HomeMy WebLinkAbout05110017 Exterior Elevations Sht. A-2 Rcv. 2/1/2006 DOCS45'
35'
10'
KEYNOTES:
DIVISION 1 - GENERAL REQUIREMENTS
1.1 THESE GENERAL NOTES ARE ORGANIZED BASE UPON THE CONSTRICTION
SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT.
DIVISION 2 - SITEWORK
2.1 FINISH GRADE.
2.2 DRAINAGE FILL.
2.3 COMPACTED EARTH.
2.4 CONCRETE SIDEWALK.
DIVISION 3 - CONCRETE
3.1 CONCRETE SLAB ON VAPOR BARRIER. SEE STRUCTURAL.
3.2 CONCRETE FOOTING /FOUNDATION WALL, SEE STRUCTURAL
3.3 CONCRETE PIER. REFERENCE STRUCTURAL DRAWINGS.
3.4 PRECAST INSULATED WALL SYSTEM
3.5 STEEL RtINFORCING, REFERENCE STRUCTURAL DRAWINGS
3.6 CONCRETE CURB.
DIVISION 4 - MASONRY
4.1 HORIZONTAL JOINT REINFORCEMENT SEE STRUCTURAL PLANS.
4.2 8x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT.
4.3 8x8x16 RIBBED SPLIT -FACED CMU.
4.4 ALUMINUM FLASHING - MIN. 26 GA.
4.5 PEA GRAVEL.
4.6 8" PRECAST INSULATED PANEL SEE ELEVATIONS FOR FINISHES.
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WEST ELEVATION - BUILDING #
SCALE: 1/16" = 11-n +/_
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EAST ELEVATION - BUILDING #'
SCALE: 7/16" = 1' -0" +/.
ELEVATION NOTES:
PAINT COLORS:
COLORS ARE EXTERIOR BY
SHERWIN WILLIAMS.
COLOR 1 - SW 2073, SANDBAR.
COLOR 2 - SW 2940, BRIDGEPORT.
COLOR 3 -SW 2120, STEELY GRAY.
cs
3
. Ir. -6
40
15' 30'
�00
STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
STRUCTURAL STEEL GIRT.
DIVISION
7 - THERMAL AND MOISTURE PROTECTION
DIVISION 8 - DOORS AND WINDOWS
'I!�1i
STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
l
!
8.1
STEEL DOOR.
5.5
STEEL DECKING. REFERENCE STRUCTURAL DRAWINGS.
6" STEEL STUDS. SEE STRUCTURAL NOTES.
7.2
7.3
1 112 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
2" RIGID INSULATION.
8.2
STEEL DOOR THERMAL RATED.
5.6
5.7
4: STUDS. SEE STRUCTURAL NOTES.
6" 18 GA. STEEL STUDS 0 16" O.C., CROSS BRACING AS REQ D.
7.4
7.5
6 " MIL POLYETHYLENE VAPOR BARRIER.
6, R -19 PAPER - BACKED BATT INSULATION.
8.3
8.4
STEEL D OR FRAME.
GROUT DOOR DOOR INSTALLER.
DIVISION 5 - METALS
5.1
5.2
STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
STRUCTURAL STEEL GIRT.
DIVISION
7 - THERMAL AND MOISTURE PROTECTION
DIVISION 8 - DOORS AND WINDOWS
5.3
5.4
STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
7.1
FLUID APPLIED WATERPROOFING.
8.1
STEEL DOOR.
5.5
STEEL DECKING. REFERENCE STRUCTURAL DRAWINGS.
6" STEEL STUDS. SEE STRUCTURAL NOTES.
7.2
7.3
1 112 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
2" RIGID INSULATION.
8.2
STEEL DOOR THERMAL RATED.
5.6
5.7
4: STUDS. SEE STRUCTURAL NOTES.
6" 18 GA. STEEL STUDS 0 16" O.C., CROSS BRACING AS REQ D.
7.4
7.5
6 " MIL POLYETHYLENE VAPOR BARRIER.
6, R -19 PAPER - BACKED BATT INSULATION.
8.3
8.4
STEEL D OR FRAME.
GROUT DOOR DOOR INSTALLER.
5.8
5.9
18 GA. CLIP ANGLE.
RELIEF ANGLE
7.6
7.7
R -13 MINIMUM PAPER - BACKED BATT INSULATION.
26 qA. PREFINISH RIBBED METAL SIDING
8.5
8.6
ALUMINUM DRIP EDGE.
OVERHEAD ROLLING STEEL DOOR, W /ELEC. OPERATOR.
5.10
5.11
8 STEEL STUDS AN /OR JOISTS.
VERTICAL LADDER W 1/2 "x2 112" FLAT BAR RAIDS 18" APART W/
"0
7.8
7.9
3/4 STEEL RUNNER CHANNELS
R -12.5 MIN. POLYISOCYANURATE ROOF INSULATION.
8.7
8.8
WEATHERSTRIPPING.
ALUMINUM STOREFRONT -CLEAR ANODIZED #14
3/4 NON -SLIP RUNGS AT 12 0. . AT LEAST 7 CLEAR FROM
THE W
ALL. ANCHOR WITH 1 /2 "x2 1 /2" L- SHAPED FLAT BAR AT
7.10
7.11
BUILT -UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
LAP SEALANT.
8.9
8.10
ALUMINUM THRESHOLD.
ALUMINUM ENTRANCE W/ CLEAR ANOD #14 MEDIUM STYLE DOOR.
5.12
MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS.
7.13
COUNTER FLASHING.
811
.
8.12
1 INSULATING GLASS.
1,/4" TEMPERED GLASS.
5.13
STEEL LINTEL PAINT AND PRIME TO MATCH BRICK
7.14
PREFINISHED METAL DOWNSPOUT.
8.13
ALUMINUM FRAME CLEAR ANODIZED.
5.14
4" DIAMETER STEEL POST BOLLARD W /CONC. FILL.
7.15
ALUMINUM BOX GUTTER
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0
a
7.16
7.17
FULLY ADHERED EPDM FLEXIBLE SHEET ROOFING SYSTEM.
FLASHING WITH STAINLESS STEEL CLAMP RING.
DIVISION
9 - FINISHES
7.18
PREMANUFACTURED AND PREFINISHED METAL GRAVEL STOP
WITH CONTINUOUS HOLD DOWN CLIP.
9.1
9.2
5/8" FIBERGLASS REINFORCED EXTERIOR GYPSUM BOARD SHEATHING.
5/8" gYPSUM WALL BOARD.
7.19
PREMANUFACTURED AND PREFINISHED METAL COPING WITH
9.3
3 5/8 x 25 GA. METAL STUDS Q 16" O.C.
DIVISION
6 - WOOD AND PLASTICS
7.20
PREFABRICATED ANCHOR PLATE.
PREFINISHED METAL FLASHING
9.4
9.5
6" x 25 GA. METAL STUDS 0 16 O.C.
MMVUAL STUD KICKERS AS REQUIRED.
6.1
TREATED WOOD BLOCKING.
7.21
7.22
SEALANT WITH BACKER ROD.
SEALANT JOINT.
9.6
9.7
J MOLD EDGE TRIM.
1/2* RESILIENT CHANNEL
6.2
6.3
WOOP SHIM.
3/4
7.23
ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
9.8
ACOUSTICAL BLANKETS
6.4
6.5
WOD BLOCKING.
PLASTIC LAMINATE ON 3/4" PARTICLE BOARD, ALL EXPOSED SURFACES.
7.25
SPRAY -ON FIR E PROOFING TO ACHIEVE 1 HR. RATING ON STRUCTURAL
STEEL MEMBERS AND 1 HR. RATING ON METAL ROOF DECK.
9.10
9.11
SYSPENDED GYPSUM BOARD CEILING.
4 Z5 GA "CH STUDS 0 24 O.C. WITH
6.6
6.7
3/4 PLYWOOD.
WOOD FRAMING PER SIZE NOTED
7.26
7.27
LAT ,X TOPPING TO ACHIEVE POSITVF DRAINAGE.
5/8 CEMENT BOARD
9.12
1" GYPSUM LINER PANEL
3/4 MET. FURRING
6.8
FIRE - TREATED WOOD
7.28
7 90
3Z4. INSULATION BOARD SHEATHIN 'j.
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9.13
9.14
^ ,V
ACOUSTICAL SEALANT
1 1 2" 25 GA. METAL FRAMING.
r- /„b ,..,........ .. - - - - -- - - -
WEST ELEVATION - BUILDING #2
SCALE: 7/16" =1' -0" H•
EAST ELEVATION - BUILDING #2
SCALE: 7116" =1' -0" ./-
i
45'
130' -5"
40' -5" 45'
SCALES
NORTH ELEVATION - BUILDING #1
SCALE: 1/76" = 7' -0" +/_
DIVISION 10 - SPECIALTIES
1u.1 DOOR OR WALL SIGNAGE
10.2 FIRE EXTINGUISHER CABINET
DIVISION 11 - EQUIPMENT
11.1 4" DIAMETER STEEL PIPE BOLLARD W /CONCRETE FILL
DIVISION 15 - MECHANICAL - ALL PLANS BY OTHERS.
15.1 HVAC UNIT - SUSPENDED
15.2 INTAKE OR EXHAUST GRILLE. SEE HVAC DRAWINGS.
15.3 PLUMBING WASTE PIPING, SEE PLUMBING DRAWINGS.
15.4 FAUCET SET - SINGLE LEVER
15.5 STEEL SINK BOWL
15.6 METERS
15.7 FLUSH VALVE TOILET
7.14
NUK I h ENTRY SIDE ELEVATION - BUILDING #2
SCALE: 1H6 "= 1' -0 " +l•
SOUTH ELEVATION - BUILDING #2
SCALE: 7 /16" =1' -0" +I-
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D.E.A.
REVISIONS
1/20/06
DATE
12/9/05
PROJECT NO.
05 -12
SHEET TITLE
ELEVATIONS
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D.E.A.
REVISIONS
1/20/06
DATE
12/9/05
PROJECT NO.
05 -12
SHEET TITLE
ELEVATIONS
SHEET
A=3