|
A/C UNIT OR ERV
<br />HURRICANE BRACKETS I
<br />CURB BY AES INDUSTRIES — — — — — — — — — — — — —
<br />A/C UNIT
<br />I
<br />_ _ _ _ _ _
<br />I I A/C UNIT
<br />PROVIDE[) 15Y I
<br />AE5 INDU3TKIE5. I
<br />I I
<br />°•. °-.;°
<br />(2) 3/° DIA. A36 THRD ROD,
<br />DRILL AND EPDXY AT EACH
<br />L 3'x3'x%' DECK ANGLE
<br />FLUSH AGAINST CURB. I
<br />HURRICANE CLIPS
<br />(
<br />WELD L4x4x1/4 ON (
<br />TOP OF STUB COLUMNS. ( I
<br />_ _ _ = CURB BY AES INDUSTRIES
<br />—
<br />5/ DIA. PUDDLE ( I
<br />FRAME, (USE A SCREEN SLEEVE
<br />°
<br />>. IF CELL IS NOT FILLED.)
<br />(PLACE CURB BEFORE
<br />INSTALLING DECK ANGLE) I I PROVIDED BY AES
<br />I INDUSTRIES.
<br />I
<br />I
<br />WELD DECK TO ( � 5/" DIA. PUDDLE WELD
<br />z
<br />ANGLE @ 6 O.C. 6" O.C. (TYP. «z CURB TO
<br />,. •;,. :,
<br />(2) STEEL ANGLE FRAMES 24" CLEAR
<br />—__-- _—_— —_ —
<br />( HURRICANE CLIPS
<br />I-- ----- —____ = _====PROVIDED BY AES
<br />AROUND OPENING. I o ( ANGLE CONNECTION)
<br />I N>- (
<br />MADE WITH L 3x3x3/16, SHOP WELDED. _ •" Cn
<br />DIA. PUDDLE WELD
<br />I I CURB BY AES I INDUSTRIES.
<br />rYP ; @ G' O.C. (TYP. @ CURB TO
<br />I TUBE CONNECTION)
<br />, z INDUSTRIES
<br />M o L�
<br />N
<br />DIA. PUDDLE WELD
<br />w I I iv m CLEAR DIMENSION (SEE PLAN) I @ 6' O.C. (TYP. @ CURB TO
<br />o I I N BEAM CONNECTION)
<br />- - - - - - - - - - - - - - - - - - - -
<br />EMB D; e
<br />WATER TANK PLATFORM: N
<br />Q T.O. BEAM- I WELD ROOF DECK TO
<br />%g" PLYWOOD SHEATHING
<br />STEEL JOIST �, CLEAR DIMENSION (SEE PLAN) �,15T END 15
<br />(2) 3" DIA. STUB COLUMNS T.o. JOIST STEEL BEAM WITH
<br />( PUDDLE WELDS @ 6' O.C.
<br />WITH BASE PLATES
<br />WITH (5) 1112 TEK SCREWS
<br />AT EACH ANGLE FRAME.
<br />SEE SHEET 5-4 B�AM CENTERLINE TYP).
<br />/4 x 6 x 6'. WELD TO
<br />FRAMED OPENING WITH STL. JOIST
<br />BE
<br />HSS 2�2 x2/DISTABETWEEN
<br />7
<br />ROOF BEAM.6'
<br />TYP L 3%2'x31/2"xY8" BETWEEN
<br />- ° ° "°
<br />12'-(Zje
<br />JOIST SEA.
<br />JOISTS (SEE ROOF FRAMING
<br />PLAN)
<br />SEE PLAN STEEL BEAM
<br />JOISTS. STEEL BEAM 5EE SHEET 5-4
<br />STL. JOIST
<br />2 -0, ;<
<br />6EE SHEET 5-4
<br />STEEL BEAM
<br />(
<br />12' CMU WALL
<br />STEEL BEAM
<br />i
<br />y CENTERLINE DIM.(SEE PLAN) I,
<br />SEE SHT. S-4 VARIES SEE SHT. S-4 SEE SHT. S-4
<br />PROVIDE BOLT HOLE5 IN TOP FLANGE OF 51EEL
<br />SEE PLAN SEE PLAN S-4 01
<br />CLEAR OPENING
<br />BEAM, A5 REQUIRED FOR J015T ERECTION.
<br />SECTION FOR WATER TANK
<br />SECTION AT AC UNIT
<br />4
<br />SECTION AT AC UNIT
<br />r2 SECTION AT AC UNIT
<br />3
<br />S-6 SCALE: 3/° = 1'-0'
<br />1
<br />S-6 SCALE: 11,2'=1'-0"
<br />S-G SCALE; 3/' = 1'-0"
<br />S-6 SCALE: 3/" = 1'-0"
<br />• — — — — — — — —— — — — — — —
<br />PECURB
<br />SECURE EQUIPMENT
<br />1
<br />I I
<br />WITH TRAXX 2-24x7/8°
<br />I
<br />— — — — — — — — — — — — — — — _ SELF DRILLING FASTENERS
<br />' AT 6' O.C. (TYP)
<br />I
<br />PRE -FABRICATED MECHANICAL I
<br />I i
<br />I CURB BY OTHERS
<br />CENTER BY HILL/PHOENIX
<br />I
<br />I SECURE CURB TO C4x5.4
<br />WITH 3/4' LONG #12-14
<br />REFRIGERATION
<br />SELF DRILLING FASTENERS
<br />I
<br />CONDENSOR. SEE
<br />— — — — — — — — — — — — — — — — — — — — — — —
<br />I I
<br />ROOF DECK WELD TO AT G" O.C. OR APPROVED EQUAL
<br />REFRIGERATION SHTS.
<br />2@12" TYP
<br />CHANNEL WITH PUDDLE L _ - — — — — — — — — — — J 2° EXTENTION PL CONT
<br />WELDS @ 6' O.C.
<br />SEE
<br />PLA
<br />L CONE. AROUND
<br />PRE -FABRICATED MECHANICAL
<br />CENTER AND CURB I
<br />(
<br />C4X5.4 OPENING SIZE WELD TO BOTT LEG OF
<br />TYP
<br />DOCK CANOPY.
<br />DOCK CANOPY. WELD TO
<br />L 3'x3'x%" DECK ANGLE ( I �/$' DIA. PUDDLE WELD
<br />SEE SCHEDULE ON M-3 SHEET CHANNEL FOR DECK
<br />FRAME TO BE LEVEL 1 s'
<br />TOP/BEAM = 24'-2`
<br />TOP OF JOISTS.
<br />FLUSH AGAINST CURB. @ 6' O.C. (TYP. @ CURB TO
<br />BEAM CONNECTION)
<br />BEARING.
<br />C7 X 9.8
<br />MECH C R BASE CHANNEL BY HILL/PHOENIX I
<br />TYP
<br />(PLACE CURB BEFORE MECH CTR BASE CHANNEL BY HILL/PHOENIX
<br />(
<br />— — — — — — — — — —
<br />CHAFIELD LT O SEE PLAN
<br />EACH SIDE OF
<br />JOIST SEAT
<br />" 2°@12'
<br />LEVEL
<br />INSTALLING DECK ANGLE) LEVEL
<br />------
<br />— -- — — _ _
<br />rOPNOFLPOC.
<br />d his, 2.
<br />-------------------- —
<br />z�
<br />------------------
<br />(TYPICAL)
<br />o
<br />� I I
<br />� m CURB BY AES INDUSTRIES TYP
<br />3° DIA STD.
<br />o
<br />z
<br />w " DIA. PUDDLE WELD CURB BY AES INDUSTRIES I
<br />°' @ 6° O.C. (TYP. @ CUR TO
<br />BEAM CONNECTI N)
<br />N TYP his 3°
<br />w 3�s' 2�12'
<br />------
<br />L 3%2'x3"%2°xl/" AT
<br />STUB P.C. —
<br />SEE ARCHITECTURAL
<br />DWGS FOR FLASHING
<br />Mg-1 I BRG
<br />FRAMED OPENING. ONLY
<br />TYP
<br />�, 12'-0'
<br />Joisr END is 1" PAST
<br />his REQUIRED TO SPAN6'
<br />x 6" X�g—
<br />r - _ _
<br />WELD ROOF DECK TO -----
<br />BEAM CENTERLINE. (TYP).
<br />BETWEEN JOISTS.
<br />PLATE _ TOP OF ROOFING MATERIAL
<br />— —
<br />— — — — — — — — — —
<br />STEEL STL BEAM WELDS @[D OPCDDLE
<br />I +'
<br />L 4x4x1/4x CO
<br />H D
<br />o W/3/" DIA. A36 T15
<br />AROUND OPENING. STL BEAM
<br />o ROD 24 O/C (EMBE -
<br />JOIST �,_
<br />TYP
<br />USING HILTI HYHO
<br />HSS 2V2"x2%2'x1f' BETWEEN
<br />STEEL JOIST S°
<br />ADHESIVE ANCHORS.
<br />JOIST SEATS TO SUPPORT CURB. STEEL BEAM
<br />(SEE PLAN)
<br />SEE PLAN FOR DISTANCE BETWEEN SEE SHEET S-4
<br />SEE PLAN I
<br />JOISTS.
<br />BOND SEAM
<br />LOCATE TUBE ON BEAM CENTERLINE.
<br />J i.J
<br />SEE PLAN AND SCHED.
<br />SEE PLAN S-4
<br />FOR FLORIDA STORES ONLY:
<br />STRUCTURAL STEEL IN THIS DETAIL
<br />PROVIDE BOLT HOLES IN TOP FLANGE OF STEEJ
<br />OPENING DETAIL
<br />SHALL BE HOT -DIP GALVANIZED.ROOF
<br />BEAM, AS REQUIRED FOR JOIST ERECTION.
<br />FOR FANS.,VENTS &
<br />DOCK JOIST BEARING-
<br />SECTION AT BENCH
<br />q
<br />CTION AT MECHANICAL CENTERSREFRIGERATION
<br />tl_6�5SECTION AT MECHANICAL CENTERS
<br />PITCH PANS
<br />S-6 SCALE: 11/2'= 1'-0"
<br />S-6 SCALE: 3/a' = 1'-0°
<br />S-6 SCALE: ,` = 1'-0"
<br />S-6 SCALE: 3/4' = 1'-0'
<br />S-6 SCALE: 3/4' = I`0'
<br />HOOKED DOWELS
<br />HOOKED DOWELS
<br />THE RAKED PARAPET BEAM (PB-2)CAN BE REMOVED
<br />VERIFY W/
<br />WHEN THE SIDE PARAPET IS HIGHER AND IS SHOWN
<br />HOOKED DOWELS
<br />SHOPPING PB-1
<br />IN THE THE DEVELOPER'S ENGINEER DRAWINGS. (2) #5 CONT.
<br />L4x4x3/8 x CONT. W/ VERTICAL
<br />TOP/PARAPET =SEE PLAN
<br />CENTER DWGS,
<br />° LONG -SLOTTED HOLE AND 3/4"DIA.
<br />�� D. HEADED ANCHOR @ 2'-6' O.C.
<br />SEE BELOW
<br />1%a" B"
<br />1%2" METAL ROOF DECK
<br />L4x4x3/8 x CONT. W/ VERTICAL
<br />STEP BOND BEAM AS SHOWN
<br />VARIES ON EXTERIOR ELEVATIONS, SHEET A-7
<br />PB-3 ° 7 (8' EMBED)
<br />D
<br />LONG -SLOTTED HOLE AND 3/' DIA.
<br />°. °:
<br />. °=' °" °"
<br />NO ALTERNATE BOLT CONNECTION ALLOWED.
<br />° 8'WIDE x 2%2' HIGH 1/4" X 1%2° TAPCONS
<br />D
<br />HEADED ANCHOR @ 2'-G' O.C.
<br />L4x4x3/8 x CONT. W/ VERTICAL
<br />PB-2
<br />SCUPPER (8" x 32")
<br />POCKET EMBED BEYOND D 6' O.C. AT DECK
<br />D
<br />(8" EMBED)
<br />LONG -SLOTTED HOLE AND 3/" DIA.
<br />PER ARCH. DETAILS
<br />I ' OIA. X 20" LONG
<br />o L 4x4x1/4x0'-8' WITH EDGE
<br />NO ALTERNATE BOLT CONNECTION ALLOWED.
<br />DISTANCE FROM 8" TO 1B" DEEP HEADED ANCHOR v 2'-6' O.C.
<br />AND ROOF PLAN
<br />A36 BAR
<br />(2) 3/8" DIA. H,S.A.
<br />T/ JOIST TO PARAPET BEAM (8" EMBED)
<br />(ALTERNATE: 1f2" SQUARE)
<br />;
<br />HOLE IN BLOCK
<br />T/ WALL TO NO ALTERNATE BOLT CONNECTION ALLOWED.
<br />REMAIN CONSTANT . °
<br />° �° 3/16' 2' 0 24'
<br />SECTION L 4x4x3/8 @ ROOF
<br />o
<br />I _ V
<br />FOR ANCHOR BOLT
<br />@ 24" , 777, @ EA. JST.
<br />3/i6°
<br />TOP/JOIST - 20'-0' _ -
<br />3h6' 2" 0 24'
<br />2°
<br />RB-2
<br />i •
<br />0
<br />X2.5
<br />T/ JOIST = °- -
<br />= =
<br />RB-3
<br />VS3 JOIST
<br />RB-4RB-4
<br />3/"
<br />24'-0"
<br />8" 2' TYP.
<br />• • •, L 3x3x1/ Wf DIA. EPDXY BOLTS •
<br />'01 ANCHOR BOLT
<br />Q 2'-6' O.C. (3 TOTAL) (EMBED = 6")
<br />RB-1
<br />LOCATION
<br />A
<br />" GAP
<br />JOIST
<br />D
<br />JOIST
<br />o •
<br />BRIDGING PER SJI
<br />8" CMU WALL W/ VERT. BARS
<br />REQUIREMENTS (TYP)
<br />° @CORNERS, SIDES OF OPENINGS
<br />AND AS INDICATED ON PLANS.
<br />BRIDGING PER SJI
<br />JOIST
<br />REQUIREMENTS (TYP)
<br />LOCATE SPLICE
<br />12' CMU WALL, SEE PLAN
<br />BETWEEN ANCHOR
<br />FOR REINFORCEMENT
<br />GIRDER
<br />BOLT SPACING
<br />SEE DECK ANGLE SPLICE
<br />SEE DECK ANGLE SPLICE
<br />e
<br />DETAIL 13/S-6
<br />SEE DECK ANGLE SPLICE
<br />DETAIL 13IS-6
<br />ELEVATION
<br />DETAIL 13/S-6
<br />rio—SECTION @ FRONT-
<br />SECTION Cd SIDES
<br />r,2-- SECTION @ REAR_
<br />ROOF DECK ANGLE SPLICE
<br />SECTION AT RISER ROOM
<br />11
<br />13
<br />14
<br />-6 SCALE: 3/" = 1'-0"
<br />S-6 SCALE: 3%4"
<br />S-6 SCALE: 3/4' = 1`121"
<br />S-6 SCALE. 3° = F-0`
<br />S-6 SCALE: 1%2" = 1-0"
<br />JOISTS JOIST GIRDER
<br />3/4' BEARING PLATE
<br />NOTES
<br />(A)THE STANDARD CONNECTION FOR JOIST GIRDERS TO COLUMNS IS 1Y16'SLOTS
<br />NOTES
<br />FOR 3/" A325 BOLTS IN GIRDER SEAT CONNECTION. WHEN DESIGN WIND SPEED IS 140
<br />18 GAGE TRACK
<br />OR 146 MPH (SEE S-D,INCLUDE A / WELD (2"LONG) EACH SIDE OF SEAT.
<br />(4)#12 SCREWS AT EACH JOIST
<br />(A)JOISTS ARE CONNECTED TO THE GIRDER BY WELDING, EXCEPT THE JOIST AT (OR NEAREST)
<br />(B)JOIST GIRDER BOTTOM CHORD STRUTS SHOULD NOT BE WELDED TO THE STABALIZER
<br />PLATE ON THE COLUMN.
<br />3/° TOP PLATE W/3/" DIA. A325 BOLTS.
<br />(IF WIND SPEED IS 140 OR 146 MPH, %2"WEB
<br />(2 TOP, 2 BOT)
<br />TYP.
<br />THE COLUMN SHALL BE BOLTED. ALSO, JOISTS SPANNING 40 FEET OR MORE SHALL BE BOLTED
<br />TO THE GIRDER DURING ERECTION, PER OSHA CONSTRUCTION STANDARDS, AND THEN WELDED.
<br />(C)JOISTS ARE CONNECTED TO THE GIRDER BY WELDING, EXCEPT THE JOIST AT (OR NEAREST)
<br />ADD. WELD ON EACH SIDE OF BEAM SEAT.) STIFFENER
<br />(2) HILTI X-EDNI-16-P8 @ 12" O.C.(MAX.)
<br />3i,6 t"
<br />MINIMUM WELD FOR JOIST SEAT SHALL BE FILLET WELD, 2' EACH SIDE.
<br />THE COLUMN SHALL BE BOLTED. ALSO, JOISTS SPANNING 40 FEET OR MORE SHALL BE BOLTED
<br />(BEAM CONNECTION,
<br />ATTACH TRACK TO TUBE.
<br />5
<br />TO THE GIRDER DURING ERECTION, PER OSHA CONSTRUCTION STANDARDS,
<br />HSS � � ON OPPOSITE FACE)
<br />TOP/TUBE = 10'-9"
<br />WELD L21/2x21/2x1/4"
<br />EQUIPMENT CUKB FROM LOCATION OF
<br />(B) AT COLUMN LOCATIONS, PLACE STABILIZER PLATE ON COLUMN BETWEEN JOIST BOTTOM CHORD
<br />ANGLES TO STABILIZE THE BOTTOM CHORD LATERALLY, DO NOT WELD JOIST BOTTOM CHORD
<br />(D)JOIST GIRDER BOTTOM CHORD BRACES BY MFG. MAY BE EITHER WELDED OR BOLTED
<br />POINT LOAD, ECT. LOAD t0 NEAKE5T
<br />TO STABALIZER PLATE. FOR JOISTS GREATER THAN 22' DEEP, USE 3/" PLATE, OTHERWISE USE %2' PLATES.
<br />TO THE GIRDER, BUT ARE ALWAYS WELDED TO THE JOIST. tPROVIDE AT MIN OF
<br />N
<br />PANEL POINT (ON OPP.
<br />CHORD OF J015T)
<br />(G JOIST GIRDER BOTTOM CHORD BRACES BY MFG. MAY BE EITHER WELDED OR BOLTED
<br />TWO JOISTS PER GIRDER/BEAM AT 1/3 POINTS)
<br />TO THE GIRDER, BUT ARE ALWAYS WELDED TO THE JOIST. (PROVIDE AT MIN OF
<br />rl5ABEAM T O HSCOLUMN
<br />S
<br />-
<br />rW0 JOISTS PER GIRDER/BEAM AT 1/3 POINTS)
<br />I
<br />(c)
<br />NOTE: PLATE SIZES AND CONNECTIONS TO BE DETAILED BY STEEL FABRICATOR
<br />1/3 LENGTH OF 1/3 LENGTH OF
<br />(A) ',�—(B)
<br />I (A)
<br />%2' PL. TYP
<br />HSS 8x3x3/6
<br />5' OK GRE K 5' OR GREAT K
<br />STEEL J0I5T
<br />WELD WELD
<br />I JOIST
<br />JOIST GIRDER JOISTS
<br />BEARING PLATE
<br />' GIRDER
<br />OR
<br />1/
<br />� � I " STIFF PLATE AT
<br />COLUMN CAP PLATE
<br />8" (18 GA.) 2" FLANGE
<br />CHANNELS (SEE PLAN)
<br />WELD L21/2x21/2x1/4"
<br />NOTE FROM LOCATION OF
<br />BEAM
<br />I
<br />4 BY STEEL FABRICATOR.
<br />LOAQ TO NEAREST
<br />KEOT) STIFFENERS NOT PANEL POINT ION DPP. p01Nt LOAD
<br />KEQ`D FOR POINT LOADS CNOKD OF JOIST)
<br />BOTTOM CHORD BRACE PLACEMENT: '
<br />1. WELD AFTER ROOF DEAD LOAD IS IN PLACE. BOLTED CONNECTION (C)
<br />A250 L85 0 TOP CHORD
<br />.100 05 0 BOTTOM CHORD S
<br />2. REFRIG. L[NES SHALL BE PLACED SO THAT
<br />THEY DO NOT INTERFERE WITH WELD WELD
<br />BOTTOM CHORD BRACES,
<br />JOIST GIRDER
<br />3/' STABALIZER (g)
<br />PLATE
<br />Ile
<br />WELDED CONNECTION (C)
<br />HSS COLUMN
<br />TYPICAL JOIST STIFFENER LOCATIONS : KCS JOIST POINT LOADS,WATER MAIN CONNECTIONS,
<br />Viz" WEB
<br />CURVED SOFFIT WALL POINT LOADS,SOFFITS PARALLEL TO JOIST POINT LOADS.
<br />STIFFENERS
<br />,
<br />EACH FACE
<br />3/" TOP PLATE W/3/' DIA. A325 BOLTS.
<br />(IF WIND SPEED IS 140 OR 146 MPH,
<br />HSS ADD WELD ON EACH SIDE OF BEAM SEAT.)
<br />I �
<br />SECTION AT ENTRY
<br />�6
<br />S-6
<br />rl TYP JOIST STIFFENER DETAIL
<br />GIRDER TO TUBE STEEL COLUMN
<br />SCALE: 2' = 1'-0°
<br />�_,SCALE. NONE (WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL POINTS)
<br />GIRDER BOTTOM CHORD BRACE
<br />S-6
<br />18
<br />15 BEAM TO HSS COLUMN
<br />S-6
<br />S-6 NOTE: PLATE SIZES AND CONNECTIONS TO BE DETAILED BY STEEL FABRICATOR
<br />Publi*x.
<br />SUPER MARKETS
<br />CORPORATE OFFICES, FACILITIES DESIGN
<br />BOX 407, LAKELAND, FL 33802
<br />(863) 6MS295
<br />PHYSICAL ADDRESS:
<br />3300 PUBLIX CORPORATE PARKWAY,
<br />LAKELAND, FL 33811331 1
<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. 6234
<br />TN.REG.103497
<br />JOHN W. KITCHENS, PE
<br />CML/STRUCTURAL-FL. REG.45277
<br />GA REG. 020251
<br />SC. REG.163AO
<br />AL. REG. 20382
<br />TN.REG.101507
<br />PAUL C. HARMAN, PE
<br />STRUCTURAL - FL. REG. 5 1959
<br />GA REG.277AO
<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.111382
<br />RAYMOND J. SIRIANNI, PE
<br />ELECTRICAL - FL REG. 5AG85
<br />GA. REG.025636
<br />SC. REG. 19743
<br />AL REG.23065
<br />TN.REG.108038
<br />NORMAN MEIER, PE
<br />ELECTRICAL - FL. REG. 59A22
<br />GA REG.31A92
<br />SC.REG.25290
<br />AL. REG. 28079
<br />@C COPYRIGHT 2000
<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 />11�
<br />PLOT DATE:
<br />REVISION DATA:
<br />#12AS (REPL. #0390)
<br />ZEPHYR COMMONS
<br />PRETTY POND RD. & HWY. 301
<br />ZEPHYRHILLS, PASCO CO.,
<br />FLORIDA
<br />V112707
<br />DRAWING TITLE:
<br />SECTIONS
<br />AND
<br />DETAILS
<br />SCALE: AS NOTED
<br />of---!
<br />10-JAN-2008 11:00 xmwc P:\1200-1299\1245\1245s06.dgn
<br />
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