HomeMy WebLinkAbout15OIL T/0 PARAPET
37'-2" A.F.F.
07 24 1;
PAINTED STEEL LINT
OIL 8/0 LINTEL
27'-0" A.F.F.
FUTURE WALL
MOUNTED SIGNAGE.
PROVIDE BLOCKING AS
REQUIRED
ot SECOND FLOOR
18'-0" A.F.F.
04 20 01
04 73 01
AWNING BEYO
(SEE SUPPLIER SPEC
WALL MOUNTED SCON
04 20 OO.N W/ REVEAL COURT
04 73 01
ot FIRST FLOOR
0'-0" A.F.F.
3 4 5 6 7
I
h T/0 PARAPET
37'-2" A.F.F.
PAINTED S7
,, B/0 LINTEL
27'-0" A.F.F.
FUTUR
MOUNTED S
PROVIDE BLOCM
RE
T/0 PARAPET
16'-0" A.F.F.
AWNING SYSTEM BY
PER TENANT'S REC
EAST ELEVATION
SCALE: 1/8" = 1'-0"
C B.9
-1 NORTH ELEVATION
A301 SCALE: 1/8" = 1'-0"
vu -r i vv.n
T/0 PARAPET
32'-8" A.F.F.
T/0 PARAPET
16'-0" A.F.F.
FIRST FLOOR
0'-0" A.F.F.
T/0 SCREEN WALL
37'-8" A.F.F.
T 0 PARAPET
32'-8" A.F.F.
EDGE OF SCUPPER 0
DRAIN OPENING
30'-0" A.F.F.
BOX
AUT
SECOND FLOOR
18'-0" A.F.F.
N
=EL DOOR
W/ REVEAL COURSES
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 ODA CONCRETESLAB .(ON VAPOR BARRIER).
03 30 00.8 CONCRETE FOOThN�G
03 30 OO.0 CONCRETE ELEVATED CONCRETE SLAB.
03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 Ol 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 ODA 8x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.B REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UNTQ
04 20 00.E CELL VENTS WEEP H�LES 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 00 Q 1 1/2 EXTRUDED INSULATION
04 20 OO.R HORIZONTAL REINFORCING.
04 73 ODA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 OOA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 ODA STEEL PECKING. REFERENCE STRUCTURAL DRAWINGS.
05 40 ODA 3, 5 8 16 GA STEEL STUDS Q 16 O.C. CROSS BRACING AS REQ'D.
05 40 OO.B 6 6 GA STEEL STUDS 0 16 O.C., CRdSS BRACING AS REQ D.
05 40 OO.0 1§ GA. CUP ANGLE.
05 40 OO.D 6" 16 GA. STEEL RUNNER CHANNEL.
05 40 00.E 8 16 GA. STEEL RUNNER CHANNEL.
05 40 DOT CONT. BOX BEAM.
05 40 OO.G BOX BEAM 0 WIND
.
05 50 ODA73RVICANLON-SUP
LADDER W 1[2'x2 112" FLAT BAR RAILS 18" APART W/
R NGS AT tit 0.. AT LEAST 7 CLEAR FROM
_�VALL ANCHOR WfTH 1/2 x2 1�2" L -SHAPED FALT BAR AT
05 50 00.8 PIPE BOLLARD. 6" DA. 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 TALI, 12 GA PYRAMIDAL STEEL CAP TO BE SHOT BLAST GALVANIZED;
COLOR 10 MATCH GATE.
05 50 OO.F 12 L. STEEL SLEEVE IN 12' DIA CONCRETE FOR CANE BOLT.
05 50 OO.G SIE,4 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' DW. STEEL BOLLARD.
05 51 OO.A STEEL FRAMED STAIR WL CONIC. FlQ METAL PAN TREAD &RISER
ANCHORED TO PLATES INGER W L BRACKETS AND CONC.
FILLED PLATFORM SUPPORTED BY 'L' FRAMING MEMBER ANCHORED
05 51 00.13 1 1[4' I.D. PIPE RAILING.
05 51 OO.0 STEEEL 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 Ol WOOD SHIM.
06 10 OO.D FIRE AND PRESERVATIVE TREATED 1/ ' EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.E Fl7,E AND PRESERVATIVE TREATED 3 4 EXTERIOR GRADE PLYWOOD SHEATHING.
.FFl
06 10 OORE TREATED PLYWOOD.
O6 16 43A 5 8' EXTERIOR GYPSUM BOARD SHEATHING.
06 40 OOA C LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 OO.B POLISHED METAL ROD AND ROD SUPPORTS.
O6 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 OOA MEMBRANE WATERPROOFING.
07 13 OO.B DRAINAGE MAT.
07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A SELF ADHERING SHEET WATERPROOFING.
07 21 ODA 2 EXTRUDED POLYSTYRENE INSULATION.
07 21 00.8 6 MIL POLYETHYLENE VAPOR BARRIER.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 OO.D R-10.3 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
ATTACHMENT CUPS.
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IMPALING CUPS.
07 21 001 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 24 133 STAINLESS STEEL METAL FLASHING
07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM,
07 42 13A PREFlNISHED STANDING SEAM METAL ROOF PANEL
07 42 13.B MOUNTING CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 ODA FIBER CEMENT SIDING
07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYST.EM
07 54 233 R-19 POLYISOCYANURATE ROOF INSULATION
07 54 23.0 BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
07 54 23.D LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 23.F COUNTER FLASHING.
07 62 OOA METAL FLASHING.
07 62 00.8 FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 OO.0 PREMANUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOU) 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 BAR.
07 62 OO.G PREMANUFACTURED AND PREFlNISHED 7'x7" METAL GUTTER.
07 62 OO.H PREMANUFACTURED AND PREFlNISHED 6'x6' METAL DOWNSPOUT.
07 72 ODA ROOF HATCH.
07 84 13A PERIMETER FIRERUISTIVE JOINT SYSTEM.
07 84 46A RATED FIRESAFING FlRESTOP SYSTEM AT JOINT OR PENETRATION.
07 92 ODA SEALANT WITH BACKER ROD.
07 92 00.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 OO.B 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.B ALUMINUM THRESHOLD.
08 41 OO.0 EXTRUDED ALUMINUM SILL
08 41 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
08 41 OO.F 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 OOA ALUMINUM CURTAINWALL
OB 44 00.8 THERMAL EXPANNSION MIND CONTRACTION.
08
MEMBER. ALLOW FOR
08 44 OO.0 EXTRUDED ALUMINUM SILL
08 44 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL
08 44 00.E SHIMS BY CURTAINWALL SUPPLIER.
08 44 OOT SA FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 INSULATED METAL PANEL FINISHED TO MATCH CURTAINWALL.
08 44 OO.H 2"1//4 DEEP VERTICAL SNAP COVER TO MATCH CURTAINWALL
08 44 00.1 1 x 1' ALUMINUM TUBE TO MATCH CURTAINWALL.
08 71 ODA ALUMINUM THRESHOLD
08 71 00.B SQW BED
08 80 OOA 114 CLEAR TEMPERED GLASS.
08 80 00.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
DIVISION 9 - FINISHES
09 21ODA 5/8' GYPSUM WALL BOARD.
09 21 OO.B 3 5/8" x 25 GA METAL STUDS 0 16' O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 2"1/2 x 25 GA METAL STUDS 4 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 00.E SOUND ATTENUATION BLANKETS.
09 21 DOT M.Vk STUD KICKERS AS REQUIRED.
09 21 00 G J MOLD EDGE TRIM.
09 21 OO.H 18 EXTERIOR GYPSUM SOFFIT BOARD.
09 21 00.1 s WIDE CONTINUOUS SOFFIT VENT. CLEAR ANODIZED FINISH.
09 21 16A 4' x 25 GA. CH METAL STUDS 0 16 O.C.
09 21 163 1' SHAFT UNER PANEL
09 21 16.0Q RUNNER TRACK
09 21 16.D 3 4 GYPSUM PANEL
09 21 16.E THERMAFlBER SAFB
09 50 OOA ACOUSTICAL PANEL CEILING SYSTEM.
09 65 OOA RESILIENT WALL BASE.
09 91 OOA PAINTED FINISH.
DIVISION 10 - SPECIALTIES
NOT USED.
DIVISION 14 - VERTICAL TRANSPORTATION
14 24 OOA HYDRAULIC PASSENGER ELEVATOR.
14 24 00.B ELEVATOR SILL
14 24 OO.0 ELEVATOR DOOR AND FRAME.
14 24 OO.D DRY SAND.
14 24 00.E STEEL CASING.
14 24 OOT 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 00.8 DRAINAGE FILL
31 20 Ol COMPACTED EARTH.
DIVISION 32 - EXTERIOR IMPROVEMENTS
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 dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drowings do not necessarily Ind:ccte 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 far the
proper execution and completion of the work.
Revisions:
Drawn By
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Scope Drawings:
These drawings indicate the general 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 electrical systems.
The drowings do not necessarily Ind:ccte 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 far the
proper execution and completion of the work.
Revisions:
Drawn By
Checked By
Issue
AMI JBA
JER11
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Scope Drawings:
These drawings indicate the general 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 electrical systems.
The drowings do not necessarily Ind:ccte 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 far the
proper execution and completion of the work.
Revisions:
Date
11
Drawn By
Checked By
Issue
AMI JBA
JER11
Date
11
Drawn By
Checked By
07/06/12
AMI JBA
JER11
Drawing Title:
Certified By:
`"��A1g11111111111 qq j�y�'�
0§1
Q�
No. �
L
AR00910036
STATE OF
0L=A301
Drawing Number:
Project Number.
11140
1 1.2 J-