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Pry INTIATICINQ C-0.9 o- C-4 C-4.6 C-4.7 C-4.9 C-D C-C C-B GA.6 I 37'-9Xz" I_ 4T-3Y6" 16'-:W8" USE 3 FTG. DEPTH AT WALL FTG. F3.0 20'-0" PROVIDE (2) #5 VERT. BARS @ 24" O.C, (EDGE SPACING) 10'-0" C-A.4 C-A.2 C-A.1 C-A I I I I 24'-0" LO 14'-On 6'-4" 0 10 j PROVIDE (2) f5 VERT. BARS @ 24" O.C. (EDGE SPACING) 10, -.0 LL I I SCISSOR LIFT, i I cob REF. SECTION I I ? I COMBINE FOOTINGS AS "< / �' ( SHOWN, USE F-3 DEPTH, J LONG REINF. STL. CONT., �- \ I F2.0----------- ----- ------------------------------------------ F2.J \ / - \ / ------------------------------------------------------------ I t o " w LLL� CDw I N W -o o ,- - LLI�- I I L--- �J z i I 8" CMU, REF. GEN. NOTES THIS I ( LL C° I I SHEET FOR TYPICAL REINF. av ( I FILLED CELL REQUIREMENTS,�� REF. S002 FOR CONTROL JOINTul *k ( I REQUIREMENTS. v LU I I � aLO I I o I I CD I `n �4 - '4 - F2.0 LLI J FLOOR SLAB !!!Mi THIS AREA WILL BE PROVIDED POUR COL. FTG. I MONOLYTHICALLY W/ )o ... - - - AS PART OF THE FUTURE TENANT BUILD OUT. - THE FUTURE SLAB - I B WILL BE SLOPED TOWARDS SLAB OVER THIS AREA; _ I RE-ENTRANT CORNER THE FLOOR DRAINS BATHROOMS, TYP. (2) LOC REBARS, TYP.; REF. TO LOUNGE AND JANITOR'S CLOSET. J N I I I GENERAL NOTES 2'-0' SQUARE X 12" DEPTH W( o ILL I I o (3) #5 BARS E.W. AT BOT. I i L F2.0 ,� V� c GCS' Q1 �• o ..........I.............._....... I N --._............ " .. ............. ...... .... o0 w 6'-0" Im °° ---- ---- I L r- r- rr I I I I � l I I I I I I I I I I I I I � I ILL �0 o I I I I7 I I I I I I I I I I I I .n --J IM �y I I I I S501-12 BLDG'C` I Tq I T.O. SLAEk I REF. ELEV. =11 .00' I I i I BLDG "B" I I T.O. SLAB / REF. ELEV.=112.00' I o I IL r-- -- r-- -- J I I I i C.J. I I S501-8 I I I I S501-3 I L-- --J BLDG'B" WALL FTG. TO BE I u- POUR MONOLYTHICALLY W/ ADJACENT BUILDING "C" WALL I �5 FOOTING., TYP. POUR COIL. FTG. N MO OLYTHICALLY WI I SLAB )VER THIS AREA; I TYP. R LOC. S P DOWN FTG. 2'-0" CONT X 12' DEPTH WI 44 (3) #5 CONT. BOT. AND coc'P cT�'P cS'P ci'P z #4 @ 1 O.C. TRANS 1' 0" - Qa SQUARE X 12" DE W/ w PROVIDE (2) #5 VERT. BARS " - - - - r (3) #5 BARS E.W. AT B PROVIDE (2) #5 VERT. `" Z `� - - I 9 4 o @ 24 O.C. (EDGE SPACING) N - - L J @ 24" O.C. (EDGE SPACING) � a C-4 co 1p CD co cn 3 -7 w v IM' a@ co I w- - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - r �, � o04 "� �- �'�•- - - -�- -� - - T�'- - L -I- - T.E. - - -I-- a @� " -- -_-.-......- .... ....... ....... ...... ..... .....� I E.J. I I E.J. I J E.J. S 501-10 F5.0--------- ------ RTOL- 6" J ---J --- L s"-J-F5.0-----------------F5.0 o c HSS6X6X�STUB COL. rJ I I I I I I I I I I L_ io 0 M Ep N c> M C-0.9 - - C-1 BLDG "D" T.O. SLAB / REF. ELEV.=113.00' ADJACENT BLDG. "D" WALL E FTG; REF. FOUNDATION PLANS - - - N FOR MORE INFORMATION LO co o I I I I I I `��, �- I d" STEP DOWN FTG. �� r---n r- --i r r----iT. - - - - - - �- I ( I I I ( I I WIDTH REFFTG.EELEVATION BLDG "D" '-5 20'-4" Ey_ 1 J _ J -s 10 16'4" I 33'-6" 4'-W 6'-4W 6'-0" 5'-4' 5'4' 91-4" 6'-0" F-10%" 38'-6" T-D T-C T-B T-A 3T-IIX" I I I I 4'-3X' I I I 40'-3%" 125'-4' GD C-C.1 C-C C-B.8 C-B.7 C-8.6 C-8.5 GB.3 C-B.2 C-B C-A.9 C-A FOUNDATION PLAN SCALE:ll8"=1'-V REF: G.C. TO COORDINATE W/ ADJACENT BLDG. D CONSTRUCTION q CV CONCRETE COLUMNS SCALE:lrt--1'4r 2REF: 8"X24" CONC. COL. W/ (8) #5 VERT., #3 TIES @ 8' O.C.1 1/2' MIN. CLR., TYR CC-1 CONT. TOP OF WALL FAIN _J_DEPTH TOP BOTTOM MARK SIZE REINFORCMENT REINFORCMENT F-1 4'-0" SQUARE 12 NIA j (6) #5 E.W. F-2 5'-0" SQUARE 12 ' 6XGXW2.9XW2.9 W.W.F. (8) #5 E.W. - F-3 6'-0" SQUARE 14 6XBXW2.9XW2.9 W.W.F. (9) #5 E.W. i F-4 6'-0" SQUARE -�----�-- 14 #5 @ 12" O.C. E.W. #5 @ 12' O.C. E.W. --- F 5 --- 7-0 SQUARE --------=------- - -li 16 1 6XGXW2.9XW2.9 W.W.F. j ------------- --- (10) #5 E.W. ----------- F-fi ! 8-0 "SQUARE- 18 i 6)(SXW2.9XW2.9 W.W.F. (11) #5 E.W. F-7 9'-0' SQUARE 18 6X6XW2.9XW2.9 W.W.F. (12) #5 E.W. I � I F2.0 2'-0" CONT 12 NIA (3) #5 CONT F3.0 T-0" CONT 12 k 6Xi6XW2.9XW2.9 W.W.F. (4) #5 CONT. � #5 @ 32' O.C. TRANS F5.0 5'-O" CONT 14 6X6XW2.9XW2.9 W.W.F. #5 @ 24' O.C. TRANS FSP-1 1 23'-0" X 20'-4" 20 #7 @ 10' O.C. E.W. #7 @ Ur O.C. E.W. fiTFFI rr)l IIIUN4 MARK DESIGNATION BASE PLATE REINF. NOTES COL IA' HSS4X4X3116 REF. DETAIL N/A i REF. DETAIL S501.13 COL B' HSS6X6X318 A N/A 1---7 _ COL IC HSS6X6X318 ! B NIA ECCENTRIC BASE PLATE COL ID' HSMXBX318 I C N/A i - - -- - COL WE, HSSBX8X318 D N/A COLT' HSS6X4X3116 REF. DETAIL N/A REF. DETAIL S501-13; LONG ON. ORIENTED TO STORE FRONT I t2ACI= DI ATDC MARK SIZE MATERIAL THK. ANCHOR BOLTS A 14"X14" A36 STL. 1" (4)1` THREADED HEADED STUDS 11ASTM 1554 GRADE 361 - -� _ - - -�- - -- 1(4)1- THREADED HEADED STUDS B - -.- 14'X14" ECC - - A36 STL. 1" �JASTU 1554 GRADE 36] C 16 X16 A36 STL. A 1" 1(4)1• THREADED HEADED STUDS Q -- - - y -.- - ;(ASTIII 1554 GRADE 361 D 16"X16" A36 STL. i 1 112" '(4)1 1/2' THREADED HEADED STUDS (ASTIM 1554 GRADE 551 f'nNrPF fL IUA�(1NRY (`f)l I IIUNC MARK DESIGNATION TIES VERT. REINF. NOTES MC-18 8X8 N/A O #5 EA. CELL REF: S002-13 MG2B 8X16 N/A (2) #5EA. CELL REF: SO02-13 j MGZ W4 N/A (2) #5 EA. CELL REF: S002-13 MC48 8X32 N/A (2) #5 EA. CELL REF: S002-13 MARK DESIGNATION FROM TO NOTES NOT USED T ' -UNLESS OTHERWISE NOTED, INSTALL12) #5 VERTICAL 13AR EDGE SPACING IN CONCRETE FILLED CELL AT 32' OIC. IPROVIDE SAME FILLED C EXPANSION JOINTS, (2) FILLED CELLS AT WALL ENDS, AND (3) FILLED CELLS AT CORNERS. -INTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0'. THE TOP OF ALL INTERIOR FOOTINGS SHALL BE THUS: -EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO ADWICIENT GRADE. THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE THUS: -REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON -LOAD BEARING WR STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN 4' CONCRETE SLAB W/ 3000 PSI CONC. W/ 6X6 W2.IXWZ1 W.W.F. OVER 6 MIL MIN VAPOR BARRIER ON TERMITE TREATED COMPACTED SOIL. (TYP. U.O.N.) -C.J. = CONTROL JOINT / CONSTRUCTION JOINT, TO BE COORDINATED (REF. SUBMITTAL SECTION OF GENERAL NOTES). CONTROL JOISTS SHALL BE 1DEEP SAW CUTS TO BE MADE WITHIN 24 HRS OF POUR. -OPENING/ RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 REBAR X 4'-0" LONG AT MID -HEIGHT OF SLAB -MAGONAL OR K-BRACE MEMBER'UP' -DIAGONAL OR K-BRACE MEMBER "DOWN" O CONC. COL. W/ (14) #5 VERT., #3 TIES @ 8" O.C. 1 1/2' MIN. CLR., TYP. CC-2 CONT. TO ROOF BRG. 2'-0' CC2 CONCRETE COLUMNS SCALE:114'=1'-V 3REF: 0 0 v, U maw ♦, tt,. _ M O o Q >o r � V C O CL V Nco C /� V J M .L UM W-�J.V �U D LL uj iM I. - (a (n J U O E O U L i q4G M N� c�� ZN U0 mue >. o W :20avvi 0 mYNa a 0 w w m CN w m Z w LU Z LU a F- w W 0 55 OU w 0 m m W U t w a m w m a iL U- r-1 I --I NI .-I Cb ab 6 co erp' c' pC, CID N O N N N