HomeMy WebLinkAbout2107 62 l
04 20 OO.J
04 20 OO.K
04 20 Ol
04 20 OO.K
04 20 Ol
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ELEVATION
SCALE: 1/4" = 1'-0"
07 62 OO.D
06 10 OO.A
07 62 Ol
TOP OF MASONRY
+8'-0" A.F.F.
04 20 l
04 20 00.1
04 20 l
04 20 00.1
04 20 OO.N
FINISH FLOOR OIL
SEE CIVIL
FOR ELEVATION
+1'-11kia'
ELEVATION
SCALE: 1/4" = 1'-0"
07 92 l TOP OF MASONRY
+8'-0" A.F.F.
04 20 00.6 07 92 00.6
TOP OF BRICK REVEAL
+6'-2 5/8"
#5 0 48" O.C., GROUT
CORES SOLID
04 20 00 !, REINFORCEMENT LOCATIONS -
REFER ALSO STRUCTURAL
04 20 OO.N
04 20 E:Vli>_�TOP TOP OF BRICK REVEAL ot
04 20 OO.R +3'-6 5/8"
04 20 Ol
07 92 l 04 20 Ol
03 30 OOA J04 20 Ol
(6" SLAB) 04 20 00.E
04 20 OO.D (SOAP COURSE)
FINISH FLOOR OL
SEE CIVIL
FOR ELEVATION
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04 20 OO.0 - N
03 30 00.6 e
_ - (2) #4'S - REFER STRUCTURAL
5 WALL SECTION
A411 SCALE: 3/4" = V-101"
05 50 00.1
5 PVC VERTICAL 5
A411 PRIVACY SLATS A411
POST CAP
_
TOP OF MASONRY
itr +8'-0" A.F.F.
DOOR LATCH BOLT INTO GROUND --J
VERTICAL GATE SUPPORT PER
MANUFACTURER'S RECOMMENDATION
2 ELEVATION
SCALE: 1/4" = 1'-0"
3
/57"� A411
05 50 00.1A411
- - - - - - - - - - - - - - - - -
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05 50 00.1 kN
5 16, 3
A411 A411
OPPHD.
1 FLOOR PLAN
A411 SCALE: 1/4" = 1'-0"
05 50 00.1
FINISH FLOOR
SEE CIVIL
FOR ELEVATION
4" DIA. MAIN GATE POST SYSTEM
2" DIA. GATE FRAMING SYSTEM
05 50 00.1
5
A411
4
A411
05 50 00.1
KEYNOTES
DIVISION 1 - GENERAL REQUIREMENTS TES E
01 10 00 SPFESCIFICAATIONS INSTITUTE'S 333 ORGANIZED
FORBASE MAT THE
HE CONSTRUCTION
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 DOA CONCRETE SLAB _(ON VAPOR BARRIER).
03 30 OO.B CONCRETE FOOTING
03 30 00-C CONCRETE ELEVATED CONCRETE SLAB.
03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 OOS 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 00.8 REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UNIT
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 20 011 MORTAR NET.
04 20 OO.H GROUT CORE SOLID.
04 20 00.1 BRICK HEADER COURSE.
04 20 Ol 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 OOA FACE BRICK.
04 20 00.0 TERMINATION BAR
04 20 Ol BRICK SOLDIER COURSE
04 20 OO.Q 1 12 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 00.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 OOA STEED PECKING. REFERENCE STRUC`I JRAL DRAWINGS.
05 40 OOA 3"5 8 16 GA STEEL STUDS 4 16 O.C. CROSS BRACING AS, REQi
05 40 OO.B 6 6 GA. STEEL STUDS 0 16 O.C., CR6SS BRACING AS REQ D.
05 40 00-C 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 Ol BOX BEAM 0 WINDOi
05 50 OOATICAL
LADDER W1[2'x2 112" FLAT BAR RADS 18" APART W/
0 NON -SUP R N AT 12 0..AT LEAST 7 CLEAR FROM
�4ALL ANCHOR WITH 1/2 x2 1%C2" L -SHAPED FALT BAR AT
5 -0 O.C. MAXI.RUM.
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' DW. CONCRETE FOR CANE BOLT.
05 50 OO.G SIE4 BENT PLATE OR ANGIE -REFER TO STRUCTURAL DRAWINGS.
05 50 OO.H 4x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6' DIA. STEEL BOLLARD.
05 51 ODA STEEL FRAMED STAIR W/ CONC. FlJ 1�Q METAL PAN TREAD & RISER
ANCHORED TO PLATE STRINGER W 1 BRACKETS AND CONC.
FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED
TO ST.jINGERS.
05 51 OO.B 1 1/4 I.D. PIPE RAILING.
05 51 OO.0 STEEL VERTICAL PICKET.
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
O6 10 ODA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 OO.B WOOD BLOCKING/NAILER.
06 10 01 WOOD SHIM.
06 10 OO.D FIRE AND PRESERVATIVE TREATED 1/2" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 00.E FIRE. AND PRESERVATIVE TREATED /4" EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1 2" FIRE TREATED PLYWOOD.
06 16 43A 5 8 EXTERIOR GYPSUM BOARD SHEATHING.
06 40 ODA PLASTIC LAMINATE ON/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.B POLISHED METAL ROD D 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 00.8 DRAINAGE MAT.
07 13 Ol HEAVY FILTER FABRIC.
07 13 26A SQLF 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 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/
14PALING CUPS.
07 21 011 3 EXTRUDED POLYSTYRENE INSULATION.
07 21 00•G R-8 F6CED SEMI-RIGID INSULAnON WITH ATTACHMENT CLIPS
07 21 Ol 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 CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYST.EM
07 54 23.8 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 ODA METAL FLASHING.
07 62 01 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 OO.E STAINLESS STEEL FLASHING.
07 62 OO.F MILL FINISHED METAL DRAIN BAR.
07 62 01 PREMANUFACTURED AND PREFINISHED 7"x7' METAL GUTTER.
07 62 01 PREMANUFACTURED AND PREFINISHED 6"x6' METAL DOWNSPOUT.
07 72 ODA ROOF HATCH.
07 84 13A PERIMETER FIRER ISTIVE JOINT SYSTEM.
07 84 46A RATED FIRESAFING FIRESTOP SYSTEM AT JOINT OR PENETRATION.
07 92 ODA SEALANT WITH KER ROD.
07 92 00.8 SEALANT JOINT.
07 92 011 WATER CUT OFF MASTIC.
DIVISION 8 - DOORS AND WINDOWS
08 11 ODA HOLLOW METAL DOOR FRAME, PAINT - REF. DOOR SCHEDULE.
08 11 01 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 OO.E JAMB ANCHOR
08 41 DOA ALUMINUM STOREFRONT.
08 41 OO.B ALUMINUM THRESHOLD.
08 41 Oil EXTRUDED ALUMINUM SILL
08 41 011 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 00•G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 OO.H SEALANT BED
08 44 ODA ALUMINUM CURTAINWALL
OB 44 00.8 CURTAINWALL
EXPANSION MID CORN ATTACHMENT
MEMBER. ALLOW FOR
08 44 00-C EXTRUDED ALUMINUM SILL
08 44 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL
08 44 00.E SHIMS BY CURTAINWALL SUPPLIER.
08 44 l SQL. FLASHING AND WATERDAM TO MATCH CURTAINWALL.
08 44 00 G 2IySVLATED 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 01 S BED
08 80 ODA 114- 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 21 011 3 5/8 x 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE
09 21 00 C 2,1/2" x 25 GA. METAL STUDS 9 16' O.C. UNLESS NOTED OTHERWISE.
09 21 00.1) 6 x 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE
09 21 00.E SOUND ATTENUATION BLANKETS.
09 21 OO.F M.Vk STUD KICKERS AS REQUIRED.
09 21 011 J MOLD EDGE TRIM.
09 21 l 518 EXTERIOR GYPSUM SOFFIT BOARD.
09 21 00.1 3� WIDE CONTINUOUS SOFFIT VENT. C, EAR ANODIZED FINISH.
09 21 16A 4„ x 25 GA. CH METAL STUDS 0 16 O.C.
09 21 16.8 1 SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
09 21 16.1) 314 GYPSUM PANEL
09 21 16.E 3 THERMAFIBER SAFB
09 50 ODA ACOUSTICAL PANEL CEILING SYSTEM.
09 65 ODA RESIDENT WALL BASE
09 91 DOA PAINTED FINISH.
DIVISION 10 - SPECIALTIES
NOT USED.
DIVISION 14 - VERTICAL TRANSPORTATION
14 24 DOA HYDRAULIC PASSENGER ELEVATOR.
14 24 00.8 ELEVATOR SILL
14 24 Ol ELEVATOR DOOR AND FRAME
14 24 OO.D DRY SAND.
14 24 00.E STEEL CASING.
14 24 OO.F SCHEDULE 40 PVC SLEEVE.
14 24 011 UNIONGUARD FLUID OR APPROVED EQUAL.
14 24 00•H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 - EARTHWORK
31 20 ODA FINISH GRADE
31 20 00.B DRAINAGE FILL
31 20 OO.0 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 drawings do not necessarily rdcate 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
LIM
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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 rdcate 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
LIM
Checked By
07/06/12
DCH
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 rdcate 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
Certifled By:
jl
_- No.
AR00910036
STATE OF
�yh''ry99C
a
Drawing Number:
OL=A411
Project Number.
11140