HomeMy WebLinkAbout16OIL T 0 PARAPET
32'-8" A.F.F.
OIL T/0 PARAPET
31'-1 1/2" A.F.F.
OIL B/0 LINTEL
27'-0" A.F.F.
ot SECOND FLOOR
18'-0" A.F.F.
WALL BEYOND
AWNING BEYOND
ot FIRST FLOOR
0'-0" A.F.F.
7 6 5 4 3 2 1.2 1
WEST ELEVATION
A302 J SCALE: 1/8" = 1'-0"
� g C D
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
T/0 PARAPET
37'-2" A.F.F.
T 0 PARAPET
34'-8" A.F.F.
1, 20 OO.P DOUBLE
4LL BEYOND
� 20 00.1
� 20 OO.N
3 44 OO.A
t 20 OO.M
\INTED STEEL ROD SUPPORT
CANOPY
t 20 OO.N W/ REVEAL COURSES
t 73 OO,A
T/0 PARAPET
37'-2" A.F.F.
3.A
STEEL LINTEL
B/0 LINTEL i.,
27'-0" A.F.F.
NALL
SIGNAGE.
BLOCKING AS
I
O.N
3EYOND
UNTED
FIRST FLOOR
0'-0" A.F.F,
KEYNOTES
DIVISION 1 - GENERAL REQUIREMENTS
01 10 00 THESE GENERAL NOTES ARIr ORGANIZED BASE UPON THE CONSTRUCTION
SPECIFICATIONS INSTITUTES 33 DIVISION FORMAT. THE ORGANIZATION
OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH
THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
DIVISION 2 - EXISTING CONDITIONS
NOT USED.
DIVISION 3 - CONCRETE
03 30 OO.A CONCRETE SLAB _(ON VAPOR BARRIER).
03 30 00.B CONCRETE FOOTI�N�G
03 30 OO.0 CONCRETE ELEVATED CONCRETE SLAB.
03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.F CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.H ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
03 30 00.1 WATERSTOP.
03 30 OO.J CONCRETE FILL
DIVISION 4 - MASONRY
04 20 OO.A 8x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 00.8 REINFORCED Sx8x16 CMU BOND BEAM.
04 20 OO.0 IOx8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT,
04 20 00.0 CALCIUM SILICATE MASONRY UNIT
04 20 00.E CELL VENTS WEEP HOLES 0 16 O.C.
04 20 OO.F FLEXIBLE ANCHOR W TRIANGULAR TIES 0 16' O.C. AND 16' O.C.
HORIZONTALLY. ATT H DIRECTLY TO METAL STUDS.
04 20 OO.G MORTAR NET.
04 20 OO.H GROUT CORE SOLID.
04 20 00.1 BRICK HEADER COURSE.
04 20 OO.J STAINLESS STEEL METAL FLASHING.
04 20 OO.K BULLNOSE UNIT.
04 20 001 BOND BEAM MASONRY LINTEL - SEE STRUCTURAL
04 20 OO.M LIMESTONE WINDOW / DOOR HEAD AND SILL
04 20 OO.N FACE BRICK.
04 20 00.0 TERMINATION BAR
04 20 OO.P BRICK SOLDIER COURSE
04 20 OO.Q 1 1/2' EXTRUDED INSULATION
04 20 OO.R HORIZONTAL REINFORCING.
04 73 ODA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 OO.A STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 OO.A STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 ODA STEED ,PECKING. REFERENCE STRUCI�IRAL DRAWINGS.
05 40 OOA 3�51f8 16 GA. STEEL STUDS 4 16 D.C. CROSS BRACING AS REQ'D.
05 40 OO.B 6 6 GA. STEEL STUDS 0 16 O.C., CRASS BRACING AS REQ D.
05 40 OO.0 1§ GA. CUP ANGLE
05 40 00.E S' 16 GGA. STEEL RUNNER CHANNEL
05 40 OO.F CONT. BOX BEAM.
05 40 OO.G BOX BEAM 0 WINDO .
05 50 OO.ATE
CAL LADDER W 1[2'x2 112' FLAT BAR RAILS 18' APART W/
0 NONSLIP R NG AT 1�2 0.. AT LEAST 7 CLEAR FROM
,WALL ANCHOR WITH 1/2 x2 1�2' L -SHAPED FALT BAR AT
5 -0 O.C. MAXIMUM.
05 50 OO.B PIPE BOLLARD. 6 DIA HEAVY GAUGE STEEL PIPE.
05 50 OO.0 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS.
05 50 OO.D STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS.
05 50 00.E 2 TALL, 12 GA PYRAMIDAL STEEL CAP TO BE SHOT BLAST GALVANIZED;
COLOR TO MATCH GATE.
05 50 OO.F 12 L. STEEL SLEEVE IN 12' DIA CONCRETE FOR CINE BOLT.
05 50 OO.G SIE4 BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
05 50 OO.H 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6' DIA STEEL BOLLARD.
05 51 00A STEEL FRAMED STAIR BTR CONIC. Fl Q METAL PAN TREAD do RISER
STRINGER
ANCHORED TO PLATE W%'L BRACKETS AND CONC.
FILLED PLATFORM SUPPORTED BY 'L' FRAMING MEMBER ANCHORED
TO STT�INGERS.4
05 51 00.13 1 1/4 I.D. PIPE RAILING.
05 51 OO.0 STEL VERTICAL PICKET.
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
06 10 ODA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 OO.B WOOD BLOCKING/NAILER.
06 10 OO.0 WOOD SHIM.
06 10 OO.D FIRE AND PRESERVATIVE TREATED 1/ EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.E F17& AND PRESERVATIVE TREATED 3 4 EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1 2, FIRE TREATED PLYWOOD.
06 16 43A f8 EXTERIOR GYPSUM BOARD SHEATHING,
06 40 ODA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 OO.B POLISHED METAL ROD AND ROD SUPPORTS.
06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH
06 40 OO.D PC LAMINATE COUNTER TOP.
06 61 OOA 3 4 THICK SOLID SURFACE WINDOW SILL.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 13 ODA MEMBRANE WATERPROOFING.
07 13 OO.B DRAINAGE MAT.
07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A SFLF ADHERING SHEET WATERPROOFING.
07 21 ODA 2 EXTRUDED POLYSTYRENE INSULATION.
07 21 OO.B 6 MIL POLYETHYLENE VAPOR BARRIER.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 OO.D-110.HMENOIIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2GIL FOFACED SEMI-RIGID MINERAL FIBER INSULATION W/
IRPAS.
07 21 OOT 3 EXTRUDED POLYSTYRENE INSULATION.
07 21 OO.G R-8 FACED SEMI-RIGID INSULATION WITH ATTACHMENT CUPS
07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION.
07 24 13A EXTERIOR INSULATION FINISH SYSTEM.
07 24 13.8 STAINLESS STEEL METAL FLASHING
07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
07 42 13A PREFINISHED STANDING SEAM METAL ROOF PANEL
07 42 133 MOUNTING CLIP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 OO.A FIBER CEMENT SIDING
07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYST.EM
07 54 23.B R-19 POLYISOCYANURATE ROOF INSULATION
07 54 23.0 BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
07 54 23.1) LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 231 COUNTER FLASHING.
07 62 OO.A METAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 OO.0 PREMANUFACTURED AND PREANISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
07 62 OO.D PREMANUFACTURED AND PREFlNISHED METAL COPING WITH
PREFABRICATED ANCHOR PLATE.
07 62 00.E STAINLESS STEEL FLASHING.
07 62 OO.F MILL FINISHED METAL DRAIN EAR.
07 62 OO.G PREMANUFACTURED AND PREMNISHED 7;x7; METAL GUTTER.
07 62 OO.H PREMANUFACTURED AND PREFNISHED 6 x6 METAL DOWNSPOUT.
07 72 OO.A ROOF HATCH.
07 84 13A PERIMETER FIRERUISTIVE JOINT SYSTEM.
07 84 46A RATED FIRESAFING FIRE4TOP SYSTEM AT JOINT OR PENETRATION.
07 92 OO.A SEALANT WITH BACKER ROD.
07 92 OO.B SEALANT JOINT.
07 92 OO.0 WATER CUT OFF MASTIC.
DIVISION 8 - DOORS AND WINDOWS
08 11 ODA HOLLOW METAL DOOR FRAME, PAINT - REF. DOOR SCHEDULE.
08 11 00.13 HOLLOW METAL DOOR FRAME, THERMALLY BROKEN, PAINT -
REF. DOOR SCHEDULE.
08 11 OO.0 GROUT SOLID BY DOOR INSTALLER.
08 11 OO.D ALUMINUM DRIP EDGE.
08 11 00.E JAMB ANCHOR
08 41 ODA ALUMINUM STOREFRONT.
08 41 00.8 ALUMINUM THRESHOLD.
08 41 OO.0 EXTRUDED ALUMINUM SIU.-
08
ILL08 41 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
08 41 001 SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 OO.H SEALANT BED
08 44 OO.A ALUMINUM CURTAINWALL
08 44 00.8 CURTAINWALL
EXPANSION MID CONTRACTION.
08
MEMBER. ALLOW FOR
O8 44 OO.0 EXTRUDED ALUMINUM SILL
08 44 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL
08 44 OO.E SHIMS BY CURTAINWALL SUPPLIER.
08 44 OO.F SuL FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 INSPLATED METAL PANEL FINISHED TO MATCH CURTAINWALL
08 44 OO.H 21//4 DEEP VERTICAL SNAP COVER TO MATCH CURTAINWALL.
08 44 00.1 1 x 1' ALUMINUM TUBE TO MATCH CURTAINWALL
08 71 OO.A ALUMINUM THRESHOLD
08 71 00.9 SEAW BED
08 80 ODA 114- CLEAR TEMPERED GLASS.
08 80 00.13 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
DIVISION 9 - FINISHES
09 21 ODA 5/8' GYPSUM WALL BOARD.
09 21 00.8 3 5/8 x 25 GA METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 21/2' x 25 GA METAL STUDS Q 16' O.C. UNLESS NOTED OTHERWISE.
09 21 OO.D 6 x 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 OO.E SOUND ATTENUATION BLANKETS.
09 21 OO.F MVV STUD KICKERS AS REQUIRED.
09 21 OO.G J MOLD EDGE TRIM.
09 21 OO.H 518 EXTERIOR GYPSUM SOFFIT BOARD.
09 21 00.1 Y WIDE CONTINUOUS SOFFIT VENT. PWAR ANODIZED FINISH.
09 21 16A 4' x 25 GA CH METAL STUDS 0 16 D.C.
09 21 16.6 1' SHAFT LINER PANEL
09 21 16.0 STJJQ RUNNER TRACK
09 21 16.1) 314 GYPSUM PANEL
09 21 16.E Y THERMAFIBER SAFB
09 50 OO.A ACOUSTICAL PANEL CEILING SYSTEM.
09 65 ODA RESILIENT WALL BASE.
09 91 ODA PAINTED FINISH.
DIVISION 10 - SPECIALTIES
NOT USED.
DIVISION 14 - VERTICAL TRANSPORTATION
14 24 ODA HYDRAULIC PASSENGER ELEVATOR.
14 24 OO.B ELEVATOR SILL
14 24 OO.0 ELEVATOR DOOR AND FRAME.
14 24 OO.D DRY SAND.
14 24 OO.E STEEL CASING.
14 24 OO.F SCHEDULE 40 PVC SLEEVE.
14 24 OO.G UNIONGUARD FLUID OR APPROVED EQUAL
14 24 OO.H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 - EARTHWORK
31 20 ODA FINISH GRADE.
31 20 OO.B DRAINAGE ALL
31 20 OO.0 COMPACTED EARTH.
DIVISION 32 - EXTERIOR IMPROVEMENT'S
32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 ODA DRAINAGE TILE.
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dmensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical 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
proper execution and completion of the work.
Revisions:
LM
o�
Issue
AMI JBA
JERR
zU
a
o
o
P-4
rz
W
�
~
b �
U
C8
C
r�
O
�
�
m
oU
U 000 a-
U Q
W_
E"'
I
0
O
ap
-
a
00
U�
LM
�MQ
i
rrr..Mnnn
00 U
,A
N
W O
O
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dmensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical 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
proper execution and completion of the work.
Revisions:
LM
Checked By
Issue
AMI JBA
JERR
fa
C
Cil
O
�
�
�
O
-
a
LM
W
i
,A
N
U
L
Will
TM
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dmensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical 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
proper execution and completion of the work.
Revisions:
Date
Certified By:
TUSAO
No.
AR00910036F1
Drawn By
Checked By
Issue
AMI JBA
JERR
Date
Certified By:
TUSAO
No.
AR00910036F1
Drawn By
Checked By
07/06/12
AMI JBA
JERR
Drawing Number:
Project Number.
11140