3280-20-A-2-303.pdf
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ELE.
TOP OF PARTITIONS
10' - 8"
ELE.
TRUSS BEARING HIGH
28' - 0"
ELE.
TOP OF FOOTING
-2' - 8"
ELE.
TOP OF PARAPET
18' - 0"
ELE.
CLEAR STORY PLAN
20' - 0"
ELE.
TOP OF SLAB
0' - 0"
ELE.
TRUSS BEARING LOW
16' - 0"
A-2-301
A-2-307
A-2-307
813 11 1012 9
2048 SF
USAR 2
33 4
10 10
121135
4 4
1717 17
27 27 27
323240
35 35
35 35
ELE.
TOP OF PARTITIONS
10' - 8"
ELE.
TRUSS BEARING HIGH
28' - 0"
ELE.
TOP OF FOOTING
-2' - 8"
ELE.
TOP OF PARAPET
18' - 0"
ELE.
CLEAR STORY PLAN
20' - 0"
ELE.
TOP OF SLAB
0' - 0"
ELE.
TRUSS BEARING LOW
16' - 0"
A-2-301
A-2-307
A-2-307
813 11 1012 9
44 44
1717 17
323240
35 35
35 35
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JULY 29, 2008
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-2
SCALE: 1/4" = 1'-0"
USAR TRANSVERS BUILDING SECTION "A"
SCALE: 1/4" = 1'-0"
USAR TRANSVERS BUILDING SECTION "B"
SYMBOL KEY:
KEYNOTES:
LUBE RACK, SEE PLUMBING PLANS, SPECIFICATIONS, AND
DETAIL 4/A-2-309 FOR ADDITIONAL INFORMATION.
1.
AIR AND LIGHT PEDESTAL SEE PLUMBING, ELECTRICAL,
SPECIFICATIONS, AND DETAIL 1/A-2-309 FOR ADDITIONAL
INFORMATION.
2.
EMERGENCY SHOWER AND EYEWASH STAND. SEE PLUMBING
PLANS AND SPECIFICATIONS.
3.
6" DIA. STEEL BOLLARD, SLUSH SOLID WITH CONCRETE
GROUT. PROVIDE PLASTIC COVER. SEE DETAIL 12/C-501.
4.
4"X6" PRE-FINISHED METAL DOWNSPOUT. TIE INTO
UNDERGROUND ROOF DRAIN COLLECTION SYSTEM. SEE
CIVIL PLANS FOR CONTINUATION AND DOWNSPOUT BOOT
DETAIL 5/A-2-308.
5.
NOT USED.6.
NOT USED.7.
NOT USED.8.
NOT USED.9.
NOT USED.10.
NOT USED.11.
12. STANDING DOUBLE SEAM METAL ROOF PANEL OVER ICE
AND WATER SHIELD, 2" RIGID INSULATION, 1 1/2"
CORRUGATED METAL DECKING. SEE ROOF PLAN ON
SHEET A-2-104. PROVIDE SNOW GUARDS AT THE END OF
EACH PANEL. STAGGERED BETWEEN EACH PANEL.
00 DOOR MARK, SEE DOOR SCHEDULE SHEET A-2-601.
00 WINDOW MARK, SEE WINDOW SCHEDULE SHEET A-2-601.
00 KEYNOTE, SEE KEYNOTE SCHEDULE THIS SHEET.
A-0-000
DETAIL KEY, SEE CORRESPONDING DETAIL FOR MORE
INFORMATION.
W0 WALL TYPE, SEE WALL TYPES THIS SHEET AND
CORRESPONDING DETAILS.
13. POL TRENCH AND 1/4" ALUMINUM CHECKERED FLOOR
PLATE. SEE DETAIL 9/A-2-309, PLUMBING PLANS AND
CORRESPONDING DETAILS.
14. EXHAUST TUBING STORAGE REEL. SEE MECHANICAL
AND ELECTRICAL PLANS.
15.
16. NOT USED.
17. OPEN WEB STEEL BOW STRING TRUSS. SEE STRUCTURAL
PLANS.
18. W10X33 WIDE FLANGE CRANE RAIL COLUMN. SEE
STRUCTURAL PLANS.
19. PRE-FINISHED ALUMINUM WALL COPING. SEE DETAIL 1/A-2-308.
20. 1" HORIZONTAL FLUSH METAL WALL PANEL. SEE
CORRESPONDING DETAILS AND SPECIFICATIONS.
21. 1" VERTICAL FLUSH METAL WALL PANEL. SEE
CORRESPONDING DETAILS AND SPECIFICATIONS.
22. CONTINUOUS PRE-FINISHED 6X6 METAL GUTTER. SEE
DETAIL 2/A-2-308.
23. CONTINUOUS PRE-FINISHED METAL FASCIA WRAP AND
DRIP EDGE. SEE DETAIL 3/A-2-308.
24. SBS MODIFIED BITUMINOUS MEMBRANE ROOFING OVER 1/8"
PER FOOT SLOPED RIGID INSULATION WITH 2" MIN. BASE RIGID
INSULATION AND 1 1/2" CORRUGATED METAL ROOF DECKING.
25. NOT USED.
26. 8" REINFORCED CONCRETE SLAB OVER 10 MIL. MIN. VAPOR
RETARDER AND 6" #57 COMPACTED STONE.
27. NOM. 8"X16" RUNNING BOND BRICK VENEER WAINSCOT. SEE
CORRESPONDING WALL SECTIONS.
28. NOM. 8"X16" RUNNING BOND BRICK VENEER BAND. SEE
CORRESPONDING WALL SECTIONS.
29. RUNNING BOND BRICK VENEER.
30. NOT USED.
31. NOT USED.
32. CONTINUOUS TRENCH DRAIN AND COVER. SEE PLUMBING
PLANS AND SPECIFICATIONS.
33. NOT USED.
34. NOT USED.
35. CONTINUOUS CONTROL JOINT. SEE STRUCTURAL PLANS.
36. NOT USED.
37. NOT USED.
38. NOT USED.
39. NOT USED.
40. FINISH GRADE. SLOPE AWAY FROM BUILDING 2% MIN. SEE
CIVIL PLANS.
41. NOT USED.
42. NOT USED.
43. NOT USED.
44. NOT USED.
NOT USED.
GENERAL NOTES:
DIMENSIONS INDICATED ARE TO THE FACE OF THE NOM.
CMU DIMENSION UNLESS INDICATED OTHERWISE.
SEE AREAS OF DETAIL FOR ADDITIONAL DIMENSIONS AND
DETAIL.
1.
2.
ALL INTERIOR WALLS SHALL EXTEND TO THE UNDERSIDE OF
THE ROOF DECK UNLESS NOTED OTHERWISE. PROVIDE
CONTINUOUS FIRE STOPPING AT TOP OF WALL SEALING ALL
VOIDS TO PROVIDE AIR TIGHT SEAL ON EACH SIDE OF WALL.
COORDINATE WITH MECHANICAL AND ELECTRICAL ITEMS
INDICATED TO PENETRATE INTERIOR AND EXTERIOR WALLS.
PROVIDE FIRE STOPPING AT PENETRATIONS WHERE
REQUIRED TO MAINTAIN FIRE SEPARATION AS REQUIRED.
PROVIDE LINTELS WHERE REQUIRED FOR MECHANICAL
WALL PENETRATIONS. SEE LINTEL SCHEDULE.
3.
ELEVATIONS INDICATED ASSUME A FINISH SLAB ELEVATION
OF 0'-0". SEE CIVIL PLANS FOR ACTUAL FINISH SLAB
ELEVATION.
4.
PROVIDE A FLUSH TRANSITION BETWEEN FLOOR FINISHES.
THRESHOLD SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION
PER ADA REQUIREMENTS. SEE FINISH SCHEDULE.
5.
FURNITURE INDICATED IS (N.I.C.) UNLESS NOTED
OTHERWISE.
6.
COORDINATE OPENING SIZES WITH MANUFACTURER OF
ITEMS TO BE INSTALLED IN OPENINGS.
7.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIL
PLANS FOR ADDITIONAL INFORMATION REQUIRING
COORDINATION WITH THE ARCHITECTURAL PLANS. NOTIFY
THE CONTRACTING OFFICER AND ARCHITECT OF ANY
DISCREPANCIES.
8.
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