|
PROVIDE WEB STIFFENERS
<br />5'-0' 01 / IN BEAM AT THIS COLUMN.
<br />CANT.
<br />RD-
<br />4" TOP CHORD
<br />EXTENSION
<br />r
<br />JOISTS, GIRDERS AND DECKING WILL BE PROVIDED BY PUBLIX.
<br />STEEL FABRICATOR MUST CONTACT VULCRAFT TO RECEIVE A SET OF
<br />APPROVED SHOP DRAWINGS FOR COORDINATION. SEE SPEC 052100,
<br />r �W16x26 W16x26
<br />}---- - - - - ---------------------------- - - - - -- - - - - -- -------------------------------- - - - -\ ��---
<br />' I%2" METAL DECK (22 GAGE, TYPE B). WELDED AT SUPPORTS WITH
<br />7a" DIA. PUDDLE WELDS C 6' 0/C. USE 3 - -10 TEK SCREWS PER SPAN
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ �, ' AT SIDELAPS, (THIS NOTE IS FOR DOCK CANOPY AND RISER ROOM ONLY,)
<br />vi - ui
<br />m m
<br />J J
<br />+9 m
<br />� m
<br />ii -H
<br />" (12) 18K3 JOISTS 0 5' 10Y16' O.C. "
<br />w w
<br />CD CD
<br />rl 2
<br />cr RD-2
<br />---------- ----- ----- ----- ----- ----- , , _ RB-4 (12' 8')
<br />I �}- LINTEL -
<br />I
<br />MB-1 �� ------ i-- ----- ----- --- --------------- ---- i ,� MB-1 m 2.5K3 m
<br />S--- --- -------- --- --- --- --- -- ---- —----------------- -- ---- --- ---------- ---------- -- --- -- -— — — — — — — — —----------------------------------- --- --- — ---------- -- --- - --- ---------------- ------ --- --- -------------
<br />M13-2 d- m
<br />I I I S_6 I (10-0') I I I m I
<br />I I I I LINTEL (SEE DETAIL 14/S-7) I I Ll I � I
<br />14
<br />I I I I i I I TOP/WALL=8'-0°
<br />TOP/WALL=12'-8" l
<br />I I I I I I S-6 I I
<br />FiIII ----�-I-----------------------------------------------------------IIrII ------------------------------------------------------------------------IIII ---------------------------------IIII -------------------------------iIIII ------------I--I,---------�-------_—_--------------I _--- ---I --S_— -- - — I
<br />--_-- ---( — -= -
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<br />---—-—-— - — - — -
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<br />-__________— — — — — — �===
<br />---- - - - - ---_ 0
<br />II I I I I I I
<br />6 II
<br />--------- -----
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<br />S-7 I
<br />I
<br />I I 7'-9" 9'-2' I I
<br />I II I i I I I I i
<br />E—-f - -—-—-—-—-—-—-—- -—- ------ _ _� - _ - - - -- - -- - _------------------------- --- _ _---_ - - - _ _-- --- - _ --- _ _ - _ _ _ _ - _-_ _-_ _ _-------_ -----_ _ _ _ --- --_ _ _ _ _ _ ---_ _ _-- ----- _ --- -------------_-- -------------
<br />SUPPORT BETWEEN JOISTS SUPPORT AT JOISTS II
<br />! ! ! ! ! L 3'X3'X %' BETWEEN
<br />WASHER
<br />ADJACENT JOISTS. TACK OP&BOTTOM) I I I I
<br />WELD AT EACH END. II
<br />I
<br />•I I I I I I I I I I
<br />I I I I
<br />I I I I I I I I
<br />I ( I �_BOTT CHORD OF JOIST i
<br />II I I I I %2" DIA. ROD AT
<br />I I I I I 6'-0'D.C.(MAX.) I - - - - - - - - - - - --
<br />- --
<br />�I
<br />I EXTEND CHANNEL TO fl /
<br />I I I I I I ATTACH TO JOIST. I
<br />i II (SEE A-4 FOR SOFFIT- -------- - - - -- - -
<br />I I C4x5.4 WITH SLOTTED HOLES. I I WALL LOCATION.) „' I
<br />a --
<br />ADJUST TO MIS`.
<br />CHORD OF JOIS-
<br />a--
<br />LINTEL PER 1,
<br />IF DRIVE-THRL
<br />IS REQUIRED.
<br />uu � llu� I
<br />i SEE DETAIL II/S-7 i
<br />I I I
<br />I I I
<br />I I 1
<br />I
<br />O
<br />I
<br />I
<br />BOT/STEEL @
<br />SEAFOOD = ll'-8'
<br />I
<br />i
<br />BOT/STEAL 9
<br />PHARMACY = ll'-5'
<br />i
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<br />I I I I
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<br />1 1
<br />I
<br />I
<br />TACK
<br />WELD
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<br />------f
<br />--—-—-— - — - — -— --------------
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<br />NUT
<br />-------------------------
<br />TO ROD
<br />--- ---
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<br />SUPPORT
<br />FOR
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<br />1 HANGING
<br />CHANNEL
<br />--------------�
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<br />S-3 SCALE: 3" = 1'-0°
<br />II
<br />LEGEND I
<br />I
<br />II
<br />I
<br />-----
<br />�
<br />---- ------
<br />II
<br />---
<br />l
<br />- INDICATES CURTAIN WALL STEEL CHANNEL LOCATIONS. I
<br />I
<br />II
<br />i
<br />5'-7"
<br />ALSO. REFER TO SHEET A-4 AND WALL SECTIONS,
<br />'
<br />DRAWING LAYOUT REQ'D FOR SOFFIT CHANNELS,
<br />(
<br />,
<br />INDICATES CENTERLINE __�
<br />SEE SHEET S-4 FOR ADDITIONAL ROOF JOIST LOADING.
<br />-
<br />- - -
<br />I
<br />- - - - - -
<br />- - -
<br />OF CHANNEL FOR ROD
<br />LOCATIONS. DIMENSIONS
<br />ARE TO CENTERLINE OR
<br />�UU����1T INDICATES LIGHT GAGE HEADER = (2) 6" (18 GA.) CHANNELS (U,N.O.)
<br />END OF CHANNEL.
<br />NO STEEL CHANNEL REQUIRED.
<br />I
<br />II
<br />t
<br />,
<br />- _ - - - - - INDICATES. LIGHT GAGE STUD WALLS PER ARCHITECTURAL
<br />i
<br />I
<br />- - -
<br />-i
<br />�- - - - -
<br />WALL SECTIONS, (U.N.OJ NO STEEL CHANNEL REQUIRED.
<br />I
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<br />8
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<br />S-7
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<br />ll
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<br />I II
<br />I
<br />— - — - — - — - — - — - — - — - — — — - —
<br />— — - — _ — — — — - — _ - _ - — — — — - — —
<br />— — — - — — - _ _ —
<br />_ _ _ — _ _ — —
<br />_
<br />_ _ _ _ — - — - — — - --
<br />--i
<br />__
<br />� I
<br />-- - -- - __________
<br />�-
<br />I
<br />I
<br />Ul
<br />CURVED CHANNEL FOR SOFFIT WALL.
<br />9' 2"
<br />7'-4' 5 z'
<br />SU PORT
<br />CHANNEL AT JOISTS PER 8/S-7
<br />AN�
<br />AT MID -SPAN BETWEEN JOISTS PER 7/S-7.
<br />!
<br />I
<br />SELL
<br />ARCHITECTURAL WALL SECTION 2/A-15__4__
<br />—r
<br />i
<br />-- - - - -
<br />--
<br />----1-
<br />I
<br />- ----
<br />- - - - - - - - -'- - - - - -
<br />- - - -
<br />- - - - - -
<br />- -
<br />I
<br />�-
<br />I---
<br />----A9°
<br />- - - - - -- I -- - - - -
<br />- --
<br />- - - - -
<br />I
<br />LIGHT GAGE JOLTS
<br />8' DEEP (18 GAG) - 2' FLANGE
<br />AS SHOWN. (8 LOCATIONS)
<br />° II l li 18 GAGE BRIDGING
<br />II I
<br />I I I III
<br />II ___-_ ____ ____-___ _______-__ ___ ______ ___-_ ____ ____________-_-------_-_-__
<br />LINTEL LINTEL LINTEL
<br />MB-3 SEE 14/S-7 I SEE 14/S-7 SEE 14/S-7 I MB-3
<br />(9'-4") i i (9'-4')
<br />BOT/BEAM = 7'-81/4' BOT/BEAM = 7'-8%'
<br />I I
<br />I I
<br />I I
<br />I i
<br />I I
<br />O
<br />S-7
<br />- ' "! - -
<br />I I I
<br />I I I
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<br />O � O
<br />- of
<br />----------- of
<br />------------ Tl
<br />P u b 1,10 xe
<br />SUPER MARKETS
<br />CORPORATE OFFICES, FACILITIES DESIGN
<br />BOX 407, LAKELAND, FL 33802
<br />(863) 680.5295
<br />PHYSICAL ADDRESS:
<br />3300 PUBLIX CORPORATE PARKWAY,
<br />LAKELAND, FL 338113311
<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.] 1881
<br />SC. REG.7477
<br />AL. REG,623A
<br />TN. REG.103497
<br />JOHN W. KITCHENS, PE
<br />CIVIL/STRUCTURAL-FL. REG.4,5277
<br />GA. REG. 020251
<br />SC. REG. 163AO
<br />AI. 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. A3889
<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. 025636
<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 />Q 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 />-P,, �, ""
<br />JAN„zoos
<br />PUBUX
<br />PLOT DATE:
<br />10 JAN 08
<br />REVISION DATA:
<br />#1245 (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 />INTERMEDIATE
<br />PLAN
<br />SCALE: 1 /8 " = V- 0"
<br />10-JAN-2008 11:01 xmwc P:\1200-1299\1245\i245s03.d9n
<br />S=3
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