P2
P3
P4
P5
P6
P7
4
A5.2
TYP
LINE OF CANOPY
ABOVE. REFER TO
PUBLIX PLANS
4"
37'-
WELL
TRUCK E
SLOP
24'-013
16"
4.50
11'-1034"
24'-8"
LOADING DOCK
EL. 7.00
6.98
6.00
PJ
PJ
NEW PUBLIX
(45.8 PROTOTYPE)
EL. 7.00
7.00
PH
5630 S Flamingo Road
Cooper City, Florida 33330
P1
40'-0"
PUBLIX
51'-4"
AT COUNTRYSIDE SHOPS
ARCHITECT/ ENGINEER OF RECORD
PH
6.98
7.00
7.00
6.98
11'-4"
6'-8"
3'-0"
5'-858"
PG
PG
1'-8"
SEAL
7.00
Architect of Record:
Deighton Vincent Babis, AIA
Florida Registration
License No. AR93778
ISSUE
1
1
LOADING DOCK FLOOR PLAN
2.
3.
4.
5.
6.
CONTRACTOR TO VERIFY ALL EXISTING STRUCTURE. STEEL,
MASONRY AND CONCRETE SYSTEMS. ALL SYSTEMS WERE
DEVELOPED FROM PHOTOS, AND SITE VISITS TO BEST OF
TEAMS ABILITY. THE SYSTEMS COULD VARY IN EXISTING
BEARING HIGHTS AND FINISHED ELEVATIONS.CONTRACOTR
TO NOTIFY OWNER/ARCHITECT WHEN VARIATIONS OCCUR.
ALL SPRINKLERS, EITHER EXISTING TO REMAIN, REMOVED
AND RELOCATED, AND/OR NEW, ARE TO COMPLY WITH THE
REQUIREMENTS AS SET FORTH IN THE CURRENT STANDARD
EDITION OF ALL GOVERNING CODES, REGULATIONS AND
ORDINANCES HAVING JURISDICTION OVER THE SCOPE OF
WORK.
CONTRACTOR WILL SECURE ALL BUILDING PERMITS &
INSPECTIONS NECESSARY FOR THE CONSTRUCTION OF THE
SPACE.GC TO MAINTAIN ACCESS TO ALL EXISTING AND OPEN
RETAIL STORES IN SHOPPING CENTER.
DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION.
ALL DIMENSIONS SHOWN ON PLANS ARE FROM FINISHED
FACE OF PARTITION TO FINISHED FACE OF PARTITION,
UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL COORDINATE ALL WOOD BLOCKING,
STEEL SUPPORTS AND ANY OTHER ITEMS WHICH ARE
IMBEDDED IN DRYWALL PARTITIONS OR ENCLOSURES WHICH
MC
DESCRIPTION
PUBLIX COMMENTS
N
1/8"-1'-0"
GENERAL PLAN NOTES
1.
DATE
CONSTRUCTION KEYED NOTES
RELATE TO HIS WORK OR THE WORK OF ANY SEPARATE
CONTRACTORS. ALL WOOD BLOCKING, BRIDGING, BRACING,
FRAMING, ETC., SHALL BE FIRE RETARDANT AS CALLED FOR
BY THE GOVERNING BUILDING CODE AND THE CONTRACTOR
MUST SUBMIT AFFIDAVITS OF SUCH FIRE RETARDATION TO
THE OWNERSHIP.
7. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES AND
OBJECTS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION
WITH MATERIALS AND METHODS TO MATCH EXISTING
CONDITIONS AND TO PROVIDE A UNIFORM NEW CONDITION.
PREPARE WALLS (TO CEILING HEIGHT) AND ALL OTHER
SURFACES THROUGHOUT TO ACHIEVE A UNIFORM, SMOOTH
SURFACE FOR THE RECEIPT OF NEW FINISHES.
8. CONTRACTOR TO PROVIDE ALL PROTECTIVE SYSTEMS
REQUIRED FOR TENANTS TO REMAIN OPEN WHILE WORK IS
BEING PERFORMED.
9. GC TO PROVIDE OWNER WITH PHASING PLAN OF WORK TO
COORDINATE AS WORK PROGRESSES THROUGHT SHOPPING
CENTER.
10. REFERENCE LANDSCAPE PLANS FOR LIMITS OF NEW
PLANTING WORK.
11. REFERENCE CIVIL PLANS FOR COMPLETE/FINAL GRADING
AND SPOT ELEVATIONS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
STEEL COLUMN. SEE STRUCTURAL.
STUCCO PILASTER WITH CAST STONE BASE. SEE DETAILS.
PRE-MANUFACTURED STONE VENEER PILASTER WITH CAST
STONE BASE. SEE DETAILS.
UNPAINTED 8" X 8" CAST IN PLACE CONCRETE CURB
(CHAMFERED) REFERENCE ARCHITECTURAL SECTIONS.
STAMPED CONCRETE PAVING. 2% MAX SLOPE. SEE PUBLIX
SPECIFICATIONS.
BROOM FINISH CONCRETE SLAB AT SIDEWALK WITH
CONTROL JOINT PATTERN. 2% MAX SLOPE. SEAL CONCRETE
AFTER WORK IS COMPLETED. SEE PUBLIX SPECIFICATIONS.
CURB RAMP AT 1:14 MIN. WITH EXPOSED AGGREGATE
DETECTABLE WARNING. SEE SECTIONS.
STAINLESS STEEL BOLLARDS.
CEILING CONTROL JOINTS. SEE DETAILS.
NEW LIGHT FIXTURE. SEE LEGEND AND SCHEDULE. SEE
ELECTRICAL.
NEW 24"X36" LOCKABLE ACCESS PANEL. MILCOR DW
STANDARD OR EQUAL FINISH COLOR TO MATCH CEILING.
INSTALL CLEAR BETWEEN STUDS.WWW.MILCORINC.COM.
NEW COPING. SEE SECTIONS.
ROOF DRAIN. SEE PLUMBING.
BUILT UP ROOF ASSEMBLY TO MATCH PUBLIX PRIMARY
15.
16.
17.
18.
19.
20.
21.
22.
ROOF. SLOPE TO DRAIN WITH TAPERED INSULATION AT 1/4"
PER FOOT MINIMUM.
PAINTED CONTINUOUS ALUMINUM SOFFIT VENT. SEE
SECTIONS AND DETAILS.
PAINTED EXTERIOR CEMENT PLASTER ASSEMBLY OVER
METAL LATH AND TWO LAYERS WATERPROOFING OVER CMU.
SEE SECTIONS.
PROVIDE 16" WIDE EXTERIOR GRADE F.R.T. PLYWOOD
WITHIN TRUSS SPACE FOR CEILING ACCESS. LOCATE
ADJACENT TO CEILING ACCESS HATCH AS SHOWN ON
PLANS. SECURE TO THE TOP OF BOTTOM MEMBER OF BOX
TRUSS. SEE SECTIONS.
RAIN LEADER CONNECTION TO UNDERGROUND STORM
UTILITIES.
OVERFLOW RAIN LEADER. DROP IN COLUMN BELOW SLAB
AND SLEEVE THROUGH CURB.
2" DIA STAINLESS STEEL U-SHAPED PEDESTRIAN GUARD
RAIL.
TYPICAL: TOP/FRONT FACE OF CURB ALONG PUBLIX
SIDEWALK TO BE PAINTED "TRAFFIC YELLOW," REFERENCE
CIVIL.
OVERFLOW ROOF DRAIN AT 2"-4" ABOVE PRIMARY DRAIN.
SEE PLUMBING.
23. PRE-CAST CONCRETE SPLASH BLOCK.
24. 6"X6" STAINLESS STEEL GUTTER WITH 4"X4" DOWNSPOUTS.
25. ALUMINUM COMPOSITE MATERIAL PANEL WINGED CORNICE.
SEE DETAILS AND STRUCTURAL.
26. PUBLIX ASPHALT BUILT UP ROOF ASSEMBLY UNDER
SEPARATE PERMIT PACKAGE.
27. 10" RAIN LEADER PIPING TO STORM DRAIN SYSTEM. SEE
PUBLIX DRAWINGS UNDER SEPARATE PERMIT.
28. 10" RAIN LEADER TO DIVERT PAST DOCK CANOPY AND INTO
TRUCK WELL. PROTECT AND TIE INTO STORM DRAIN SYSTEM.
29. 4" DOWN SPOUTS, PIPE TO STORM DRAIN SYSTEM.
30. 4" TRENCH DRAIN.
31. CATCH BASIN GRATE.
32. COVERED LOADING DOCK.
33. FIRE/RISER EQUIPMENT ROOM.
34. TRASH COMPACTOR PAD AT 1'-6" BELOW GROCERY STORE
FINISHED FLOOR, REFERENCE CIVIL AND PUBLIX PLANS.
35. OVERHEAD COILING DOOR PROVIDED BY PUBLIX UNDER
SEPARATE PERMIT PACKAGE.
36. METAL CHAIN LINK FENCE.
37. EXIT METAL DOOR BY PUBLIX UNDER SEPARATE PERMIT.
38. METAL COMPACTOR DOOR BY PUBLIX UNDER SEPARATE
PERMIT.
39. METAL SAFETY RAILING AT TRUCK WELL.
40. MASONRY SCREEN WALL.
41. STAND-BY GENERATOR PAD BY PUBLIX DRAWINGS UNDER
SEPARATE PERMIT.
42. TRANSFORMER PAD BY PUBLIX DRAWINGS UNDER
SEPARATE PERMIT.
43. EMERGENCY GENERATOR BY PUBLIX DRAWINGS UNDER
SEPARATE PERMIT.
44. 5' X 5' CONCRETE EGRESS LANDING. SLOPE AWAY FROM
BUILDING AT 1/16"/FT.
45. REFERENCE CIVIL FOR CONTINUATION OF
NEW/RECONSTRUCTED CURB-LINE AND SIDEWALK.
46. ALIGN SIDEWALK CONTROL JOINTS WITH BOTTOM EDGE OF
COLUMN BASE CURB. (TYP.)
PROJECT INFORMATION BLOCK
JOB #
DATE:
DRAWN BY:
CHECKED BY:
15138
07-17-2015
SHEET TITLE
LOADING DOCK
PLANS
SHEET NUMBER
A1.4
MC
DB