HomeMy WebLinkAbout22STAIR WALL
11 SECTION
A415 SCALE: 1/2" = 1'-0"
07 92 OO.B
05 51 OO.A
STRINGER /WALL
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4" MAX.,
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LANDING
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SCALE: 1" = 1'-0"
LANDING
VARIES
05 51 OO.A
FINISH FL00
FINISH FLOOR
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rio STAIR #2 PLAN
A415 JSCALE: 1/4" = 1'-0"
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ENLARGED FIRST FLOOR
(**'-9STAIR #2 PLAN
A415 J SCALE: 1/4" = 1'-0"
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STAIR SECTION
SCALE: 1/4" = 1'-0"
GENERAL ELEVATOR NOTES:
1. CONTRACTOR TO COORDINATE THE SIZE OF THE REQUIRED CONSTRUCTION
ELEVATOR DOOR OPENING WITH THE MANUFACTURER OF THE ELEVATOR
BEING SUPPLIED.
2. THE CONCRETE MASONRY SHAFT REQUIRES CONTINUOUS SPECIAL INSPECTION
BY THE OWNER'S INDEPENDENT TESTING COMPANY DURING ERECTION IN
ACCORDANCE WITH THE UNIFORM BUILDING CODE. CONTRACTOR TO COORDINATE
AND ARRANGE FOR THE SPECIAL INSPECTIONS WHENEVER MASONRY WORK ON
THE SHAFT IS IN PROGRESS.
3. CONTRACTOR SHALL COORDINATE, SUPPLY AND INSTALL ALL MISCELLANEOUS
METAL INSERTS AND SLEEVES REQUIRED BY THE ELEVATOR MANUFACTURER.
COORDINATE LOCATIONS AND GROUT BLOCK CORES SOLID IN SHAFT MASONRY
AT POINTS OF ELEVATOR EQUIPMENT CONNECTION TO SHAFT.
4. CONTRACTOR SHALL GROUT ALL DOOR SILLS, HOISTWAY FRAMES, HYDRAULIC
JACK AND SIGANL FIXTURES.
5. CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE
PIT LADDER, PIT LIGHT AND LIGHT SWITCH, WEATHERPROOF PIT MAINTENANCE
RECEPTICAL, HALL LANTERNS, CALL STATIONS, CONTROL CONDUITS,
DISCONNECTS, POINTS OF POWER CONNECTION, TELEPHONE LINES, SMOKE
DETECTORS AND FINAL POWER AND COMMUNICATIONS CONNECTIONS WITH
THE REQUIREMENTS OF THE ELEVATOR MANUFACTURER. COORDINATE THE
COMMUNICATIONS LINE INSTALLATION WITH THE OWNER.
6. SEE STRUCTURAL DETAILS REGARDING THE LAYOUT OF THE CONCRETE BLOCK
CORES IN PLAN SO AS TO FACILITATE THE INSTALLATION OF THE REQUIRED
VERTICAL REINFORCING.
7. ELEVATOR TO BE HOLELESS TYPE ELEVATOR.
8. CMU ELEVATOR SHAFT TO BE 2 -HOUR RATED FULL HEIGHT. SEAL AROUND
ALL PENETRATIONS & PROVIDE FIRE SAFING ALONG ALL JOINTS AS REQUIRED &
IN COMPLIANCE WITH APPROVED UL ASSEMBLIES & UL DETAILS.
14 24 OO.0 - 9%*
--- 03 30 OO.G
07 92 OO.B
(BOTH SIDES) j
--•! 03 30 00.E
VERIFY TENANTS
FINISH SHAFT
04 20 OO.A
HOISTWAY DOOR
JAMB DETAIL
A415 SCALE: 1" = 1'-0"
95
VERIFY TENANT
FINISH
ARING
ARIES
SEE
NOTES
ENLARGED SECOND FLOOR
�STAIR #1 /ELEVATOR PLAN
SCALE: 1/4' = 1'-0"
t 20 OO.0
DOOR OPENING SHEET
METAL CLOSURE BY
ELEV. MANUF.
04 20 OO.0
CUT DOWN
14 24 OO.0
HOISTWAY DOOR
6 HEAD DETAIL
A415 SCALE: 1"
07 92 OO.A 14 24 OO.0
03 30 OO.G
14 24 00.13
05 50 OO.0
° (4"x4"x%" ANGLE)
05 12 OO.A
12 OO.A
84 13.A
2000•C SECOND FLOOR
5 SILL DETAIL
A415 SCALE: 1" = 1'-0"
07 92 OO.A
14 24 00 C
03 30 .00A 14 24 Id I B
31 20 00.8
CAST -IN-PLACE CONCRETE -
FOUNDATION WALL SEE STRUCT.
07 14 16.A
(FULL PERIMETER)
FIRST FLOOR
(*'-4SILL DETAIL
A415 SCALE: 1" = 1'-0"
05 50 0C
(4"x4"x ANGLE)
ENLARGED FIRST FLOOR
r2"NSTAIR #1 /ELEVATOR PLAN
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SCALE: 1/411 = 1'-0"
ELEVATOR SHAFT VENT,
REFER TO MECHANICAL
07 54 23.A
07 54 23.B
05 31 OO.A
07 84 46.A
to
A410 t
GROUT SOLID FOR
ELEVATOR RAIL
VERIFY TENANT FINISH lk ft go ATTACHMENT,
COORDINATE WITH
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03 30 00 G oe14 24 OO.A
ot SECOND FLOOR
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05 12 OO.A
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04 20 OO.0
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GROUT SOLID FOR
44 ELEVATOR RAIL
ATTACHMENT, COORDIN
WITH ELEVATOR SUPPLIER
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VERIFY TENANT FINISH 40'�
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03 30 OO.A 40,
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-2'-0" A.F.F.
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06 10 OO.A
05 12 OOA
(HOIST BEAM)
ROOF DECK BEARING
SEE STRUCTURAL
04 20 OO.A
ELEVATOR SECTION_
SCALE: 1/4" = 1'-0"
07 13 26.A
WATERSTOP
03 30 OO.B
KEYNOTES
DIVISION 1 - GENERAL REQUIREMENTS
01 10 00 THESE GENERAL NOTES ARF 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 CONCRETE SLAB _(ON VAPOR BARRIER).
03 30 00.6 CONCRETE FOOTING.
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 00.17 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 OOA 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 UN[I
04 20 00.E CELL VENTS WEEP H B 0 16 O.C.
04 20 OO.F HORIZONTAL
LY. LYHOATWT HDIRECTLLYY TnOEMETTAL STUDS. �D 16" O.C.
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 OOA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 00.8 STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 ODA STEEL ,)ECKING. REFERENCE STRUC1� RAL DRAWINGS.
05 40 40 00 B 6"51116 GAS EEL STUDS STUDS 116 0 C., O.C.
BBRAACINGG AS REQ'REQ-0.
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 OO.F CONT. BOX BEAM.
05 40 OO.G BOX BEAM 0 WINDOW.
05 50 OOA VERUCAL LADDER W 1[2'x2 112" FLAT BAR RAILS 18' APART W/
3/4-0 NON -SUP R N AT tie 0.. AT LEAST 7 CLEAR FROM
5�E �YALL ANCHOR WITH 1/2 x2 1 2" L -SHAPED FALT BAR AT
5 -0 O.C. MAXIMUM.
H
05 50 00.8 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 TAU.- 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 CANE 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 OOA STEEL FRAMED STAIR W CONC. Fl R METAL PAN TREAD do RISER
ANCHORED TO PLATE INGER W%'�L BRACKETS AND CONC.
FILLED PLATFORM SUPPORTED BY 'L' FRAMING MEMBER ANCHORED
TO ST131NGERS.
4
05 51 OO.B 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 00.8 WOOD BLOCKING/NAILER.
06 10 OO.0 WOOD SHIM.
06 10 OO.D FIRE AND PRESERVATIVE TREATED 1/2" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.E FIREAND PRESERVATIVE TREATED 3/4" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1 FIRE TREATED PLYWOOD.
06 16 43A 5 8' EXTERIOR GYPSUM BQARD SHEATHING.
06 40 OOA C LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS.
06 40 00-C 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 SILF ADHERING SHEET WATERPROOFING.
07 21 OOA 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 AR -110..3 FOOIIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IMPALING CUPS.
07 21 OO.F 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 13.8 MOUNTING CLIP
07 42 13.0 AIR INFILTRATION BARRIER.
07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYSTEM
07 54 232 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.E COUNTER FLASHING.
07 62 OOA METAL FLASHING.
07 62 00.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 OO.0 PREMANUFACTURED AND PREFINISHED 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 DOT MILL FINISHED METAL DRAIN BAR.
07 62 OO.G PREMANUFACTURED AND PREFINISHED 7'x7" METAL GUTTER.
07 62 OO.H PREMANUFACTURED AND PREFINISHED 6"x6' METAL DOWNSPOUT.
07 72 ODA ROOF HATCH.
07 84 13A PERIMETER FIRE�ISTIVE JOINT SYSTEM.
07 84 46A RATED FIRESAFING FIRESTOP SYSTEM AT JOINT OR PENETRATION.
07 92 ODA 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 00.8 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 OOA ALUMINUM STOREFRONT.
08 41 OO.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
08 44 OO.B CURTAINWALL ANCHORAGE AND ATTACHMENT MEMBER. ALLOW FOR
THERMAL EXPANSION AND CONTRACTION,
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 Su.L FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 00 G 2II SVLATED 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 OOA ALUMINUM THRESHOLD
08 71 00.B SEALANT BED
08 80 OOA 1 4 CLEAR TEMPERED GLASS.
08 80 00.8 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
DIVISION 9 - FINISHES
09 21 OOA 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 2 1/2 x 25 GA METAL STUDS 9 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 OO.F Ill STUD KICKERS AS REQUIRED.
09 21 OO.G J MOLD EDGE TRIM.
09 21 OO.H 18 EXTERIOR GYPSUM SOFFIT BOARD.
09 21 00.1 3_ WIDE CONTINUOUS SOFFIT VENT. C,4.EAR ANODIZED FINISH.
09 21 16A 4; x 25 GA. CH METAL STUDS 0 16 O.C.
09 21 16.B 1 SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
09 21 16.D 14THGYPSUM PANEL
09 21 16.E 3 ERMARBER 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 ODA HYDRAULIC PASSENGER ELEVATOR.
14 24 00.8 ELEVATOR SILL
14 24 OO.0 ELEVATOR DOOR AND FRAME.
14 24 OO.D DRY SAND.
14 24 00.E STEEL CASING.
14 24 OOS 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 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 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:
Issue Date
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07/06/12
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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 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:
Issue Date
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Checked By
07/06/12
DCH
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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 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:
Issue Date
Drawn By
Checked By
07/06/12
DCH
JER
Certified By:
�,�uunuo°ui
No.
AR00910036 BE
STATE OF 19
40
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Drawing Number:
0L=A415
Project Number.
11140