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10-286R-001FOUNDATION NOT E5 SYMBOL 4' REINFO�CEP CONCRETI SLAB WITH 6X6- WI.4xWI -4 WELDED WIRE MESH (ASTM A165) LOCA1 ED1 MID SLAB. SUPPORTED w 12" CHAIRS SPACED 3' -O" o.c. EACH WAY, OVER ro MIL Q VAPOR BAARRIER ON CLEAN WELL COMPACTED TERMITE TREATED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12' BELOW THE FLOOR SLAB SHALL. BE A MAXIMUM OF 3' IN DIAMETER 0 1 -05 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 48"o.G. OR UNLESS NOTED OTHERWISE. (FOR EXT WALL 6 FIRST FLOOR) ❑5'x8 "x1(o" CONCRETE MA50NRY UNITS WITH NO. 9 GAUGE LADDER TYPE JOINT REINFORCEMENT EVERT' OTHER COURSE Oro' ON CENTER VERTICALLY) COMPRESSIVE STRENGTH OF CONCRETE FOR 5LA55 AND FOOTINGS SHALL BE 3,000 P51 a 2B DAYS. 0 VERIFY 5izE AND LOCATIONS OF ALL WINDOW /DOOfR OPENINGS AND OPENINGS IN SLAB W/ ARCHITECTURAL DWGS. 0 0, = INDICATES COLUMN TYPE AND START OF COLUMN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. �� = INDICATES COLUMN TYPE AND END OF COLUMN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. >P] PROVIDE (2) W3 x 41 -0 'Ig CORNER CRACK BARS a ALL CORNERS OF SLAB (AS INDICATED ON PLAN). PROVIDE S "x8" CONCRETE 511-L REINF w/ 105 TOP d 105 BTM 0 ALL WINDOW SILLS (TYP). 51 COMPACT INTERIOR FILL TO S59a OF MODIFIED PROCTOR MAXIMUM DRY DEN51TY AS PER ASTM D - 155`1 AT OPTIMUM MOISTURE CONTENT. EXIST. WINDOW /DOOR OPENING - -�I I( ��L g GAGE JOINT REINF, I TRUSS TYPE AT EVERY SECOND COURSE. I — ___, —T 22 GAGE CORRUGATE - DOVETAIL ANCHORS EVERY SECOND COURSE CONNECT EACH ANCHOR TO EXISTING WALL WITH (2) 3116' x 2' TAPCONS --F — 1F------- , r- - - - -1 E X I 5 T I NG MASONIF -- Y C)FENIN�� GL05U E DET41L :v/ SCALE: N.T.5. SOOTING 5GHEDULE COLUMN SCHEDULE BOTTOM z ' � � REINFORCEMENT REMARKS REINFORCEMENT q ~ w p w � DIMENSIONS - REMARKS T- 1 f5 -j p A B C � 8 VERTICAL HORIZONTAL TE5 A B' CONT. S' (1) 05 - THICKENED EDGE: Cl A S' X 12" 4 -+'5 03 TIES ,w 6'o_c_ CONCRETE COLUMN UPIro B 16' CONT- 12' (2) 05 05 6 4&'o.c. WALL FOOTING C2 A I O' x 13' 4 -05 03 TIES ,m 8 o.G, CONCRETE COLUMN F -I B 36" 36" 12' (4) 05 (4) O'S CONCRETE FOOTING C3 B S' x 26' 6_+5 03 TIES g &'o.o. CONCRETE COLUMN F -2 B 45' 48" 12' (4) 05 (4) #5 CONCRETE FOOTING @31 A 6' x 16' 6 -05 *3 TIES '0 6'o.C. CONCRETE COLUMN G5 A 6' x 19' 6 -15 03 TIES 0 &'o.c- CONCRETE COLUMN FOOTING TYFE .. -_--- 13 C6 B 16' X I&' 4 -05 - MASONRY COLUMN 'L COLUMN TYFE5: A A TY''E -A :TYPE -13 0 o a NOTES: PROVIDE: 2"5 CORNER BARS X 30' LONG EA. WAY. g ALL CONTINUOUS WALL TYPE -A T-r - TY _ -C FOOTING C,ORNEfRS. 115 (DOWELS EMBEDDED INTO EXISTIN� TIE BEAM EMBEDMENT EXISTING TIE BEAM w/ HILTI HY -150 EPDXY SYSTEM w /6' SEE ARCH PLAN -\ FOR ELEVATION - ° . © A A 4. . . \ . t1 4 ° fl 4 . . 3 PROVIDE 1&5 VERT REINF FILLED w/ 3000 PSI GROUT m 0 � - a 0 — I.-T _ EXISTING WALL : . : ; :r: MIN. h' EMBEDMENT — \ III .-1..,.,FF . . . . . N . � 1 q ° EXISTING 4 FOOTING I d o A. 1 wo DOWELS EMBEDDED INTO EXISTING FOOTING w/ HILTI HIT HY 150 EPDXY SYSTEM w 16' EMBEDMENT N,1 E W FILL CELL [DETA1� 1 SCALE= 1/4'= 1' -O" -1 .05 IN 3000 PSI GROUT FILLED CELL PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES 1/3 AND 2/3 OF SPAN. FILLED CELLS 9 CORNERS AND OPENINGS -0 48' O.C. OR AS INDICATED ON FOUNDATION PLAN SEE NOTES AND PLANS FOR ALL WALL REINF. SPACING. . 8 1/2' PRE MOLDED JOINT FILLER (TYP) STARTER BAR A ---\ - , I =�::: LL SPLICES SHALL BE A MIN 48 BAR 4' REINFORCED CONCRETE SLAB WITH DIAMETERS 6X6- WiAxWl4 WELDED WIRE MESH LOCATED to MID SLAB OVER VAPOR BARRIER ON CLEAN WELL COMPACTE TERMITE TREATED FILL_ %.@ �/ - � f- /X : ,\\� K �� \\ , �� ELEV. _ -0' -8' GRADE' ° �/ \ i .//i /f.%' �, \ I , `� - PROVIDE VAPOR BARRIER % / IV I �. : / �/ �/" • . \ � `� /1. \ / \// m \ ,. ' u .� STEM WALL FOOTING /\ (REFER TO FND PLAN RE F ER TO a 5CH U LE 4 } E n FOOTING SCHEDULE) WALL FOOTIN DET /IL SCALE: N.T.S. _1 — EXISTING FOOTING 1 PROVIDE 2 -% BARS LOCATED m MIDDLE OF FOOTING X48' LONG D T A I L 3 INTO EXISTING FOOTING. EMBEDMENT 8w/HILTI HIT HY 150 SCALE: N.T.S. 5 -i EPDXY SYSTEM '4x22' LONG DOWELS tD 24'Q.c. EMBEDDED 4' INTO EXISTING w/ HILTI HIT HY -150 EPDXY S` NEW CONC. SLR ;r m 7 ' -4 I �1 I Ilr>�3• d F-2 I I :!1 -Kf" 1 -4" I f r-� I -T - J I 3 .{ 1 —Q" (at -o"" -4" Ilml F -1 F -1 --- 4"-I) r °i V F i , v V J V U V V U V U V V VU VV V V U U V V v U .� V V V V V u V V V Ui V V U v u J V t, V V U V U U V I U U V U U J V U I U U U U V U U U U V V U U U U U U V u U U 0 V VVV V VV y!)V ��';� 0 U � V V Y U :���� EXISTING AS PER VISUAL INSPECTION 501L CONDITIONS AT THIS SITE ARE SAND s BOCK WITH A MIN BEARING CAPACITY OFF NEW CONCRETE COLUMN ' I vi I -------- I TES _ _ — MASONRY WALL (REFER TO COLUMN 5CH Ea U LE i Z�] -EXISTING CONCRETE SLAP TO REMAIN IS BASED ON. SEE F.B.C. DARE COUNTY 2004 EDITION SECTION 1818.?. FOR SIZE AND REINF) THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL I : -�� -EXISTING MASONRY WALL TO REMAIN COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECHNICALS REQUIREMENTS I__ 1�I� - -- �T - CONTRACTOR TO VERIFY ALL STRUCTURE DIMENSICN5 L_ _ -J - C2 (0) *I I� I -1 NEW r I--- r — i t I 1 I 1 I I 1 c9d I = 1D1 I < �- MASONRY WALL 2 I� ,;>; � L V. —F — SEE NOTE 11 I I - ' " 1 Q CY7 2 L - =- + `S 12900 SIV 12€ SLreeL, Suite 104 I FINISHED SLAB, -, I / a < I Cv I : AS SHOWN I � FINISHED SLAB _I ELEV.= +0' -0" I I I Z NCI. :09 -19000 1 ELEV.= -0' -4' \4 11 1 I r 2 -"5 DOWELS EMBEDDED I d I 0 INTO EXISTING FOOTING= 1 1 I I � m 'L ry - " ( 10� p� 0 `r -4 � X I g I D I zo I GI �D w/ HILTI HIT HY 150 EPDX w ©w 114 HOOK BA S 12' SYSTEM w /6' EMBEDMENT -- �._ _ - -- —__ _..:� �.----- - - -_-- -.... ----- __-- .._......._ --. -- INTO FOOT1 G ,... .. / ! 'F , .. — �— _T —�_ I NEW FOOTING j' j 5rl /, 1;/ / / �', i' i ;' / ; % % / /' % / / / I // ' 4 I 5! 1 I,' �® r' ; / %