIONS AT THIS SITE ARE $AND ROdC O REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. CAPACITY OF 2000 P5F SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ENGINEER -' 1/4 GONGRETE COLUMN T INDICATES COLUMN TYPE AND 01 Q A START OF COLUI-N AT SLAB ELEVATION OR UNDERSIDE OF TIE BEAM SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER $HALL * ``•. (REFER TO COLUMN SCHEDULE ELEVATION. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS t FOR TOP OF TIE BEAM ELEVATION. +yL ` FOR SIZE AND REINFJ SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ALL SPLIGC-S SHALL DE A MIN. ©e' ,. .;+ 46' BAR DIAMETERS ARE SIMILAR TO THOSE UPON WHICH THE DESING IS BASED ON. SEE SFB.C. SECT. 2403. _ 8.COMPRESSIVE STRENGTH OF CONCRETE FOR COLIAtiN$ AND WALLS SHALL BE 3f000 PSI. �-� • 4" thk. CONCRETE 5LAB � , \ s R 3/4 BASE PLATE w/4-3/4'DIAM. :s • ti !t: ANCHOR BOLTS ` G 3 N PL BU{LDN E v.. SEAL: i f ............ TYP. ... .... \, �, : / \ .a { • GRout I E n :+ f ' N ' V4 Z a Z I/2'EXPANSION JOINT -- ........... -t- p _ DATE: ,�y•� m ' J ELE . 0'-0* BY D v DRAWN ' A �i \ \ \ �`,. \� ;........-. .. E CHECKED BY: C. D. , ISOLATED FOOTING „ - -0 �I : "•' •� • (REFER TO FOOTING 5CHE17JL E SCALE: 1/4" - 1 ................................. ... ....... �1 FOR SIZE AND RMNF.1 U SEE FOUNDATION PLAN SHEET FOR SIZE a REW-ORCE TENTS. 15CLATED FOOTING-,: — CONCRETE COLUMN DEVIL BA5E PLATE DEVIL ............................... S - 1 NOTE: S-1 I SCALE: 3/4'=1'-0' CONTRACTOR $HALL COORDINATE AND VERIFY S-I SCALE: N.T.S. OF SHEET ALL DIMENSIONS WITH ARCHITECTURAL DWGS. S KE Y — I L AN PROJECT No.: CADD FILE: