|
2'-0' MIN.
<br />48 BAR DIA.
<br />MIN. LAP (TYP)
<br />Q
<br />CONTINUOUS CAST -IN -PLACE
<br />D ¢ 1
<br />CONCRETE CURB WITH 2 #5 BARS
<br />MINIMUM HEIGHT = 6"
<br />D c(v Lu
<br />D
<br />P �
<br />VERIFY W/ARCH,
<br />P P° P o p o.- o
<br />11
<br />°%°
<br />Os°..'°
<br />°
<br />REINFORCING TO MATCH SIZE AND
<br />VERT. REINFORCING
<br />SPACING OF REINF, IN ADJACENT
<br />IN CONC.FILL CELLS
<br />12"CMU WALL WITH VERTICAL
<br />FOOTING SECTION
<br />SEE SHT. S-1 NOTES
<br />FOR SIZE &SPACING O5 DOWELS TO MATCH SPACING
<br />FILLED CELLS AT VERT.'-,a-
<br />4. ' REINFORCEMENT PER S-1 NOTES
<br />OF
<br />TYP 12" BLK, WALL ° VERT. WALL REINFORCING. 48.
<br />REINFORCING AS REQ'D�
<br />CONTINUOUS 8"x8° CAST -IN -PLACE
<br />TYPICAL STEPPED FOOTING
<br />FIN. FL, 24"
<br />#5 CONT. IN FILL CELL EA +0'-0"
<br />HORIZ. K.O. COURSE FROM FTG e `
<br />TYPICAL 8'OR 12"
<br />(SEE PLAN) MASONRY
<br />POUR CELLS W/CONC. WALL W/ HORIZONTAL
<br />CONCRETE CURB WITH 1 #5 .
<br />SAW CUT EXPANSION JOINTS AT
<br />°
<br />%2' EXP. JOINT MATERIAL
<br />SEE SHT S-i FOR STEP LOCATIONS AND ELEVATIONS
<br />TO PUBLIX FIN. FLR.
<br />FROM FTG. TO TOP OF
<br />MASONRY REINF° EVERY
<br />EACH SLAB JOINT (CUT WITHIN
<br />FLR. SLAB. TYPICAL
<br />ALL EXTERIOR WALLS OTHER COURSE
<br />24 HRS OF CASTING)
<br />a. "s
<br />4" CONIC. SLAB INSIDE
<br />t%2'
<br />2'x2'x2' THK. CONT.
<br />e STYROFOAM AS
<br />%z' EXPANSION JOINT MATERIAL (TYP)
<br />0 0"
<br />4' ° °
<br />°
<br />-0'-(4'
<br />WALL FTG
<br />2ND POUR
<br />REQUIRED BY LOCAL
<br />CODES. ASSEMBLY
<br />FIN. FLOOR —, — , ..
<br />+0'-8 1
<br />" /2" EXP. JOINT MATERIAL
<br />_ D
<br />RATING = R-8-8
<br />w a a: g•
<br />V'
<br />o
<br />1" DIA. WEEP HOLES AT 2'-8' O.C.
<br />_ W/ 12"X12" MIRAFI FILTER FABRIC
<br />o
<br />\ 11 z 2'x2'x2' THK. CONTINUOUS
<br />-0'-0'
<br />° n °
<br />° \D° ° \ °
<br />4" CONIC. WALKWAY
<br />SLAB OUTSIDE 2'x2'x2" THK. CONT, STYROFOAM AS
<br />°n
<br />-
<br />`v
<br />s AT EA. HOLE (TYP.) SURROUND WITH
<br />~ -' STYROFOAM AS REQUIRED
<br />_
<br />���
<br />REQUIRED BY LOCAL CODES.
<br />ASSEMBLY RATING = R-8.8
<br />w
<br />GRADE CRUSHED STONE. REQUIRED WHERE
<br />¢ ;<1 BY LOCAL CODES.
<br />N
<br />DIFFERENCE BETWEEN FIN, FLOOR AND
<br />o o ASSEMBLY RATING = R-8,8
<br />�- �
<br />4' CONIC. WALKWAY
<br />12' CMU
<br />'•
<br />z17 EXTERIOR GRADE IS GREATER THAN 16".
<br />w
<br />w¢
<br />SEE SHT S-1 FOR REINFG
<br />SLAB OUTSIDE
<br />TM ° CONT.
<br />o- °
<br />N CD > � SEE SHEET S-1 FOR STEP
<br />LOCATIONS WHERE APPLICABLE
<br />SIZE AND SPACING
<br />° STYROFOAM
<br />%2"JT.W/ PRE-ENGINEERED REQUIRED BY LOCAL
<br />d D
<br />KEYWAY
<br />MATERIAL AND SEALANT CODES. ASSEMBLY
<br />,
<br />D
<br />30' MIN. LAP FOR 2ND POUR.
<br />cc-
<br />° " ° D
<br />°
<br />CONC FILLED 12' - p" RATING = R-8,8
<br />SEE SCHEDULE °
<br />°
<br />/ SEE PLAN &SCHEDULE
<br />CONIC BLK W/VERT
<br />REINF PER PLANS.
<br />FOR FOOTING
<br />REINFORCING ° • d •
<br />FTG CONSTRUCTION JOINT
<br />3" CLR. (TYP)
<br />° �. a • FOR SIZE & REINFORCING
<br />° d `
<br />°
<br />SEE SCHEDULE
<br />°
<br />o
<br />FOR FOOTING °
<br />SEE FOUNDATION PLAN &
<br />REINFORCING E
<br />FOOTING SCHEDULE FOR
<br />o P p
<br />FOOTING SIZE & REINFORCING
<br />STEPPED FOOTING AND
<br />CONSTRUCTION JOINT FOR FTG_
<br />TYPO SECTION AT ATM
<br />S-5 SCALE- %z° = F-0"
<br />1 SECTION AT STEP FOOTING AREASr2-*NNT
<br />YP, WALL FTG DETAIL
<br />3 STOREFRONT BULKHEAD-
<br />4 SECTION
<br />S-5 SCALE: %2" = 1'-0" (USE WHEN TOP OF FOOTING IS LOWER THAN-2'-0")
<br />�-5SCALE: 3/" = 1'-0'
<br />S-5 SCALE: 3/" = 1'-(�'
<br />S-5 SCALE: 3/' = i'-0°
<br />HOOK TO BM
<br />8°x6" CAST -IN -PLACE CONCRETE
<br />REINF.
<br />CURB WITH 1 #5 BAR. SAW CUT
<br />VERTICAL R AR
<br />EXPANSION JOINTS AT EACH
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
<br />EACH SIDE 0 - - T GOOF BEAM PERM
<br />- - - - - - - - -1 - - - - - - 4 - - - - - - - - - - - -
<br />SLAB JOINT (CUT WITHIN /2° EXPANSION JOINT
<br />12 HRS OF CASTING) VERIFY MATERIAL AND SEALANT
<br />30' MIN. LAP
<br />OPENING,
<br />OF B WITH ELECTRICAL
<br />PER PLAN. 1 I
<br />PANELLENGTH
<br />LOCATIO S.
<br />1 1 EXTEND HEADER
<br />a
<br />REBAR, EACH SIDE.
<br />�-4"
<br />+0 8N I I ADJACENT RETAIL
<br />BY OTHERS.
<br />II
<br />CON 5 T K U C T I O N JOINT 5 MAY 6 E LOCATED
<br />4" SLAB -ON -GRADE
<br />{ I OLINTELR BEAM
<br />FOOTING
<br />II I
<br />(SEE PLAN'
<br />AT ANY 5AWCUT (CONTROL JOINT) LOCATION0'-0
<br />FA,
<br />CORNER SPLICE BARS
<br />e
<br />SAME SIZE & QUANTITY II
<br />1 OP
<br />°
<br />AS LONGITUDINAL I II
<br />I I
<br />APPLY BONDING AGENT TO
<br />REINF, BARS I I
<br />{
<br />MAIN SLAB UNDER CURB.
<br />REFER TO SECTIONS I
<br />AND DETAILS FOR II II
<br />II I
<br />I
<br />I I FIN #
<br />2 4' 1 2 (1) 5
<br />CON5TKUCTION JOINT,
<br />PLACE A 5AWCUT AT #4 x 36' SMOOTH ROD 0 24" O.C.,
<br />CONSTRUCTION JOINT GREA5E END OF ROD FOR SECOND POUR.
<br />FILL JOINT WITH
<br />LIQUID SEALER 118" 5AW-CUT JT.
<br />° .
<br />2'x2'x2' THK. CONT.
<br />STYROFOAM A5
<br />REBAR SIZE &
<br />QUANTITY I
<br />1
<br />AFTER 2ND 5LAB POUR. I �
<br />WELDED WIRE FABRIC CUT WITHIN 5AME
<br />(SEE GENERAL NOTES DAY A5 SLAB POUR.
<br />KEQUIKED BY LOCAL
<br />CODES. A55EM13LY
<br />LONGITUDINAL BARS �) (
<br />- - - - 1 '�'1 #5 1 -"'
<br />- - -- - - - - - - - -
<br />FOR ALTERNATE.)
<br />-`
<br />RATING = K-S.S
<br /># 1 1
<br />1 5 CONT. K.O. BLK w/
<br />________ �__I__ __ ___,____
<br />° A °
<br />D.
<br />e3
<br />D '
<br />SEE 5CHEDULE
<br />O
<br />WALL FTG °. - (ll "5 CONT
<br />D:' PERIMETER OF
<br />D D p• D D
<br />- - - - - - - -
<br />>---°-`-p—�—�-� 4_
<br />° ° ��o L1 ° Q r `n
<br />p
<br />FOR FOOTING
<br />REINFORCING
<br />. ,
<br />------------------1 ---- -- BUILDING
<br />D D, °
<br />A
<br />HOOK TO WALL L FTG
<br />�' P
<br />FTG REINF, SECTION
<br />LEVATION CALE: I/4"=1'-10"
<br />2'-O` )`-O'
<br />VAPOR BARRIER-
<br />(SEE SPECS.)
<br />TYPICAL CONTINUITY CORNER
<br />I
<br />SCALE, /4 =1'-0"
<br />FIK5T POUR 5ECOND POU
<br />COMPACTED 5UBGRADE
<br />6
<br />�-5SCALE: NONE
<br />TYP. MASONRY OPENING REINFORCIN
<br />s-5 'C' /T
<br />TYP CONST JOINT DTLrq--,JYP
<br />SAWCUT DETAIL-rio--,\TYF
<br />CONIC. CURB 0 ELEC. FNL
<br />FOR SEISMIC CATEGORIES OR
<br />8
<br />cJ-5 SCALE; 1%2' = V-0"
<br />S-5 SCALE: 1f2' = 1'-0"
<br />S-5 SCALE: 3/' = P-0"
<br />4" SEE PLAN
<br />FREEZER DIMENSION
<br />FREEZER DIMENSION
<br />.� .�—
<br />OUT TO OUT OF WALL
<br />OUT
<br />OUT TO OUT OF WALL
<br />FREEZER WALL 1 1
<br />INSIDE FACE OF
<br />COOLER SIDE INSIDE FACE OF
<br />L
<br />FREEZER WALL
<br />FREEZER WALL
<br />(2) 2'xB" P.T. I i
<br />4'EXTRUDED
<br />2'x8' P.T. THERMAL BREAK POLYSTYRENE INSUL.
<br />4" EXTRUDED
<br />(2) 2'x8" P.T. THERMAL BREAK POLYSTYRENE INSUL.
<br />1 I
<br />1 1
<br />4" CONIC. SLAB I 1
<br />MASONRY WALL FACE TO OUTSIDE
<br />COOLER WALL DIMENSION SEE PLAN
<br />UN (2 LAYERS OF 2" INSUL.,
<br />UNDER ALL FREEZER WALLS,
<br />UNDER ALL FREEZER WALLS. (2 LAYERS OF 2' INSUL.,
<br />W/6x6 W1.4xW1.4
<br />4
<br />STAGGERED)
<br />STAGGERED)
<br />I 1
<br />01-0°
<br />0'-0"
<br />-
<br />05 HOOKED BAR INTO SLAB
<br />FREEZER FIN FL.
<br />- - - ° - - -
<br />FREEZER
<br />- - - - - - - - -
<br />MATCH FILLED CELL SPACING-
<br />°• °• 1 i
<br />SEE DETAIL 9/S-5, IF CONTROL JOINT
<br />#5 HOOKED BAR INTO SLAB
<br />6"'°
<br />61 °
<br />;.° ;.°:,
<br />OCCURS AT EDGE OF COOLER WALL.
<br />MATCH FILLED CELL SPACING.
<br />REQUIRED ONLY WHEN COOLER WALL
<br />4" CONC. SLAB
<br />MIN, 24" BEYOND W/6x6 W1,4xW1,4
<br />4' CONC. SLAB
<br />MIN. 24' BEYOND W/6x6 W1.4xWt.4
<br />FREEZER OUT
<br />°. 1 48'
<br />- _._ _ _ _ _ _._ _ _ _
<br />T
<br />p r 1 24'
<br />TOP/FTG IS LOWER THAN -2'-0" CONIC BLK
<br />WALL
<br />FREEZER OUT
<br />qo o Q
<br />J 0�&O p OQ O O O
<br />O O O O O O
<br />�p0 OooO��o°DoO�p° QO�Oo Oo°Oo Od°O PROVIDE GRAVEL SUBGRADEC��O�C�opO�OO�O
<br />O 0 OO O �O Cl ?°p 0 $ O a O 6" DEEP (MIN.)BELOW FREEZERS.
<br />��� O Og O O O
<br />O O O O O O
<br />�C�pPOo��pO Oo°O PROVIDE GRAVEL SUBGRADEa�0°Oj�O°p
<br />OC oo O o o °oQ O o 6' DEEP (MIN.) BELOW FREEZERS.
<br /><_ :. ,• .•;' °
<br />o Q o a o o D o0o I i I
<br />�OOOQ�Oou 0
<br />O W° O 00 Q 00 1 1
<br />°O 1 I {
<br />O �� � 1 1 1
<br />OUTSIDE
<br />+0'-0"
<br />coNc SLAB
<br />48"
<br />24' ,
<br />�-o jQ
<br />�cO
<br />)oU�1�O�
<br />o o
<br />j�U��O� Ot/� 0
<br />e
<br />4 EXTRUDED
<br />POLYSTYRENE INSUL, I 1 I
<br />< . a_o—'`�`�-"`�
<br />v
<br />4
<br />VAPOR BARRIER
<br />VAPOR BARRIER
<br />(2 LAYERS OF 2" INSUL.,
<br />I
<br />(SEE SPECS)
<br />(SEE SPECS)
<br />STAGGERED)
<br />PROVIDE GRAVEL SUBGRADE
<br />DIM TO OUTSIDE FACE OF COOLER
<br />6' DEEP (MIN.) BELOW FREEZERS.
<br />1 -0"
<br />FREEZER FLOOR DETAIL
<br />11
<br />S-5 SCALE: 1" = 1'-O"
<br />FREEZER TO COOLER FL. DTL.
<br />13 FREEZER FLOOR DETAIL
<br />12
<br />�-5SCALE- 1" = 1'-0"
<br />S-5 SCALE: 1" = 1'-10"
<br />TYP. COOLER SLAB DETAIL
<br />COOLER AT BLK WALL
<br />14
<br />15
<br />S-5 NO SCALE
<br />S-5 SCALE: 1° = 1'-0'
<br />CARPET /TILE 0'-0,-0'-03�,
<br />VERIFY W/PLAN
<br />COLUMN, FTG PAD
<br />I
<br />JT. t�
<br />I
<br />HSS COLUMNCONST.
<br />SEE DETAIL 8/S-5
<br />I
<br />COLUMN
<br />FIN. FLOOR (SEE PLAN)
<br />BASE PLATE
<br />V-2" V-2" BASE PLATE
<br />(SEE SCH.)
<br />SEE SCHEDULE ON S-i
<br />i ANCHOR BOLT (SEE SCHEDJ
<br />I. i It4' W/ DOUBLE NUTS & WASHERS
<br />HSS COLUMN,
<br />SLAB DETAIL
<br />TYP
<br />Ito'
<br />HSS COLUMN
<br />I I i
<br />BASE PLATE I i
<br />SEE PLAN
<br />28" 28" CONCRETE
<br />2' NON -SHRINK
<br />GROUT d
<br />16
<br />2" MIN. BASE PLATE (SEE S-t)
<br />(SEE SCHED_) ! i
<br />x
<br />PEDESTAL
<br />f °a' °
<br />S-5 SCALE: 3/" = 1'-f�"
<br />FIN. FLOOR 1 i
<br />1 I i -0'- 0"
<br />1 1
<br />I I I
<br />I _' I
<br />I
<br />CUT BLOCK WALL AT
<br />- 5 BAR CONT.
<br />24"x24" CONIC. PEDESTAL
<br />°
<br />PEDESTAL AND BASE PLATE,
<br />AS REQ'D. COLUMN
<br />W/4#8 DOWELS  TIES
<br />AT 12" O.C. (2 #3 TIES TOP) ° , ANCHOR BOLTS
<br />z
<br />°
<br />I 2-1
<br />2' GROUT
<br />o -4i ANCHOR BOLTS WITH DOUBLE
<br />w NUTS AND WASHERS. (SEE S-ll
<br />30
<br />CI �
<br />28'x 28'PEDESTAL "
<br />W/ (4) #6 HAIRPINS
<br />® ®
<br />3
<br />(SEE SCHJ
<br />4
<br />(2 E.W.) & #3 TIES
<br />28'x28" CONC. PEDESTAL
<br />D° #
<br />2' COVER I W/4 6 HAIRPINS (2 E.W.) &
<br />@ 10" O/C (2 MIN.)
<br />P ('
<br />• .:' °!' ° w
<br />WALKER DUCTS EITHER WIRE MESH ABOVE
<br />SINGLE OR THREE DUCTS & BELOW DUCT
<br />TO TIES #3 TIES @ 10" O.C. (MIN 2)
<br />>. °7
<br />° ,' ° •° ' , o, PLACE WWF AT TOP OF FTG,
<br />L _'-j L-
<br />° e
<br />z d , ° 2' MIN.COVER
<br />I a
<br />°
<br />A5 REQUIRED PER 5CHEDULE.
<br />WALL FTG. BEYOND ° - TO TIES PLACE WWF AT TOP OF FTG,
<br />VERTICAL REINF.
<br />SPACING PER PLANS
<br />� A5 REQUIRED PER 5CHEDULE.
<br />28' n
<br />�
<br />THRU PAD)EBAR
<br />(SEE PLAN)
<br />THRUNDTHEOCONOCREA E PEDOEST ALT BELOW.
<br />o•
<br />TOP OF FTG,
<br />( ° °. (SEE PLAN)
<br />--- -----a--=--
<br />° 4
<br />°
<br />°I•
<br />_
<br />RE -POUR
<br />3, LR
<br />° D i De ° "
<br />D D °
<br />a
<br />-.--e4= tom✓ -_-�.% . ; 4" CONC. SLAB
<br />FTG. AS SCHEDULE COL. & FTG.
<br />d n d n n I n n
<br />COL. & FIG.
<br />THIS AREA
<br />' ° D °
<br />2'-6" FOR (3) DUCTS �,
<br />"�
<br />21 IF SECTION DOCK COL
<br />SEEIELECTORICALDUCT
<br />PLANS
<br />FOR LOCATION & QUANTITY
<br />12' FOOTING PAD (SEE PLAN)
<br />OJ-5 SCALE: �" = 1'-0'
<br />WALKERDUCT DETAIL
<br />20 COLUMN AT EXT. WALL
<br />17
<br />1"= 1'-0"
<br />TYF, INTERIOR STL. COL. FTG.
<br />1g COLUMN AT EXT. WALL-
<br />SCALE:3/"= 1'-0"
<br />�-5SCALE:
<br />,8
<br />5.5
<br />5-5 SCALE: 3/4" = 1'-0"
<br />5-5 SCALE: 3/4" = 1'-0'
<br />P u b 11* xe
<br />SUPER MARKETS
<br />CORPORATE OFFICES, FACILITIES DESIGN
<br />BOX 407, LAKELAND, FL 33802
<br />1863) 680.5295
<br />PHYSICAL ADDRESS:
<br />3300 PUBLIX CORPORATE PARKWAY,
<br />LAKELAND, FL 33811-3311
<br />PUBLIX FACILITIES
<br />DESIGN DEPARTMENT
<br />DAVID TAULBEE, AIA
<br />ARCHITECT - FL. REG. 91318
<br />DAVID RUBIN, AIA
<br />ARCHITECT -FL. REG.92557
<br />GA REG.11881
<br />SC. REG.7477
<br />AL REG.623A
<br />TN. REG.103497
<br />JOHN W. KITCHENS, PE
<br />CIVIL/STRUCTURAL - FL. REG. 45277
<br />GA. REG. 020251
<br />$C. REG.16340
<br />AL REG. 20382
<br />TN.REG.101507
<br />PAUL C. HARMAN, PE
<br />STRUCTURAL - FL, REG. 51959
<br />GA. REG. 27740
<br />SC. REG.21754
<br />AL. REG.24905
<br />TN. REG.107882
<br />JOHN J. CARAMALIS, PE
<br />MECHANICAL - FL REG.A3089
<br />GA. REG.021246
<br />SC. REG. 16521
<br />AL REG. 20581
<br />TN. REG.108507
<br />ANTHONY CLEMENTI, PE
<br />MECHANICAL. FL REG. 54781
<br />GA. REG.31882
<br />SC.REG.25591
<br />AL REG. 28469
<br />TN. REG. 111362
<br />RAYMOND J. SIRIANNI, PE
<br />ELECTRICAL - FL REG. 54085
<br />GA. REG, 025436
<br />SC. REG. 19743
<br />AL REG.23065
<br />TN.REG.108038
<br />NORMAN MEIER, PE
<br />ELECTRICAL - FL. REG. 59422
<br />GA. REG. 31492
<br />SC.REG.25290
<br />AL REG.28079
<br />© COPYRIGHT 2008
<br />PUBLIX SUPER MARKETS, INC.
<br />THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY
<br />OF PUBLIX SUPER MARKETS, INC. AND ARE NOT TO BE
<br />COPIED OR REUSED FOR ANY SPECIFIC BUILDING WITHOUT
<br />WRITTEN PERMISSION. THESE DRAWINGS SHALL NOT BE
<br />DUPLICATED WITHOUT PRIOR WRITTEN PERMISSION OF
<br />PUBLIX SUPER MARKETS, INC.
<br />THE DESIGN . INDICATED IN THESE CONSTRUCTION
<br />DOCUMENTS DOES; TO THE BEST OF MY KNOWLEDGE,
<br />INFORMATION, AND BELIEF; COMPLY WITH THE APPLICABLE
<br />MINIMUM BUILDING CODES
<br />Ic
<br />"j-f-C)
<br />t
<br />PLOT DATE:
<br />10 JAN 08
<br />REVISION DATA:
<br />#12A5 (REPL. #0390)
<br />ZEPHYR COMMONS
<br />PRETTY POND RD. & HWY. 301
<br />ZEPHYRHILLS, PASCO CO.,
<br />FLORIDA
<br />54,4
<br />V112707
<br />DRAWING TITLE:
<br />SECTIONS
<br />AND
<br />DETAILS
<br />SCALE: AS NOTED
<br />S-5
<br />of 9
<br />10-JAN-2008 11.01 xmwc P:\1200-1299\1245\I245s05.dgn
<br />
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