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A415 A302 A402 A402 402
EXCEPT PARAPET
SEE 2/A402 FOR PARAPET
99'-8"
26'-3 3/4' 42'-8' 30'-4"
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FIRST FLOOR PLAN
�01
SCALE:
NORTH
aENERAL NOTES:
L ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE C.M.U. ANY
DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO VERIFIED
BY ARCHITECT/DESIGNER. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO FABRICATION AND INSTALLATION. DO NOT SCALE DRAWINGS.
3. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE
MOUNTED ITEMS.
3. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
�. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE
MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED
(I.E. 100A). SEE DIVISION 500 DRAWINGS FOR DOOR SCHEDULE.
E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING
SUSPENDED ITEMS.
F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E.
STOREFRONT AND PRECAST).
G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL.
H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE
WITH WALL.
1• ALL
STEEL
STUDS
ARE TO BE BRACED ACCORDING TO MANUFACTURER'S
J. NOT USED.
K. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING
FOR ARCHITECT/DESIGNER TO REVIEW.
L. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM
MANEUVERING CLEARANCE AT THE DOOR APPROACH PER THE MOST
CURRENT AMERICANS WITH DISABILITIES ACT.
M. NOT USED /
N
HUNGHORDE OF ALL IZONTALSHAFTS
ORIZONTAL IN OPENING IN LOWEST FLOOR OPENETRATEDUR ALE
PLAN NOTES
O ALIGN FINISH FACES.
O2 STANDARD ROOF DRAIN AND OVERFLOW DRAIN. SEE DETAIL 4/A203.
O EDGE OF CANOPY.
O4 ROOF HATCH. SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION. SEE DETAIL
2/A203.
O5 ROOF TOP MECHANICAL UNIT OR EXHAUST FAN LOCATION ON CURB. SEE
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
6A 8" WIDE x 6" DEEP DOWNSPOUT
68 4" WIDE x 4" DEEP DOWNSPOUT
O MINIMUM EQUIPMENT CLEARANCES.
O ROOF PENETRATION. SEE DETAIL 3/A203. SEE MEP DRAWINGS FOR
ADDITIONAL INFORMATION.
(g VERTICAL STEEL LADDER. SEE SPECIFICATION SECTION 05 50 00.
t0 ROOF HATCH UNIT. SEE SPECIFICATION SECTION 07 72 00.
1 t ROOF CRICKET
12 DRIVE -UP WINDOW SYSTEM BY TENANT. VERIFY SIZE AND CONFIGURATION.
t3 RECESSED FLOOR SLAB. COORDINATE WITH EQUIPMENT REQUIREMENTS. SEE
STRUCTURAL.
14 MECHANICALLY ATTACHED MEMBRANE ROOF SYSTEM.
t5 SCUPPER AND CONDUCTOR HEAD. DESIGN AND INSTALL IN ACCORDANCE WITH
SMACNA STANDARDS AND APPLICABLE CODES.
WALL TYPES
NOTES:
1 - ALL INTERIOR WALLS EXTEND TO BOTTOM OF CEILING UNLESS OTHERWISE NC
2 - WALL TYPE MODIFIER:
- A = WALLS TO DECK OR TO UNDERSIDE OF GYP. BD. LID AT
BOTTOM OF ROOF TRUSSES
- B = WALLS TO 6' ABOVE FINISH CEILING
- C = NOT USED
- D = MASONRY WALL TO 9'-4' ABOVE FINISH FLOOR
- E = MASONRY WALL TO 12'-0" ABOVE FINISH FLOOR
3 - PROVIDE MOISTURE RESISTANT GYP. BD. ON ALL WET AREA WALLS.
SUBSTITUTE WATERPROOF GYP. BD. IN DISHWASHING AND JANITOR.
4 - PROVIDE FIRE RESISTIVE RATED GYP. BD. AT ALL RATED ASSEMBLIES TO
MEET ASSEMBLY REQUIREMENTS.
5 - PROVIDE FIRE RESISTIVE JOINT SYSTEMS EQUAL TO WALL RATING AT ALL
HEAD AND FLOOR INTERSECTIONS WITH RATED ASSEMBLIES.
6 - AT WALLS TO UNDERSIDE OF GYP. BD. LID AT BOTTOM OF ROOF
TRUSSES PROVIDE FRAMING ABOVE GYP. BD. LID AS REQUIRED TO
BRACE TOP OF WALL.
VV1 3-5/8" 20 GAUGE METAL STUDS 0 16" O.C.
WITH 5/8" GYPSUM WALL BOARD EACH "
SIDE AND (1) LAYER SOUND ATTENUATION
BLANKETS EACH STUD CAVITY.
W2 6" 20 GAUGE METAL STUDS 0 16' O.C.
WITH 5/8" TYPE "X" GYPSUM WALL BOARD Lw=
EACH SIDE AND (1) LAYER OF R-19
INSULATION BLANKETS EACH STUD CAVITY.
EXTEND ASSEMBLY TO DECK ABOVE. ONE
HOUR FIRE RATED CONSTRUCTION - UL DESIGN U419.
W3 4" 25 GAUGE "C -H" METAL STUDS 0 24"O.C.
WITH 1" GYPSUM LINER PANEL ONE SIDE
AND 1 LAYER 3/4" TYPE GYPSUM PANEL
BOARD ONE SIDE AND R-19 INSULATION
BLANKETS EACH STUD CAVITY. EXTEND ASSEMBLY
TO DECK ABOVE. TWO HOUR FIRE RATED CONSTRUCTION -
UL DESIGN U415.
WS REFER TO WALL SECTION
Scope Drawings:
These drawings Indicate the genera scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electr'cc systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
he
execution and completion of the work.
Revisions:
Issue Date
Drawn By
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07/06/12
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Scope Drawings:
These drawings Indicate the genera scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electr'cc systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
he
execution and completion of the work.
Revisions:
Issue Date
Drawn By
Checked By
07/06/12
AMI JBA
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Scope Drawings:
These drawings Indicate the genera scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electr'cc systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
he
execution and completion of the work.
Revisions:
Issue Date
Drawn By
Checked By
07/06/12
AMI JBA
JEROL=A201==
Drawing Title:
Certified By:
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� STATE OF
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Drawing Number:
Project Number:
11140