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FOUNDATION FLAN NOTES: 1. FLOOR SLAB SHALL BE 4" THICK CONCRETE REINF WITH &x&-W1.4xW1.4 WWF OVER 10 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. SEE "SLAB -ON -GRADE DETAILS" ON SHEET 6301 FOR PLACEMENT OF REINF. 2. T/ SLAB EL = ID' -ID" (TYP, UNO). REFERENCE ONLY - SEE CIVIL DWGS FOR ACTUAL ELEVATION. 3. T/ WALL FTG EL = - (1'-4') (TYP, UNO). 4. T/ COL FTG EL = - (1'-411) (TYP, UNO). 5. ALL CMU BEARING WALLS ARE B" (TYP, UNO). ro. STEP AND/OR LOWER FOUNDATIONS WHERE SHOWN AND AS NECESSARY TO AVOID INTERFERENCE WITH OTHER TRADES. SEE CONCRETE GENERAL NOTES FOR DETAILS AND SECTIONS. PARTICULAR ATTENTION SHALL BE PAID TO DOWNSPOUTS ENSURING THAT PROPER ACTIONS HAVE BEEN TAKEN TO PREVENT PfPES FROM CONFLICTING WITH THE FOUNDATION SYSTEM. -1. ALL FTGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS (TYP, UNO). S. REINF LOAD -BEARING CMU WALLS WITH Oro VERT BAR CENTERED IN GROUT -FILLED CELL AT ENDS, CORNERS AND AT MAX SPACING OF 32" CC. ADDITIONAL FILLED CELLS REQUIRED AT JAMBS ARE SHOWN THUS " ■ " ON EACH STRUCTURAL PLAN. SEE "ILLUSTRATIVE PLAN OF VARIOUS CMU WALL CONDITIONS" ON SHEET PCSIDID2 FOR ADDITIONAL REQUIRED FILLED CELLS AND OTHER INFORMATION. 9. TYP SPACING OF FILLED CELLS SHALL APPLY ABOVE AND BELOW OPENINGS ALSO. 10. SEE SHEETS eOO1, 6IDID2 AND 6IDID3 FOR STRUCTURAL GENERAL NOTES. 11. MAINTAIN STRUCTURAL SLAB THICKNESS AT ALL FLOOR SLOPES AND DEPRESSIONS. 12. SEE SHEET 6301 FOR COLUMN AND BEAM SCHEDULES. SCH-FTG (2000 PSF) FOUNDATMN SC IEDULE MARK SIZE (L x W x ®) REINFORCING REMARKS F3ID 3'-ID" x 3'-ID" x 1'-411 (3) *5 EA WAY, BOT PAD FOOTING F36 3'-(o" x 3'-(o" x 1'-411 (4) *5 EA WAY, BOT PAD FOOTING F-40 4'-ID" x 4'-ID" x 1'-0" (4) 05 EA WAY, BOT PAD FOOTING F4ro 4'-ro x 4'-roll x 1'-411 (5) 05 EA WAY, BOT PAD FOOTING Froro ro' 6 x ro'-roll x 1'-4" (1) *5 EA WAY, BOT PAD FOOTING WF2ID CONT x 2'-ID" x 1'-011 (2) 05 CONT 4 05 a 48" TRANS, BOT WALL FOOTING MEIO CONT x 1'-0" x 1'-4" (1) *`5 CONT, BOT MONOLITHIC EDGE ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE o 2000 PSI= SUBSURFACE INVESTIGATION HAS NOT BEEN PERFORMED AND GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN. PRIOR TO CONSTRUCTION, THE OWNER SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO PERFORM SOIL TEST BORINGS, PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING NET ALLOWABLE SOIL BEARING PRESSURE), PROVIDE EARTHWORK COMPACTION CRITERIA, AND PERFORM SOIL TESTING DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF THE FOUNDATION RECOMMENDATIONS AND NET ALLOWABLE SOIL BEARING CAPACITY DIFFER FROM THE ASSUMED VALUE, THEN MODIFICATIONS TO THE DRAWINGS WILL BE REQUIRED. SHOULD THIS OCCUR, THE CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY ARCH ITECT/ENG[NEER IMMEDIATELY. I MIJ B 13 5301 1 5301 nB1 4ID'—OII � FOUNDATION FLAN E'' NOTES: B K WF2ID B K I I II ca ID3S CORNER CENTERED N LAB (TYP WHERE OWN).WIDE I II I O 1� FOOTING B"r ROVIDE (1) I I I I ADDITIONAL BOTTOM �W BARS II SJ Ile I I NOTE TO GC: LOCATION OF MASONRY CONTROL JOINTS (MCJ) ,p m I I SHALL BE COORDINATED WITH ARCHITECTURAL BI SJ DRAWINGS AND SHALL NOT EXCEED REQUIREMENTS I OUTLINED IN NOTE MIIl ON SHT 5002. FOR ADDITIONAL FILLED CELLS REQUIRED AT MASONRY CONTROL JOINTS AND NOT SHOWN ON FOUNDATION 1 S301 PLANS, SEE "ILLUSTRATIVE PLAN OF VARIOUS CMU WALL CONDITIONS" ON SHT 5002. SUBMIT MCJ PLAN TO ARCHITECT FOR APPROVAL, 1 ,.n I. TC1 F40 SJ OR CJ TC1 I F4ID I BJ II II BJ II I SJ I e ' I_I I I I I rA 5301 I 1 S301 I I SJ I WF2 -� O 1 II TYP WF2ID 1 YS301 2 s3o1 WF2ID I f � 1 J L__ tclQ F4ID _I I— SJ OR GJ r3L' tCl F40 II TC1 I I 5301 I I � II I I I SJ I 0I m I III I N N N I �I N I NI I N N I I I III TC1 SJ I _ II I TC2 F4ID II SJ OR CJ C2 � Froro L rt C3 � � F6� SJ OR CJ --� I I C3 Fro% I I C3 Frofo II rt SJ OR CJ I F4ID I "')l,J 5301 TCI SJ s301 I I I FOUNDATION PLAN �— - 8 S301 j , it C4 F3ID I rT u SJ I �01 I I I® SCALE. 1/8•-1'_0• I C4 I - F3ID C4 F3ID I j I L -- --� 4 3O ----- - Cl Faro --- --- -- - C1 F3ro _ - - _ --- - ----- C1 F36 t- -- _ ---- - Cl Fat --- -- ------ CI 1 F3� ------ ------ Cl F3G -- -- ------ r �t Cl F36 ------ ------ CI Faro --- - -- - - ----� C1 F3ro -- I F - I B D - - - - - - r 1 ME1ID I- ME1ID ME1ID ME10 MEIO ME1ID ME1ID ME1ID 5 ME1ID ME1ID ME1rd e c C4 C4 F30 ' — F3ID II 1O1-011 V /� I-1ID.' 12'-3" 2O1—OII SL/ K/ /� 1U 20'—ID" 2O1-0" 1C/ SC/ 2IDI—OII 1C/ SL/ Al /� /� V®1 20'-0" 20'-0" SU S(J 201-011 K/ SC/ 20' SL/ O" SL/ 20' O" SC/ STRU P: F: "1' &1—OII of—oll `'i'SL./ AOI—//III SG/ "'f' �{OI—011 �{OI-011 SG/ `°t `'Y SL/ BA 1912 Bo Lon Bora B-1 B-2 B-3 B-4 B 5 B 6 B 7 B 8 B 9 B 10 B 11 B 12 B 13 C1 Cl ENGINEER HE COMMON LAW C RIGHTS IN TH RURAL ENGINEERS rlando Boca Raton 407.645.3423 407.645.3790 othe Circle Suite 100 gwood, FL 32750 bbmstmctural.com EB5343 Erbilen P.E. #55996 EXPRESSLY RESERVES HIS OPYRIGHT AND OTHER PROPERTY ESE PLANS THIS DESIGN AND z U x C7 K 0 0 U ^U U 41.IIi U � " 0 U O 0 rL V (u N ao c U�� L. V M C E��co �cLL Z N E zco J M I- (n v c 0 E E 0 U L_ . — cli NU)L-- m:D`Lu )o .c U z mod V - cn Q U) o WYN0- a 00 N M p -ci go O� �w E ¢0 0 U � c� oZ I ,E c� �a 3 w ryo U) Z Q 0- z LU J_ LO Ca p LO LU L0 w� Lq o a- m 0 0 .co cn EL U Q LL J ui OZ rn 00 ~ ch O �Uj co f` LU LLJ o z N m O I'_C) LLI 0- o v File=F: \2007\07146\07146_TECH\07146_SDWGS\07146_Sdwgs\RETAIL B\07146_S101.dwg Tab=S101 Date/Time= Apr 07, 2008 — 1: 31 pm Plot by feid 7-- F_ r�ro B-14 t-�+ro U15B-16 DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 09TAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BURTON BRASWELL MIDDLES ROOKS ASSOCIATES", OR ARE THEY TO BE ASSIGNED TO ANY PART' WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT.