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MIN 91-11.. 19'- 7' Publix. SUPER MARKETS r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - t 7r r7- ------------------------------------------------------------ - -- --------------- LENGTH OF PIT VARIES AS Tdp REQIRED TO MEF4 __j —T SEEUCIVIL DWGS ET GRADE F5 F 4 < 11 R S-8 81-81 6'-7 N ❑ I ' j W24 CATCH BASIN I I 13'-3- 7'-0" 1 4'-8" 4'-4" i 1*7 VERTICAL @ 16" D.C. 34`0" (SEE SHT P-3) IN FILLED CELLS FOR 8' CMU RISER ROOM WALLS. W24 1% rk — — — — — - C-) 12'-0" 2: 1 r----1 C-) C-) In F5 F5.5 I---- — — — — — — — — — — — — — — — — — 1-----------------J L -- — -------------------1 --T I L L L L L —1 1— —, I W24 W24 I W24 W30 W24 W2� W24 r2 C-) F41 I F4.51 LF 8 co IF9 71 1 L4' 9'-4- 81-81, L 2 — F8 co S-7 71 19 1 20 -- z7---7— � — \—C-D J�L 0) 2'-0' CO I I f S-5 - — - — - - - — - — - — - — - - — - — - — I - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - - --- — - — - — - — - — - — - — - — - — - — - -------------------------- ------- --------- ------------------ F MCj `__j -J mci0-------------- --------------------------- t----------------------------------T` 1 0 F91 I I L F10I I W24 I W24 j ! ! THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE IN PLACE. THE ERECTOR SHALLI I 5 PROVIDE ALL NECESSARY SHORING AND BRACING, REQUIRED' c� I — I I S-7 TO INSURE STABILITY DURING ERECTION. I E3 E3 FF 8— MCI t ci F� r -I F -1 LL L J L — - — - — - — - — - — - — - — _-_-_-_-_-_-_L_- -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — F- ---------------------------- ----------------------------- ---------------------- -----------------------------L t18 7 TYP. La L F101 F101 INT. FTG S-5 Flll L-----1 __Flu u Eli Eli W24 W24 mci l I I I I I I I mci r I j I j �'� I F8 I L F - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — I— — - — - — - — - — - — - — - — - — - — - — - — - — - — - 1_ . . . . . . . . . . . . . . . . . . . . . . . . . . i I I j I — - — - — - — - — - — - — - — - — - — - — - A ------------------------------ ]---] r j- ----------------------- I t 1 -1 ------ Lt-J L t -J Lj-J Lt-J Lt-J Lt-J 0 iq,� !F'6.5 S- ( _ F101 I I I F101 F101 Fll Flll F11 J I I �� I ( 2" TYP. 2" TYP. INSIDE FACE HSS8x8 HSS6x6 OF WALL 2" TYP. 1V2" TYP. HSS 1Y HSS7x5 2" TYP. v'm< --Q PL 1'x15`xi5' 0 PL 1'xl2'xl2' PL 1"xI5'x12' r - = r� PL 1x15"xi2 F\i �D 0 C3 mci rh mci �O + W24 + + + INSIDE FACE 1� OF WALL 0 0 < (0 HSS5x5 r- I U 0 0 L 0 0 LO 0 0 PL V?`xt0"x10, W24 7 Viz" 7Y2" 6. 6. 51, 7" 7 V2" o 7V2"- 5- [53� FB-4] FB-2] FB 5] L ( - I I I I I \ __ _ F --I t— - — - — - — - — - — - — ----------I- - — - — - — - — - — - — - — - — - — - — - — - — - — - — I r - LJ I I L F7. L5j Flll 11 FLI. L----�-- !j mci DESIGN CRITERIA SOIL BEARING PRESSURE (USED FOR DESIGN) — — — — — — — — — — 2000 PSF IROOF LIVE LOAD — — — — — — — — — — — — — — — — — — — — 30 PSF ROOF DEAD LOAD------------ — — — — — — — 20 PSF CONCRETE STRENGTH (28-DAY) — — — — — — — — — — — — — -- 3000 PSI STRUCTURAL STEEL BEAMS — — — — — — — — — — — — — — — ASTM A992 STEEL SHAPES,EXCEPT BEAMS — — — — — — — — — — — — — — ASTM A36 REINFORCING STEEL— — — — — — — — — — — — — — — ASTM A-G15, GR. 60 MASONRY DESIGN STRENGTH (ENGINEERED MASONRY) — — — — — — F'M = 1500 PSI WIND PRESSURES, PER ASCE 7-02- EXPOSURE CATEGORY — — — — — — — — — — — — — — — — — — "C BASIC WIND SPEED, V (MPH) — — — — — — — — — — — — — — — 120 MPH BUILDING CLASSIFICATION — — — — — — — — — — — — — — CATEGORY 11 IMPORTANCE FACTOR I — — — — — — — — — — — — — — — — — 1.0 W24 I INTERNAL PRESSURE COEFFICENTS (ENCLOSED BLDG) — — — — — -- 0.18/-0.18 SEISMIC CRITERIA: SPECTRAL RESPONSE ACCELERATIONS SDS— — — — — — — — — — — — — — — — — — — — — — — N.A. Sot— — — — — — — — — — — — — — — — — — — — N.A R WILDING FRAME SYSTEM W/ ORD. REINF. MAS. SHEARWALLS) N.A. SUBSURFACE SITE CLASS — — — — — — — — — — — — — — — — N.A. 3 , TYP SEISMIC USE GROUP — — — — — — — — — — — — — — — — — — N.A. Typ SEISMIC DESIGN CATEGORY — — — — — — — — — — — — — — — N.A. -7 AN ALYSIS PROCEDURE — — — — — — — — — — EQUIVALENT LATERAL FnRf.F DESIGN BASE SHEAR — — — — — — — — — — — — — — — — — — I MCJ GROUND SNOW LOAD — — — — — — — — — — — — — — — — — — 0 PSF SOIL BEARING PRESSURE :: 3000 PSF AS PER SUBSURFACE INVESTIGATION BY ARDAMAN AND ASSOCIATES, DATED OCTOBER 8. 2007 (PROJ.#07-55-9800). F9 I F -I F -1 r ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 L -J L i L L T Lil Flll Fl1l COLUMN SCHEDULE MARK SIZE BASE PLATE' ► ANCHOR BOLTS (EMBEDMENT HOOK) ci HSS 8 x 8 x 1/4 B1 I (4) 11/, 11 (12 11 + G 11) C 2 HSS 7 x 7 x 1/4 B4 (4) 11/4 11 (1211+ 611) C 3 HSS 7 x 5 x Y8, B3 i (4) 11/4 11 (12 11 + 6 11) C4 HSS 6 x 6 x 'A B2 i (4)3/41, (1211 + 611) C5 HSS 8 x 8 x 1/4 B4 (4) 11/4 (12 It + 611) CG HSS 5 x 5 x 1/4 B5 (4)Y211 (711+ 3 11) MARK 1 SIZE REINFORCEMENT REMARKS I C7 1211 x 2411 2 #7 VERT. (1 E.F.) I IN 3 FILLED CELLS. 5' PROJECTION mci EMBEDMENT (SEE SCH.) HOOK (SEE SCH.) W24 1 19" mci - — - TYP. Q EXT. WALL 12 F2*5 CI FID— —,� r19 I I 2.15 I SA) I I 63% 19' 2" j-" > j-- W24 ------ W24 I F -W30 - - - - - - - - - - - - - 7 - - - - - — — — — — — — — — — - - - - - - - - - - W24 I -W24 - - - - - - - - - - F5 — — — — — — — — — — — — — — 1--D F91 u F91 --------- 13 F91 cil 13 wr-L-, ----------- 9112111 cl — — — — — — — — — — — — — -- L ' \ F91 — F91 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L LF a -D —J F5.5 L) L U - -I - Y7 U U Ld -RS S-5 S-7 I -iOY2' i5v. 12'-OV?' 6'-31/4' 4'-8' 2' 12 2 4'-8" 63/4' 4'�>ol 5'-8V2' 12'-Y2' 35'-0' 42'-10' 42'-10' 42'-10' 42'-10' 35'-0' 42'-10' 1`51 284'-2" O 0 SEE BBM STRUCTURAL FACADE DRAWINGS FOR CANOPY CHANGES THAT AFFECT THESE COLUMNS. O � O CORPORATE OFFICES, FACILITIES DESIGN BOX 407, LAKELAND, FL 33802 1863) 680,5295 PHYSICAL ADDRESS: 3300 PUBLIX CORPORATE PARKWAY, LAKELAND, FL 33811-3311 PUBLIX FACILITIES DESIGN DEPARTMENT DAVID TAULBEE, AIA ARCHITECT - FL. REG. 91318 DAVID RUBIN, AIA ARCHITECT - FL. REG.92557 GA. REGA 1881 SC. REG. 7477 AL. REG. 6234 TN. REG. 103497 JOHN W. KITCHENS, PE CIVIL/STRUCTURAL-FL. REG. 45277 GA. REG. 020251 SC. REG. 163,40 AL. REG. 20382 TN. REG. 101507 PAUL C. HARMAN, PE STRUCTURAL - FL. REG, 51959 GA. REG. 27740 SC. REG. 21754 AL REG. 2,4905 TN. PEG. 107882 JOHN J. CARLAMALIS, PE MECHANICAL - FL REG.43889 GA. REG. 021246 SC. REG. 16521 AL REG. 20581 TN.REG.108507 ANTHONY CLEMENTI, PE MECHANICAL. FL REG. 5A781 GA. REG.31882 SC. REG. 25591 AL REG. 28469 TN. REG. 111382 RAYMOND J. SIRIANNI, PE ELECTRICAL - FL REG, 54085 GA. REG. 0256U SC. REG, 1974 AL REG. 230455 TN.REG.108038 NORMAN MEIER, PE ELECTRICAL - FL. REG. 59422 GA. REG. 31492 SC. REG. 2S290 AL REG. 28079 @ COPYRIGHT2008 PUBLIX SUPER MARKETS, INC. THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION Of PUBLIX SUPER MARKETS, INC. THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS DOES; TO THE REST OF MY KNOWLEDGE, INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES vcjG19avt<) PLOT DATE: 10 JAN 08 REVISION DATA: #1 2AS (REPL. #0390) ZEPHYR COMMONS PRETTY POND RD. & HWY. 301 ZEPHYRHILLS, PASCO CO., FLORIDA 54 *,4 V112707 DRAWING TITLE: FOUNDATION PLAN SCALE: 1/8 n = V- 0" COORDINATE WITH SHOPPING CENTER DRAWINGS FOR FACADE AND ADJACENT RETAIL REQUIREMENTS. 10-JAN-2008 11:17 xmwc P:\1200-1299\1245\1245s01.dcjn