HomeMy WebLinkAbout05110017 Exterior Elevations Sht. A-3 Rcv. 3/22/2006 DOCSn
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KEYNOTES:
DIVISION 1 - - GENERAL REQUIREMENTS
1.1 THESE GENERAL NOTES APE ORGANIZED BASE UPON THE CONSTRUCTION
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 FOOTIN%FOUNDATION WALL, SEE STRUCTURAL
3.3 CONCRETE PIER. REFERENCE STRUCTURAL DRAWINGS.
3.4 PRECAST INSULATED WALL SYSTEM
3.5 STEEL REINFORCING, 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.
WEST ELEVATION - BUILDING A
SCALE: 1N6 "= 7' -0" +/- Ah
cl
EAST ELEVATION - BUILDING #'
SCALE: 9 /55" = 7' -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.
DIVISION 5 - METALS
5.1 STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
5.2 STRUCTURAL STEEL GIRT.
5.3 STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
5.4 STEEL DECKING. REFERENCE STRUCTURAL DRAWINGS.
5.5 6' STEEL STUDS. SEE STRUCTURAL NOTES.
5.6 4" STEEL STUDS. SEE STRUCTURAL NOTES.
5.7 6' 18 GA. STEEL STUDS 0 16" O.C., CROSS BRACING AS REQ'D.
5.8 18 GA. CLIP ANGLE.
5.9 R ;LIEF ANGLE
5.10 8 STEEL STUDS AN /OR )GISTS.
5.11 VE JICAL LADDER W 1 [2 x2 112- FLAT BAR RAIDS 18" APART W/
3 4 0 NON -SLIP R NGS AT j,2 0.. AT LEAST 7 CLEAR FROM
E WALL ANCHOR WITH 1/2 x2 1 %r2" L- SHAPED FLAT BAR AT
51-0 O.C. MAXIMUM.
5.12 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS.
5.13 STEEL UNTEL PAINT AND PRIME TO MATCH BRICK
5.14 4' DIAMETER STEEL POST BOLLARD W /CONC. FILL.
DIVISION 6 - WOOD AND PLASTICS
6.1 TREATED WOOD BLOCKING.
6.3 3 /�pTREATED EXTERIOR GRADE PLYWOOD SHEATHING.
6.4 WOOD BLOCKING.
6.5 �,�TIC LAMINATE ON 3/4' PARTICLE BOARD, ALL EXPOSED SURFACES.
6.7 300D PLYWOOD. PER SIZE NOTED
6.8 FIRE- TREATED WOOD
DIVISION
7 - THERMAL AND MOISTURE PROTECTION
DIVISION 8 - DOORS AND WINDOWS
7.1
FLUIQ APPLIED WATERPROOFING.
A3 A.': ;.01.9 i' r� 0
STEEL DOOR.
7.2
1 1 2 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
8.2.
�
7.3
2" IGID INSULATION.
A
STEEL DOOR FRAME.
i
6 MIL POLYETHYLENE VAPOR BARRIER.
8.4
It
7.5
6 ", R -19 PAPER - BACKED BATT INSULATION.
8.5
ALUMINUM DRIP EDGE.
7.6
R -13 MINIMUM PAPER - BACKED BATT INSULATION.
8.6
OVERHEAD ROLLING STEEL DOOR, W /ELEC. OPERATOR.
7.7
26 �k PRFINISH RIBBED METAL SIDING
8.7
WEATHERSTRIPPING.
DIVISION 5 - METALS
5.1 STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS.
5.2 STRUCTURAL STEEL GIRT.
5.3 STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS.
5.4 STEEL DECKING. REFERENCE STRUCTURAL DRAWINGS.
5.5 6' STEEL STUDS. SEE STRUCTURAL NOTES.
5.6 4" STEEL STUDS. SEE STRUCTURAL NOTES.
5.7 6' 18 GA. STEEL STUDS 0 16" O.C., CROSS BRACING AS REQ'D.
5.8 18 GA. CLIP ANGLE.
5.9 R ;LIEF ANGLE
5.10 8 STEEL STUDS AN /OR )GISTS.
5.11 VE JICAL LADDER W 1 [2 x2 112- FLAT BAR RAIDS 18" APART W/
3 4 0 NON -SLIP R NGS AT j,2 0.. AT LEAST 7 CLEAR FROM
E WALL ANCHOR WITH 1/2 x2 1 %r2" L- SHAPED FLAT BAR AT
51-0 O.C. MAXIMUM.
5.12 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS.
5.13 STEEL UNTEL PAINT AND PRIME TO MATCH BRICK
5.14 4' DIAMETER STEEL POST BOLLARD W /CONC. FILL.
DIVISION 6 - WOOD AND PLASTICS
6.1 TREATED WOOD BLOCKING.
6.3 3 /�pTREATED EXTERIOR GRADE PLYWOOD SHEATHING.
6.4 WOOD BLOCKING.
6.5 �,�TIC LAMINATE ON 3/4' PARTICLE BOARD, ALL EXPOSED SURFACES.
6.7 300D PLYWOOD. PER SIZE NOTED
6.8 FIRE- TREATED WOOD
DIVISION
7 - THERMAL AND MOISTURE PROTECTION
DIVISION 8 - DOORS AND WINDOWS
7.1
FLUIQ APPLIED WATERPROOFING.
8.1
STEEL DOOR.
7.2
1 1 2 PERIMETER EXTRUDED POLYSTYRENE INSULATION.
8.2.
STEEL DOOR - THERMAL RATED.
7.3
2" IGID INSULATION.
8.3
STEEL DOOR FRAME.
7.4
6 MIL POLYETHYLENE VAPOR BARRIER.
8.4
GROUT BY DOOR INSTALLER.
7.5
6 ", R -19 PAPER - BACKED BATT INSULATION.
8.5
ALUMINUM DRIP EDGE.
7.6
R -13 MINIMUM PAPER - BACKED BATT INSULATION.
8.6
OVERHEAD ROLLING STEEL DOOR, W /ELEC. OPERATOR.
7.7
26 �k PRFINISH RIBBED METAL SIDING
8.7
WEATHERSTRIPPING.
7.8
3/4 STEEL RUNNER CHANNELS
8.8
ALUMINUM STOREFRONT -CLEAR ANODIZED #14
7.9
R -12.5 MIN. POLYISOCYANURATE ROOF INSULATION.
8.9
ALUMINUM THRESHOLD.
7.10
BUILT -UP INSULATION TO ACHIEVE POSITIVE DRAINAGE.
8.10
ALUMINUM ENTRANCE W/ CLEAR ANOD #14 MEDIUM STYLE DOOR.
7.11
LAP SEALANT.
8.11
1 INSULATING GLASS.
7.12
TERMINATION BAR.
8.12
1/4 TEMPERED GLASS.
7.13
COUNTER FLASHING.
8.13
ALUMINUM FRAME CLEAR ANODIZED.
7.14
PREFINISHED METAL DOWNSPOUT.
7.15
ALUMINUM BOX GUTTER
. 7.16
FULLY ADHERED EPDM FLEXIBLE SHEET ROOFING SYSTEM.
DIVISION 9 - FINISHES
7.18
NUWITED PEFl S ETL PREMAFACURD ANR PREFINISHED STOP
9.1
5/8; FIBERGLASS REINFORCED EXTERIOR GYPSUM BOARD SHEATHING.
WITH CONTINUOUS HOLD DOWN CLIP.
9.2
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.
PREFABRICATED ANCHOR PLATE.
9.4
6 x 25 GA. METAL STUDS 0 16 O.C.
7.20
PREFINISHED METAL FLASHING
9.5
Y AL STUD KICKERS AS REQUIRED.
7.21
SEALANT WITH BACKER ROD.
9.6
J MOLD EDGE TRIM.
7.22
SEALANT JOINT.
9.7
1/2" RESILIENT CHANNEL
7.23
ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT.
9.8
ACOUSTICAL BLANKETS
7.24
WATER CUT -OFF MASTIC SEALANT.
9.9
PAINTED FINISH.
7.25
SPRAY -ON FIRE PROOFING TO ACHIEVE 1 HR. RATING ON STRUCTURAL
9.10
SUSPENDED GYPSUM BOARD gEILING.
"CH
STEEL MEMBERS AND 1 HR. RATING ON METAL ROOF DECK.
9.11
4 Z5 GA. STUDS. ® 24 O.C. WITH 1" GYPSUM LINER PANEL
7.26
LATE( TOPPING TO ACHIEVE POSITIVE DRAINAGE.
9.12
3[4 MET. FURRING
7.27
5/8" CEMENT BOARD
9.13
ACCOUSICAL SEALANT
7.28
3/4 INSULATION BOARD SHEATHING.
9.14
1/112- v25, ,GA;.,METAL FRAMING. ,d-T, ,�� ���,f. r..,T
DIVISION 10 - SPECIALTIES
10.1 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
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WEST ELEVATION - BUILDING #2
SCALE: 7116" = 7' -0" +1-
EAST ELEVATION - BUILDING #2
SCALE: 1N6" =1' -0" +l-
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„o•s- NORTH ELEVATION - BUILDING #1
SCALE: 7H6 "= 1•=O••M-
45' 40' -5" 45'
SCALE: 1116" =1' -0 " +/- igns
NORTH ENTRY SIDE ELEVATION - BUILDING #2
SCALE: 1116" =1' -0" H.
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SOUTH ELEVATION - BUILDING #2
SCALE: 1116" =1' -0" +/.
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WEST ELEVATION - BUILDING #2
SCALE: 7116" = 7' -0" +1-
EAST ELEVATION - BUILDING #2
SCALE: 1N6" =1' -0" +l-
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„o•s- NORTH ELEVATION - BUILDING #1
SCALE: 7H6 "= 1•=O••M-
45' 40' -5" 45'
SCALE: 1116" =1' -0 " +/- igns
NORTH ENTRY SIDE ELEVATION - BUILDING #2
SCALE: 1116" =1' -0" H.
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SCALE: 1116" =1' -0" +/.
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DRAWN
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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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DRAWN
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D.E.A.
REVISIONS
1/20/06
DATE
12/9/05
PROJECT NO.
05 -12
SHEET TITLE
ELEVATIONS
SHEEP
A=3