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AREA AB"
MENS LOCKERS
8206
AREA "A"
GENERAL NOTES.
1. FINISH FLOOR ELEVATION 100' -0" INDICATED ON ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS IS EQUAL TO USGS
ELEVATION DATUM 747.25.
2 MATERIALS, EQUIPMENT, FIXTURES, ACCESSORIES, AND ASSEMBLIES INDICATED
ON DRAWINGS ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED AS
EXISTING.
3. DIMENSIONS ARE TAKEN TO CENTERLINES OF COLUMNS AND TO FACE OF
MASONRY, CONCRETE, STUDS AND FURRING UNLESS INDICATED OTHERWISE.
4. PROVIDE FIRESTOPPING TO MATCH FIRE RESISTANT RATING OF EXISTING
CONSTRUCTION AT NEW PENETRATIONS THROUGH EXISTING FIRE RESISTANT
CONSTRUCTION.
5. EXTEND NEW FIRE RESISTANT CONSTRUCTION TO UNDERSIDE OF DECK ABOVE.
PROVIDE FIRESTOPPING TO MATCH FIRE RESISTANT RATING OF NEW
CONSTRUCTION AT PERIMETER WHERE IT MEETS EXISTING CONSTRUCTION AND
AT PENETRATIONS THROUGH NEW FIRE RESISTANT CONSTRUCTION.
6. EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF DECK ON ONE SIDE OF
INTERIOR METAL STUD PARTITIONS AND TO 8" ABOVE CEILING ON OTHER SIDE
OF THE PARTITION UNLESS OTHERWISE INDICATED. FIT GYPSUM WALLBOARD
TIGHTLY AROUND PROFILE OF STRUCTURAL ELEMENTS, PIPING AND CONDUIT.
CALK JOINTS AROUND THESE ELEMENTS.
7. PROVIDE DIAGONAL BRACING OF METAL STUD PAR1111ONS ABOVE CEILING.
PROVIDE METAL STUD DIAGONAL BRACING OF THE SAME DIMENSION AND GAGE
AS PARTITION'S CONSTRUCTION, AND SPACE DIAGONAL BRACING NO MORE THAN
48' ON CENTER. ATTACH DIAGONAL BRACING TO PARTITION FRAMING MEMBERS
NO MORE THAN 12" ABOVE CEILING AND AT TOP CHORD, PANEL POINT OF
STEEL JOISTS.
Q NEW WORK KEY NOTES.
1. REPAIR EXISTING WALL AFTER ADJACENT WALL DEMOLITION.
2 PROVIDE NEW CONCRETE SLAB TO MATCH EXISTING.
3. NEW ROOF ACCESS HATCH AND LADDER REFER TO DETAILS.
4. CONSTRUCT NEW WALL TO UNDERNEATH THE WINDOW FRAME. CONSTRUCT WITH
3 5/8' METAL STUDS AT 16' O.C. AND 5/8' GWB BOTH SIDES. REFER TO
WINDOW FRAME ELEVATIONS FOR WALL HEIGHT.
5. PROVIDE HDCP LIFT AND RAILING. SECURE TO EXISTING STAIR.
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' A22 ��� ��� � 6. NEW 8 CMU WALL TO STRUCTURE ABOVE.
] TRAINING _ _ _ _ N _ _ _ - - - EXISTING _ROOF BELOW _ _ _ _ _ _ _
® "p FACILITY - - I 7. NEW 8' CMU WALL TO 8' -8' AFF.
21
E..---J
-- - -- - - - -- I 8. NEW 8 CMU WALL TO 10 -8 AFF.
STAIR EE a 7, -0" - - \ 9. NEW COUNTER. REFER TO HONDA STANDARD DETAILS. (N.I.C.)
S -3 A218 0 10. NEW SHELVING. (N.I.C.) u
a:
11. INFO CENTER/KIDS PLAY WALL PER HONDA STANDARD DETAILS. (N.I.C.) z O 4-
0 (D 8 8 Go
ALL
��� 12 NEW 8" CMU WALL TO 3' -8' AFF. O �
mm 0
6201 "; A2 44
_ 13. NEW 6' CONCRETE PAD. J Q
ICH ROOM -
MEN'S WOMEN S
t
.-
8203 0 A215 _ - - A216- - - - - - - - - - - - - - - - - - -
3 3 3 3 3 3 3 3 14. NEW CONCRETE SIDEWALK.
42 42 42 42 42 42 42 a2 _ ✓ s
_ � HALL = 15. STEEL PIPE BOLLARD. PROVIDE ON EACH SIDE OF OVERHEAD DOOR JAMB.
A222 28' -8" ° ®I REFER TO DETAIL A /AS4.1. Z Q
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........................ . ............................... 3 3 3 3 16. NEW CMU WALL Q 0 to
3
,. 42 42 42 3 42 3 42
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TELEPHONE - -- - -- - --- - - - - -- -
s C� _ a, 17. NEW STAINLESS STEEL COUNTERTOP. U
A224 COPY /FAX RESTROOM 1 I .n. [ rl
co 0'�' -0" A212 A213 co ® ® OPEN TO BELOW OPEN TO BELOW 18. WIRE MESH CAGE TO STRUCTURE ABOVE. PROVIDE 3'- 0 "x7' -0" GATE WITH W
L L -i LOCK.
it USINESS ' 19. MASONRY SCREEN WALL COORDINATE EXACT WALL LOCATION WITH
G -
16'-5*
109-6m 4-- 1 H� = FA-2-02-1
` v t� [�
�o " " ® WALLpANDAAHU CONTRACTOR. MAINTAIN 3' -0' MINIMUM CLEARANCE BETWEEN THE
N 1O' OO N 1 L J L a ID J I
J J n
N OFFICE _ - - - - - - - - - - - - - - - - - - - co 20. INFILL EXISTING OPENING. MATCH ADJACENT WALL CONSTRUCTION.
A211 1 21. NEW METAL STUD PARTITION TO ABOVE CEILING LINE.
F.AT;-
AREA "A"
22 CONSTRUCT NEW MASONRY WALL TO MATCH EXISTING (APPROXIMATELY 8' -0'
TALL)
23. PROVIDE NEW 48'x8' OPENINGS WITH LOUVERS. PROVIDE NEW LOUVERS TO
MATCH EXISTING.
24. CONSTRUCT NEW STUD PAR111ION AT THE SIDE OF NEW METAL STAIRS TO
6' -6" AFF. (WALL TO RECEIVE PLASTIC LAMINATE CAP - N.I.C.).
25. NEW LOCKERS (N.I.C.). PROVIDE BLOCKING IN THE WALL AS REQUIRED FOR
LOCKER INSTALLATION.
26. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS.
27. PROVIDE NEW GLAZING AND WINDOW SEALS.
2& "WAVE" CANOPY ABOVE.
29. METAL STUD PARTITION TO 32" AFF.
30. METAL STUD PARTITION TO 7' -0" AFF.
WALL TYPE LEGEND
- - EXISTING TWO HOUR AREA
SEPARATION WALL
- - EXISTING THREE HOUR AREA
SEPARATION WALL
- - - - EXISTING FOUR
HOUR FIRE WALL
NEW BRICK VENEER OVER
8' CMU WALL
NEW 8' CMU WALL
............ ..... _ ......... .. ............................... MEW STUD PARTITION - 3 5/8'
METAL STUDS 0 16' O.C. WITH 518'
TYPE 'X' GWB BOTH SIDES.
EXISTING WALL
SECOND FLOOR PLAN
C� DIMENSION -AREA 'A' NORTH
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' A22 ��� ��� � 6. NEW 8 CMU WALL TO STRUCTURE ABOVE.
] TRAINING _ _ _ _ N _ _ _ - - - EXISTING _ROOF BELOW _ _ _ _ _ _ _
® "p FACILITY - - I 7. NEW 8' CMU WALL TO 8' -8' AFF.
21
E..---J
-- - -- - - - -- I 8. NEW 8 CMU WALL TO 10 -8 AFF.
STAIR EE a 7, -0" - - \ 9. NEW COUNTER. REFER TO HONDA STANDARD DETAILS. (N.I.C.)
S -3 A218 0 10. NEW SHELVING. (N.I.C.) u
a:
11. INFO CENTER/KIDS PLAY WALL PER HONDA STANDARD DETAILS. (N.I.C.) z O 4-
0 (D 8 8 Go
ALL
��� 12 NEW 8" CMU WALL TO 3' -8' AFF. O �
mm 0
6201 "; A2 44
_ 13. NEW 6' CONCRETE PAD. J Q
ICH ROOM -
MEN'S WOMEN S
t
.-
8203 0 A215 _ - - A216- - - - - - - - - - - - - - - - - - -
3 3 3 3 3 3 3 3 14. NEW CONCRETE SIDEWALK.
42 42 42 42 42 42 42 a2 _ ✓ s
_ � HALL = 15. STEEL PIPE BOLLARD. PROVIDE ON EACH SIDE OF OVERHEAD DOOR JAMB.
A222 28' -8" ° ®I REFER TO DETAIL A /AS4.1. Z Q
M
Milo co
........................ . ............................... 3 3 3 3 16. NEW CMU WALL Q 0 to
3
,. 42 42 42 3 42 3 42
�., a2 4z
TELEPHONE - -- - -- - --- - - - - -- -
s C� _ a, 17. NEW STAINLESS STEEL COUNTERTOP. U
A224 COPY /FAX RESTROOM 1 I .n. [ rl
co 0'�' -0" A212 A213 co ® ® OPEN TO BELOW OPEN TO BELOW 18. WIRE MESH CAGE TO STRUCTURE ABOVE. PROVIDE 3'- 0 "x7' -0" GATE WITH W
L L -i LOCK.
it USINESS ' 19. MASONRY SCREEN WALL COORDINATE EXACT WALL LOCATION WITH
G -
16'-5*
109-6m 4-- 1 H� = FA-2-02-1
` v t� [�
�o " " ® WALLpANDAAHU CONTRACTOR. MAINTAIN 3' -0' MINIMUM CLEARANCE BETWEEN THE
N 1O' OO N 1 L J L a ID J I
J J n
N OFFICE _ - - - - - - - - - - - - - - - - - - - co 20. INFILL EXISTING OPENING. MATCH ADJACENT WALL CONSTRUCTION.
A211 1 21. NEW METAL STUD PARTITION TO ABOVE CEILING LINE.
F.AT;-
AREA "A"
22 CONSTRUCT NEW MASONRY WALL TO MATCH EXISTING (APPROXIMATELY 8' -0'
TALL)
23. PROVIDE NEW 48'x8' OPENINGS WITH LOUVERS. PROVIDE NEW LOUVERS TO
MATCH EXISTING.
24. CONSTRUCT NEW STUD PAR111ION AT THE SIDE OF NEW METAL STAIRS TO
6' -6" AFF. (WALL TO RECEIVE PLASTIC LAMINATE CAP - N.I.C.).
25. NEW LOCKERS (N.I.C.). PROVIDE BLOCKING IN THE WALL AS REQUIRED FOR
LOCKER INSTALLATION.
26. STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS.
27. PROVIDE NEW GLAZING AND WINDOW SEALS.
2& "WAVE" CANOPY ABOVE.
29. METAL STUD PARTITION TO 32" AFF.
30. METAL STUD PARTITION TO 7' -0" AFF.
WALL TYPE LEGEND
- - EXISTING TWO HOUR AREA
SEPARATION WALL
- - EXISTING THREE HOUR AREA
SEPARATION WALL
- - - - EXISTING FOUR
HOUR FIRE WALL
NEW BRICK VENEER OVER
8' CMU WALL
NEW 8' CMU WALL
............ ..... _ ......... .. ............................... MEW STUD PARTITION - 3 5/8'
METAL STUDS 0 16' O.C. WITH 518'
TYPE 'X' GWB BOTH SIDES.
EXISTING WALL
SECOND FLOOR PLAN
C� DIMENSION -AREA 'A' NORTH
a
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00204
a►E
6/23/00
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