HomeMy WebLinkAbout17'Snom million- -� - �% KEYNOTES
CL CL I
TOP OF PARAPET BLOCKING 5CL I TOP OF PARAPET BLOCKING DIVISION 1 - GENERAL REQUIREMENTS
TOP OF PARAPET BLOCKING ,� 5 +32'-6 1 2" A.F.F. 01 10 00 THESE GENERAL NOTES ARF ORGANIZES BASE UPON THE CONSTRUCTION
+32 -6 1 2 A.F.F. / SPECIFICATIONS INSTITUTES 33 DM5510N FORMAT. THE ORGANIZATION
+32'-6 1/2" A.F.F. A410 " / A410 III I OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH
07 62 OO.D "
l THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
06 10 OO.A III DIVISION 2 - EXISTING CONDITIONS
NOT USED.
06 10 00.E DIVISION 3 - CONCRETE
TOP OF BLOCKING 6 03 30 OOA CONCRETE SLAB (ON VAPOR BARRIER).
06 10 OO.A 6 03 30 OO.B CONCRETE FOOTING.
PER ELEVATIONSA410 1 03 30 OO.0 CONCRETE ELEVATED CONCRETE SLAB
A410 03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
07 54 23.A I I I 03 30 00.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
I 03 30 Ol CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
07 54 23.6 08 44 OO.A
11 1 111 I 03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
I1 1 03 30 OO.H ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
ROOF DECK BEARING P.
ROOF DECK BEARING ROOF DECK BEARING 03 30 OOJ CONCRE E FILL
SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL DIVISION 4 - MASONRY
J04 20 ODA 8xi NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
05 31 OO.A J 04 20 00.B REINFORCED 8x8x16 CMU BOND BEAM.
- 04 20 OO.D 1CAALLCIUM NOMINAL
SNM SONRONRRYW UNf�j� CONCRETE MASONRY UNIT.
05 12 OO.A 04 20 00.E CELL VENTS WEEP H9LES N 1L O,C.
04 20 OO.F HORIZONTALLY. ATWTAC TRIANGULAR
DIRECTLY TO MEOTAL STUDS. �D 16' O.C.
I 1 1 04 20 OO.G MORTAR NET.
07 21 OO.G I, 1 04 20 00.1 BRICK CORE
ER COURSE
1 A410 04 20 OO.J STAINLESS STEEL METAL FLASHING.
04 20 OO.K BULLNOSE UNIT.
05 40 OO.B I 05 21 OO.A 1 05 12 l 05 21 OO.A 1 05 12 OO.A 04 20 00.L BOND BEAM MASON LINTEL - SEE STRUCTURAL
11 , I ; '1 04 20 OO.M LIMESTONE WINDOW � DOOR HEAD AND SILL.
04 20 OO.N FACE BRICK.
09 21 OO.A I I 08 80 OO.A I I (, 04 20 00.0 BRICKTERMINATIONLD BAR
I 1 1 I 04 20 OO.P BRICK SOLDIER COURSE
07 21 OO.G - 04 20 01 1 �2 EXTRUDED INSULATION
BOTTOM OF LINTEL BRICK HEADER 04 20 01 HO ZONTAL REINFORCING.
+27-0 A.F.F. 04 73 00A MANUFACTURED STONE MASONRY
1 DIVISION 5 - METALS
II I
" 05 12 OOA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
08 44 OO.A
04 20 Ol � 05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 OOA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
" 1 05 31 ODA STEE PECKING. REFERENCE STRUCTPRAL DRAWINGS.
" 07 27 26.A 05 40 ODA 3° 5�8 16 GA. STEEL STUDS 9 16 O.C. CROSS BRACING AS REQ'D.
07 21 OO.G 06 16 43.A 05 40 00.B 6 6 GA. STEEL STUDS 0 16 O.C., CRdSS BRACING AS REQ'D.
08 80 OO.A 07 21 OO.F 05 40 00.0 J GA. CUP ANGLE.
05 40 00.6 05 40 01 6, 16 GA. STEEL RUNNER CHANNEL
09 21 OO.A 05 40 00 F CONT• BOX BEAM. RUNNER CHANNEL
04 20 OO.F 05 40 00.13 BOX BEAM 0 WINDpyy
05 50 ODATE
CAL LADDER WG 12'x2 1�2' FLAT BAR RAIDS 18' APART W/
4 NON -SUP R NGS AT V 0. , AT LEAST 7 CLEAR FROM
5 0 WALL
C. �MACXIMUM 1 /2 x2 1 �2 L -SHAPED FALT BAR AT
05 50 00.8 PIPE BOLLARD. 6 DIA. HEAVY GAUGE STEEL PIPE.
08 44 OO.A 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;
_
Hill COLOR TO1-1 MATCH GATE
05 50 00 F 12 L STEEL SLEEVE IN 12' DIA. CONCRETE FOR CANE BOLT.
05 40 00.13
09 21 OO.A
07 21 OO.G
03 30 Ol 07 84 13.A
I
05 31 OO.A
05 12 OO.A
09 21 OO.A
05 40 00.6 -
09 21 OO.A
05 40 00.8
05 40 OO.A
08 44 OO.A
08 80 00. B
08 44 OO.A
08 80 01
08 44 01
08 80 l
SECOND FLOOR l
+18'-0" A.F.F.
� 08 44 OO.A
""-08 80 OO.A
--- 07 21 1
1" DIAM. STAINLESS STEEL
SUPPORT RODS REFER TO
STRUCTURAL DWGS. FOR
CANOPY SUPPORT ANCHOR
TO WALL DETAIL
FIRST FLOOR ji
0'-0" A.F.F.
08 44 OO.A
03 30 OO.H
03 30 OO.A
Ir -03 30 OO.A
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_I1 I I -III 1� I I S ° i i I III III Ir
- III -III a III -III=
III III d =
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
LOBBY ENTRY/ STAIR
-2'-0"
07 54 23.A
07 54 23.8
06 10 00.8
SECOND FLOOR]
+18'-0" A.F.F.
1/2' D. REVEAL COURSE, TYP.
II 1
I
07 27 26.A
05 12 OO.A I
II 1
07 21 OO.F
II I
II I
BOTTOM OF CANOPY STEEL
� I � 1 � I � 04 20 OO.N
+10'-0 3/8" A.F.F. Y II
I I
I I _
1. I
II I
II I
II
II I
II I
II I
II I
•.1 1
I
III I 1/2" D. REVEAL COURSE, TYP.
I I
11 I
II I
II I
04 20 OO.F (TYP)
II I
II 1
I �
III I
II I -
II I
.1 1
I I
11 I
II 1
II I
06 16 43.A
05 40 OO.B 04 20 OO.D
II 1
09 21 OO.A
II I
II I
I I I
II 1
I
II I
11 1 I
04 20 00.0 (TYP)
03 30 Ol
04 20 00.13 (TYP)
03 30 OO.A 11 , 04 20 OO.J
FIRST FLOOR
d "
�_ 0'-0
d A.F.F.
O o i]
O O �po
° p 000 o 0u° o ° OoOo°00� ° oo$OOo o
° ° ` a Iii=
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-III-
1
\E1
d^
° .
-III II
III ° Ie d
° .. 1
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
07 84 13.A
03 30 OO.0
05 31 OO.A
06 16 43.A
05 40 003
09 21 OO.A
05 40 Ol
05 50 OO.G SIE
BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
4 05 50 OO.H 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6' DIA. STEEL BOLLARyDy.�
A410 05 51 ODA STEEL FRAMED STAIR SIR CONC. I:7ug METAL PAN TREAD & RISER
ANCHORED TO PLATE INGER W ° L BRACKETS AND CONC.
CHORED
DIVISION 8 -DOORS AND WINDOWS
IM OF LINTEL / MASONRY HEADER,`
ALUMINUM CURTAINWALL
FILLED PLATFORM SUPPORTED BY L FRAMING MEMBER AN
TO STgINGERS.
TOP OF MSRY. SILL
05 51 0 0.6
11/4 I.D. PIPE RAILING.
08 44 OO.0
05 51 Ol
STEEL VERTICAL PICKET.
+20'-7 1/4" A.F.F.
08 11 OO.0
GROUT SOLID BY DOOR INSTALLER.
1 41 OO.A
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
/
06 10 ODA
FIRE AND PRESE ATNF TREATED WOOD BLOCKING/NAILER.
WOOD BLOCKING/NAILER.
JAMB ANCHOR
06 10 OO.B
06 10 00-C
06 10 01
WOOD SHIM.
FIRE AND PRESERVATIVE TREATED 1/2; EXTERIOR GRADE PLYWOOD SHEATHING.
ALUMINUM STOREFRONT.
06 10 00.E
FIRE AND PRESERVATIVE TREATED 3/4 EXTERIOR GRADE PLYWOOD SHEATHING.
ALUMINUM THRESHOLD.
06 10 OO.F
1 2, FIRE TREATED PLYWOOD.
EXTRUDED ALUMINUM SILL
06 16 43A
558 EXTERIOR GYPSUM B9ARD SHEATHING.
ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
06 40 ODA
PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
SHIMS BY STOREFRONT SUPPLIER.
06 40 00.B
POLISHED METAL ROD D ROD SUPPORTS.
SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
06 40 OO.0
MELAMINE INTERIOR CASEWORK FINISH
ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
06 40 OO.D
PC LAMINATE COUNTER TOP.
SEALANT BED
06 61 ODA
3/4- THICK SOLID SURFACE WINDOW SILL.
518 DMIOR GYPSUM SOFFIT BOARD.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECOND FLOOR,
07 13 ODA
MEMBRANE WATERPROOFING.
09 21 16.8
07 13 00.6
DRAINAGE MAT.
+18'-O" A.F.F.
07 13 OO.0
HEAVY ALTER FABRIC.
09 21 16.E
07 13 26A
SVLF ADHERING SHEET WATERPROOFING.
06 16 43.A
07 21 ODA
07 21 00.6
2 EXTRUDED POLYSTYRENE INSULATION.
6 MIL POLYETHYLENE VAPOR BARRIER.
09 91 ODA
07 21 00.10
R-19 UNFACED GLASS FIBER BATT INSULATION.
04 20 OO.F
07 21 OO.D
R-10.3 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E
ATTACHMENT CUPS.
R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
HYDRAULIC PASSENGER ELEVATOR.
14 24 0
IMPALING CUPS.
07 27 26.A
07 21 OO.F
3 EXTRUDED POLYSTYRENE INSULATION.
DRY SAND.
07 21 OO.G
R-8 F6CED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS
14 24 OO.F
07 21 DOM
1 1/2 EXTRUDED POLYSTYRENE INSULATION.
FINISH SYSTEM.
07 21 OO.F
07 24 13A
EXTERIOR INSULATION
14 24 00.1
07 24 13.8
STAINLESS STEEL METAL FLASHING
04 20 l07
27 26A
07 42 13A
AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
PREFlNISHED STANDING SEAM METAL ROOF PANEL
DRAINAGE FILL
07 42 13.8
MOUNTING CUP
07 42 11C
AIR INFILTRATION BARRIER.
07 46 ODA
FIBER CEMENT SIDING
07 54 23A
MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYSTEM
07 54 23.8
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 23.F
COUNTER FLASHING.
07 62 ODA
METAL FLASHING.
07 62 00.8
FLASHING WITH STAINLESS STEEL CLAMP RING.
-
07 62 Ol
PREMANUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
07 62 OO.D
PREMANUFACTURED AND PREFINISHED METAL COPING WITH
-
PREFABRICATED ANCHOR PLATE.
07 62 00.E
STAINLESS STEEL FLASHING.
07 62 OOT
MILL FINISHED METAL DRAIN BAR.
04 73 OO.A
07 62 Ol
PREMANUFACTURED AND PRERNISHED 7'x7" METAL GUTTER.
07 62 DOM
PREMANUFACTURED AND PREFINISHED 6'x6° METAL DOWNSPOUT.
07 72 ODA
ROOF HATCH.
07 84 13A
PERIMETER FIRE IVE JOINT SYSTEM.
07 84 46A
RATED FIRESAFING F ESTOP SYSTEM AT JOINT OR PENETRATION.
07 92 ODA
SEALANT WITH KER ROD.
07 92 00.6
SEALANT JOINT.
07 92 Ol
WATER CUT OFF MASTIC.
DIVISION 8 -DOORS AND WINDOWS
IM OF LINTEL / MASONRY HEADER,`
ALUMINUM CURTAINWALL
08 44 00.8
"
+10'-0 3/8 A.F.F.
OS 11 OOA
08 11 00.6
HOLLOW METAL DOOR FRAME, PAINT -REF. DOOR SCHEDULE.
HOLLOW METAL DOOR FRAME, THERMALLY BROKEN, PAINT -
08 44 OO.0
EXTRUDED ALUMINUM SILL
REF. DOOR SCHEDULE.
ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL.
08 11 OO.0
GROUT SOLID BY DOOR INSTALLER.
1 41 OO.A
08 11 Ol
ALUMINUM DRIP EDGE.
2 IySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL.
08 11 00.E
JAMB ANCHOR
08 44 DOI
08 41 OOA
ALUMINUM STOREFRONT.
S UMINUMTHRESHOLD
08 41 00.8
ALUMINUM THRESHOLD.
08 80 OOA
08 41 OO.0
EXTRUDED ALUMINUM SILL
1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
08 41 O
ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
S 80 OO.B
08 41 00.EO.D
SHIMS BY STOREFRONT SUPPLIER.
09 21 OO.0
08 41 OO.F
SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
6 x 25 GA METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
08 41 001
ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
141 OO.A
08 41 OO.H
SEALANT BED
08 80 00.13
08 41 OO.A
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III III- °
-III-III � s III
EXTERIOR SECTION.
SCALE: 3/4" = 1'-0"
08 44 OOA
ALUMINUM CURTAINWALL
08 44 00.8
CURTAINWALLANCHORAGE
NCNRANENT MEMBER. ALLOW FOR
OTCTIO
z
THERMAL AND
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 OO.F
SQL FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 Ol
2 IySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL.
08 44 OO.H
2 1 4 DEEP VERTICAL SNAP COVER TO MATCH CURTAINWALL.
08 44 DOI
1° x 1' ALUMINUM TUBE TO MATCH CURTAINWALL
S UMINUMTHRESHOLD
0088 71 00 B
ALANTBED
08 80 OOA
1 4 CLEAR TEMPERED GLASS.
08 80 00.8
1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
DIVISION 9 - FINISHES
09 21 ODA
5/8' 9YPSUM WALL BOARD.
09 21 00.B
3 5/E)° x 25 GA METAL STUDS 0 16" O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0
21/2 x 25 GA. METAL STUDS 9 16' O.C. UNLESS NOTED OTHERWISE
09 21 Ol
6 x 25 GA METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 00.E
SOUND ATTENUATION BLANKETS.
09 21 OO.F
MVk STUD KICKERS AS REQUIRED.
09 21 Ol
J MOLD EDGE TRIM.
09 21 OO.H
518 DMIOR GYPSUM SOFFIT BOARD.
09 21 00.1
3, WIDE CONTINUOUS SOFFIT VENT. GEAR ANODIZED FINISH.
09 21 16A
4: x 25 GIA. CH METAL STUDS 0 16 O.C.
09 21 16.8
1 SHAFT LINER PANEL
09 21 16.0
ST1 Q RUNNER TRACK
09 21 16.1)
34 GYPSUM PANEL
09 21 16.E
3 THERMAFlBER SAFE)
09 50 ODA
ACOUSTICAL PANEL CEILING SYSTEM.
09 65 OOA
RESILIENT WALL BASE.
09 91 ODA
PAINTED FINISH.
FIRST FLOOR
0'-0" A.F.F. DIVISION 10 - SPECIALTIES
NOT USED.
DIVISION 14 - VERTICAL TRANSPORTATION
14 24 OOA
HYDRAULIC PASSENGER ELEVATOR.
14 24 0
ELEVATOR SILL
14 24 OO.0.8 C
ELEVATOR DOOR AND FRAME.
14 24 00.D
DRY SAND.
14 24 00.E
STEEL CASING.
14 24 OO.F
SCHEDULE 40 PVC SLEEVE.
14 24 Ol
UNIONGUARD FLUID OR APPROVED EQUAL
14 24 DOM
HYDRAULIC PLUNGER.
14 24 00.1
PLUNGER SUPPORT CHANNEL-
HANNELDMSION
DIVISION31 - EARTHWORK
31 20 OOA
FINISH GRADE.
31 20 00.6
DRAINAGE FILL
31 20 OO.0
COMPACTED EARTH.
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 OOA 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 drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On thebasis 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:
Issue Date
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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 drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On thebasis 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:
Issue Date
L
Checked By
07/06/12
AMI
JER
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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 drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On thebasis 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:
Issue Date
Drawn By
Checked By
07/06/12
AMI
JER
Drawing Title:
EXTERIOR
SECTIONS
Certified By:
�,sanmui�as,�y�
R. T '',���.���
No.
AR00910036
STATE OF
C
Drawing Number:
OL -A401
Project Number:
11140