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07 54 23.B
05 31 OO.A
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T/PARAPET BLOCKING
+34' - 6-1/2"
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ROOF DECK BEARING
it SEE STRUCTURAL
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05 12 OOA 06 10 43.A
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09 21 OO.A
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EXTERIOR SECTION
SCALE: 3/4" = 1'-0" 07 54 23A
07 54 23.B
05 31 OO.A
07 84 13A
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03 30 OO.0
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05 31 OO.A � �
SECOND FLOOR
+18'-0" A.F.F.
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04 20 OO.F
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07 27 26.A
05 12 OO.A 07 21 OO.F
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06 16 43.A
05 40 00.6
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03 30 OO.H
03 30 OO.A
1/2" D. REVEAL COURSE, TYP.
07 27 26.A
07 21 001
04 20 OO.N
1/2" D. REVEAL COURSE, TYP.
04 20 OO.F (TYP)
04 73 OO.A
07 62 OO.D
T/PARAPET BLOCKINgj1
+32' 6-1/2"
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KEYNOTES
DIVISION 1 - GENERAL REQUIREMENTS
01 10 00 THESE GENERAL NOTES AR, ORGANIZED BASE UPON THE CONSTRUCTION
SPECIFICATIONS INSTTTIJTE S .33 MSION FORMAT. THE ORGANIZATION
OF THESE GENERAL NOTES INTO D SIONS CONFORMS IN GENERAL WITH
THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
DIVISION 2 - EXISTING CONDITIONS
NOT USED.
DIVISION 3 - CONCRETE
07 62 00.1) 03 30 OOA CONCRETE SLAB _(ON VAPOR BARRIER).
03 30 OO.B CONCRETE FOOTING.
07 54 23.A T PARAPET BLOCKIN 03 30 OO.0 CONCRETE ELEVATED CONCRETE SLAB.
03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS.
0 1 " 03 30 OO.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
" ROOF DECK BEARING
05 31 OO.A SEE STRUCTURAL
" 05 31 OO.A -
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PARAPET BLOCKING
+16' 2-1/2"
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SIM.
ROOF DECK BEARING
SEE STRUCTURAL
07 27 26.A
07 21 001
06 10 00.E
07 46 OOA
06 10 43.A
05 40 OO.B
` STAIRS BEYOND
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` A410
SIM. 05 51 OO.A
08 41 OO.A
STAIRS BEYOND
04 20 OO.A
(TYP.)
SECOND FLOOR,`
+18'-0" A.F.F.
05 31 OO.A
05 12 OO.A
07 27 26.A
04 73 OOA
07 21 OO.F
04 20 OO.N
7 54 23.8
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06 10 OO.A 04 20 OO.P
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ROOF DECK BEARING
SEE STRUCTURAL
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04 20 00.0 (TYP)
04 20 00.13 (TYP)
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FIRST FLOOR FIRST FLOOR
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EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
03 30 OO.F CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.111 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 00.8 REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UN(L
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. ATTACH 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 OO.L BOND BEAM MASON 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 �2 EXTRUDED INSULATION
04 20 OO.R HONIZONTAL REINFORCING.
04 73 OOA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 OOAVR6�
PECKING. REFERENCE STRUCT�IRAL DRAWINGS.
05 40 OOA 16 GA STEEL STUDS 4 16 O.C. CROSS BRACING AS REQ'D.
05 40 00.8 GA. STEEL STUDS 0 16 O.C., CR6SS BRACING AS REQ'D.
05 40 OO.0 1 ¢ GA. CUP ANGLE.
05 40 OO.D 6" 16 GA STEEL RUNNER CHANNEL.
05 40 OO.E 8 16 GA. STEEL RUNNER CHANNEL.
05 40 001 CONT. BOX BEAM.
05 40 OO.G BOX BEAM 'MND
05 50 OOA VE CAL LADDER W 1[2"x2 1(2" FLAT BAR RAILS 18" APART W/
0 NON -SLIP R NG AT 12 0.."AT LEAST 7 CLEAR FROM
E MALL ANCHOR WITH 1/2 x2 1%C2 L -SHAPED FALT BAR AT
3 4
5'-0 O.C. MAXIqUM.
05 50 00.8 PIPE BOLLARD. 6 DW. 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 CANE BOLT.
OO.0 05 50 OO.G STEED BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
05 50 ODA 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6 DIA. STEEL BOLLARD.
05 51 OOA STEEL FRAMED STAIR W CONC. FI METAL PAN TREAD & RISER
ANCHORED TO PLATE S INGER W% L BRACKETS AND CONIC.
SECOND FLOOR FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED
TO Sr.�INGERS.
+18'-0" A.F.F. 05 51 00 B 1 1 L VERTICAL PICK TNG.
II I
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
" O7 27 26.A
06 10 OOA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 00.B 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 OO.E FIRE AND PRESERVATIVE TREATED 3/4' EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1/2 FIRE TREATED PLYWOOD.
06 16 43A 5_/8 EXTERIOR GYPSUM BQARD SHEATHING.
06 40 OOA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS.
06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH
1 06 40 OO.D PC LAMINATE COUNTER TOP.
(TYP) 04 20 OO.0 " 06 61 OOA 3/4- THICK SOLID SURFACE WINDOW SILL
" DIVISION 7 - THERMAL AND MOISTURE PROTECTION
" 07 13 OOA MEMBRANE WATERPROOFING.
07 13 00.8 DRAINAGE MAT.
(TYP) 04 20 OO.H 07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A S;LF ADHERING SHEET WATERPROOFING.
07 21 000 B 6 MIL POLEYE POLYSTYRENE
YOL.LENNE VAEPNOR INSULATION.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 00•D ATTACHMFOIL ENT LIFACCEED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IgPAUNG CUPS.
04 73 OO.A 07 21 01 3 EXTRUDED POLYSTYRENE INSULATION.
I 07 21 OO.G R-8 F(LCED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS
07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION.
07 24 13A EXTERIOR INSULATION FINISH SYSTEM.
07 24 13.6 STAINLESS STEEL METAL FLASHING
00 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
07 42 13A PREFlNISHED STANDING SEAM METAL ROOF PANEL
07 42 13.6 MOUNTING CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 OOA FIBER CEMENT SIDING
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 23.11) LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 23.F COUNTER FLASHING.
07 62 ODA METAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 01 PREMMUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
i1 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 01 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 FIRE RESISTIVE JOINT SYSTEM.
07 84 46A RATED FlRESAFINGj�FlRESTOP SYSTEM AT JOINT OR PENETRATION.
(TYP) 04 20 OO.0 07 92 OOA SEALANT WITH BACKER ROD.
07 92 00.6 SEALANT JOINT.
07 92 OO.0 WATER CUT OFF MASTIC.
(TYP) 04 20 1 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 01 GROUT SOLID BY DOOR INSTALLER.
08 11 01 ALUMINUM DRIP EDGE.
„ 07 21 OO.F 08 11 00.E JAMB ANCHOR
08 41 OOA ALUMINUM STOREFRONT.
a 08 41 OO.B ALUMINUM THRESHOLD.
" 08 41 OO.0 EXTRUDED ALUMINUM SILL
08 41 01 ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
III 08 41 001 SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 00.111 SEALANT BED
08 44 ODA 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 SA FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 1ySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL
08 44 OO.H 2" 1 4 " DEEP VERTICAL SNAP COVER TO MATCH CURTNINWALL
„ 08 44 00.1 1 x 1 ALUMINUM TUBE TO MATCH CURTAINWALL
08 71 ODA ALUMINUM THRESHOLD
08 71 OO.B S4 CLBED
08 80 OOA 1 EAR TEMPERED GLASS.
i 08 80 OO.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
" 1/2" D. REVEAL COURSE, TYP. DIVISION 9 - FINISHES
II I
" 09 21 OOA 5/8" gYPSUM WALL BOARD.
09 21 00.6 35/8 x 25 GA. METAL STUDS 0 16" O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 2"1/2" x 25 GA. METAL STUDS Q 16" O.C. UNLESS NOTED OTHERWISE.
04 20 00.E (TYP) 09 21 OO.D 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 00.E SOUND ATTENUATION BLANKET'S.
09 21 OO.F V.Vk 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 3" WIDE CONTINUOUS SOFFIT VENT. CTEAR ANODIZED FINISH.
09 21 16A 4 x 25 GA. CH METAL STUDS 0 16 O.C.
i 09 21 16.6 1" SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
N 04 20 00.0 (TYP) 09 21 16.D 314 GYPSUM PANEL
09 21 16.E 3 THERMAFlBER SAFE
09 50 OOA ACOUSTICAL PANEL CEILING SYSTEM.
04 20 OO.G (TYP) 09 65 OOA RESILIENT WAIL BASE.
03 30 OO.H ;; 04 20 01 09 91 DOA PAINTED FINISH.
03 30 OO.A DIVISION 10 - SPECIALTIES
NOT USED.
FIRST FLIOT
DIVISION 14 -VERTICAL TRANSPORTATION
° 0'-0" A. F 14 24 ODA HYDRAULIC PASSENGER ELEVATOR.
" 14 24 OO.B ELEVATOR SILL
�O° ° ° °od°°�OO° °O o°o pO�O°o°°�°°d o ,Ooo�o oo�oo° ° ooC000A oo�oo°�° 14 24 OO.0 ELEVATOR DOOR AND FRAME.
o °°808 0°0 �� 88°ooa°8o°c4 000 0 �° goy°oo°o o �° 0 0 00 �a o00°gone g 14 24 OO.D DRY SAND.
° 0 0o O 8 0 8 S NG.
880 0 C -6p 00800 o'°°Oo°° aoo ° �oa8o°° 0 00 o88a'oo8°00 ooa°oo o aa�,° 14 24 00.E STEEL CAS)
=_III=III=III III 14 24 SCHEDULE 40 PVC SLEEVE.
01
'I 14 24 OO.G UNIONGUAIRD FLUID OR APPROVED EQUAL
14 24 OO.H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 -EARTHWORK
31 20 OOA FINISH GRADE.
07 21 OO.A a -IIII 31 20 00.8 DRAINAGE FILL
9 < IIII=
03 30 OO.B 31 20 OO.0 COMPACTED EARTH.
°
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DIVISION 32 - EXTERIOR IMPROVEMENTS
a a 32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 OOA DRAINAGE TILE.
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
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Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
X04 20 OO.F (TYP)
,--1/2" D. REVEAL COURSE, TYP.
04 20 00.1)
04 20 00.0 (TYP)
04 20 00.13 (TYP)
04 20 OO.J
FIRST FLOOR FIRST FLOOR
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EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
03 30 OO.F CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.111 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 00.8 REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UN(L
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. ATTACH 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 OO.L BOND BEAM MASON 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 �2 EXTRUDED INSULATION
04 20 OO.R HONIZONTAL REINFORCING.
04 73 OOA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 OOAVR6�
PECKING. REFERENCE STRUCT�IRAL DRAWINGS.
05 40 OOA 16 GA STEEL STUDS 4 16 O.C. CROSS BRACING AS REQ'D.
05 40 00.8 GA. STEEL STUDS 0 16 O.C., CR6SS BRACING AS REQ'D.
05 40 OO.0 1 ¢ GA. CUP ANGLE.
05 40 OO.D 6" 16 GA STEEL RUNNER CHANNEL.
05 40 OO.E 8 16 GA. STEEL RUNNER CHANNEL.
05 40 001 CONT. BOX BEAM.
05 40 OO.G BOX BEAM 'MND
05 50 OOA VE CAL LADDER W 1[2"x2 1(2" FLAT BAR RAILS 18" APART W/
0 NON -SLIP R NG AT 12 0.."AT LEAST 7 CLEAR FROM
E MALL ANCHOR WITH 1/2 x2 1%C2 L -SHAPED FALT BAR AT
3 4
5'-0 O.C. MAXIqUM.
05 50 00.8 PIPE BOLLARD. 6 DW. 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 CANE BOLT.
OO.0 05 50 OO.G STEED BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
05 50 ODA 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6 DIA. STEEL BOLLARD.
05 51 OOA STEEL FRAMED STAIR W CONC. FI METAL PAN TREAD & RISER
ANCHORED TO PLATE S INGER W% L BRACKETS AND CONIC.
SECOND FLOOR FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED
TO Sr.�INGERS.
+18'-0" A.F.F. 05 51 00 B 1 1 L VERTICAL PICK TNG.
II I
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
" O7 27 26.A
06 10 OOA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 00.B 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 OO.E FIRE AND PRESERVATIVE TREATED 3/4' EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1/2 FIRE TREATED PLYWOOD.
06 16 43A 5_/8 EXTERIOR GYPSUM BQARD SHEATHING.
06 40 OOA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS.
06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH
1 06 40 OO.D PC LAMINATE COUNTER TOP.
(TYP) 04 20 OO.0 " 06 61 OOA 3/4- THICK SOLID SURFACE WINDOW SILL
" DIVISION 7 - THERMAL AND MOISTURE PROTECTION
" 07 13 OOA MEMBRANE WATERPROOFING.
07 13 00.8 DRAINAGE MAT.
(TYP) 04 20 OO.H 07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A S;LF ADHERING SHEET WATERPROOFING.
07 21 000 B 6 MIL POLEYE POLYSTYRENE
YOL.LENNE VAEPNOR INSULATION.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 00•D ATTACHMFOIL ENT LIFACCEED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IgPAUNG CUPS.
04 73 OO.A 07 21 01 3 EXTRUDED POLYSTYRENE INSULATION.
I 07 21 OO.G R-8 F(LCED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS
07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION.
07 24 13A EXTERIOR INSULATION FINISH SYSTEM.
07 24 13.6 STAINLESS STEEL METAL FLASHING
00 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
07 42 13A PREFlNISHED STANDING SEAM METAL ROOF PANEL
07 42 13.6 MOUNTING CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 OOA FIBER CEMENT SIDING
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 23.11) LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 23.F COUNTER FLASHING.
07 62 ODA METAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 01 PREMMUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
i1 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 01 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 FIRE RESISTIVE JOINT SYSTEM.
07 84 46A RATED FlRESAFINGj�FlRESTOP SYSTEM AT JOINT OR PENETRATION.
(TYP) 04 20 OO.0 07 92 OOA SEALANT WITH BACKER ROD.
07 92 00.6 SEALANT JOINT.
07 92 OO.0 WATER CUT OFF MASTIC.
(TYP) 04 20 1 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 01 GROUT SOLID BY DOOR INSTALLER.
08 11 01 ALUMINUM DRIP EDGE.
„ 07 21 OO.F 08 11 00.E JAMB ANCHOR
08 41 OOA ALUMINUM STOREFRONT.
a 08 41 OO.B ALUMINUM THRESHOLD.
" 08 41 OO.0 EXTRUDED ALUMINUM SILL
08 41 01 ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
III 08 41 001 SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 00.111 SEALANT BED
08 44 ODA 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 SA FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 1ySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL
08 44 OO.H 2" 1 4 " DEEP VERTICAL SNAP COVER TO MATCH CURTNINWALL
„ 08 44 00.1 1 x 1 ALUMINUM TUBE TO MATCH CURTAINWALL
08 71 ODA ALUMINUM THRESHOLD
08 71 OO.B S4 CLBED
08 80 OOA 1 EAR TEMPERED GLASS.
i 08 80 OO.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
" 1/2" D. REVEAL COURSE, TYP. DIVISION 9 - FINISHES
II I
" 09 21 OOA 5/8" gYPSUM WALL BOARD.
09 21 00.6 35/8 x 25 GA. METAL STUDS 0 16" O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 2"1/2" x 25 GA. METAL STUDS Q 16" O.C. UNLESS NOTED OTHERWISE.
04 20 00.E (TYP) 09 21 OO.D 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 00.E SOUND ATTENUATION BLANKET'S.
09 21 OO.F V.Vk 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 3" WIDE CONTINUOUS SOFFIT VENT. CTEAR ANODIZED FINISH.
09 21 16A 4 x 25 GA. CH METAL STUDS 0 16 O.C.
i 09 21 16.6 1" SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
N 04 20 00.0 (TYP) 09 21 16.D 314 GYPSUM PANEL
09 21 16.E 3 THERMAFlBER SAFE
09 50 OOA ACOUSTICAL PANEL CEILING SYSTEM.
04 20 OO.G (TYP) 09 65 OOA RESILIENT WAIL BASE.
03 30 OO.H ;; 04 20 01 09 91 DOA PAINTED FINISH.
03 30 OO.A DIVISION 10 - SPECIALTIES
NOT USED.
FIRST FLIOT
DIVISION 14 -VERTICAL TRANSPORTATION
° 0'-0" A. F 14 24 ODA HYDRAULIC PASSENGER ELEVATOR.
" 14 24 OO.B ELEVATOR SILL
�O° ° ° °od°°�OO° °O o°o pO�O°o°°�°°d o ,Ooo�o oo�oo° ° ooC000A oo�oo°�° 14 24 OO.0 ELEVATOR DOOR AND FRAME.
o °°808 0°0 �� 88°ooa°8o°c4 000 0 �° goy°oo°o o �° 0 0 00 �a o00°gone g 14 24 OO.D DRY SAND.
° 0 0o O 8 0 8 S NG.
880 0 C -6p 00800 o'°°Oo°° aoo ° �oa8o°° 0 00 o88a'oo8°00 ooa°oo o aa�,° 14 24 00.E STEEL CAS)
=_III=III=III III 14 24 SCHEDULE 40 PVC SLEEVE.
01
'I 14 24 OO.G UNIONGUAIRD FLUID OR APPROVED EQUAL
14 24 OO.H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 -EARTHWORK
31 20 OOA FINISH GRADE.
07 21 OO.A a -IIII 31 20 00.8 DRAINAGE FILL
9 < IIII=
03 30 OO.B 31 20 OO.0 COMPACTED EARTH.
°
° a . bill I
DIVISION 32 - EXTERIOR IMPROVEMENTS
a a 32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 OOA DRAINAGE TILE.
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
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Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
FIRST FLOOR FIRST FLOOR
a a
a° H 0'-0" A.F.F. a 0'-0 A.F.F.
,a II 4
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° �° �° o° ° ° 0 00 0 0 ° a°°O °o °8000
o°� o 00 00 0 000 00 0 00 °o° 88°°oo8 e° 8 o � '0 48°00° 8 008° 0°088 0 008 088 6 088° 0 0008 008 o aoo
Y b " 088 088 0 og8 o Qo88 088 oS8 ° o0° oo° ono°° oo° oo°° 00 0°
o O o 000
�oop88QoOo°o88o I I I 004 ° 000 000 0 °00 O o ° , o0Q ° oo� < ° co,. � ° ° =Q ° I.
° � ° o O ° ° o ° o � qI QI
1 T°I° CV
" 04 20 00.0 TYP ILI
III=III
III , I
= 04 20 OO.G (TYP) - = 1 a _ a
= 04 20 OO.J =III III 41 - -
- 07 21 OO.A
III
LOBBY ENTRY/ -III a
ad
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D3 30 00.6
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EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
03 30 OO.F CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.111 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 00.8 REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UN(L
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. ATTACH 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 OO.L BOND BEAM MASON 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 �2 EXTRUDED INSULATION
04 20 OO.R HONIZONTAL REINFORCING.
04 73 OOA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 OOAVR6�
PECKING. REFERENCE STRUCT�IRAL DRAWINGS.
05 40 OOA 16 GA STEEL STUDS 4 16 O.C. CROSS BRACING AS REQ'D.
05 40 00.8 GA. STEEL STUDS 0 16 O.C., CR6SS BRACING AS REQ'D.
05 40 OO.0 1 ¢ GA. CUP ANGLE.
05 40 OO.D 6" 16 GA STEEL RUNNER CHANNEL.
05 40 OO.E 8 16 GA. STEEL RUNNER CHANNEL.
05 40 001 CONT. BOX BEAM.
05 40 OO.G BOX BEAM 'MND
05 50 OOA VE CAL LADDER W 1[2"x2 1(2" FLAT BAR RAILS 18" APART W/
0 NON -SLIP R NG AT 12 0.."AT LEAST 7 CLEAR FROM
E MALL ANCHOR WITH 1/2 x2 1%C2 L -SHAPED FALT BAR AT
3 4
5'-0 O.C. MAXIqUM.
05 50 00.8 PIPE BOLLARD. 6 DW. 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 CANE BOLT.
OO.0 05 50 OO.G STEED BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
05 50 ODA 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6 DIA. STEEL BOLLARD.
05 51 OOA STEEL FRAMED STAIR W CONC. FI METAL PAN TREAD & RISER
ANCHORED TO PLATE S INGER W% L BRACKETS AND CONIC.
SECOND FLOOR FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED
TO Sr.�INGERS.
+18'-0" A.F.F. 05 51 00 B 1 1 L VERTICAL PICK TNG.
II I
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
" O7 27 26.A
06 10 OOA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 00.B 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 OO.E FIRE AND PRESERVATIVE TREATED 3/4' EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1/2 FIRE TREATED PLYWOOD.
06 16 43A 5_/8 EXTERIOR GYPSUM BQARD SHEATHING.
06 40 OOA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS.
06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH
1 06 40 OO.D PC LAMINATE COUNTER TOP.
(TYP) 04 20 OO.0 " 06 61 OOA 3/4- THICK SOLID SURFACE WINDOW SILL
" DIVISION 7 - THERMAL AND MOISTURE PROTECTION
" 07 13 OOA MEMBRANE WATERPROOFING.
07 13 00.8 DRAINAGE MAT.
(TYP) 04 20 OO.H 07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A S;LF ADHERING SHEET WATERPROOFING.
07 21 000 B 6 MIL POLEYE POLYSTYRENE
YOL.LENNE VAEPNOR INSULATION.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 00•D ATTACHMFOIL ENT LIFACCEED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IgPAUNG CUPS.
04 73 OO.A 07 21 01 3 EXTRUDED POLYSTYRENE INSULATION.
I 07 21 OO.G R-8 F(LCED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS
07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION.
07 24 13A EXTERIOR INSULATION FINISH SYSTEM.
07 24 13.6 STAINLESS STEEL METAL FLASHING
00 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
07 42 13A PREFlNISHED STANDING SEAM METAL ROOF PANEL
07 42 13.6 MOUNTING CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 OOA FIBER CEMENT SIDING
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 23.11) LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 23.F COUNTER FLASHING.
07 62 ODA METAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 01 PREMMUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
i1 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 01 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 FIRE RESISTIVE JOINT SYSTEM.
07 84 46A RATED FlRESAFINGj�FlRESTOP SYSTEM AT JOINT OR PENETRATION.
(TYP) 04 20 OO.0 07 92 OOA SEALANT WITH BACKER ROD.
07 92 00.6 SEALANT JOINT.
07 92 OO.0 WATER CUT OFF MASTIC.
(TYP) 04 20 1 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 01 GROUT SOLID BY DOOR INSTALLER.
08 11 01 ALUMINUM DRIP EDGE.
„ 07 21 OO.F 08 11 00.E JAMB ANCHOR
08 41 OOA ALUMINUM STOREFRONT.
a 08 41 OO.B ALUMINUM THRESHOLD.
" 08 41 OO.0 EXTRUDED ALUMINUM SILL
08 41 01 ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
III 08 41 001 SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 00.111 SEALANT BED
08 44 ODA 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 SA FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 1ySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL
08 44 OO.H 2" 1 4 " DEEP VERTICAL SNAP COVER TO MATCH CURTNINWALL
„ 08 44 00.1 1 x 1 ALUMINUM TUBE TO MATCH CURTAINWALL
08 71 ODA ALUMINUM THRESHOLD
08 71 OO.B S4 CLBED
08 80 OOA 1 EAR TEMPERED GLASS.
i 08 80 OO.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
" 1/2" D. REVEAL COURSE, TYP. DIVISION 9 - FINISHES
II I
" 09 21 OOA 5/8" gYPSUM WALL BOARD.
09 21 00.6 35/8 x 25 GA. METAL STUDS 0 16" O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 2"1/2" x 25 GA. METAL STUDS Q 16" O.C. UNLESS NOTED OTHERWISE.
04 20 00.E (TYP) 09 21 OO.D 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 00.E SOUND ATTENUATION BLANKET'S.
09 21 OO.F V.Vk 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 3" WIDE CONTINUOUS SOFFIT VENT. CTEAR ANODIZED FINISH.
09 21 16A 4 x 25 GA. CH METAL STUDS 0 16 O.C.
i 09 21 16.6 1" SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
N 04 20 00.0 (TYP) 09 21 16.D 314 GYPSUM PANEL
09 21 16.E 3 THERMAFlBER SAFE
09 50 OOA ACOUSTICAL PANEL CEILING SYSTEM.
04 20 OO.G (TYP) 09 65 OOA RESILIENT WAIL BASE.
03 30 OO.H ;; 04 20 01 09 91 DOA PAINTED FINISH.
03 30 OO.A DIVISION 10 - SPECIALTIES
NOT USED.
FIRST FLIOT
DIVISION 14 -VERTICAL TRANSPORTATION
° 0'-0" A. F 14 24 ODA HYDRAULIC PASSENGER ELEVATOR.
" 14 24 OO.B ELEVATOR SILL
�O° ° ° °od°°�OO° °O o°o pO�O°o°°�°°d o ,Ooo�o oo�oo° ° ooC000A oo�oo°�° 14 24 OO.0 ELEVATOR DOOR AND FRAME.
o °°808 0°0 �� 88°ooa°8o°c4 000 0 �° goy°oo°o o �° 0 0 00 �a o00°gone g 14 24 OO.D DRY SAND.
° 0 0o O 8 0 8 S NG.
880 0 C -6p 00800 o'°°Oo°° aoo ° �oa8o°° 0 00 o88a'oo8°00 ooa°oo o aa�,° 14 24 00.E STEEL CAS)
=_III=III=III III 14 24 SCHEDULE 40 PVC SLEEVE.
01
'I 14 24 OO.G UNIONGUAIRD FLUID OR APPROVED EQUAL
14 24 OO.H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 -EARTHWORK
31 20 OOA FINISH GRADE.
07 21 OO.A a -IIII 31 20 00.8 DRAINAGE FILL
9 < IIII=
03 30 OO.B 31 20 OO.0 COMPACTED EARTH.
°
° a . bill I
DIVISION 32 - EXTERIOR IMPROVEMENTS
a a 32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 OOA DRAINAGE TILE.
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
o.j
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Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
L- LLS-IIII�ii I �
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
03 30 OO.F CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS.
03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS.
03 30 00.111 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 00.8 REINFORCED 8x8x16 CMU BOND BEAM.
04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT.
04 20 OO.D CALCIUM SILICATE MASONRY UN(L
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. ATTACH 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 OO.L BOND BEAM MASON 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 �2 EXTRUDED INSULATION
04 20 OO.R HONIZONTAL REINFORCING.
04 73 OOA MANUFACTURED STONE MASONRY
DIVISION 5 - METALS
05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
05 12 OO.B STRUCTURAL STEEL GIRT.
05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
05 31 OOAVR6�
PECKING. REFERENCE STRUCT�IRAL DRAWINGS.
05 40 OOA 16 GA STEEL STUDS 4 16 O.C. CROSS BRACING AS REQ'D.
05 40 00.8 GA. STEEL STUDS 0 16 O.C., CR6SS BRACING AS REQ'D.
05 40 OO.0 1 ¢ GA. CUP ANGLE.
05 40 OO.D 6" 16 GA STEEL RUNNER CHANNEL.
05 40 OO.E 8 16 GA. STEEL RUNNER CHANNEL.
05 40 001 CONT. BOX BEAM.
05 40 OO.G BOX BEAM 'MND
05 50 OOA VE CAL LADDER W 1[2"x2 1(2" FLAT BAR RAILS 18" APART W/
0 NON -SLIP R NG AT 12 0.."AT LEAST 7 CLEAR FROM
E MALL ANCHOR WITH 1/2 x2 1%C2 L -SHAPED FALT BAR AT
3 4
5'-0 O.C. MAXIqUM.
05 50 00.8 PIPE BOLLARD. 6 DW. 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 CANE BOLT.
OO.0 05 50 OO.G STEED BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS.
05 50 ODA 4 x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS.
05 50 00.1 6 DIA. STEEL BOLLARD.
05 51 OOA STEEL FRAMED STAIR W CONC. FI METAL PAN TREAD & RISER
ANCHORED TO PLATE S INGER W% L BRACKETS AND CONIC.
SECOND FLOOR FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED
TO Sr.�INGERS.
+18'-0" A.F.F. 05 51 00 B 1 1 L VERTICAL PICK TNG.
II I
DIVISION 6 - WOOD, PLASTICS AND COMPOSITES
" O7 27 26.A
06 10 OOA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER.
06 10 00.B 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 OO.E FIRE AND PRESERVATIVE TREATED 3/4' EXTERIOR GRADE PLYWOOD SHEATHING.
06 10 OO.F 1/2 FIRE TREATED PLYWOOD.
06 16 43A 5_/8 EXTERIOR GYPSUM BQARD SHEATHING.
06 40 OOA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES.
06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS.
06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH
1 06 40 OO.D PC LAMINATE COUNTER TOP.
(TYP) 04 20 OO.0 " 06 61 OOA 3/4- THICK SOLID SURFACE WINDOW SILL
" DIVISION 7 - THERMAL AND MOISTURE PROTECTION
" 07 13 OOA MEMBRANE WATERPROOFING.
07 13 00.8 DRAINAGE MAT.
(TYP) 04 20 OO.H 07 13 OO.0 HEAVY FILTER FABRIC.
07 13 26A S;LF ADHERING SHEET WATERPROOFING.
07 21 000 B 6 MIL POLEYE POLYSTYRENE
YOL.LENNE VAEPNOR INSULATION.
07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION.
07 21 00•D ATTACHMFOIL ENT LIFACCEED SEMI-RIGID MINERAL FIBER INSULATION W/
07 21 00.E R-17.2 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/
IgPAUNG CUPS.
04 73 OO.A 07 21 01 3 EXTRUDED POLYSTYRENE INSULATION.
I 07 21 OO.G R-8 F(LCED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS
07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION.
07 24 13A EXTERIOR INSULATION FINISH SYSTEM.
07 24 13.6 STAINLESS STEEL METAL FLASHING
00 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM.
07 42 13A PREFlNISHED STANDING SEAM METAL ROOF PANEL
07 42 13.6 MOUNTING CUP
07 42 13.0 AIR INFILTRATION BARRIER.
07 46 OOA FIBER CEMENT SIDING
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 23.11) LAP SEALANT.
07 54 23.E TERMINATION BAR.
07 54 23.F COUNTER FLASHING.
07 62 ODA METAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 01 PREMMUFACTURED AND PREFlNISHED METAL GRAVEL STOP AND
FASCIA WITH CONTINUOUS HOLD DOWN CLIP.
i1 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 01 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 FIRE RESISTIVE JOINT SYSTEM.
07 84 46A RATED FlRESAFINGj�FlRESTOP SYSTEM AT JOINT OR PENETRATION.
(TYP) 04 20 OO.0 07 92 OOA SEALANT WITH BACKER ROD.
07 92 00.6 SEALANT JOINT.
07 92 OO.0 WATER CUT OFF MASTIC.
(TYP) 04 20 1 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 01 GROUT SOLID BY DOOR INSTALLER.
08 11 01 ALUMINUM DRIP EDGE.
„ 07 21 OO.F 08 11 00.E JAMB ANCHOR
08 41 OOA ALUMINUM STOREFRONT.
a 08 41 OO.B ALUMINUM THRESHOLD.
" 08 41 OO.0 EXTRUDED ALUMINUM SILL
08 41 01 ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT.
08 41 00.E SHIMS BY STOREFRONT SUPPLIER.
III 08 41 001 SILL FLASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR.
08 41 00.111 SEALANT BED
08 44 ODA 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 SA FLASHING AND WATERDAM TO MATCH CURTAINWALL
08 44 OO.G 2 1ySVLATED METAL PANEL FINISHED TO MATCH CURTAINWALL
08 44 OO.H 2" 1 4 " DEEP VERTICAL SNAP COVER TO MATCH CURTNINWALL
„ 08 44 00.1 1 x 1 ALUMINUM TUBE TO MATCH CURTAINWALL
08 71 ODA ALUMINUM THRESHOLD
08 71 OO.B S4 CLBED
08 80 OOA 1 EAR TEMPERED GLASS.
i 08 80 OO.B 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE.
" 1/2" D. REVEAL COURSE, TYP. DIVISION 9 - FINISHES
II I
" 09 21 OOA 5/8" gYPSUM WALL BOARD.
09 21 00.6 35/8 x 25 GA. METAL STUDS 0 16" O.C. UNLESS NOTED OTHERWISE.
09 21 OO.0 2"1/2" x 25 GA. METAL STUDS Q 16" O.C. UNLESS NOTED OTHERWISE.
04 20 00.E (TYP) 09 21 OO.D 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE.
09 21 00.E SOUND ATTENUATION BLANKET'S.
09 21 OO.F V.Vk 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 3" WIDE CONTINUOUS SOFFIT VENT. CTEAR ANODIZED FINISH.
09 21 16A 4 x 25 GA. CH METAL STUDS 0 16 O.C.
i 09 21 16.6 1" SHAFT LINER PANEL
09 21 16.0 STUQ RUNNER TRACK
N 04 20 00.0 (TYP) 09 21 16.D 314 GYPSUM PANEL
09 21 16.E 3 THERMAFlBER SAFE
09 50 OOA ACOUSTICAL PANEL CEILING SYSTEM.
04 20 OO.G (TYP) 09 65 OOA RESILIENT WAIL BASE.
03 30 OO.H ;; 04 20 01 09 91 DOA PAINTED FINISH.
03 30 OO.A DIVISION 10 - SPECIALTIES
NOT USED.
FIRST FLIOT
DIVISION 14 -VERTICAL TRANSPORTATION
° 0'-0" A. F 14 24 ODA HYDRAULIC PASSENGER ELEVATOR.
" 14 24 OO.B ELEVATOR SILL
�O° ° ° °od°°�OO° °O o°o pO�O°o°°�°°d o ,Ooo�o oo�oo° ° ooC000A oo�oo°�° 14 24 OO.0 ELEVATOR DOOR AND FRAME.
o °°808 0°0 �� 88°ooa°8o°c4 000 0 �° goy°oo°o o �° 0 0 00 �a o00°gone g 14 24 OO.D DRY SAND.
° 0 0o O 8 0 8 S NG.
880 0 C -6p 00800 o'°°Oo°° aoo ° �oa8o°° 0 00 o88a'oo8°00 ooa°oo o aa�,° 14 24 00.E STEEL CAS)
=_III=III=III III 14 24 SCHEDULE 40 PVC SLEEVE.
01
'I 14 24 OO.G UNIONGUAIRD FLUID OR APPROVED EQUAL
14 24 OO.H HYDRAULIC PLUNGER.
14 24 00.1 PLUNGER SUPPORT CHANNEL
DIVISION 31 -EARTHWORK
31 20 OOA FINISH GRADE.
07 21 OO.A a -IIII 31 20 00.8 DRAINAGE FILL
9 < IIII=
03 30 OO.B 31 20 OO.0 COMPACTED EARTH.
°
° a . bill I
DIVISION 32 - EXTERIOR IMPROVEMENTS
a a 32 13 13A CONCRETE SIDEWALK.
DIVISION 33 - UTILITIES
33 46 OOA DRAINAGE TILE.
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
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Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
EXTERIOR SECTION
SCALE: 3/4" = 1'-0"
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Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
L
C ca
c�
W
n cc O o
a
GC
L ♦�
♦.r t0
Eli
N
V L
� r
Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
Scope Drawings:
These drawings indicate the genual scope of the project
In terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanlcol and electrical systems.
The drawings do not necessarily indcate or describe all
work req ulred forfull performance and completion of the
requirements of the Contract.
On the basis of the general scone 'nd,cated or described,
the trade contractors shall furnish all Items required for the
proper execution and completion of :he work.
Revisions:
Issue
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
Date Drawn By Checked By
07/06/12 AMI JER
Drawing Title:
EXTERl R
SECTIONS
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140
CertlHed By:
uua
No.
AR00910036=
STATE OFOL=A402�11
Drawing Number:
Project Number:
11140