20-102338-Planset-06-19-2020-V16/12/2020 12:42:41 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM SOUTHEAST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
6/12/2020 12:43:03 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM NORTHEAST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
6/12/2020 12:43:03 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM NORTHEAST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
6/12/2020 12:43:03 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM NORTHWEST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
6/12/2020 12:44:07 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM NORTHEAST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
6/12/2020 12:44:28 PMDATE: 06.15.20
MAIN CAMPUS
LAKEHAVEN WATER AND SEWER DISTRICT
VIEW FROM NORTHWEST
PROJECT: a18-069 -LAKEHAVEN WATER AND SEWER DISTRICT
NORTH
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
REVISION
C.O.S. = center of structure
F.O.S. = face of structure
(E) = existing
WALL SECTION
GRID LINE DESIGNATION
BUILDING SECTION
DETAIL
REVISION
MATCHLINE
NORTH ARROW
01
A
ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION
MATCHLINE
6B
A300
10B
A400
10B
A500
3B
A700
1
A601
3A
10A 5A
7A
01
A
F.O.S.
C.O.S.F.O.S.C.O.S.F.O.S.
C.O.S.F.O.S.C.O.S.P R O J E C T I N F O R M A T I O N
BUILDING AREA
FIRST FLOOR 22,214 SQ FT
SECOND FLOOR 19,390 SQ FT
TOTAL 41,604 SQ FT
G E N E R A L N O T E S
1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE
CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY
UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT
ANY DISCREPANCIES WITH DRAWINGS.
4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING
WITH ANY WORK OR FABRICATION.
6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM
QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED
DETAIL FOR GUIDANCE AND APPROVAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK
AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND
STRUCTURAL SUPPORT FOR DUCTS, PIPES, CONDUITS AND EQUIPMENT.
9. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION, FACE OF CONCRETE, FACE OF MASONRY,
FACE OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED.
10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING AND
ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING.
11. REPAIR / REPLACE EXISTING WALL FLOOR AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING
COURSE OF CONSTRUCTION.
12. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK CAP ALL EXISTING UTILITIES (PLUMBING,
ELECTRICAL AND MECHANICAL) BEHIND WALLS FLOORS, ETC.
13. SUSPENDED CEILINGS TO BE DESIGNED FOR SEISMIC DESIGN CATEGORY D, E, OR F.
14. REFER TO SHEET A600 FOR STANDARD CASEWORK DETAILS AND PLUMBING FIXTURE AND TOILET ACCESSORIES MOUNTING HEIGHTS.
S U P P L E M E N T A L D R A W I N G S
SITE DEVELOPMENT DRAWINGS ISSUED IN SEPARATE SUPPLEMENTAL
DRAWING PACKAGE.
SITE DEVELOPMENT DRAWINGS
SIGNAGE DRAWINGS WILL BE ISSUED IN SEPARATE SUPPLEMENTAL
DRAWING PACKAGE DURING DD PHASE.
SIGNAGE DRAWINGS
AUDIO AND VIDEO SYSTEM DRAWINGS WILL BE ISSUED BY OWNER IN
SEPARATE SUPPLEMENTAL DRAWING PACKAGE DURING CD PHASE.
AUDIO AND VIDEO SYSTEM DRAWINGS
FIXTURES, FURNITURE AND EQUIPMENT (FFE) DRAWINGS WILL BE ISSUED
IN SEPARATE SUPPLEMENTAL DRAWING PACKAGE DURING DD PHASE.
FIXTURES, FURNITURE AND EQUIPMENT (FFE) DRAWINGS
SECURITY SYSTEM DRAWINGS WILL BE ISSUED BY OWNER IN SEPARATE
SUPPLEMENTAL DRAWING PACKAGE DURING CD PHASE.
SECURITY SYSTEM DRAWINGS
PUBLIC ANNOUNCEMENT (PA) SYSTEM DRAWINGS WILL BE ISSUED
BY OWNER IN SEPARATE SUPPLEMENTAL DRAWING PACKAGE
DURING CD PHASE.
PUBLIC ANNOUNCEMENT (PA) SYSTEM DRAWINGS
INTERIORSSTRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER FIRE PROTECTION ENGINEER
N.T.S.
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: BRIAN WHITE
PHONE: 253.383.3257
BRIANW@HULTZBHU.COM
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
CONTACT: DIANE BARRINGER
PHONE: (253) 922-9037
DIANEB@HELIXDESIGNGROUP.NET
NORTH NORTH
S Y M B O L S
S H E E T I N D E XV I C I N I T Y M A PA R E A M A P
GENERAL DRAWINGS
ARCHITECTURAL DRAWINGS
design group
Ó HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from
Helix Design Group
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
AMERICAN INSTITUTE OF ARCHITECTS
PLOTTED:FILE PATH:6/14/2020 9:16:36 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvtSCHEMATIC DESIGN
31627 - 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
06.15.20 a18-069
G001
COVER SHEET
FEDERAL WAY, WASHINGTON
SUBMITTAL
SCHEMATIC DESIGN
PROJECT: a18-069 -LAKEHAVENLAKEHAVEN WATER AND SEWER DISTRICT
MAIN CAMPUS
HEADQUARTERS ADMINISTRATION BUILDING B1
BUILDING B1
LAKEHAVEN
MAIN CAMPUS
PROJECT LOCATION
MECHANICAL DRAWINGS
LAKEHAVEN WATER & SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
CONTACTS:
KEN MILLER
PHONE: (253)946-5405
MOLLY DU
PHONE: (253) 946-5400
OWNER
AREA OF WORK
N.T.S.
STRUCTURAL DRAWINGS
E001 ELECTRICAL LEGENDS AND GENERAL NOTES
E201 FIRST FLOOR PLAN - LIGHTING
E202 SECOND FLOOR PLAN - LIGHTING
E301 FIRST FLOOR PLAN - POWER AND SYSTEMS
E302 SECOND FLOOR PLAN - POWER AND SYSTEMS
E303 ENLARGED ELECTRICAL POWER PLANS
E501 ONE LINE DIAGRAM
M001 LEGEND AND NOTES
M002 ENERGY CODE NOTES
M003 SCHEDULES
M004 SCHEDULES
M301 PLUMBING PLAN - FIRST FLOOR
M302 PLUMBING PLAN - SECOND FLOOR
M303 PLUMBING PLAN - ROOF
M401 HVAC ZONING PLAN - FIRST FLOOR
M402 HVAC ZONING PLAN - SECOND FLOOR
M403 HVAC PLAN - ROOF
S100 FOUNDATION PLAN
S101 FLOOR FRAMING PLAN
S110 ROOF FRAMING PLAN
S111 ROOF ROTUNDA AND CANOPY PLANS
S201 FOUNDATION DETAILS
S301 FLOOR FRAMING DETAILS
S401 ROOF FRAMING DETAILS
A100 FLOOR PLAN - FIRST FLOOR
A101 FLOOR PLAN - SECOND FLOOR
A110 ROOF PLAN
A120 REFLECTED CEILING PLAN - FIRST FLOOR
A121 REFLECTED CEILING PLAN - SECOND FLOOR
A180 FFE PLAN - FIRST FLOOR
A181 FFE PLAN - SECOND FLOOR
A182 FFE PLAN - ALTERNATE LAYOUTS
A183 FFE SCHEDULES AND LEGENDS
A200 SCHEDULES
A201 SCHEDULES
A300 EXTERIOR ELEVATIONS
A400 BUILDING SECTIONS
G001 COVER SHEET
G010 PICTORIAL VIEWS
G011 PICTORIAL VIEWS
G020 GENERAL NOTES
G040 COLORS AND MATERIALS SCHEDULE
G060 CODE ANALYSIS
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: ANDREW MCEACHERN
PHONE: 253.383.2422
AMCEACHERN@AHBL.COM
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: ERIC ROBERTS
PHONE: 253.383.3257
ERICR@HULTZBHU.COM
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: BRIAN WHITE
PHONE: 253.383.3257
BRIANW@HULTZBHU.COM
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
PHONE: (253) 922-9037
CONTACTS:
JEFF BLACHOWSKI
PROJECT MANAGER
EUN BACKSTROM
PROJECT ARCHITECT
ARCHITECT
LYDIG CONSTRUCTION
3180 139TH AVE SE
SUITE 110
BELLEVUE, WA 98005
CONTACTS:
GLYN SLATTERY
PHONE: (425) 885-3314
TIM CASAD
PHONE: (425) 885-3314
GENERAL CONTRACTOR
ELECTRICAL DRAWINGS
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
10A ISOMETRIC VIEW - SOUTHWEST
5F ISOMETRIC VIEW - NORTHWEST5AISOMETRIC VIEW - NORTHEAST
10F ISOMETRIC VIEW - SOUTHEAST
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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G010
PICTORIAL
VIEWS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:13:28 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
G011
PICTORIAL
VIEWS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
7A PERSPECTIVE VIEW - NORTHWEST - EYE LEVEL
5A PERSPECTIVE VIEW - NORTHEAST - EYE LEVEL
3A PERSPECTIVE VIEW - SOUTHEAST - EYE LEVEL
10A PERSPECTIVE VIEW - SOUTWEST - EYE LEVEL
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
MATERIALS LEGEND
PATTERNMATERIAL
CONCRETE (ARCHITECTURAL)
refer to schedule for
color and finish,
rustication joint pattern
per elevations
VERTICAL METAL SIDING (VMS)
refer to schedule for
color and finish
ARCHITECTURAL WALL PANELS (AWP)
refer to schedule for
color and finish, reveal
pattern per
elevations
PRECAST ARCHITECTURAL CONCRETE (PAC)
refer to schedule for
color and finish, joint
pattern per elevations
BRICK MASONRY UNIT (BRK)
refer to schedule for
color and finish, brick
pattern per elevations
GLAZING
refer to schedule,
glass type GL-1,
clear glass
SG = safety glass
GLAZING
refer to schedule,
glass type GL-2,
tinted glass
SG = safety glass
GL-1
GL-2
refer schedule for
color and finish,
reveal pattern per
elevations
ALUMINUM COMPOSITE MATERIAL (ACM)
EXTERIOR FINISH SCHEDULE
PRECAST ARCHITECTURAL CONCRETE (PAC)
STANDING SEAM METAL ROOFING (SSMR) FACTORY FINISH
METAL FLASHING AND TRIM FACTORY FINISH
BRICK MASONRY UNIT (BRK) [2]
STOREFRONT SYSTEM AND ENTRANCE DOORS (SFS)
1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. FOOTNOTES:
[1] ANODIZED FINISH.
[2] BRICK MASONRY UNIT: MUTUAL MATERIALS. ECON STRETCHER. 4-4-12 NOMINAL.
(STRETCHER: 3.5x3.5x11.5)
[3] ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS)
3. GENERAL NOTES:
(1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
ARCHITECTURAL CONCRETE (VERTICAL) CLEAR SEALER (GRAFFITI CONTROL)
ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER
METAL FABRICATIONS (MF) PAINT
ARCHITECTURAL WALL PANELS (AWP)
METAL GUTTERS AND DOWNSPOUTS FACTORY FINISH
LOUVERS (LVR)
HOLLOW METAL DOORS AND FRAMES PAINT
FACTORY FINISH [1]
ALUMINUM FLASHING AND TRIM FACTORY FINISH [1]
VERTICAL METAL SIDING (VMS) FACTORY FINISH
FACTORY FINISH
BOLLARDS (STEEL)PAINT
CLEAR SEALER (GRAFFITI CONTROL)
METAL SOFFIT PANEL (MSP) FACTORY FINISH
SUNSHADE BLADE (SB)FACTORY FINISH [1]
FACTORY FINISH [1]
METAL ROOFING PANEL (MRP) FACTORY FINISH
CURTAIN WALL SYSTEM (CWS)FACTORY FINISH [1]
ALUMINUM COMPOSITE MATERIAL (ACM) FACTORY FINISH
STRUCTURAL STEEL FRAMING (STL) PAINT
CLEAR SEALER (GRAFFITI CONTROL)
SYMBOL AND TEXT
EXTERIOR ELEVATION LEGEND
DESCRIPTION
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
LOUVER
louver type designation, refer
to louver schedule
STOREFRONT SYSTEM
storefront type designation,
refer to storefront schedule
L1
SF1
W1
T.O.F.
CURTAIN WALL SYSTEM
curtain wall type designation,
refer to curtain wall schedule
CW1
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
ON SHEET G030 FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
3. PAINT ALL EXPOSED CONDUITS AND PIPES;
MATCH COLOR OF ADJACENT MATERIAL.
H.B.
F.E.
E.P.
F.D.
D.F.
T.O.B. = top of bearing
T.O.F. = top of floor
R100
SYMBOL AND TEXTDESCRIPTION
ROOM IDENTIFICATION
DOOR
RELITE
ELEVATION
OCCUPANT LOAD
EXIT LOAD
FLOOR DRAIN
FIRE EXTINGUISHER AND CABINET
FLOORING MATERIAL CHANGE
ELECTRICAL PANEL
HOSE BIB
DRINKING FOUNTAIN
JANITORS SINK
ACCENT WALL
DOWNSPOUT
room name
room number
door number, min
door strike side
clearance
distances
relite number
surface type designation
room occupant count
exit occupant count
sloped floor
fire extinguisher and
semi-recess cabinet,
fire rated cabinet at
fire rated walls
transition line,
flooring type
recessed panel
ADA accessible
wall accent color
PT-A
refer to plan for size
and locations D.S.
ROOM
NAME
100
FLOOR PLAN LEGEND
MIN
1'-6"
6"1'-0"
R.L.
ROOF LEADER
refer to plan for locations
O.R.L.
OVERFLOW ROOF LEADER
install cow tongue (shaped)
solid brass spout at face
of wall, refer to plan for
locations
WORK POINT
building corner, starting
building layout reference
point 101STRUCTURAL COLUMN
centered on grid line,
centered in wall
000
WP
00
F.D.level floor
CPTVCT
square corner janitor
floor sink
refer to plan for
locations
T.O.F.
SYMBOL AND TEXTDESCRIPTION
INTERIOR FINISHES LEGEND
NATURAL CONCRETE
light broom finish,
natural grey color,
48"x48" joint pattern
COLORED CONCRETE
light broom finish,
integral color, 48"x48"
joint pattern, 1/4 turn
pattern
TILE FLOORING
tile flooring type TL-1
18"x18" running bond
pattern
WALK OFF MAT
recessed walk off
mat system
CONC-1
CONC-2
TL-1
TILE FLOORING
tile flooring type TL-2
24"x24" stack bond
pattern TL-2
WOM-1
VCT CPT
FLOORING MATERIAL CHANGE
transition line,
flooring type
CORNER GUARD
stainless steel
corner guard
CG
HARDWOOD WALL PANELING
hardwood wall paneling,
full height, hardwood
type per specifications
WALL COVERING
wall covering, full
height, fabric
type
WD-1
WC-1
ACCENT WALL
gwb wall finish,
painted accent
wall, color type PT-1
ARCHITECTURAL POLISHED CONCRETE (APC)
architectural polished
concrete, integral
colored, tooled joints APC-1
SYMBOL AND TEXTDESCRIPTION
CEILING LEGEND
CEILING IDENTIFICATION
SOFFIT
room number
material
ceiling height
material
description
height
SUSPENDED ACOUSTICAL CEILING SYSTEM
2'x2' tiles, refer to
plan for grid starting
point, otherwise center
layout in space
GWB
SOFFIT
8'-0"
SUSPENDED ACOUSTICAL CEILING SYSTEM
2'x4' tiles, refer to
plan for grid starting
point, otherwise center
layout in space
ACT-1
8'-0"
101
SLOPED CLG
1:12
SLOPED CEILING IDENTIFICATION
direction indicator,
rise/run, refer to plan
for ceiling heights and
starting point
FLUSH ACCESS PANEL
refer to plan for size
and locations
SUSPENDED GWB CEILING SYSTEM
suspended gwb ceiling
and soffit system
SUSPENDED WOOD CEILING SYSTEM
2'x2' wood panels,
concealed suspended
ceiling system
SUSPENDED METAL PANEL CEILING SYSTEM
2'x2' metal panels,
concealed suspended
ceiling system
FULL HEIGHT WALLS
bearing walls extend to
top of bearing elevation
or height indicated on
wall sections
non-bearing partitions
extend to underside of
floor/roof deck
INTERIOR PARTITIONS
interior (non-bearing)
partitions extend 6 inches
above ceilings and soffits
WCS
GWB
refer schedule for
color and finish,
reveal pattern per
elevations
ALUMINUM COMPOSITE MATERIAL (ACM)
ACT
ACT
MCP
ACM
SYMBOL AND TEXTDESCRIPTION
ROOF PLAN LEGEND
ROOFING IDENTIFICATION
ROOF RIDGE
SLOPE IDENTIFICATION
HVAC UNIT
ROOF SUMP AREA
material type
ridge line
direction indicator,
rise/run
unit number,
unit weight,
unit dimensions,
hvac unit on 12" ht
built-up curb with
flashing
2" deep recessed level
sump area
SINGLE-PLY
MEMBRANE
ROOFING
RIDGE
SLOPE
1/2:12
ROOF ACCESS HATCH
48"x48" (min 16 sq ft),
cricket at upside of
roof slope
1000 LBS.
72"x60"
UNIT 1
4'-0"2'-0"ROOF DRAIN
OVERFLOW ROOF DRAIN
ROOF PLANE CHANGE
description, change in
sloped roof planes
VALLEY
ROOF CRICKET
sloped (cricket)
roof plane
PARAPET WALL
parapet wall
ROOF PARAPET THROUGH-WALL SCUPPERS
4'-0"2'-0"2" deep recessed
level sump area,
through-wall sheet
metal scuppers
and collector head
primary scupper:
8" wide x 4" height
(minimum size)
secondary overflow scupper:
8" wide x 4" height
(minimum size)
WALL TYPE 1
WALL TYPE 2
WALL TYPE 3
3 5/8" METAL STUDS
@ 16" O.C.
6" METAL STUDS
@ 16 O.C.
8" METAL STUDS
@ 16" O.C.
SYMBOL AND TEXTDESCRIPTION
WALL TYPES
WALL TYPE 5
CAST-IN-PLACE CONCRETE
WALL TYPE 6
BRICK MASONRY VENEER
WALL TYPE 7
6" C-H METAL STUDS
@ 24" O.C. (SHAFTWALL)
WALL TYPE 4
12" METAL STUDS
@ 16" O.C.
WALL TYPE 8
4" C-H METAL STUDS
@ 24" O.C. (SHAFTWALL)
NOTE
GENERAL NOTES
1. REFER TO SHEET FOR STANDARD
ABBREVIATIONS LIST.
2. EXTEND INTERIOR (NON-BEARING) WALLS
6 INCHES ABOVE CEILINGS AND SOFFITS.
REFER TO DETAIL ON SHEET A720 FOR
HEAD CONDITION. REFER TO DETAIL ON
SHEET A720 FOR FULL HEIGHT WALLS
(NON-BEARING) HEAD CONDITION.
3. REFER TO DETAIL ON SHEET A720 FOR
BRACING REQUIREMENTS OF SUSPENDED
CEILINGS.
NOTE
GENERAL NOTES
1. REFER TO SHEET FOR STANDARD
ABBREVIATIONS LIST.
2. PROVIDE RAISED CURBS FOR ROOF
MOUNTED HVAC UNITS.
3. MAINTAIN A MINIMUM OF 1/4:12 SLOPE
AT ROOF CRICKETS.
4. PAINT ALL HVAC UNITS WHERE SCREENS
ARE NOT PROVIDED.
SYMBOL AND TEXT
BUILDING SECTION LEGEND
DESCRIPTION
NOTESYMBOL
BUILDING SECTION NOTES
BS01 +
+
+
W1
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
FOR ASSEMBLY TYPES.
2. REFER TO SHEET G030 FOR STANDARD
ABBREVIATIONS LIST.
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
T.O.F.
NOTESYMBOL
EXTERIOR ELEVATION NOTES
E01 SHADOW BOX TRIM: ALUMINUM PLATE
(1/4" THICKNESS) AT HEADS, JAMBS
AND SILLS. (ALUM-2)
NOTESYMBOL
+
+
+
F01
FLOOR PLAN NOTES
NOTESYMBOL
EXPOSED ROOF STRUCTURE ABOVE.
STRUCTURAL STEEL FRAMING AND
METAL DECKING. PAINT.
C01
CEILING PLAN NOTES
NOTESYMBOL
+
+
+
R01
ROOF PLAN NOTES
NOTE
GENERAL NOTES
1. REFER TO SHEET FOR STANDARD
ABBREVIATIONS LIST.
2. INSTALL SOUND BATT INSULATION AT ALL
INTERIOR (STUD) WALLS.
3. PROVIDE HARDWOOD SILL AND APRON AT
ALL STOREFRONT SYSTEM, WINDOW WALL
SYSTEM AND CURTAIN WALL SYSTEM SILLS.
4. PROVIDE WALL MOUNTED STAINLESS STEEL
HANDRAILS AT ALL STAIRS. BOTH SIDES
OF STAIRS.
5. INSTALL SAFETY STAIR TREAD NOSINGS
AT ALL STAIRS.
6. PROVIDE TUBE STEEL COLUMN SUPPORT
AT ALL PARTIAL HEIGHT WALLS.
NOTESYMBOL
+
+
+
IF01
INTERIOR FINISHES NOTES
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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G020
GENERAL
NOTES
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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G040
COLORS AND
MATERIALS
SCHEDULE
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
COLORS AND MATERIALS SCHEDULE
NOTES
[1] ELEVATOR FINISHES:
INTERIOR FINISHES PACKAGE: INPRO CABS. TITAN SERIES.
DOOR: STAINLESS STEEL. (SS-1)
FRAME: STAINLESS STEEL. (SS-1)
FRONT RETURN: STAINLESS STEEL. (SS-1) FULL WIDTH WRAP AROUND.
WALL PANELS: PLASTIC LAMINATE (PLAM-x).
CEILING: METAL PAN. FACTORY FINISH. DOWNLIGHTS.
FLOORING: TILE. (TL-x)
BASE: STAINLESS STEEL. (SS-1)
HANDRAILS: STAINLESS STEEL. (SS-1)
SILL: NICKEL SILVER.
PROVIDE 1-1/2" DIAMETER CONTINUOUS HANDRAILS @ SIDE PANELS AND BACK PANEL.
COLORS AND MATERIALS SCHEDULE
SPECIFICATIONS NOTES
GENERAL NOTES:
1. SPECIFICATIONS: REFER TO SHEET G050 FOR SPECIFICATIONS OF MATERIALS AND PRODUCTS NOT INCLUDED WITHIN THE COLORS AND MATERIALS SCHEDULE.
FOOTNOTES:
[A] ARCHITECTURAL WALL PANEL (AWP-1): FUNDERMAX. RAINSCREEN SYSTEM. PRODUCT: MAX COMPACT EXTERIOR. MAX COMPACT AUTHENTIC F-QUALITY.
[B] XXXXXX
[X] INTERIOR FINISH CARPENTRY: PERFORM WORK IN ACCORDANCE WITH AWS/AWI PREMIUM GRADE QUALITY STANDARDS.
[X] FLUSH WOOD DOORS AND FRAMES: PERFORM WORK IN ACCORDANCE WITH AWS/AWI PREMIUM GRADE QUALITY STANDARDS.
[X] MANUFACTURED WOOD CASEWORK: PERFORM WORK IN ACCORDANCE WITH AWS/AWI PREMIUM GRADE QUALITY STANDARDS.
[X] HOLLOW METAL DOORS AND FRAMES: PROVIDE THE BEST COMMERCIAL QUALITY COMPLYING WITH STEEL DOOR INSTITUTE (SDI) SPECIFICATIONS AND STANDARDS. FLUSH PANEL SEAMLESS DESIGN.
MITERED CORNERS AND FULLY-WELDED FRAMES.
[X] PAINTING: ALL WORK SHALL BE “PREMIUM GRADE IN ACCORDANCE WITH MASTER PAINTERS INSTITUTE (MPI) ARCHITECTURAL PAINTING SPECIFICATIONS MANUALS.
SYMBOL MATERIAL MANUFACTURER SPECIFICATIONS COLOR / PATTERN / TYPE LOCATION
DIVISION 3 - CONCRETE
APC-1 ARCHITECTURAL POLISHED CONCRETE DIAMOND POLISHING SYSTEMS
APC-2 ARCHITECTURAL POLISHED CONCRETE DIAMOND POLISHING SYSTEMS
CONC-1 ARCHITECTURAL CONCRETE EXPOSED VERTICAL SURFACES
CONC-2 ARCHITECTURAL CONCRETE -EXPOSED HORIZONTAL SURFACES
CONC-3 ARCHITECTURAL CONCRETE -
CONC-4 ARCHITECTURAL CONCRETE
CONC-5 ARCHITECTURAL CONCRETE
PAC-1 PRECAST ARCHITECTURAL CONCRETE COLOR: MATCH BRICK MASONRY BRK-1. / PT-2.EXTERIOR WALLS
PAC-A PRECAST ARCHITECTURAL CONCRETE STAIR 1
DIVISION 4 - MASONRY
ACP-1 ARCHITECTURAL CONCRETE PAVER
BRK-1 BRICK MASONRY UNIT MUTUAL MATERIALS PRODUCT: ECON BRICK 4-4-12.COLOR: EBONY. MISSION. / PT-2.REFER TO EXTERIOR ELEVATIONS
M-1 MORTAR COLOR: MATCH BRICK MASONRY BRK-1. / PT-2.REFER TO EXTERIOR ELEVATIONS
DIVISION 5 - METALS
MF-1 METAL FABRICATIONS COLOR: PT-3.
MF-2 METAL FABRICATIONS (AESS)COLOR: PT-3.
MRS-1 METAL RAILING SYSTEM COLOR: PT-A.
MSS-1 METAL STAIR SYSTEM COLOR: PT-A.
STL-1 STRUCTURAL STEEL FRAMING COLOR: PT-3.
STL-2 STRUCTURAL STEEL FRAMING (AESS)COLOR: PT-3.
DIVISION 6 - WOOD AND PLASTIC
DML-1 DECORATIVE METAL LAMINATE
HWD-1 HARDWOOD SPECIES:INTERIOR MILLWORK
PLAM-1 PLASTIC LAMINATE
PLAM-2 PLASTIC LAMINATE
PLY-1 PLYWOOD PANELS (INTERIOR)SPECIES:
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
ACM-1 ALUMINUM COMPOSITE MATERIAL ALPOLIC / ALUCONOND / REYNOBOND ROUTE AND RETURN JOINT SYSTEM COLOR: EXTRA DARK BRONZE (CITADEL ARCHITECTURAL PRODUCTS. SERIES G.)WALL ASSEMBLY AND SOFFIT ASSEMBLY
ACM-2 ALUMINUM COMPOSITE MATERIAL ALPOLIC / ALUCONOND / REYNOBOND WET JOINT SYSTEM COLOR: EXTRA DARK BRONZE (CITADEL ARCHITECTURAL PRODUCTS. SERIES G.)ROOF ASSEMBLY
ALUM-1 ALUMINUM FLASHING AND TRIM ALPOLIC / ALUCONOND / REYNOBOND COLOR: EXTRA DARK BRONZE (CITADEL ARCHITECTURAL PRODUCTS. SERIES G.)
ALUM-2 ALUMINUM FLASHING AND TRIM CRL US ALUMINUM COLOR: ANODIZED STANDARD DARK BRONZE. AB-7. (ARCADIA)
AWP-1 ARCHITECTURAL WALL PANEL FUNDERMAX PRODUCT: [A]COLOR: CORRO 0429NT.
FRC-1 FIBRE REINFORCED CEMENTITIOUS PANEL
MCP-1 METAL CEILING PANEL
MRP-1 METAL ROOFING PANEL AEP SPAN PRODUCT: HR-36. 24 GAUGE.COLOR: COOL MIDNIGHT BRONZE.REFER TO ROOF PLAN
MRP-2 METAL ROOFING PANEL ATAS INTERNATIONAL INC PRODUCT: CASTLETOP (DIAMOND-SHAPED SHINGLES). COLOR: COOL METALLIC CHAMPAGNE.REFER TO ROOF PLAN
MSP-1 METAL SOFFIT PANEL AEP SPAN PRODUCT: MINI-V-BEAM. 24 GAUGE. COLOR: COOL MIDNIGHT BRONZE.REFER TO REFLECTED CEILING PLAN
MTL-1 METAL FLASHING AND TRIM AEP SPAN COLOR: COOL MIDNIGHT BRONZE.
MTL-2 METAL FLASHING AND TRIM
MWP-1 METAL WALL PANEL AEP SPAN COLOR: COOL METALLIC CHAMPAGNE.
SPMR-1 SINGLE-PLY MEMBRANE ROOFING COLOR: WHITE.
SSMR-1 STANDING SEAM METAL ROOFING AEP SPAN PRODUCT: DESIGN SPAN. 16" PANEL. 24 GAUGE. COLOR: COOL MIDNIGHT BRONZE.
VMS-1 VERTICAL METAL SIDING AEP SPAN PRODUCT: PERCEPTION COLLECTION. 24 GAUGE. 3 PANELS; PC20-12, PC40-12 AND PC30-12 REPEATING PATTERN. COLOR: TIMELESS BRONZE (CLASSIC BRUSHED).
DIVISION 8 -OPENING
CWS-1 CURTAIN WALL SYSTEM ARCADIA INC COLOR: ANODIZED STANDARD DARK BRONZE. AB-7. (ARCADIA)
DR-1 FLUSH WOOD DOORS AND FRAMES
GL-1 INSULATED GLAZING UNIT VITRO ARCHITECTURAL GLASS CLEAR GLASS.COLOR: SOLARBAN 60 (2) CLEAR + CLEAR.
GL-2 INSULATED GLAZING UNIT VITRO ARCHITECTURAL GLASS TINTED REFLECTIVE GLASS.COLOR: SOLARCOOL SOLARBRONZE + SOLARBAN 60 (3) CLEAR.
GL-3 GLASS VITRO ARCHITECTURAL GLASS
GL-4 GLASS
GL-5 GLASS
GL-6 MIRRORS
HDW-1 HARDWARE DOOR HARDWARE
HM-1 HOLLOW METAL DOOR AND FRAME COLOR: PT-3.
LS-1 LIGHT SHELF ARCADIA INC COLOR: ANODIZED STANDARD DARK BRONZE. AB-7. (ARCADIA). TOP SURFACE COLOR: WHITE.
LVR-1 LOUVER
RCD-1 ROLLING COUNTER DOORS OVERHEAD DOOR COMPANY
RLT-1 RELITES
SAE-1 SLIDING AUTOMATIC ENTRANCE
SB-1 SUNSHADE BLADE ARCADIA INC COLOR: ANODIZED STANDARD DARK BRONZE. AB-7. (ARCADIA)
SFS-1 STOREFRONT SYSTEM ARCADIA INC COLOR: ANODIZED STANDARD DARK BRONZE. AB-7. (ARCADIA)
SGS-1 SECURITY GRILLE SYSTEM OVERHEAD DOOR COMPANY
DIVISION 9 - FINISHES
ACT-1 ACOUSTICAL CEILING TILE REFER TO REFLECTED CEILING PLAN
ACT-2 ACOUSTICAL CEILING TILE
ACT-3 ACOUSTICAL CEILING TILE
ACT-4 ACOUSTICAL CEILING TILE
CPT-1 CARPET GENERAL
CPT-2 CARPET GENERAL
FRP-1 FIBER REINFORCED PANEL
GT-1 GROUT
LVP-1 LUXURY VINYL PLANK FLOORING
LVP-2 LUXURY VINYL PLANK FLOORING
MCP-1 METAL CEILING PANEL REFER TO REFLECTED CEILING PLAN
PT-1 CLEAR SEALER COLOR: CLEAR.REFER TO EXTERIOR ELEVATIONS
PT-2 CLEAR SEALER PROSOCO BLOK-GUARD GRAFFITI CONTROL. COLOR: CLEAR.REFER TO EXTERIOR ELEVATIONS
PT-3 PAINT SHERWIN WILLIAMS COLOR: TRICORN BLACK. SW6258.
PT-4 PAINT
PT-5 PAINT
PT-A PAINT SHERWIN WILLIAMS COLOR: TRICORN BLACK. SW6258.REFER TO INTERIOR ELEVATIONS
PT-B PAINT REFER TO INTERIOR ELEVATIONS
PT-C PAINT REFER TO INTERIOR ELEVATIONS
PT-D PAINT REFER TO INTERIOR ELEVATIONS
PT-E PAINT
PT-F PAINT
RB-1 RUBBER BASE
RB-2 RUBBER BASE
RB-3 RUBBER BASE
RF-1 RUBBER FLOORING
RTR-1 RUBBER TREAD RISER FLOORING
SDT-1 STATIC DISSIPATED TILE
SV-1 SHEET VINYL
TL-1 TILE
TL-2 TILE
TL-3 TILE
TL-4 TILE
WC-1 WALL COVERING
WCS-1 WOOD CEILING SYSTEM REFER TO REFLECTED CEILING PLAN
WOM-1 WALK OFF MAT GENERAL
DIVISION 10 - SPECIALTIES
TC-1 TOILET COMPARTMENTS REFER TO INTERIOR ELEVATIONS
DIVISION 12 - FURNISHINGS
HLB-1 HORIZONTAL LOUVER BLINDS
HWD-1 HARDWOOD
NSM-1 NATURAL STONE MATERIAL CAMBRIA TYPE: QUARTZ REFER TO INTERIOR ELEVATIONS
PLAM-1 PLASTIC LAMINATE
PLAM-2 PLASTIC LAMINATE
SSM-1 SOLID SURFACE MATERIAL CORIAN REFER TO INTERIOR ELEVATIONS
SSM-2 SOLID SURFACE MATERIAL CORIAN REFER TO INTERIOR ELEVATIONS
DIVISION 14 - CONVEYING SYSTEMS
- HYDRAULIC PASSENGER ELEVATOR FINISHES: [1].
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J
A-3
140
1-HR FIRE RATED SEPARATION
(OCCUPANCY)
0505
SYMBOL AND TEXTDESCRIPTION
ROOM IDENTIFICATION
ROOM OCCUPANT LOAD
EXIT LOAD
room name
room number
room occupant count
exit occupant count
ROOM
NAME
100
CODE PLAN LEGEND
00
OCCUPANT GROUP
A assembly
B business
I institutional
S storage
M mercantile
H hazard
B
1-HR RATED FIRE SEPARATION
1-HR
2-HR
00
1 hour fire rated
assembly
2-HR RATED FIRE SEPARATION
2 hour fire rated
assembly
NOTESYMBOL
+
+
+
GC01
CODE PLAN NOTES
NOTE
CODE ANALYSIS
1.EGRESS WIDTH SUMMARY:
(IBC SECTION 1005)
FLOOR LEVEL PROVIDED REQUIRED
FIRST FLOOR 00 IN 00 IN
SECOND FLOOR 00 IN 00 IN
2.NUMBER OF EXITS SUMMARY:
(IBC SECTION 1006)
FLOOR LEVEL PROVIDED REQUIRED
FIRST FLOOR 0 EXITS 0 EXITS
SECOND FLOOR 0 EXITS 0 EXITS
3.EXIT ACCESS TRAVEL DISTANCE SUMMARY:
(IBC SECTION 1017)
FLOOR LEVEL ACTUAL REQUIRED
FIRST FLOOR 00 FT 00 FT
SECOND FLOOR 00 FT 00 FT
4.CORRIDOR SUMMARY:
(IBC SECTION 1020)
FLOOR LEVEL ACTUAL REQUIRED
FIRST FLOOR 00 IN 00 IN
SECOND FLOOR 00 IN 00 IN
MAXIMUM DEAD END CORRIDOR LENGTH
OF 50 FT *
* BUILDING EQUIPPED WITH AUTOMATIC
FIRE SPRINKLER SYSTEM.
NOTE
GENERAL NOTES
1. REFER TO SHEET G060 FOR BUILDING ELEMENT
FIRE PROTECTION LEGEND.
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J
DN
50
30
0505
IBC CHAPTER 9 BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC FIRE ALARM AND
DETECTION SYSTEM WITH A MUNICIPAL TRIP CIRCUIT IN ACCORDANCE
WITH IBC SECTION 907.
IBC CHAPTER 9 BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER
SYSTEM IN ACCORDANCE WITH IBC SECTION 903.
IBC SECTION 602
IIB (NON-FIRE RATED)
(NON-COMBUSTIBLE CONSTRUCTION)
IBC TABLE 504.3 75 FEET
(S= BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM)
IBC TABLE 504.4 4 STORIES
(S= BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM)
CONSTRUCTION TYPE
MAXIMUM ALLOWABLE BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING STORIES
MAXIMUM ALLOWABLE FLOOR AREA
AUTOMATIC FIRE SPRINKLER SYSTEM
FIRE ALARM AND DETECTION SYSTEM
OCCUPANT LOAD
OCCUPANCY CLASSIFICATION
OCCUPANCY SEPARATION
BUILDING ELEMENTS FIRE-RESISTANCE RATING
EXTERIOR WALL FIRE-RESISTANCE RATING
SHAFT ENCLOSURES
IBC TABLE 601
STRUCTURAL FRAME 0 HR
BEARING WALLS
EXTERIOR 0 HR
INTERIOR 0 HR
NON-BEARING WALLS
EXTERIOR TABLE 602
INTERIOR 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION 0 HR
IBC TABLE 508.4
1 HR (OCCUPANCY A / B)
SEPARATED OCCUPANCIES
IBC TABLE 506.2
FIRST FLOOR 69,000 SQ FT
SECOND FLOOR 69,000 SQ FT
TOTAL 138,000 SQ FT
(ALLOWABLE AREA PER FLOOR = 69,000 SQ FT) [1]
[1] SM = MULTI-STORY BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM
IBC CHAPTER 3
PRIMARY USE B BUSINESS
ACCESSORY USE A-3 ASSEMBLY
IBC TABLE 602
FIRE SEPARATION DISTANCE
X < 5 FT 1 HR
5 FT < X < 10 FT 1 HR
10 FT < X < 30 FT 0 HR
IBC SECTION 713
ELEVATOR HOISTWAY ENCLOSURE 2 HR [1]
MECHANICAL SHAFT ENCLOSURE 1 HR (LESS THAN 4 STORIES) [1] *
* SHAFT ENCLOSURE SHALL HAVE FIRE-RESISTIVE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED.
[1] SHAFT ENCLOSURE SHALL BE CONSTRUCTED AS FIRE BARRIER PER IBC SECTION 707.
IBC TABLE 1004.1.2
FIRST FLOOR XXX OCCUPANTS *
SECOND FLOOR XXX OCCUPANTS *
TOTAL XXX OCCUPANTS
* BUSINESS AREAS (1 OCCUPANT / 100 GROSS SQ FT)
CORRIDORS
IBC SECTION 1020
CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.1 0 HR *
* BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM
GOVERNING CODE 2018 INTERNATIONAL BUILDING CODE (IBC)
WASHINGTON STATE AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
WASHINGTON STATE AMENDMENTS
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 UNIFORM PLUMBING CODE (UPC)
CODE INFORMATION
IBC SECTION 1604.5
IV (ESSENTIAL FACILITY)
RISK CATEGORY OF BUILDING
1/16" = 1'-0"10D CODE PLAN - FIRST FLOOR
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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G060
CODE
ANALYSIS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/16" = 1'-0"5D CODE PLAN - SECOND FLOOR
NORTH
4'16'
SCALE: 1/16" = 1'-0"
0'
8' 32'2'
4'16'
SCALE: 1/16" = 1'-0"
0'
8' 32'2'
NORTH
4'16'
SCALE: 1/16" = 1'-0"
0'
8' 32'2'
4'16'
SCALE: 1/16" = 1'-0"
0'
8' 32'2'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
UP
UP
UP
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J7A
A400
7A
A400
7F
A400
7F
A400
3F
A400
3F
A400
3A
A400
3A
A400
A300
10A
10A
A400
10A
A400 A300
4A
A300
7A
A300
10F
2,337 SF
DEVELOPMENT
ENGINEERING
DE100
2,287 SF
BOARD
ROOM
B100
84 SF
KITCHEN
B104
172 SF
MENS
PUBLIC
RESTROOM
120
165 SF
WOMENS
PUBLIC
RESTROOM
121
GRAPHICS WALL
138 SF
CUSTOMER
MEETING
AD103
OPERABLE PARTITION
OPERABLE
PARTITION
POCKET
80 SF
ELEVATOR
MACHINE
144 121 SF
SECURE
FILES
AD104
621 SF
ADMINISTRATION
DEPARTMENT
AD100
660 SF
EXECUTIVE
DEPARTMENT
ED100
CASEWORK + COUNTER
432 SF
ADJOURNMENT
MEETING
ROOM
B101
216 SF
STORAGE
B102
33 SF
JAN
131
540 SF
BILLING
DEPARTMENT
BD103
508 SF
HR
DEPARTMENT
HR100
140 SF
MECHANICAL
140
ELECTRICAL
141
81 SF
VESTIBULE
150
395 SF
MAIL ROOM
C100
143 SF
CUSTOMER
SERVICE
MANAGER
AD102
163 SF
HR
MANAGER
HR101
285 SF
DISTRICT
MANAGER
ED102
376 SF
GENERAL
COUNSEL
ED101ELEVATOR4,000 LBKIOSK223 SF
DEVELOPMENT
ENGINEERING
MANAGER
DE101
223 SF
DEVELOPMENT
ENGINEERING
SUPERVISOR
DE102
SECURITY GLASSSECURITY GLASS
METAL AND GLASS
STAIR SYSTEM
(OPEN BELOW)
FLOOR LINE ABOVE
DISPLAY
AREA
54 SF
UNISEX
122
ELECTRICAL
143
STORAGE
133
DF
MUD ROOM
RL100
155 SF
MAIN
JANITOR
130
101 SF
LAUNDRY
ROOM
RL108
VESTIBULE
151
72 SF
VESTIBULE
152
246 SF
WOMENS
LOCKER
ROOM
RL103
ADA
SHOWER
SHOWER
SHOWER
SHOWER
55 SF
UNISEX
123
53 SF
VESTIBULE
153
STORAGE + SUPPLIES250 SF
WOMENS
RESTROOM
RL102
303 SF
MENS
RESTROOM
RL106
2,181 SF
MAIN
LOBBY
100
ADA
SHOWER
SHOWER
SHOWER
SHOWER ADA
SHOWER SHOWER
(16) 2'x2'x6' LOCKERS (8) 2'x2'x6' LOCKERS
36 SF
COATS
B103
204 SF
CUSTOMER
SERVICE
AD101
530 SF
CORRIDOR
105
266 SF
CORRIDOR
107
742 SF
CORRIDOR
104
233 SF
STAIR 2
102
233 SF
STAIR 3
103
VESTIBULE
RL101
WOMEN'S
SHOWER
RL104
737 SF
MENS
LOCKER
ROOM
RL105
128 SF
MEN'S
SHOWER
RL107
155 SF
CUSTOMER
SERVICE
DE104
101175 SF
HEALTH
AND
SAFETY
MANAGER
DE103
STORAGE
DE105 STORAGE + SUPPLIES2'-1"
KITCHENETTE
1'-0"
FIRE SPRINKLER RISER
VRF UNITVRF UNIT
DOMESTIC WATER RISER
DDC CONTROL PANELS
GAS METER
MECHANICAL
142
COATS
B105
STORAGEBENCHADA
SHOWER
90 SF
UNISEX
RL109
(4) 2'x2'x6' LOCKERS
0505
SWITCHBOARDT
T
CORRIDOR
106
JAN
132
BENCH
BENCHBENCH BENCH(7) 2'x2'x6' LOCKERS(10) 2'x2'x6' LOCKERS
(7) 2'x2'x6' LOCKERS
(5) 2'x2'x6' LOCKERS
(8) 2'x2'x6' LOCKERS(8) 2'x2'x6' LOCKERS
BENCH BENCHBENCH
BENCH(5) 2'x2'x6' (3) 2'x2'x6' (12) 18"x18"x72" COAT + BOOT OPEN LOCKERS
BENCH
BENCH
BENCH
BENCH
(13) 18"x18"x72" COAT + BOOT OPEN LOCKERSBENCH(12) 18"x18"x72" COAT + BOOT OPEN LOCKERS
(18) 18"x18"x72" COAT
BOOT OPEN LOCKERS
BENCH
BENCH(5) 2'x2'x6' LOCKERS(8) 2'x2'x6' LOCKERS
(3) 2'x2'x6'
BOOT WASH AREA
H.B.
COVERED STORAGE AREA
H.B.
H.B.
H.B.H.B.
H.B.
ENGINEERING
WATER
ANALYSIS
LEGAL
ASSISTANT
10'-0"94'-6"10'-0"50'-0"10'-0"
241'-0"23'-0"23'-0"25'-0"25'-0"25'-6"44'-0"25'-0"
76'-6"10'-0"
261'-0"
24'-0"28'-0"24'-6"
25'-0"25'-0"
6'-0"6'-0"6'-1"6'-0"
22'-0"22'-0"6'-0"6'-0"4'-0" 8'-0" 9'-0"46'-0"9'-0" 8'-0" 4'-0"
10'-0"25'-6"44'-0"25'-0"10'-0"50'-0"10'-0" 24'-0"28'-0"24'-6" 10'-0"
7'-0"
7'-0"
1'-1"1'-1"1'-1"1'-1"
2'-0"
4'-0"2'-9"8'-0"2'-0"2'-9"1'-1"1'-1"2'-9"
2'-0"
4'-0"8'-0"2'-0"12'-0"2'-0"2'-9"20'-0"
2'-0"
2'-9"
12'-0"
2'-0"
2'-9"
262'-6"
45'-0"25'-9"
51'-0"34'-0"3'-9"3'-9"33'-0"29'-0"24'-9"10'-0"3'-9"3'-9"17'-0"8'-0"8'-0"8'-0"4'-0"
1'-0"
8'-0"8'-0"2'-0"
1'-1"1'-1"1'-1"6"6"6"6"2'-0"2'-0"2'-6"2'-0"8'-0"2'-6"4'-6"4'-6"4"6'-0"
1'-1"
2'-0"
2'-9"12'-0"8'-0"
1'-0"
1'-6"
14'-9"10'-9"2'-0"2'-9"12'-0"2'-0"1'-1"1'-1"
4'-0"
2'-0"
2'-9"17'-0"12'-0"17'-0"6'-0"
1'-1"1'-1"1'-1"1'-1"36'-0"
22'-0"22'-0"
4'-0"4'-0"10"2'-0"1'-4"13'-0"6'-0"7'-0"10'-0"
7'-0"
2'-9"8'-0"2'-9"8'-0"2'-9"8'-0"2'-9"
12'-9"15'-6"7'-6"14'-0"11'-0"6'-0"6'-9"
20'-9"18'-3"24'-0"
8'-6"
20'-2"8'-7"
3'-0"3'-0"
4'-0"12'-4"1'-0"1'-0"4'-0"11'-6"
10'-6"
4'-4"7'-6"8'-3"8'-6"11'-6"17'-0"17'-0"6'-1"
2'-7"6'-0"2'-1"7'-6"
14'-9"
12'-9"21'-3"15'-0"19'-3"5'-8"9'-0"17'-0"47'-6"2'-9"17'-0"29'-0"24'-9"10'-0"
1'-1"1'-1"
8'-0"2'-6"12'-0"2'-9"
7'-0"
49'-0"
24'-6"24'-6"
6'-0"
19'-3"1'-0"3'-6"3'-6"
6'-6"9'-4"47'-6"17'-0"15'-0"2'-1"14'-0"1'-0"8'-0"
1'-0"10'-6"6'-10"1'-0"22'-0"1'-0"
24'-0"10'-7"3'-0"3'-0"3'-0"1'-7"22'-0"10'-7"7'-10"1'-0"6"10"5'-0"
16'-0"
7'-0"5'-6"9'-6"7'-9"2'-0"
18'-9"
8'-9"9'-11"8'-0"12'-0"2'-6"2'-4"
65'-0"
7'-0"20'-0"20'-0"
10'-0"2'-0"4'-0"6'-0"6'-0"5'-11"18'-0"8'-3"
5'-2"
6'-6"16'-4"15'-8"
6'-0"
16'-1"
16'-6"
19'-8"2'-6"6'-2"4'-7"6'-0"3'-8"H.B.81'-6"design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:15 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A100
FLOOR PLAN -
FIRST FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
NORTH
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"10A FLOOR PLAN - FIRST FLOOR
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
DN
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J7A
A400
7A
A400
7F
A400
7F
A400
3F
A400
3F
A400
3A
A400
3A
A400
A300
10A
10A
A400
10A
A400 A300
4A
A300
7A
OPEN TO LOBBY BELOW
10'-0"25'-6"44'-0"25'-0"10'-0"50'-0"10'-0" 24'-0"28'-0"24'-6" 10'-0"
25'-0"25'-0"
A300
10F
42" HT WALL
CANOPY
2,864 SF
FIELD
OPERATIONS
DEPARTMENT
FO200
2,351 SF
ENGINEERING
DEPARTMENT
ED200
1,231 SF
LUNCH
ROOM
C200
ARCHITECTURAL CONCRETE PAVER
SYSTEM (24"x24") (ACP-1)
260 SF
ENGINEERING
LIBRARY
C204
223 SF
ENGINEER
MANAGER
ED201
209 SF
ASSISTANT
FIELD
OPERATIONS
MANAGER
FO201
498 SF
CONFERENCE
ROOM
C201
OPERABLE
PARTITION
POCKET
OPERABLE PARTITION
214 SF
ASSISTANT
ENGINEER
MANAGER
ED202
170 SF
PROJECT
ENGINEER
ED203
1,954 SF
WATER
OPERATIONS
DEPARTMENT
WO200
149 SF
WORKROOM
C203
214 SF
WATER
OPERATIONS
MANAGER
WO201
164 SF
MENS
220
164 SF
WOMENS
221
223 SF
CONFERENCE
ROOM
C202
222 SF
FIELD
OPERATIONS
MANAGER
FO202
57 SF
UNISEX
222
162 SF
FIELD
MAINTENANCE
SUPERVISOR
FO203
63 SF
UNISEX
224
57 SF
JANITOR
230
367 SF
PURCHASING
DEPARTMENT
PD200
350 SF
MAIN
SERVER
ROOM
IT201
811 SF
IT
DEPARTMENT
IT200
877 SF
FINANCE
DEPARTMENT
FD200
112 SF
SECURE IT
EQUIPMENT
IT202
224 SF
DIRECTOR
OF
FINANCE
FD201 162 SF
ACCOUNTING
MANAGER
FD202KITCHENETTE 212 SF
ASSISTANT
WATER
OPERATIONS
MANAGER
WO202
62 SF
UNISEX
223
479 SF
CORRIDOR
204
233 SF
STAIR 3
203
233 SF
STAIR 2
202
396 SF
CORRIDOR
205
ELEVATOR4,000 LBSTORAGE
716 SF
LOBBY
200 308 SF
CORRIDOR
207
CORRIDOR
206
DECK
269 SF
STAIR 1
201
DF
STORAGE
ED204
0505
ELECT
240
T
MECHANICAL CHASE
MECHANICAL CHASEMECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
8'-0"
MECHANICAL CHASE
32 SF
ELECT
241T
H.B.
204 SF
WATER
QUALITY
PRODUCTION
ENGINEER
OFFICE
WO203
LADDER
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)
10'-0"25'-6"44'-0"25'-0"10'-0"50'-0"10'-0" 24'-0"28'-0"24'-6" 10'-0"
25'-0"25'-0"4'-0" 8'-0" 9'-0"46'-0"9'-0" 8'-0" 4'-0"33'-0"13'-0"6'-0"6'-0"261'-0"4'-0" 8'-0"55'-0"9'-0" 8'-0" 4'-0"2'-0"12'-0"12'-11"7'-1"8'-9"11'-3"3'-0"4'-0"2'-0"4'-0"
4'-0"4'-0"2'-0"8'-0"2'-0"9'-0"8'-0"5'-0"12'-0"2'-0"12'-0"3'-0"2'-0"4'-4"4'-4"41'-4"
15'-0"15'-0"
6'-2"6'-2"
25'-0"
11'-4"12'-0"6'-0"3'-0"3'-0"12'-6"14'-10"
17'-6"21'-0"7'-0"6'-8"10'-0"10'-6"
11'-0"
2'-0"2'-0"12'-0"2'-4"4'-0"8'-0"3'-0"16'-0"3'-0"8'-0"4'-0"2'-0"4'-0"4'-0"1'-1"1'-1"1'-1"
2'-0"12'-0"1'-1"2'-0"14'-2"
10'-6"9'-0"11'-0"8'-6"3'-0"3'-0"3'-0"11'-11"5'-0"
1'-0"
24'-0"
22'-0"
3'-0"1'-0"
1'-0"10'-7"7'-10"11'-5"
6'-4"8'-4"9'-4"4'-8"1'-7"18'-0"
18'-0"
11'-6"
11'-6"
3'-6"3'-0"3'-0"6'-0"6'-4"2'-11"3'-3 1/4"5'-11"16'-3"20'-8"
22'-0"7'-10"10'-7"6"6'-0"3'-0"3'-0"3'-0"3'-7"1'-0"11'-11"5'-1"5'-0"
15'-9"
18'-0"5'-7"
18'-9"
6'-3"12'-0"18'-0"4'-0"4'-0"13'-8"9'-0"1'-6"25'-3"7'-0"3'-6"7'-6"
2'-0"2'-0"3'-6"6'-3"2'-0"4'-4"10'-6"5'-0"4'-3"4'-0"4'-3"
18'-9"12'-6"
2'-6"
2'-6"
9'-3"
2'-6"
6'-6"
2'-6"14'-0"6'-0"1'-1"1'-1"1'-1"1'-1"1'-1"1'-1"
11'-4"
14'-4"9'-7"
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:18 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A101
FLOOR PLAN -
SECOND
FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"10A FLOOR PLAN - SECOND FLOOR
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J7A
A400
7A
A400
7F
A400
7F
A400
3F
A400
3F
A400
3A
A400
3A
A400
10A
A400
10A
A400
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)
STANDING SEAM METAL ROOFING
(SSMR-1)
ROTUNDA ROOF
LOWER CANOPY
(TYP)SLOPE2:12SLOPE1/2:12SLOPE1/2:12SLOPE1/2:12SLOPE1/2:12UPPER CANOPY
(TYP)
ALUMINUM COMPOSITE MATERIAL
(ACM-2)
METAL ROOFING PANEL
(MRP-2)
ALUMINUM COMPOSITE MATERIAL
(ACM-2)
BUILT-IN CONCEALED METAL GUTTER
(TYP)
RIDGERIDGE
METAL FASCIA TRIM
(TYP)
METAL ROOFING PANEL
(MRP-1)
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)SLOPE2:12MECHANICAL ROOF AREA
SLOPE1/2:12SLOPE1/2:12DOAS UNIT 1 DOAS UNIT 2 DOAS UNIT 3
5'-0"0505RIDGESLOPE2:12SLOPE2:12SLOPE2:12SLOPE2:12SLOPE2:12SLOPE2:12RIDGE
SINGLE-PLY MEMBRANE ROOFING
(SPMR-1)
MECHANICAL ROOF AREA
DOAS UNIT 4 DOAS UNIT 5
ROOF ACCESS HATCH5'-0"BUILT-IN CONCEALED METAL GUTTER
(TYP)
BUILT-IN CONCEALED METAL GUTTER
(TYP)SLOPE1/8:12SLOPE1/8:12SLOPE1/8:12LOWER CANOPY
(TYP)
UPPER ROOF
(TYP)SLOPE1/8:12BUILT-IN CONCEALED METAL GUTTER
(TYP)
GENERAL NOTES:
1. PROVIDE FALL PROTECTION SYSTEM (TIE-DOWN ANCHORS) AT ROOF.4'-0" 8'-0" 9'-0" 23'-0"23'-0" 9'-0" 8'-0" 4'-0"
10'-0"25'-6"44'-0"25'-0"10'-0"50'-0"10'-0" 24'-0"28'-0"24'-6" 10'-0"
6'-0"
2'-6"
6'-0"
4'-0"
4'-0"
2'-6"2'-6"
2'-6"
R 14 '-4 "4'-0"
4'-0"
1/8" = 1'-0"10A ROOF PLAN
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:19 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A110
ROOF PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J
7A
A400
7A
A400
7F
A400
7F
A400
3F
A400
3F
A400
3A
A400
3A
A400
10A
A400
10A
A400
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
METAL SOFFIT PANEL
(MSP-1)
METAL SOFFIT PANEL
(MSP-1)
METAL SOFFIT PANEL
(MSP-1)
METAL SOFFIT PANEL
(MSP-1)
0505
WCS
10'-6"
WCS
10'-6"
MR
GWB
9'-0"
MR
GWB
9'-0"
MR
GWB
9'-0"
ACT
9'-0"
GWB
9'-0"
ACT
9'-0"
ACT
10'-0"
WCS
10'-6"
MR
GWB
9'-0"
ACT
9'-0"
ACT
10'-0"
MR
GWB
9'-0"
ACT
9'-0"
ACT
10'-0"
ACT
10'-6"
ACT
10'-6"
MR
GWB
9'-0"
GWB
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"
ACT
9'-0"
ACT
9'-0"
ACT
10'-6"
ACT
9'-0"
ACT
9'-0"
GWB
10'-0"
ACT
9'-0"
ACT
9'-0"
GWB
9'-0"MR
GWB
9'-0"
MR
GWB
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
9'-0"GWB
9'-0"
MR
GWB
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
10'-0"
ACT
9'-0"
GWB
10'-0"
GWB
10'-0"
GWB
8'-0"
GWB
10'-0"
ACT
10'-0"
GWB
10'-0"
ACT
10'-6"GWB
10'-0"
GWB
10'-0"
GWB
9'-0"
ACT
10'-0"
ACT
10'-0"
GWB
10'-0"
ACT
9'-0"
GWB
9'-0"
GWB
8'-0"
ACT
9'-0"
MR
GWB
8'-0"ACT
9'-0"
GWB
10'-0"
GWB
10'-0"
ACT
9'-0"
WCS
10'-6"
WCS
10'-6"
GWB
9'-0"
GWB
8'-0"
GWB
8'-0"
STAIR 3
STAIR 2
GWB
10'-0"
GWB
10'-0"
HOISTWAY
GWB SOFFIT
10'-0"
GWB SOFFIT
10'-0"
STAIR 1
GWB
8'-0"
ACT
9'-0"
ACT
10'-0"
GWB SOFFIT
10'-0"
GWB
8'-0"
GWB
9'-0"
GWB
10'-0"
GWB
10'-0"
DE100
B100
B104
120 121AD103
144
AD104
AD100
ED100
B101
B102
131
BD103
HR100
140
141
150
C100
AD102
HR101
ED102
ED101
DE101
DE102
122
143 133
RL100
130
RL108
151
152
RL103
123
153
RL102RL106
B103
AD101
105
107
104
102
RL101
RL104
RL105
RL107
DE104
101DE103
DE105
B105
142
RL109
106
132
100
ACT
9'-0"
ACT
9'-0"
GWB
8'-0"
103
ACT
9'-0"
106
GWB
10'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
GWB
8'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"
GWB
10'-0"
GWB
10'-0"
GWB SOFFIT
10'-0"
GWB
8'-0"
GWB
8'-0"
GWB
10'-0"
GWB
10'-0"WCS
10'-6"
GWB
10'-0"
GWB
8'-0"
GWB
10'-0"
OPEN TO ABOVE
NORTH
1/8" = 1'-0"10A REFLECTED CEILING PLAN - FIRST FLOOR
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:20 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A120
REFLECTED
CEILING PLAN -
FIRST FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
0202
0808
0404
0707
K
K
E
E
H
H
0303
L
L
A
A
F
F
G
G
0101
C
C
D
D
0909
0606
I
I
J
J
7A
A400
7A
A400
7F
A400
7F
A400
3F
A400
3F
A400
3A
A400
3A
A400
10A
A400
10A
A400
METAL SOFFIT PANEL
(MSP-1)
METAL SOFFIT PANEL
(MSP-1)
METAL SOFFIT PANEL
(MSP-1)
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
METAL SOFFIT PANEL
(MSP-1)
0505
EXPOSED ROOF STRUCTURE
EXPOSED ROOF STRUCTURE
EXPOSED ROOF STRUCTURE
GWB
9'-0"
ACT
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"
ACT
9'-0"ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
GWB
9'-0"
ACT
9'-0"
ACT
10'-0"
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
EXPOSED ROOF STRUCTURE
EXPOSED ROOF STRUCTURE
SLOPED CLG2:12C01
C01
SLOPED CLG2:12SLOPED CLG2:12SLOPED CLG2:12SLOPED CLG2:12ACT
9'-0"MR
GWB
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"GWB
9'-0"
MR
GWB
9'-0"
MR
GWB
9'-0"
GWB
9'-0"
DOME CEILING ABOVE
(GWB)
HOISTWAY
WCS
9'-0"
WCS
10'-0"
ACT
10'-0"
ACT
10'-0"
ACT
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-0"
ACT
9'-0"
ACT
10'-0"
ACT
10'-0"
ACT
10'-6"
GWB
9'-0"MR
GWB
9'-0"
MR
GWB
9'-0"
ACT
10'-0"
ACT
9'-0"
GWB
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
ACT
9'-0"
GWB
9'-0"
ACT
9'-0"
ACT
10'-6"
FO200
ED200
C200
C204
ED201
FO201
C201
ED202 ED203
WO200
C203
WO201
220
221
C202
FO202
222
FO203
224
230
PD200
IT201
FD200
IT202
FD201 FD202
WO202
223
204
203
202
205200
207206
201
ED204
240
241
WO203
ED200
WCS
9'-0"
WCS
9'-0"
WO200
GWB
9'-0"
GWB
10'-0"
GWB
9'-0"
GWB
9'-0"
GWB
10'-0"
GWB
10'-0"
GWB
10'-0"
GWB
8'-0"
GWB
9'-0"
ACT
9'-0"
GWB
9'-0"
GWB
9'-0"
GWB
10'-0"
GWB
9'-0"
ACT
9'-0"
GWB
9'-0"
GWB
9'-0"
GWB
9'-0"
C01
C01
C01
GWB
10'-0"
GWB
10'-0"
ACM
9'-10"
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:21 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A121
REFLECTED
CEILING PLAN -
SECOND
FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/8" = 1'-0"10A REFLECTED CEILING PLAN - SECOND FLOOR
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
UP
UP
UP
DW
REFW WD D
DEVELOPMENT
ENGINEERING
DE100
BOARD
ROOM
B100
KITCHEN
B104
MENS
PUBLIC
RESTROOM
120
WOMENS
PUBLIC
RESTROOM
121
GRAPHICS WALL
CUSTOMER
MEETING
AD103
OPERABLE
PARTITION
POCKET
ELEVATOR
MACHINE
144
SECURE
FILES
AD104
ADMINISTRATION
DEPARTMENT
AD100
EXECUTIVE
DEPARTMENT
ED100
VIDEO WALL
CASEWORK + COUNTER
ADJOURNMENT
MEETING
ROOM
B101
STORAGE
B102
JAN
131
BILLING
DEPARTMENT
BD103VIDEO WALL + CASEWORKHR
DEPARTMENT
HR100
MECHANICAL
140
ELECTRICAL
141
ROLLING
FILE
SYSTEM
VESTIBULE
150
MAIL ROOM
C100
CUSTOMER
SERVICE
MANAGER
AD102WORKSTATION
10'x8'
METER
READING
AREA
WORKSTATION
10'x8'
WORKSTATION
10'x8'
HR
MANAGER
HR101
MAIL BOXES
DISTRICT
MANAGER
ED102
GENERAL
COUNSEL
ED101ELEVATOR4,000 LB7'-8"x5'-6"KIOSKDEVELOPMENT
ENGINEERING
MANAGER
DE101
DEVELOPMENT
ENGINEERING
SUPERVISOR
DE102
WORK COUNTER AND DRAWING FILES
WORK COUNTER AND FILES
WORKSTATION
10'x10'
DISPLAY WALL
WORKSTATION
10'x12'
WORK COUNTER
AND FILES
WORKSTATION
10'x12'
WORK
TABLE
SEATINGSEATINGDISPLAY
DISPLAY
AREA
SECURITY GLASS
SEATING
SECURITY GLASS WORK COUNTER + FILESSTO
DISPLAY WALL
COPIER (E)
WORKSTATION
10'x10'
WORKSTATION
10'x10'
WORKSTATION
10'x10'
WORKSTATION
10'x12'
WORKSTATION
10'x12'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
WORKSTATION
10'x8'
METAL AND GLASS
STAIR SYSTEM
(OPEN BELOW)
FLOOR LINE ABOVE
CUSTOMER SERVICE
INFORMATION
DISPLAY
AREA
UNISEX
122
ELECTRICAL
143 STORAGE
133
DF
MUD ROOM
RL100
(55) LOCKERS
MAIN
JANITOR
130
LAUNDRY
ROOM
RL108
VESTIBULE
151
VESTIBULE
152
TWO-TIER CLOTHES RACKS
WOMENS
LOCKER
ROOM
RL103
(8) 2'x2'x6' LOCKERS
(18) LOCKERSADA
SHOWER
SHOWER
(16) 2'x2'x6' LOCKERS
(10) 2'x2'x6' LOCKERS
(53) LOCKERS
ADA BENCH AND
CHANGING AREA
(8) 2'x2'x6' LOCKERSSHOWER
SHOWER
TRASH
TOWELS(7) 2'x2'x6' LOCKERS(8) 2'x2'x6' LOCKERS
TRASH
ADA
SHOWER SHOWER
ADA
BENCH
(5) 2'x2'x6' LOCKERS(5) COMMISSIONERS
UNISEX
123
LAW LIBRARYLAW LIBRARY
FILES 20 LFCURTAINCURTAIN(12) 18"x18"x72" COAT + BOOT OPEN LOCKERS
(13) 18"x18"x72" COAT + BOOT OPEN LOCKERS(12) 18"x18"x72" COAT + BOOT OPEN LOCKERS
(18) 18"x18"x72" COAT
BOOT OPEN LOCKERS
VESTIBULE
153
(7) 2'x2'x6' LOCKERS
(8) 2'x2'x6' LOCKERS
(5) 2'x2'x6' LOCKERS
(5) 2'x2'x6' (3) 2'x2'x6' (3) 2'x2'x6' (2) 2'x2'x6'
BENCH
STORAGE / SUPPLIESWOMENS
RESTROOM
RL102
MENS
RESTROOM
RL106
TOWELS
MAIN
LOBBY
100
COATS
B103
CUSTOMER
SERVICE
AD101
CORRIDOR
105
CORRIDOR
107
CORRIDOR
104
STAIR 2
102
STAIR 3
103
VESTIBULE
RL101
WOMEN'S
SHOWER
RL104
MENS
LOCKER
ROOM
RL105
MEN'S
SHOWER
RL107
CUSTOMER
SERVICE
DE104
STAIR 1
1013'-9"SEATING
S E A T I N G SEATING
BIKE RACK
70
A/V
CABINET
HEALTH
AND
SAFETY
MANAGER
DE103
FUTURE
WORKSTATION
10'x12'
STORAGE
DE105
ID CARD MACHINE (E)
ENVELOPE
OPENER (E)
POSTAGE
MACHINE (E)
PRINTER (E)PRINTER (E)
P/F(E)
SHREDDER (E)
PRINTER
PRINTER(E)
FOLDING
MACHINE (E)
HOLE PUNCH (E)
BINDER (E)
PRINTER+COPY
FLOOR UNIT(E)
COPIER (E)PLOTTER (E)
PRINTER (E)
WATER TEST SAMPLE REFRIGERATOR (E)FILESFILES SUPPLIESSTORAGE + SUPPLIESLF/2D 302026 (E)LF/4D 362176(E)
(7) LF/4D 422176 (E)
PRINTER
KITCHENETTE
FILES
VRF UNITVRF UNIT
FIRE SPRINKLER RISER
DOMESTIC WATER RISER
DDC CONTROL PANELS
CUSTOMER PAYMENT DROP BOX SUPPLIES60" SMARTBOARD A/VSUPPLIES
WHITE BOARDCOATS
B105
60" SMARTBOARDA/VGAS METER
CIRC PUMP WH
WHMECHANICAL
142
BENCH
BENCHBENCH BENCH(4) FOLD DOWN BENCHES
(2) FOLD DOWN BENCHES
DISPLAY WALLBENCHBENCHBENCH
BENCH
BENCH
BIKE RACK
(4) 2'x2'x6' LOCKERS
BENCH
UNISEX
RL109 BENCHADA
SHOWER
(4) 40"W FLAT FILE STORAGE UNITS
BELOW WORKCOUNTER
(8) 2D/LF 421828B
BELOW WORKCOUNTER
SC422038B (E)
SC302038B (E)
(4) LF/2D 302230B
(2) LF/3D 421840B
(2) LF/3D 301840B
SWITCHBOARDT
T
STORAGE
CORRIDOR
106
JAN
132
BENCH
BENCHBENCH
BENCHBOOT WASH AREA
H.B.
COVERED STORAGE AREA
(1) LF/4D 422076P (E)
(1) LF/3D 301838P (E)
(1) LF/3D 421838P (E)
ROLLING FILE SYSTEM
(LEGAL-SIZE, END TAB,
1,015 LINEAL FEET CAPACITY)
CHAIR
CART
CHAIR
CART
CHAIR
CART
CHAIR
CART
CHAIR
CART
CHAIR
CART
CHAIR
CART
CHAIR
CART
NESTING
TABLE
AREA
NESTING
TABLE
AREA
(2) SC 361884
(1) SC/3D/LF 421884
(1) SC/4D/LF 421884
(3) 3D/LF 421840
(3) 2D/LF 302230
(3) 2D/LF 302230
(3) 2D/LF 302230
(2) 2D/LF 302230
H.B.
ENGINEERING
WATER
ANALYSIS
LEGAL
ASSISTANT
8'-0"3'-6"12'-0"
5'-0"
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:25 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A180
FFE PLAN -FIRST
FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/8" = 1'-0"10A FURNITURE, FIXTURES AND EQUIPMENT PLAN - FIRST FLOOR
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
DNDW DWREF REF REF
DW
OPEN TO LOBBY BELOW
ROTUNDA ABOVE
FIELD
OPERATIONS
DEPARTMENT
FO200
ENGINEERING
DEPARTMENT
ED200
LUNCH
ROOM
C200
ENGINEERING
LIBRARY
C204
ENGINEER
MANAGER
ED201
ASSISTANT
FIELD
OPERATIONS
MANAGER
FO201
CONFERENCE
ROOM
C201
SEATING
AREA
VENDING MACHINESOPERABLE
PARTITION
POCKET
OPERABLE PARTITION
A/V CABINET
TECH
WORKSTATION
8'x10'
ASSISTANT
ENGINEER
MANAGER
ED202
PROJECT
ENGINEER
ED203 MAILBOXESGIS CAD TECH
WORKSTATION
10'x12'WORK COUNTER + DRAWING FILESLIBRARY
WATER
OPERATIONS
DEPARTMENT
WO200
WORKROOM
C203
WATER
OPERATIONS
MANAGER
WO201
MENS
220
WOMENS
221
DF
DISPLAY WALL
CONFERENCE
ROOM
C202
PROJECT ENGINEER
WORKSTATION
10'x12'
TECH
WORKSTATION
8'x10'ELEVATOR4,000 LBGRAPHICS WALL
TACK BOARDFIELD
OPERATIONS
MANAGER
FO202
UNISEX
222
STORAGE
STORAGELIBRARYFIELD
MAINTENANCE
SUPERVISOR
FO203
MAINTENANCE
COORDINATOR
WORKSTATION
10'x12'
ADMINISTRATIVE
ASSISTANT
WORKSTATION
10'x12'MAILBOXESDISPLAY WALL + FILESUNISEX
224
JANITOR
230
PURCHASING
DEPARTMENT
PD200
WORK COUNTERWORKSTATION
8'x10'
WORKSTATION
8'x10'
MAIN
SERVER
ROOM
IT201
IT
DEPARTMENT
IT200 FINANCE
DEPARTMENT
FD200
SECURE IT
EQUIPMENT
IT202
DIRECTOR
OF
FINANCE
FD201
EQUIPMENT STORAGE
OPEN SHELVING 9 LF
WORK BENCH
AND SHELVES
TACK BOARDACCOUNTING
MANAGER
FD202IT
WORKSTATION
8'x10'WORK COUNTER + FILESSECURITY DOOR AND
STOREFRONT
TACK BOARD
ASSISTANT
WATER
OPERATIONS
MANAGER
WO202
18'x4' DATA CENTER SERVER CABINETS
WATER QUALITY
WORKSTATION
8'x10'
WATER QUALITY
WORKSTATION
8'x10'
WATER QUALITY
WORKSTATION
8'x10'
WATER QUALITY
COORDINATOR
WORKSTATION
8'x10'
(9) WATER CREW
WORKSTATIONS
5'x7'MAIL BOXESFIELD OPS
WORKSTATION
5'x7'
FIELD OPS
WORKSTATION
5'x7'
FIELD OPS
WORKSTATION
5'x7'
FIELD OPS
WORKSTATION
5'x7'
SS MAINTENANCE
LEAD
WORKSTATION
10'x12'
PRETREATMENT
SUPERVISOR
WORKSTATION
10'x12'
WATER MAINTENANCE
LEAD
WORKSTATION
10'x12'
COLLECTIONS
MAINTENANCE
LEAD
WORKSTATION
10'x12'
PS MAINTENANCE
PERSON III
WORKSTATION
10'x12'
WATER QUALITY
LEAD OPERATOR
WORKSTATION
10'x12'
MAINTENANCE
PERSON III LEAD
WORKSTATION
12'x12'
CROSS
CONNECTION
CONTROL
COORDINATOR
WORKSTATION
10'x12'WORK COUNTERAND STORAGEUNISEX
2234'-9"
IT
WORKSTATION
8'x10'
IT
WORKSTATION
8'x10'
IT
WORKSTATION
8'x10'
ACCOUNTING
WORKSTATION
8'x10'
ACCOUNTING
WORKSTATION
8'x10'VIDEO WALLSUPPLIESMAILBOX
CORRIDOR
204
STAIR 3
203
STAIR 2
202
CORRIDOR
205
LOBBY
200 CORRIDOR
207
CORRIDOR
206
STAIR 1
201
DECK
GIS CAD TECH
WORKSTATION
10'x12'
ACCOUNTING
WORKSTATION
8'x10'
ACCOUNTING
WORKSTATION
8'x10'
WORK COUNTER
AND STORAGE
PAPER
FOLDER
PRINTER
COPIER
PRINTER
PRINTER
WORKSTATION
10'x12'
48" SMARTBOARD (E)47" SCADA MONITOR (E)
SCADA COMPUTER(E)
PRINTER(E)
COPIER
47" MONITOR
TRSH
REC
POPCORN
MACHINE
RECYCLE + SUPPLIES
(6)LF/4D 422076B (E)
(4) LF/4D 422076B (E)
(2) LF/4D 422076P (E)
(2)LF/3D 302038B (E)
LF/3D 302038B (E)
LF/5D 302065B
(2) LF/5D 422065B (E)
(4) LF/3D 421840B
(2) LF/4D 422076B (E)
(1) LF/4D 302076B (E)
(4) LF/3D 361840BCOPIERWORK COUNTER
4'-6"VIDEO WALLWORK AREADISPLAY WALLROLLING FILE SYSTEM
(LEGAL-SIZE, END TAB,
1,015 LINEAL FEET CAPACITY)
PROJECT ENGINEER
WORKSTATION
10'x12'
TECH
WORKSTATION
8'x10'
STORAGE
ED204
WORK COUNTER + FILES
COPIER
PRINTER(E)
(13) VF/5D 182560B (E)(8) VF/5D 182560B(E)(6) 40"W FLAT FILE STORAGE
UNITS BELOW WORK COUNTER
(4) 2D/LF 421828B
BELOW WORK COUNTER
(2) 2D/LF 421828B
BELOW WORK COUNTER
SC 362438B(E)
LF/3D 422438B(E)
(2) LF/4D 422076P (E)
ELECT
240
T
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
MECHANICAL CHASE
T
ELECT
241
(4) GROUND MAINTENANCE
WORKSTATIONS
5'x7'
WATER
QUALITY
PRODUCTION
ENGINEER
OFFICE
WO203
(1) VF/5D 182560B (E)
(2) LF/4D 422076DG (E)
(2) LF/2D 421828B
WITH WORKTOP
(1) 2D/LF 301828B
WITH WORKTOP
(3) LF/2D 362818B WITH WORKTOP
(2) LF/4D 422076P (E)
(1) LF/4D 422076P
PROJECT ENGINEER
WORKSTATION
10'x12'
(4) 40"W FLAT FILE STORAGE
UNITS BELOW WORK COUNTER
(4) 2D/LF 421828B
BELOW WORK COUNTER
(4) 2D/LF 421828B
BELOW WORK COUNTER
(4) 40"W FLAT FILE STORAGE
UNITS BELOW WORK COUNTER
(2) LF/3D 421840B
(2) LF/3D 301840B
(1) LF/3D 301840B (1) LF/3D 421840B
(1) LF/3D 301840B
(1) LF/3D 301840B
(1) LF/3D 301840B
(1) 2D/LF 301828B
WITH WORKTOP
5'-0"3'-0"4'-0"5'-0"4'-0"5'-0"7'-0"7'-0"
4'-0"3'-11 1/8"
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:28 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A181
FFE PLAN -
SECOND
FLOOR
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/8" = 1'-0"10A FURNITURE, FIXTURES AND EQUIPMENT PLAN - SECOND FLOOR
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
DW
REF
DW
REF
DW
REF
BOARD
ROOM
B100
KITCHEN
B104
OPERABLE
PARTITION
POCKET
VESTIBULE
152
VESTIBULE
153
COATS
B103
140
VIDEO WALL
JAN
132
MECHANICAL
142
COATS
B105
CASEWORK + COUNTER
STORAGE
B102
6'-0"
4'-4"
4'-8"4'-0"3'-0"
BOARD
ROOM
B100
KITCHEN
B104
VESTIBULE
152
(5) COMMISSIONERS
VESTIBULE
153
COATS
B10318
14
VIDEO WALL
OPERABLE PARTITION
OPERABLE
PARTITION
POCKET
STORAGE
B102
COATS
B105
MECHANICAL
142
JAN
132
CASEWORK + COUNTER
60" SMARTBOARD60" SMARTBOARD
4'-2"4'-2"4'-9"BOARD
ROOM
B100
KITCHEN
B104
OPERABLE
PARTITION
POCKET
STORAGE
B102
VESTIBULE
152
VESTIBULE
153
COATS
B103
50
VIDEO WALL
CASEWORK + COUNTER
COATS
B105
MECHANICAL
142
A/V
CABINET A/VA/VJAN
132
5'-6"5'-6"6'-6"6'-6"ENGINEERING
DEPARTMENT
ED200
ENGINEER
MANAGER
ED201 CONFERENCE
ROOM
C201
A/V CABINET
TECH
WORKSTATION
8'x10'
ASSISTANT
ENGINEER
MANAGER
ED202
PROJECT
ENGINEER
ED203
WORK COUNTER AND DRAWING FILES MAILBOXESGIS CAD TECH
WORKSTATION
10'x12'
WOMENS
221
DISPLAY WALL
TECH
WORKSTATION
8'x10'
STAIR 3
203
GIS CAD TECH
WORKSTATION
10'x12'
SUPPLIES
WORK COUNTER
4'-6"VIDEO WALLDISPLAY WALLROLLING FILE SYSTEM
TECH
WORKSTATION
8'x10'
STORAGE
ED204
PROJECT ENGINEER
WORKSTATION
12'x10'
PROJECT ENGINEER
WORKSTATION
12'x10'
PROJECT ENGINEER
WORKSTATION
12'x10'
ELECT
241
5'-0"
COPIER
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:31 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A182
FFE PLAN -
ALTERNATE
LAYOUTS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"4G FURNITURE, FIXTURES AND EQUIPMENT PLAN - FIRST FLOOR - B100
1/8" = 1'-0"4D FURNITURE, FIXTURES AND EQUIPMENT PLAN - FIRST FLOOR - B100
1/8" = 1'-0"4A FURNITURE, FIXTURES AND EQUIPMENT PLAN - FIRST FLOOR - B100
1/8" = 1'-0"8A FURNITURE, FIXTURES AND EQUIPMENT PLAN - SECOND FLOOR - ED100
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SYMBOL AND TEXTDESCRIPTION
ROOM IDENTIFICATION
room name
room number
ROOM
NAME
100
FURNITURE LEGEND
MOVEABLE FURNISHINGS
MF = moveable furnishing
X = item # designation
FF = fixed furnishing
X = item # designation
KE = kitchen equipment
X = item # designation
FIXED FURNISHINGS
KITCHEN EQUIPMENT
NOTESYMBOL
+
+
+
FN01
FURNITURE PLAN NOTES FIXTURE, FURNISHING AND EQUIPMENT SCHEDULE
FOOTNOTES:
[1] COORDINATE THESE ITEMS WITH CASEWORK VENDOR FOR VERIFICATION OF SIZE AND LOCATION IN CABINETRY.
[2] VERIFY SIZE AND DOOR QUANTITY NEEDED IN FIELD.
[3] LOCKERS TO BE SECURED TO WALL.
[4] INSTALL COAT RACK 5'-0" HIGH ABOVE FINISHED FLOOR.
GENERAL REQUIREMENTS: REFER TO FFE PACKAGE FOR MANUFACTURER AND ORDERING INFORMATION.
FFx ITEM
SYMBOL DESCRIPTION NOTES
FIC
RESPONSIBILITY
FOIC = FURNISHED BY OWNER; INSTALLED BY CONTRACTOR.
FIC = FURNISHED AND INSTALLED BY CONTRACTOR.
FF = FIXED FIXTURE, FURNISHING OR EQUIPMENT.
MF = MOVABLE FIXTURE, FURNISHING OR EQUIPMENT.
KE = KITCHEN EQUIPMENT.
ABBREVIATIONS LIST
QUANTITY
#[1]FFx ITEM
SYMBOL DESCRIPTION NOTES
FIC
RESPONSIBILITY QUANTITY
#[1]
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A183
FFE SCHEDULES
AND LEGENDS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SCHEDULE NOTES GENERAL NOTES
[1] PAINT: ACRYLIC WASHABLE PAINT.
[2] FULL HEIGHT HARDWOOD PANELING AT ALL WALLS. SHOP FINISHED; STAIN + CLEAR SEALER.
REFER TO INTERIOR ELEVATIONS FOR PANEL LAYOUT.
[3] EXPOSED ROOF STRUCTURE (STRUCTURAL STEEL AND METAL DECKING). PAINT.
[4] PRECAST ARCHITECTURAL CONCRETE (PAC) TREADS AND RISERS. CLEAR SEALER.
[5] METAL STAIR SYSTEM. FIELD PAINTED.
[6] GLASS AND STAINLESS STEEL GUARDRAIL SYSTEM. STAINLESS STEEL HANDRAILS. FACTORY FINISH.
[7] METAL GUARDRAIL SYSTEM. FIELD PAINTED.
[8] DOME CEILING: PAINTED. SPECIALTY PAINT. FAUX FINISH.
[9] TILE AT ALL WALLS. FULL HEIGHT. REFER TO INTERIOR ELEVATIONS FOR TILE PATTERN.
[10] TILE AT ALL WALLS TO 60" HEIGHT. REFER TO INTERIOR ELEVATIONS FOR TILE PATTERN.
GWB ABOVE. PAINT.
1. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC TYPE OF APPLIED
FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS.
3. PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
4. PAINT ALL EXPOSED SHEET METAL (GALVANIZED STEEL) HVAC DUCTS. REFER TO COLORS AND MATERIALS SCHEDULE FOR PAINT COLOR.
5. ELEVATOR FINISHES:
INTERIOR FINISHES PACKAGE: INPRO CABS. TITAN SERIES.
DOOR: STAINLESS STEEL. (SS-1)
FRAME: STAINLESS STEEL. (SS-1)
FRONT RETURN: STAINLESS STEEL. (SS-1) FULL WIDTH WRAP AROUND.
WALL PANELS: PLASTIC LAMINATE (PLAM).
CEILING: METAL PAN. FACTORY FINISH. DOWNLIGHTS.
FLOORING: TILE. (TL)
BASE: STAINLESS STEEL. (SS-1)
HANDRAILS: STAINLESS STEEL. (SS-1)
SILL: NICKEL SILVER.
PROVIDE 1-1/2" DIAMETER CONTINUOUS HANDRAILS @ SIDE PANELS AND BACK PANEL.
SCHEDULE NOTES GENERAL NOTES
[1] ++++++++
[2] ++++++++
[3] ++++++++
1. FRAME DIMENSIONS REFER TO ROUGH OPENING SIZE.
2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
3. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC
TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATING.
4. REFER TO EXTERIOR ELEVATIONS FOR LOUVER TYPE.
5. REFER TO PROJECT MANUAL, SECTION 07 25 00, "WEATHER RESISTIVE BARRIER" FOR EXTERIOR WALL OPENING FLASHING
REQUIREMENTS.
6. REFER TO PROJECT MANUAL, SECTION 08 91 00, "LOUVERS" FOR WALL LOUVERS.
7. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS.
SCHEDULE NOTES GENERAL NOTES
[1] CURTAIN WALL SYSTEM (CWS-1):
[2] STOREFRONT SYSTEM (SFS-1): STOREFRONT SYSTEM. ARCADIA. SERIES: (THERMAL)
FRAMING SYSTEM, FLUSH FRONT GLAZED. FRAME DIMENSIONS: 2" WIDE x 6" DEPTH. NFRC OVERALL U-VALUE = 0.36.
NFRC OVERALL SHGC = 0.36.
1. FRAME DIMENSIONS REFER TO ROUGH OPENING SIZE.
2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
3. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC
TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS.
4. REFER TO PROJECT MANUAL, SECTION 08 81 00, "GLAZING" FOR GLAZING TYPES.
INSULATING GLASS UNITS SHALL BE LABELED AND NFRC CERTIFIED.
5. REFER TO SHEET FOR STANDARD ABBREVIATIONS LIST.
6. REFER TO EXTERIOR ELEVATIONS FOR STOREFRONT SYSTEM TYPE.
7. REFER TO PROJECT MANUAL, SECTION 07 25 00, "WEATHER RESISTIVE BARRIER" FOR EXTERIOR WALL OPENING FLASHING
REQUIREMENTS.
8. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS.
NO ROOM NAME
FLOOR
BASE
CEILING WALL
NOTESMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH
FP-01
100 MAIN LOBBY CONC APC HWD / SFS ACM / WCS / GWB FF / FF / PT GWB HWD / PT
101 STAIR 1 CONC PAC [4] [5] - - - GWB PT [6]
102 STAIR 2 CONC [5] RB GWB PT GWB PT [7]
103 STAIR 3 CONC RTR RB GWB PT GWB PT
104 CORRIDOR CONC APC RB ACT / GWB FF / PT GWB HWD / PT
105 CORRIDOR CONC APC RB ACT / GWB FF / PT GWB HWD / PT
106 CORRIDOR CONC TL TL ACT / GWB FF / PT GWB PT [1]
107 CORRIDOR CONC APC RB ACT / GWB FF / PT GWB PT
120 MENS PUBLIC RESTROOM CONC TL TL MR GWB PT CBB TL [9]
121 WOMENS PUBLIC RESTROOM CONC TL TL MR GWB PT CBB TL [9]
122 UNISEX CONC TL TL MR GWB PT CBB / GWB TL / PT [10]
123 UNISEX CONC TL TL MR GWB PT CBB / GWB TL / PT [10]
130 MAIN JANITOR CONC SV CB MR GWB PT [1] MR GWB PT [1]
131 JAN CONC SV CB MR GWB PT [1] MR GWB PT [1]
132 JAN CONC SV CB MR GWB PT [1] MR GWB PT [1]
133 STORAGE CONC SLR RB GWB PT GWB PT
140 MECHANICAL CONC SLR RB ACT FF GWB PT
141 ELECTRICAL CONC SLR RB ACT FF GWB PT
142 MECHANICAL CONC SLR RB ACT FF GWB PT
143 ELECTRICAL CONC SLR RB ACT FF GWB PT
144 ELEVATOR MACHINE CONC SLR RB ACT FF GWB PT
150 VESTIBULE CONC WOM RB / SFS GWB PT GWB PT
151 VESTIBULE CONC WOM RB / SFS GWB PT GWB PT
152 VESTIBULE CONC WOM RB / SFS ACT FF GWB PT
153 VESTIBULE CONC WOM RB / SFS ACT FF GWB PT
AD100 ADMINISTRATION DEPARTMENT CONC CPT HWD ACT / GWB FF / PT GWB PT
AD101 CUSTOMER SERVICE CONC CPT HWD WCS / GWB FF / PT GWB PT
AD102 CUSTOMER SERVICE MANAGER CONC CPT HWD ACT FF GWB PT
AD103 CUSTOMER MEETING CONC CPT HWD ACT FF GWB PT
AD104 SECURE FILES CONC SLR - GWB PT CONC PT
B100 BOARD ROOM CONC CPT HWD WCS / GWB FF / PT GWB HWD [2]
B101 ADJOURNMENT MEETING ROOM CONC CPT HWD ACT / GWB FF / PT GWB PT / WC
B102 STORAGE CONC CPT RB GWB PT GWB PT
B103 COATS CONC CPT RB ACT FF GWB PT
B104 KITCHEN CONC LVP RB GWB PT GWB PT
B105 COATS CONC CPT RB ACT FF GWB PT
BD103 BILLING DEPARTMENT CONC CPT RB ACT FF GWB PT
C100 MAIL ROOM CONC APC HWD ACT / GWB FF / PT GWB PT
DE100 DEVELOPMENT ENGINEERING CONC APC RB ACT / GWB FF / PT GWB PT
DE101 DEVELOPMENT ENGINEERING MANAGER CONC APC RB ACT FF GWB PT
DE102 DEVELOPMENT ENGINEERING SUPERVISOR CONC APC RB ACT FF GWB PT
DE103 HEALTH AND SAFETY MANAGER CONC APC RB ACT FF GWB PT
DE104 CUSTOMER SERVICE CONC APC RB WCS / GWB FF / PT GWB PT
DE105 STORAGE CONC APC RB ACT FF GWB PT
ED100 EXECUTIVE DEPARTMENT CONC CPT HWD ACT / GWB FF/PT GWB HWD [2]
ED101 GENERAL COUNSEL CONC CPT HWD ACT / GWB FF / PT GWB HWD [2]
ED102 DISTRICT MANAGER CONC CPT HWD ACT / GWB FF / PT GWB HWD [2]
HR100 HR DEPARTMENT CONC CPT RB ACT FF GWB PT
HR101 HR MANAGER CONC CPT RB ACT FF GWB PT
RL100 MUD ROOM CONC APC TL MR GWB PT [1] CBB TL [9]
RL101 VESTIBULE CONC APC RB GWB PT GWB PT
RL102 WOMENS RESTROOM CONC TL TL MR GWB PT [1] CBB TL [9]
RL103 WOMENS LOCKER ROOM CONC TL TL MR GWB PT [1] CBB TL [9]
RL104 WOMEN'S SHOWER CONC TL TL MR GWB PT [1] CBB TL [9]
RL105 MENS LOCKER ROOM CONC TL TL MR GWB PT [1] CBB TL [9]
RL106 MENS RESTROOM CONC TL TL MR GWB PT [1] CBB TL [9]
RL107 MEN'S SHOWER CONC TL TL MR GWB PT [1] CBB TL [9]
RL108 LAUNDRY ROOM CONC TL TL MR GWB PT [1] MR GWB PT [1]
RL109 UNISEX CONC TL TL MR GWB PT [1] CBB TL [9]
FP-02
200 LOBBY CONC APC HWD WCS / GWB FF / PT [8] GWB HWD
201 STAIR 1 CONC PAC [4] [5] HWD WCS FF GWB HWD
202 STAIR 2 CONC RTR RB ACT FF GWB PT
203 STAIR 3 CONC RTR RB ACT FF GWB PT
204 CORRIDOR CONC APC HWD ACT / GWB FF / PT GWB HWD / PT
205 CORRIDOR CONC APC HWD ACT / GWB FF / PT GWB HWD / PT
206 CORRIDOR CONC APC HWD ACT / GWB FF / FF GWB HWD / PT
207 CORRIDOR CONC APC HWD ACT / WCS FF / FF GWB HWD / PT
220 MENS CONC TL TL MR GWB PT CBB TL [9]
221 WOMENS CONC TL TL MR GWB PT CBB TL [9]
222 UNISEX CONC TL TL MR GWB PT CBB / GWB TL / PT [10]
223 UNISEX CONC TL TL MR GWB PT CBB / GWB TL / PT [10]
224 UNISEX CONC TL TL MR GWB PT CBB / GWB TL / PT [10]
230 JANITOR CONC SV CB MR GWB PT MR GWB PT [1]
240 ELECT CONC SLR RB ACT FF GWB PT
241 ELECT CONC SLR RB ACT FF GWB PT
C200 LUNCH ROOM CONC LVP RB ACT / GWB FF / PT GWB PT
C201 CONFERENCE ROOM CONC CPT HWD ACT / GWB FF / PT GWB PT
C202 CONFERENCE ROOM CONC CPT HWD ACT / GWB FF / PT GWB PT
C203 WORKROOM CONC APC RB ACT / GWB FF / PT GWB PT
C204 ENGINEERING LIBRARY CONC APC RB ACT / GWB FF / PT GWB PT
ED200 ENGINEERING DEPARTMENT CONC CPT RB ACT / GWB / [3]FF / PT / [3] GWB PT
ED201 ENGINEER MANAGER CONC CPT RB ACT FF GWB PT
ED202 ASSISTANT ENGINEER MANAGER CONC CPT RB ACT FF GWB PT
ED203 PROJECT ENGINEER CONC CPT RB ACT FF GWB PT
ED204 STORAGE CONC APC RB ACT FF GWB PT
FD200 FINANCE DEPARTMENT CONC CPT RB GWB [3] PT/- GWB PT
FD201 DIRECTOR OF FINANCE CONC CPT RB ACT FF GWB PT
FD202 ACCOUNTING MANAGER CONC CPT RB ACT FF GWB PT
FO200 FIELD OPERATIONS DEPARTMENT CONC APC RB ACT / GWB / [3] FF / PT / [3] GWB PT
FO201 ASSISTANT FIELD OPERATIONS MANAGER CONC APC RB ACT FF GWB PT
FO202 FIELD OPERATIONS MANAGER CONC APC RB ACT FF GWB PT
FO203 FIELD MAINTENANCE SUPERVISOR CONC APC RB ACT FF GWB PT
IT200 IT DEPARTMENT CONC CPT RB GWB [3] PT/- GWB PT
IT201 MAIN SERVER ROOM CONC SDT RB ACT FF GWB PT
IT202 SECURE IT EQUIPMENT CONC SDT RB ACT FF GWB PT
PD200 PURCHASING DEPARTMENT CONC CPT RB ACT FF GWB PT
WO200 WATER OPERATIONS DEPARTMENT CONC APC RB GWB [3] PT / - GWB PT
WO201 WATER OPERATIONS MANAGER CONC APC RB ACT FF GWB PT
WO202 ASSISTANT WATER OPERATIONS MANAGER CONC APC RB ACT FF GWB PT
WO203 WATER QUALITY PRODUCTION ENGINEER OFFICE CONC APC RB ACT FF GWB PT
TYPE
FRAME
RATING NOTESHEIGHT WIDTH MATERIAL FINISH HEAD HEIGHT
ROOM FINISH SCHEDULE
LOUVER SCHEDULE
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A200
SCHEDULES
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
CURTAIN WALL SYSTEM AND STOREFRONT SYSTEM SCHEDULE
TYPE
FRAME
GLAZING RATING NOTESSERIES MATERIAL FRAME FINISH
CW1 [1] ALUM FF GL-2
SF1 [2] ALUM FF GL-1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SG
SGSG
SG
SCHEDULESCHEDULE SCHEDULE
5"5"5"10"SCHEDULESCHEDULESCHEDULESCHEDULE SCHEDULE SCHEDULE
4"8"ADA3'-4"3'-0"8"10"8"8"8"8"8"ADA3'-4"TYPE D1 TYPE D2 TYPE D3 TYPE D4 TYPE D5 TYPE D6SCHEDULESG
SCHEDULE
5"10"5"5"SCHEDULEADA3'-6"CL2"SCHEDULE2"2"2"SCHEDULE2"2"
PER PLAN
SCHEDULESCHEDULE4"6"2'-0"2"SCHEDULE2"2"2"TYPE F1 TYPE F2 TYPE F3 TYPE F4SCHEDULESCHEDULE 8'-8"SG
SG
SCHEDULE 2"2"7'-2"SCHEDULESCHEDULE
SCHEDULESCHEDULE
2'-0"PER PLAN
SCHEDULE SCHEDULE
SCHEDULESCHEDULESCHEDULE
2"2"
TYPE R2 TYPE R3 TYPE R4TYPE R1 7'-2"7'-2"T.O.F.6"2'-0"7'-2"SG
SG
SG SG
SG
SG SG
SCHEDULE NOTES GENERAL NOTES
[1] PAIR OF 3'-6" DOORS
[2] ++++++++
[3] ++++++++
1. REFER TO PROJECT MANUAL, SECTION 08 71 00, "DOOR HARDWARE" FOR HARDWARE GROUPS.
2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
3. REFER TO PROJECT MANUAL, SECTION 08 81 00, "GLAZING" FOR GLAZING TYPES. INSULATING GLASS UNITS SHALL BE LABELED AND NFRC CERTIFIED.
4. REFER TO SHEET G025 FOR STANDARD ABBREVIATIONS LIST.
5. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT"
REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS
6. REFER TO PROJECT MANUAL, SECTION 07 25 00, "WEATHER RESISTIVE BARRIER" FOR EXTERIOR WALL OPENING FLASHING REQUIREMENTS.
7. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS.
SCHEDULE NOTES GENERAL NOTES
1. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. REFER TO PROJECT MANUAL, SECTION 08 81 00, "GLAZING" FOR GLAZING TYPES.
3. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC TYPE OF APPLIED FINISH.
THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS.
[1] ++++++++
[2] ++++++++
[3] ++++++++
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
1/4" = 1'-0"
RELITE TYPES
NO
DOOR
RATING HARDWARE GROUP
FRAME
NOTESWIDTH HEIGHT TYPE MATERIAL FINISH GLAZING MATERIAL FINISH TYPE GLAZING
FP-01
100A 7'-0" 8'-0" ALUM FF ALUM FF
100B 7'-0" 8'-0" ALUM FF ALUM FF
100C 3'-0" 7'-0" WD FF HM PT
100D 3'-0" 7'-0" WD FF HM PT
102A 3'-0" 7'-0" WD FF HM PT
102B 3'-0" 7'-0" WD FF HM PT
103A 3'-0" 7'-0" WD FF HM PT
103B 3'-0" 7'-0" WD FF HM PT
106A 3'-0" 7'-0" WD FF 60 MIN HM PT
106B 3'-0" 7'-0" WD FF HM PT
120 3'-0" 7'-0" WD FF HM PT
121 3'-0" 7'-0" WD FF HM PT
122 3'-0" 7'-0" WD FF HM PT
123 3'-0" 7'-0" WD FF HM PT
130 3'-0" 7'-0" WD FF HM PT
131 3'-0" 7'-0" WD FF HM PT
132 3'-0" 7'-0" WD FF HM PT
133 3'-0" 7'-0" WD FF HM PT
140 3'-0" 7'-0" WD FF HM PT
141 3'-0" 8'-0" WD FF HM PT
142 3'-0" 7'-0" WD FF HM PT
143 3'-0" 7'-0" WD FF HM PT
144 3'-0" 7'-0" WD FF HM PT
150A 3'-0" 8'-0" ALUM FF -ALUM FF
150B 3'-0" 8'-0" WD FF HM PT
151A 3'-0" 8'-0" ALUM FF -ALUM FF
151B 3'-0" 8'-0" WD FF HM PT
152A 3'-0" 8'-0" HM PT HM PT
152B 3'-0" 7'-0" WD FF 60 MIN HM PT
153 3'-0" 8'-0" HM PT HM PT
AD100 3'-0" 7'-0" WD FF HM PT
AD101 3'-0" 7'-0" WD FF HM PT
AD102 3'-0" 7'-0" WD FF HM PT
AD103 3'-0" 7'-0" WD FF HM PT
AD104 3'-0" 7'-0" WD FF HM PT
B100A 3'-0" 7'-0" WD FF 60 MIN HM PT
B100B 3'-0" 7'-0" WD FF 60 MIN HM PT
B100C 3'-0" 7'-0" WD FF HM PT
B100D 3'-0" 7'-0" WD FF HM PT
B101A 3'-0" 7'-0" WD FF HM PT
B101B 3'-0" 7'-0" WD FF 60 MIN HM PT
B102 3'-0" 7'-0" WD FF HM PT
B103 3'-0" 7'-0" WD FF HM PT
B104 3'-0" 7'-0" WD FF -
B105 3'-0" 7'-0" WD FF HM PT
BD103 3'-0" 7'-0" WD FF HM PT
DE101 3'-0" 7'-0" WD FF -HM PT
DE102 3'-0" 7'-0" WD FF -HM PT
DE103 3'-0" 7'-0" WD FF HM PT
DE104 3'-0" 7'-0" WD FF HM PT
DE105 3'-0" 7'-0" WD FF HM PT
ED100 3'-0" 7'-0" WD FF HM PT
ED101 3'-0" 7'-0" WD FF HM PT
ED102 3'-0" 7'-0" WD FF HM PT
HR100 3'-0" 7'-0" WD FF HM PT
HR101 3'-0" 7'-0" WD FF HM PT
RL100 3'-0" 8'-0" HM PT HM PT
RL101 3'-0" 7'-0" WD FF HM PT
RL102 3'-0" 7'-0" WD FF HM PT
RL104 3'-0" 7'-0" WD FF HM PT
RL106A 3'-0" 7'-0" WD FF HM PT
RL106B 3'-0" 7'-0" WD FF HM PT
RL107 3'-0" 7'-0" WD FF HM PT
RL109 3'-0" 7'-0" WD FF HM PT
FP-02
202A 3'-0" 7'-0" WD FF HM PT
202B 3'-0" 7'-0" WD FF HM PT
203A 3'-0" 7'-0" WD FF HM PT
203B 3'-0" 7'-0" WD FF HM PT
204 3'-0" 7'-0" WD FF -HM PT
205 3'-0" 7'-0" WD FF -HM PT
220 3'-0" 7'-0" WD FF HM PT
221 3'-0" 7'-0" WD FF HM PT
222 3'-0" 7'-0" WD FF HM PT
223 3'-0" 7'-0" WD FF HM PT
224 3'-0" 7'-0" WD FF HM PT
230 3'-0" 7'-0" WD FF HM PT
240 3'-0" 7'-0" WD FF HM PT
241 3'-0" 7'-0" WD FF HM PT
C200A 3'-0" 7'-0" WD FF -HM PT
C200B 3'-0" 7'-0" WD FF -HM PT
C200C 3'-0" 8'-0" HM PT HM PT
C200D 3'-0" 8'-0" HM PT HM PT
C200E 3'-0" 7'-0" WD FF -HM PT
C201A 3'-0" 7'-0" WD FF -HM PT
C201B 3'-0" 7'-0" WD FF HM PT
C202A 3'-0" 7'-0" WD FF -HM PT
C202B 3'-0" 7'-0" WD FF -HM PT
ED200 3'-0" 7'-0" WD FF HM PT
ED201 3'-0" 7'-0" WD FF -HM PT
ED202 3'-0" 7'-0" WD FF -HM PT
ED203 3'-0" 7'-0" WD FF HM PT
ED204 3'-0" 7'-0" WD FF HM PT
FD200 3'-0" 7'-0" WD FF -HM PT
FD201 3'-0" 7'-0" WD FF -HM PT
FD202 3'-0" 7'-0" WD FF -HM PT
FO200A 3'-0" 7'-0" WD FF HM PT
FO200B 3'-0" 7'-0" WD FF HM PT
FO201 3'-0" 7'-0" WD FF HM PT
FO202 3'-0" 7'-0" WD FF -HM PT
FO203 3'-0" 7'-0" WD FF HM PT
IT200 3'-0" 7'-0" WD FF -HM PT
IT201 3'-0" 7'-0" WD FF HM PT
IT202 3'-0" 7'-0" WD FF HM PT
PD200 3'-0" 7'-0" WD FF -HM PT
WO200A 3'-0" 7'-0" WD FF -HM PT
WO200B 3'-0" 7'-0" WD FF HM PT
WO201 3'-0" 7'-0" WD FF -HM PT
WO202 3'-0" 7'-0" WD FF HM PT
WO203 3'-0" 7'-0" WD FF HM PT
NO.
FRAME
HEAD HEIGHT RATING RELITE TREATMENT NOTESWIDTH HEIGHT TYPE MATERIAL FINISH GLAZING
RFD201 4'-0" 4'-0" ALUM FF GL 7'-0" -
RFD202 4'-0" 4'-0" ALUM FF GL 7'-0" -
DOOR SCHEDULE
RELITE SCHEDULE
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:36 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A201
SCHEDULES
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B KEH LAFGCDIJ
STANDING SEAM METAL ROOFING
(SSMR-1)
ARCHITECTURAL WALL PANEL
(AWP-1)
STOREFRONT SYSTEM
(SFS-1)
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-2)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1) / (PT-2)
METAL ROOFING PANEL
(MRP-2)
CURTAIN WALL SYSTEM
(CWS-1)
STOREFRONT SYSTEM
(SFS-1)
STRUCTURAL STEEL LINTEL (C12)
(STL-1) / (PT-3)
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
METAL WALL PANEL
(MWP-1)
STOREFRONT SYSTEM
(SFS-1)
STOREFRONT SYSTEM
(SFS-1)
SHADOW BOX TRIM
(ALUM-2)
E01
SHADOW BOX TRIM
(ALUM-2)
E01
SUNSHADE BLADE
(SB-1)
SF1
CW1
CW1
SF1
SF1
SF1 SF1SF1SF1
02 0804070301 0906
ARCHITECTURAL WALL PANEL
(AWP-1)
STOREFRONT SYSTEM
(SFS-1)
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-2)
METAL FASCIA TRIM
(MTL-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1) / (PT-2)
05
BKEHL AFGCDIJ
METAL FASCIA TRIM
(MTL-1)
BUILT-IN CONCEALED METAL GUTTER (TYP)
(MTL-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1) / (PT-2)
STANDING SEAM METAL ROOFING
(SSMR-1)
ARCHITECTURAL WALL PANEL
(AWP-1)
STOREFRONT SYSTEM
(SFS-1)
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-2)
ARCHITECTURAL WALL PANEL
(AWP-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-2)
ARCHITECTURAL WALL PANEL
(AWP-1)
ALUMINUM COMPOSITE MATERIAL
(ACM-1)
STRUCTURAL STEEL FRAMING
(STL-1) / (PT-3)
SHADOW BOX TRIM
(ALUM-2)
E01
STOREFRONT SYSTEM
(SFS-1)
SF1
SF1
SF1 SF1
0208040703 010906
METAL RAKE TRIM
(MTL-1)
ARCHITECTURAL WALL PANEL
(AWP-1)
STOREFRONT SYSTEM
(SFS-1)
VERTICAL METAL SIDING
(VMS-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-2)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1) / (PT-2)
05
SUNSHADE BLADE
(SB-1)
SHADOW BOX TRIM
(ALUM-2)
E01
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:40 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A300
EXTERIOR
ELEVATIONS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/8" = 1'-0"4A BUILDING ELEVATION - EAST
1/8" = 1'-0"10A BUILDING ELEVATION - SOUTH
1/8" = 1'-0"7A BUILDING ELEVATION - WEST
1/8" = 1'-0"10F BUILDING ELEVATION - NORTH
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
T.O.F.
EL. 0'-0"
T.O.B.
EL. 27'-0"
T.O.F.
EL. 14'-0"
02 0804070301 0906
6'-0"DOAS UNIT
5'-11"1'-4"2'-11"CEILINGS
CEILINGS
EXPOSED STRUCTURE
05
SCREEN PANEL
MID POINT SLOPED ROOF
FIELD
OPERATIONS
DEPARTMENT
FO200
MUD ROOM
RL100
VESTIBULE
RL101
DEVELOPMENT
ENGINEERING
DE100
CORRIDOR
104
CORRIDOR
204
ENGINEERING
DEPARTMENT
ED200
14'-0"13'-0"7'-0"7'-0"3'-0"14'-0"16'-0"16'-0"7'-6"4'-6"6'-0"9'-0"10'-0"4'-0"10'-0"3'-0"7'-0"9'-0"9'-0"T.O.F.
EL. 0'-0"
T.O.B.
EL. 27'-0"
T.O.F.
EL. 14'-0"
02 0804070301 0906
ENGINEERING
LIBRARY
C204
05
DEVELOPMENT
ENGINEERING
MANAGER
DE101
ENGINEER
MANAGER
ED201
MAIN
JANITOR
130
VESTIBULE
151
ASSISTANT
FIELD
OPERATIONS
MANAGER
FO201
14'-0"13'-0"9'-0"10'-0"10'-0"T.O.F.
EL. 0'-0"
T.O.B.
EL. 27'-0"
T.O.F.
EL. 14'-0"
02 0804070301 0906
27'-8"30'-0"RIDGE
EAVE
MID POINT
EXPOSED ROOF ASSEMBLY
(SLOPED CEILING)
LIGHT SHELF
(LS-1) / (TYP)
SUNSHADE BLADE
(SB-1) / (TYP)
05
32'-11"ASSISTANT
ENGINEER
MANAGER
ED202
STAIR 3
203
MENS
LOCKER
ROOM
RL105
DEVELOPMENT
ENGINEERING
SUPERVISOR
DE102
ENGINEERING
DEPARTMENT
ED200
STAIR 3
103
CORRIDOR
104
CORRIDOR
204
FIELD
OPERATIONS
DEPARTMENT
FO200
FIELD
OPERATIONS
MANAGER
FO202
MEN'S
SHOWER
RL10714'-0"13'-0"9'-0"10'-0"9'-0"10'-0"9'-0"T.O.F.
EL. 0'-0"
T.O.B.
EL. 27'-0"
T.O.F.
EL. 14'-0"
02 0804070301 0906
ROTUNDA ROOF
DECK
ROTUNDA
ENTRY
LOBBY
STAIR 2
BOARD
ROOM
B100
LUNCH
ROOM
C200
METAL AND GLASS
STAIR SYSTEM
(OPEN BELOW)
05
DOME CEILING
LOBBY
200
14'-0"13'-0"15'-7"10'-0"12'-0"12'-0"10'-0"10'-6"10'-0"T.O.F.
EL. 0'-0"
T.O.B.
EL. 27'-0"
T.O.F.
EL. 14'-0"
02 0804070301 0906
METAL SOFFIT PANEL
(MSP-1)
BUILT-IN CONCEALED METAL GUTTER (TYP)
(MTL-1)
05
DOAS UNIT
SCREEN PANEL
WATER
OPERATIONS
DEPARTMENT
WO200
STAIR 2
202
STAIR 2
102
CORRIDOR
205
CORRIDOR
105
MAIN
SERVER
ROOM
IT201
FINANCE
DEPARTMENT
FD200
DISTRICT
MANAGER
ED102
BILLING
DEPARTMENT
BD103
SHADOW BOX TRIM
(ALUM-2)
SUNSHADE BLADE
(SB-1)14'-0"13'-0"10'-0"14'-0"9'-0"9'-0"10'-0"design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/14/2020 9:12:42 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B1_Admin_EunB.rvt06.15.20 a18-069
A400
BUILDING
SECTIONS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B1
1/8" = 1'-0"7A BUILDING SECTION
1/8" = 1'-0"3A BUILDING SECTION
1/8" = 1'-0"10A BUILDING SECTION
1/8" = 1'-0"3F BUILDING SECTION
1/8" = 1'-0"7F BUILDING SECTION
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
NORTH
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
REVISION
C.O.S. = center of structure
F.O.S. = face of structure
(E) = existing
WALL SECTION
GRID LINE DESIGNATION
BUILDING SECTION
DETAIL
REVISION
MATCHLINE
NORTH ARROW
01
A
ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION
MATCHLINE
6B
A300
10B
A400
10B
A500
3B
A700
1
A601
3A
10A 5A
7A
01
A
F.O.S.
C.O.S.F.O.S.C.O.S.F.O.S.
C.O.S.F.O.S.C.O.S.G E N E R A L N O T E S
1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE
CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY
OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND
REPORT ANY DISCREPANCIES WITH DRAWINGS.
4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO
PROCEEDING WITH ANY WORK OR FABRICATION.
6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM
QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A
SUGGESTED DETAIL FOR GUIDANCE AND APPROVAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO
ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL
SUPPORT FOR DUCTS, PIPES, CONDUITS AND EQUIPMENT.
9. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION, FACE OF CONCRETE, FACE OF
MASONRY, FACE OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED.
10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING
AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING.
11. REPAIR / REPLACE EXISTING WALL FLOOR AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED
DURING COURSE OF CONSTRUCTION.
12. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK CAP ALL EXISTING UTILITIES (PLUMBING,
ELECTRICAL AND MECHANICAL) BEHIND WALLS FLOORS, ETC.
13. SUSPENDED CEILINGS TO BE DESIGNED FOR SEISMIC DESIGN CATEGORY D, E, OR F.
IBC CHAPTER 9 BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC FIRE ALARM AND
DETECTION SYSTEM WITH A MUNICIPAL TRIP CIRCUIT IN ACCORDANCE
WITH IBC SECTION 907.
IBC CHAPTER 9 BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER
SYSTEM IN ACCORDANCE WITH IBC SECTION 903.
IBC SECTION 602 IIB (NON-FIRE RATED)
NON-COMBUSTIBLE CONSTRUCTION)
IBC TABLE 504.3 75 FEET
(S= BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM)
IBC TABLE 504.4 4 STORIES
(S= BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM)
CONSTRUCTION TYPE
MAXIMUM ALLOWABLE BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING STORIES
MAXIMUM ALLOWABLE FLOOR AREA
AUTOMATIC FIRE SPRINKLER SYSTEM
FIRE ALARM AND DETECTION SYSTEM
OCCUPANT LOAD
C O D E I N F O R M A T I O N
GOVERNING CODE
OCCUPANCY CLASSIFICATION
BUILDING ELEMENTS FIRE-RESISTANCE RATING
EXTERIOR WALL FIRE-RESISTANCE RATING
2018 INTERNATIONAL BUILDING CODE (IBC)
WASHINGTON STATE AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
WASHINGTON STATE AMENDMENTS
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 UNIFORM PLUMBING CODE (UPC)
IBC TABLE 601
STRUCTURAL FRAME 0 HR
BEARING WALLS
EXTERIOR 0 HR
INTERIOR 0 HR
NON-BEARING WALLS
EXTERIOR TABLE 602
INTERIOR 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION 0 HR
IBC TABLE 506.2
SINGLE-STORY 104,000 SQ FT
TOTAL 104,000 SQ FT
(ALLOWABLE AREA PER FLOOR = 104,000 SQ FT) [1]
[1] S1 = SINGLE-STORY BUILDING EQUIPPED WITH FIRE SPRINKLER SYSTEM
IBC CHAPTER 3 S-2 STORAGE (LOW-HAZARD)
IBC TABLE 602
FIRE SEPARATION DISTANCE
X < 5 FT 1 HR
5 FT < X < 10 FT 1 HR
10 FT < X < 30 FT 0 HR
IBC TABLE 1004.1.2
FIRST FLOOR 39 OCCUPANTS *
TOTAL 39 OCCUPANTS
* WAREHOUSE AREAS (1 OCCUPANT / 500 GROSS SQ FT)
RISK CATEGORY OF BUILDING
IBC SECTION 1604.5 III (ESSENTIAL FACILITY)
P R O J E C T I N F O R M A T I O N
BUILDING AREA
FIRST FLOOR 19,428 SQ FT
TOTAL 19,428 SQ FT
GENERAL DRAWINGS
STRUCTURAL DRAWINGS
E001 LEGENDS AND GENERAL NOTES
E201 LIGHTING PLAN
E301 POWER AND LIGHTING PLAN
S100 FOUNDATION PLAN
S110 ROOF FRAMING PLAN
A100 FLOOR PLAN
A110 ROOF PLAN
A120 REFLECTED CEILING PLAN
A180 FFE PLAN
A200 SCHEDULES
A300 EXTERIOR ELEVATIONS
A400 BUILDING SECTIONS
G001 COVER SHEET
G010 PICTORIAL VIEWS
STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER FIRE PROTECTION ENGINEER
N.T.S.NORTH NORTH
S Y M B O L S
V I C I N I T Y M A PA R E A M A P
PROJECT LOCATION AREA OF WORK
N.T.S.
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
CONTACT: ANDREW MCEACHERN
PHONE: 253.383.2422
AMCEACHERN@AHBL.COM
design group
Ó HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from
Helix Design Group
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
AMERICAN INSTITUTE OF ARCHITECTS
PLOTTED:FILE PATH:6/13/2020 9:14:36 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B2_Vehicle_storage_EunB.rvtSCHEMATIC DESIGN
31627 - 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
06.15.20 a18-069
G001
COVER SHEET
FEDERAL WAY, WASHINGTON
SUBMITTAL
SCHEMATIC DESIGN
PROJECT: a18-069 -LAKEHAVENLAKEHAVEN WATER AND SEWER DISTRICT
M A I N C A M P U S
V E H I C L E S T O R A G E B U I L D I N G B 2
BUILDING B2
LAKEHAVEN
MAIN CAMPUS
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
PHONE: (253) 922-9037
CONTACTS:
JEFF BLACHOWSKI
PROJECT MANAGER
EUN BACKSTROM
PROJECT ARCHITECT
ARCHITECT
LAKEHAVEN WATER & SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
CONTACTS:
KEN MILLER
PHONE: (253)946-5405
MOLLY DU
PHONE: (253) 946-5400
OWNER
LYDIG CONSTRUCTION
3180 139TH AVE SE
SUITE 110
BELLEVUE, WA 98005
CONTACTS:
GLYN SLATTERY
PHONE: (425) 885-3314
TIM CASAD
PHONE: (425) 885-3314
GENERAL CONTRACTOR
S H E E T I N D E X
ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: BRIAN WHITE
PHONE: 253.383.3257
BRIANW@HULTZBHU.COM
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: ERIC ROBERTS
PHONE: 253.383.3257
ERICR@HULTZBHU.COM
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: BRIAN WHITE
PHONE: 253.383.3257
BRIANW@HULTZBHU.COM
MECHANICAL DRAWINGS
M001 MECHANICAL LEGENDS AND NOTES
M002 MECHANICAL NOTES AND SCHEDULES
M100 MECHANICAL PLAN
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
5A ISOMETRIC VIEW - SOUTHWEST 5F ISOMETRIC VIEW - NORTHWEST
10F ISOMETRIC VIEW - NORTHEAST10AISOMETRIC VIEW - SOUTHEAST
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:14:41 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B2_Vehicle_storage_EunB.rvt06.15.20 a18-069
G010
PICTORIAL
VIEWS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
01 01
WP
A300
3C
A300
7C
A300
10C
A300
7F F.O.S.F.O.S.
I
I
05 0590'-0"90'-0"C
C
D
D
30'-0"32'-0"
E
E
F
F
G
G
H
H
30'-0"30'-0"30'-0"30'-0"32'-0"
03 03
F.O.S.
C.O.S.
FIRE SPRINKLER RISER
SECTIONAL DOORS
(SD-1)
INTERIOR STEEL COLUMNS
(STL-1)
12'x80'
32'-0"30'-0"30'-0"30'-0"30'-0"30'-0"32'-0"
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAYC.O.S.C.O.S.C.O.S.C.O.S.C.O.S.C.O.S.F.O.S.6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"
BOLLARDS
(TYPICAL)
B
B B
TRENCH DRAIN
(TYPICAL)
RIDGE LINE OF SLOPED
CONCRETE SLABSLOPE
SLOPEH.B.
B B B B B B B B B B B B B
B B B B B B B B B B B B B B B B
H.B.3'-4"10B
A400
10B
A400
6B
A400
6B
A400
24'-0"42'-0"24'-0"5'-0"A
A
2'-0"
J
J
218'-0"F.O.S.218'-0"
2'-0"2'-0"
02 02
04 04
F.O.S.
F.O.S.3'-4"F.O.S.2'-0"
VEHICLE
STORAGE
1005'-0"EL.= 0'-4"EL.= 0'-0"EL.= 0'-0"PAINTED LINES
(TYPICAL)3'-4"24'-0"21'-0"21'-0"24'-0"3'-4"8'-0"EXTERIOR STEEL COLUMNS
(STL-2)
ARCHITECTURAL CONCRETE PLINTH
(CONC-1)
12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"5'-0"5'-0"21'-0"21'-0"42'-0"2'-6"2'-6"4'-0"5'-0"2'-0"
5'-0"24'-0"6'-0"24'-0"6'-0"24'-0"6'-0"24'-0"6'-0"24'-0"6'-0"24'-0"6'-0"24'-0"5'-0"
ELECTRICAL PANEL
STORAGE LOCKERS
(TYP)
FIRE ALARM PANEL
SECURITY SYSTEM PANEL
DOMESTIC WATER RISER
GAS METER
STORAGE LOCKERS
(TYP)
ELECTRICAL PANEL
WALL MOUNTED TRANSFORMER
B
B
TRENCH DRAIN
(TYPICAL)
3'-0"3'-0"
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:14:31 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B2_Vehicle_storage_EunB.rvt06.15.20 a18-069
A100
FLOOR PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
NORTH
1/8" = 1'-0"10A FLOOR PLAN
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
01 01F.O.S.F.O.S.
I
I
05 05
C
C
D
D
E
E
F
F
G
G
H
H
03 03
BUILT-IN CONCEALED METAL GUTTER
(TYP)
STANDING SEAM METAL ROOFING
(SSMR-1)
RIDGE SLOPE2:12SLOPE2:12BUILT-IN CONCEALED METAL GUTTER
(TYP)
10B
A400
10B
A400
6B
A400
6B
A400
METAL RAKE TRIM
(TYP)
A
A
J
J
02 02
04 04
SKYLIGHT SYSTEM (5'x5')
(SLS-1)
TYP
EQUAL
TYP
EQUAL
METAL ROOFING PANEL
(MRP-1)
STEEL CANOPY
(STL-2)SLOPE1:12GENERAL NOTES:
1. PROVIDE FALL PROTECTION SYSTEM (TIE-DOWN ANCHORS) AT ROOF.
1/8" = 1'-0"10A ROOF PLAN
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
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A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A110
ROOF PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
B
B
01 01
I
I
05 05
C
C
D
D
E
E
F
F
G
G
H
H
03 03
EXPOSED STRUCTURE
ABOVE
METAL SOFFIT PANELS
(MSP-1)
10B
A400
10B
A400
6B
A400
6B
A400
A
A
J
J
02 02
04 04
METAL SOFFIT PANELS
(MSP-1)
SKYLIGHT SYSTEM
(SLS-1)
STEEL BEAM @ GRID LINES
(STL-2)
1/8" = 1'-0"10A REFLECTED CEILING PLAN
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A120
REFLECTED
CEILING PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
VEHICLE
082
VEHICLE
025
VEHICLE
105
VEHICLE
080
VEHICLE
201
VEHICLE
201
VEHICLE
209
VEHICLE
209
VEHICLE
209
GENERATOR
047
GENERATOR
062
GENERATOR
034
GENERATOR
045
GENERATOR
063
KUBOTA
xxx
VEHICLE
xxx
VEHICLE
xxx
VEHICLE
xxx
VEHICLE
049
VEHICLE
104
VEHICLE
425
VEHICLE
PMB 1
VEHICLE
PMB 2
VEHICLE
020T
GENERATOR
GS562
GENERATOR
GS562
VEHICLE
106
VEHICLE
052
VEHICLE
049T
VEHICLE
043
VEHICLE
100
VEHICLE
107
VEHICLE
074
VEHICLE
017
VEHICLE
427
VEHICLE
5119
GENERATOR
046
GENERATOR
421
VEHICLE
017T
VEHICLE
420
VEHICLE
051T
VEHICLE
078
VEHICLE
061T
TRACTOR
TRAILER
MOWER
TRAILER
SEATAC
FORKLIFT
FORKLIFT
TRACTOR
TRAILER
MOWER
TRAILER
SEATAC
FORKLIFT
FORKLIFT
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
12'x80'
VEHICLE
BAY
VEHICLE
STORAGE
100
(4) 4'x2'x8' STORAGE LOCKERS
(TYP x 2)
STORAGE
AREA
FIRE SPRINKLER RISER
ELECTRICAL PANEL
FIRE ALARM PANEL
SECURITY SYSTEM PANEL
DOMESTIC WATER RISER
GAS METER
(4) 4'x2'x8' STORAGE LOCKER
(TYP x 2)
ELECTRICAL PANEL
WALL MOUNTED TRANSFORMER
1/8" = 1'-0"10A FIXTURES, FURNITURE AND EQUIPMENT PLAN
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
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A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A180
FFE PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SCHEDULESCHEDULE
TYPE D1 SCHEDULE(7) PANELS
SCHEDULE
TYPE D2
SECTIONAL DOOR (SD)
POLY
POLY
VISION PANELS (LAYOUT PATTERN)
POLY
POLY
POLY
POLY POLY
TUBE STEEL FRAME (DASHED)
2"2"2"SCHEDULE2"2"SCHEDULE4"TYPE F1 TYPE F2SCHEDULESCHEDULE 2"2"
SCHEDULE NOTES GENERAL NOTES
[1] SECTIONAL DOORS (SD-1): EXTRA-HEAVY DUTY INSULATED SECTIONAL STEEL DOOR.
MODEL: 418. OVERHEAD DOOR COMPANY. FLUSH PANELS. INSULATION R-VALUE: R-7.35.
INCLUDE THE FOLLOWING OPTIONS: ELECTRIC OPERATOR, BOTTOM SENSING EDGE,
3" TRACK, 100K HIGH-CYCLE SPRINGS, JAMB WEATHERSEAL AND BOTTOM
WEATHERSTRIPPING.
TRACK DETAIL: LIFT CLEARANCE TRACK.
JAMB DETAIL: STEEL JAMB MOUNTING.
ELECTRIC OPERATOR: MODEL RHX.
CONTROLS: INTERIOR SURFACE MOUNTED COMBINATION STATION.
FINISH: SHOP PAINT DOORS.
[2] TUBE STEEL (2"x10") FULLY-WELDED FRAME AT SECTIONAL DOORS.
METAL FABRICATIONS: (MF-1)
FINISH: FIELD PAINT.
[3] VISION PANELS (POLY): 3/8 INCH, TRIPLE-WALL, SMOOTH SURFACE, HOLLOW-RIBBED,
CLEAR TRANSPARENT POLYCARBONATE SHEET PANELS.
SUNLITE BY PALRAM AMERICA INC. OR EQUAL.
1. REFER TO PROJECT MANUAL, SECTION 08 71 00, "DOOR HARDWARE" FOR HARDWARE GROUPS.
2. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
3. REFER TO PROJECT MANUAL, SECTION 08 81 00, "GLAZING" FOR GLAZING TYPES.
INSULATING GLASS UNITS SHALL BE LABELED AND NFRC CERTIFIED.
4. REFER TO SHEET G020 FOR STANDARD ABBREVIATIONS LIST.
5. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR
SPECIFIC TYPE OF APPLIED FINISH. THE TERM "PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS
6. REFER TO PROJECT MANUAL, SECTION 07 25 00, "WEATHER RESISTIVE BARRIER" FOR EXTERIOR WALL OPENING FLASHING
REQUIREMENTS.
7. REFER TO BUILDING EXTERIOR OPENING PROTECTION LEGEND FOR FLASHING REQUIREMENTS OF EXTERIOR WALL OPENINGS.
SCHEDULE NOTES GENERAL NOTES
[1] EXPOSED ROOF STRUCTURE AND SIMPLE SAVER INSULATION SYSTEM. PAINT EXPOSED STRUCTURAL STEEL FRAMING.
[2] LOWER WALLS (UP TO 10' HT): MDO PLYWOOD. PAINT. INSTALL VERTICALLY; TIGHT BUTT JOINTS.
UPPER WALLS (ABOVE 10' HT): EXPOSED VAPOR BARRIER (WHITE).
EXPOSED STRUCTURAL STEEL FRAMING (COLUMNS): PAINT.
1. REFER TO COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. "PAINT" (PT) IS A GENERIC TERM USED IN DOCUMENTS. REFER TO PROJECT MANUAL, SECTION 09 91 00, "PAINTING" FOR SPECIFIC TYPE OF APPLIED FINISH. THE TERM
"PAINT" REFERS TO PAINTS, STAINS, SEALERS AND OTHER APPLIED COATINGS.
3. PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
4. PAINT ALL EXPOSED SHEET METAL (GALVANIZED STEEL) HVAC DUCTS. REFER TO COLORS AND MATERIALS SCHEDULE FOR PAINT COLOR.
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A200
SCHEDULES
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
COLORS AND MATERIALS SCHEDULE
NOTES
[1] XXXXXX
[2] XXXXXX
COLORS AND MATERIALS SCHEDULE
SPECIFICATIONS NOTES
GENERAL NOTES:
1. SPECIFICATIONS:
FOOTNOTES:
[X] HOLLOW METAL DOORS AND FRAMES: PROVIDE THE BEST COMMERCIAL QUALITY COMPLYING WITH STEEL DOOR INSTITUTE (SDI) SPECIFICATIONS AND STANDARDS. FLUSH PANEL SEAMLESS DESIGN.
MITERED CORNERS AND FULLY-WELDED FRAMES.
[X] PAINTING: ALL WORK SHALL BE “PREMIUM GRADE IN ACCORDANCE WITH MASTER PAINTERS INSTITUTE (MPI) ARCHITECTURAL PAINTING SPECIFICATIONS MANUALS.
SYMBOL MATERIAL MANUFACTURER SPECIFICATIONS COLOR / PATTERN / TYPE LOCATION
DIVISION 3 - CONCRETE
CONC-1 ARCHITECTURAL CONCRETE -COLOR: PT-1.EXPOSED VERTICAL SURFACES
CONC-2 ARCHITECTURAL CONCRETE -COLOR: PT-2.EXPOSED HORIZONTAL SURFACES
PAC-1 PRECAST ARCHITECTURAL CONCRETE -COLOR: MATCH BRICK MASONRY UNIT (BRK-1). / PT-1.
DIVISION 4 - MASONRY
BRK-1 BRICK MASONRY UNIT MUTUAL MATERIALS PRODUCT: STRUCTURAL BRICK 4-8-12 NOMINAL.COLOR: EBONY. MISSION.REFER TO EXTERIOR ELEVATIONS
M-1 MORTAR COLOR: MATCH BRICK MASONRY UNIT (BRK-1). / PT-1.REFER TO EXTERIOR ELEVATIONS
DIVISION 5 - METALS
MF-1 METAL FABRICATIONS - STEEL MEMBERS. HOT-DIPPED GALVANIZED PROTECTIVE COATING. COLOR: PT-3.
STL-1 STRUCTURAL STEEL FRAMING -COLOR: PT-C.INTERIOR MEMBERS.
STL-2 STRUCTURAL STEEL FRAMING - HOT-DIPPED GALVANIZED PROTECTIVE COATING.COLOR: PT-3.EXTERIOR EXPOSED MEMBERS.
DIVISION 6 - WOOD AND PLASTIC
MDO-1 MDO PLYWOOD - PRODUCT: 3/4" THICK. 4'x10' SHEET. EXTERIOR RATED.COLOR: PT-C.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
MRP-1 METAL ROOFING PANEL AEP SPAN PRODUCT: HR-36. 24 GAUGE.COLOR: COOL MIDNIGHT BRONZE.REFER TO ROOF PLAN
MSP-1 METAL SOFFIT PANEL AEP SPAN PRODUCT: MINI-V-BEAM. 24 GAUGE.COLOR: COOL MIDNIGHT BRONZE.REFER TO REFLECTED CEILING PLAN
MTL-1 METAL FLASHING AND TRIM AEP SPAN COLOR: COOL MIDNIGHT BRONZE.
SSMR-1 STANDING SEAM METAL ROOFING AEP SPAN PRODUCT: DESIGN SPAN. 16" PANEL. 24 GAUGE.COLOR: COOL MIDNIGHT BRONZE.
VMS-1 VERTICAL METAL SIDING AEP SPAN PRODUCT: PERCEPTION COLLECTION. 24 GAUGE.3 PANELS; REPEATING PATTERN. COLOR: TIMELESS BRONZE (CLASSIC BRUSHED)
DIVISION 8 -OPENING
HDW-1 HARDWARE DOOR HARDWARE
HM-1 HOLLOW METAL DOOR AND FRAME COLOR: PT-3 / PT-B.
LVR-1 LOUVER
SD-1 SECTIONAL DOORS OVERHEAD DOOR COMPANY MODEL: 418. EXTRA-HEAVY DUTY INSULATED SECTIONAL DOOR.
SLS-1 SKYLIGHT SYSTEM PALRAM SUNLITE. 1/2" THICK POLYCARBONATE PANEL.
DIVISION 9 - FINISHES
PT-1 CLEAR SEALER PROSOCO BLOK-GUARD GRAFFITI CONTROL.REFER TO EXTERIOR ELEVATIONS
PT-2 CLEAR SEALER REFER TO EXTERIOR ELEVATIONS
PT-3 PAINT SHERWIN WILLIAMS COLOR: TRICORN BLACK. SW6258.REFER TO EXTERIOR ELEVATIONS
PT-A CLEAR SEALER REFER TO INTERIOR ELEVATIONS
PT-B PAINT SHERWIN WILLIAMS COLOR: TRICORN BLACK. SW6258.REFER TO INTERIOR ELEVATIONS
PT-C PAINT SHERWIN WILLIAMS COLOR: WHITE.REFER TO INTERIOR ELEVATIONS
NO
DOOR
RATING HARDWARE GROUP
FRAME
NOTESWIDTH HEIGHT TYPE MATERIAL FINISH GLAZING MATERIAL FINISH TYPE GLAZING
FP-01
100A 3'-0" 7'-0" D1 HM PT -HM PT F2 -
100B 3'-0" 7'-0" D1 HM PT -HM PT F2 -
100C 3'-0" 7'-0" D1 HM PT -HM PT F2 -
100D 3'-0" 7'-0" D1 HM PT -HM PT F2 -
100E 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100F 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100G 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100H 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100I 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100J 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100K 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100L 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100M 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100N 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100O 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100P 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100Q 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
100R 24'-0" 16'-0" D2 [1] STL PT [1] POLY [3]STL PT F1 [2] -
DOOR SCHEDULE
NO ROOM NAME
FLOOR
BASE
CEILING WALL
NOTESMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH
FP-01
100 VEHICLE STORAGE CONC SLR - [1] [1] [2] [2]
ROOM FINISH SCHEDULE
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
MATERIALS LEGEND
PATTERNMATERIAL
CONCRETE (ARCHITECTURAL)
refer to schedule for
color and finish,
rustication joint pattern
per elevations
VERTICAL METAL SIDING (VMS)
refer to schedule for
color and finish
PRECAST ARCHITECTURAL CONCRETE (PAC)
refer to schedule for
color and finish, joint
pattern per elevations
BRICK MASONRY UNIT (BRK)
refer to schedule for
color and finish, brick
pattern per elevations
NOTESYMBOL
ELEVATION NOTES
E01 +
+
+
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
ON SHEET G030 FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
3. PAINT ALL EXPOSED CONDUITS AND PIPES;
MATCH COLOR OF ADJACENT MATERIAL.
0105030204
HOLLOW METAL DOOR AND FRMAE
(HM-1) / (PT-3)
BICDEFGH
STANDING SEAM METAL ROOFING
(SSMR-1)
BRICK MASONRY UNIT
(BRK-1) / (PT-1)
VERTICAL METAL SIDING
(VMS-1)
SECTIONAL DOORS
(SD-1)
PRECAST ARCHITECTURAL CONCRETE
(PAC-1) / (PT-1)
BUILT-IN CONCEALED METAL GUTTER
(MTL-1)
METAL FASCIA TRIM
(MTL-1)
AJ
SKYLIGHT SYSTEM
(SLS-1)
STEEL CANOPY
(STL-2) / (PT-3)
EXTERIOR STEEL COLUMNS
(STL-2) / (PT-3)
ARCHITECTURAL CONCRETE PLINTH
(CONC-1) / (PT-1)
TUBE STEEL FRAME @ SECTIONAL DOORS
(MF-1) / (PT-3)
01 0503
METAL RAKE TRIM
(MTL-1)
02 04
3'-0"16'-0"B ICDEFGH
9'-4"16'-0"A J
EXTERIOR FINISH SCHEDULE
PRECAST ARCHITECTURAL CONCRETE (PAC)
STANDING SEAM METAL ROOFING (SSMR)FACTORY FINISH
METAL FLASHING AND TRIM FACTORY FINISH
1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. ABBREVIATIONS:
3. FOOTNOTES:
[1] BRICK MASONRY UNIT: MUTUAL MATERIALS. STRUCTURAL BRICK. 4-8-12 NOMINAL.
(8" STRETCHER: 3.5x7.5x11.5)
4. GENERAL NOTES:
(1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
ARCHITECTURAL CONCRETE (VERTICAL)
ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER
METAL FABRICATIONS PAINT
METAL GUTTERS AND DOWNSPOUTS FACTORY FINISH
HOLLOW METAL DOORS AND FRAMES PAINT
VERTICAL METAL SIDING (VMS) FACTORY FINISH
BRICK MASONRY UNIT (BRK) [1]CLEAR SEALER (GRAFFITI CONTROL)
SECTIONAL DOOR FACTORY FINISH
METAL SOFFIT PANEL (MSP) FACTORY FINISH
BOLLARDS (STEEL)PAINT
CLEAR SEALER (GRAFFITI CONTROL)
SKYLIGHT SYSTEM FACTORY FINISH
METAL ROOFING PANEL (MRP) FACTORY FINISH
STRUCTURAL STEEL FRAMING (STL) PAINT
CLEAR SEALER (GRAFFITI CONTROL)
1/8" = 1'-0"7C NORTH ELEVATION
1/8" = 1'-0"3C WEST ELEVATION
1/8" = 1'-0"7F SOUTH ELEVATION
1/8" = 1'-0"10C EAST ELEVATION
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:14:35 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B2_Vehicle_storage_EunB.rvt06.15.20 a18-069
A300
EXTERIOR
ELEVATIONS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SYMBOL AND TEXT
SECTION LEGEND
DESCRIPTION
NOTESYMBOL
SECTION NOTES
BS01 +
+
+
W1
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
T.O.F.
T.O.F.
EL. 0'-0"
01
T.O.B.
EL. 20'-0"
05 03
20'-0"STEEL CANOPY
(STL-2) / (PT-3)
BUILT-IN CONCEALED METAL GUTTER
(TYP)
0204
METAL SOFFIT PANEL
(MSP-1)VEHICLE
STORAGE
100
METAL SOFFIT PANEL
(MSP-1)
EXTERIOR STEEL COLUMN
(STL-2) / (PT-3)
ARCHITECTURAL CONCRETE PLINTH
(CONC-1) / (PT-1)
STEEL CHANNEL FASCIA
(STL-2) / (PT-3)3'-0"16'-0"T.O.F.
EL. 0'-0"
B
T.O.B.
EL. 20'-0"
ICDEFGH
20'-0"A J
VEHICLE
STORAGE
100
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A400
BUILDING
SECTIONS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B2
1/8" = 1'-0"6B BUILDING SECTION
1/8" = 1'-0"10B BUILDING SECTION
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
NORTH
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
REVISION
C.O.S. = center of structure
F.O.S. = face of structure
(E) = existing
WALL SECTION
GRID LINE DESIGNATION
BUILDING SECTION
DETAIL
REVISION
MATCHLINE
NORTH ARROW
01
A
ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION
MATCHLINE
6B
A300
10B
A400
10B
A500
3B
A700
1
A601
3A
10A 5A
7A
01
A
F.O.S.
C.O.S.F.O.S.C.O.S.F.O.S.
C.O.S.F.O.S.C.O.S.P R O J E C T I N F O R M A T I O N
BUILDING AREA
FIRST FLOOR 2,662 SQ FT
TOTAL 2,662 SQ FT
G E N E R A L N O T E S
1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE
CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF
ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT
ANY DISCREPANCIES WITH DRAWINGS.
4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO
PROCEEDING WITH ANY WORK OR FABRICATION.
6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM
QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED
DETAIL FOR GUIDANCE AND APPROVAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO
ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT
FOR DUCTS, PIPES, CONDUITS AND EQUIPMENT.
9. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION, FACE OF CONCRETE, FACE OF
MASONRY, FACE OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED.
10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING
AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING.
11. REPAIR / REPLACE EXISTING WALL FLOOR AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED
DURING COURSE OF CONSTRUCTION.
12. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK CAP ALL EXISTING UTILITIES (PLUMBING,
ELECTRICAL AND MECHANICAL) BEHIND WALLS FLOORS, ETC.
C O D E I N F O R M A T I O N
OCCUPANCY CLASSIFICATION
IBC CHAPTER 3 S-2 STORAGE (LOW-HAZARD)
IBC CHAPTER 9 BUILDING NOT EQUIPPED WITH FIRE ALARM AND DETECTION SYSTEM.
IBC CHAPTER 9 BUILDING NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM.
IBC TABLE 504.3 55 FEET
(NS = BUILDING NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM)
IBC TABLE 504.4 3 STORIES
(NS = BUILDING NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM)
MAXIMUM ALLOWABLE BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING STORIES
MAXIMUM ALLOWABLE FLOOR AREA
AUTOMATIC FIRE SPRINKLER SYSTEM
FIRE ALARM AND DETECTION SYSTEM
BUILDING ELEMENTS FIRE-RESISTANCE RATING
EXTERIOR WALL FIRE-RESISTANCE RATING
IBC TABLE 601
STRUCTURAL FRAME 0 HR
BEARING WALLS
EXTERIOR 0 HR
INTERIOR 0 HR
NON-BEARING WALLS
EXTERIOR TABLE 602
INTERIOR 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION 0 HR
IBC TABLE 506.2
FIRST FLOOR 26,000 SQ FT
TOTAL 26,000 SQ FT
(ALLOWABLE AREA PER FLOOR = 26,000 SQ FT) [1]
[1] NS = BUILDING NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM
IBC TABLE 602
FIRE SEPARATION DISTANCE
X < 5 FT X HR
5 FT < X < 10 FT X HR
10 FT < X < 30 FT X HR
IBC SECTION 602 IIB (NON-FIRE RATED)
NON-COMBUSTIBLE CONSTRUCTION)
CONSTRUCTION TYPE
GOVERNING CODE 2018 INTERNATIONAL BUILDING CODE (IBC)
WASHINGTON STATE AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
WASHINGTON STATE AMENDMENTS
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 UNIFORM PLUMBING CODE (UPC)
IBC SECTION 1604.5 II
RISK CATEGORY OF BUILDING
S H E E T I N D E X
E001 ABBREVIATIONS AND LEGEND
E100 ELECTRICAL PLANS
S100 FOUNDATION AND ROOF FRAMING PLAN
A100 PLANS
A300 ELEVATIONS AND SECTIONS
G001 COVER SHEET
G010 PICTORIAL VIEWS
design group
Ó HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from
Helix Design Group
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
AMERICAN INSTITUTE OF ARCHITECTS
PLOTTED:FILE PATH:6/13/2020 9:33:28 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_B3_Carport_EunB.rvtSCHEMATIC DESIGN
31627 - 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
06.15.20 a18-069
G001
COVER SHEET
FEDERAL WAY, WASHINGTON
SUBMITTAL
SCHEMATIC DESIGN
PROJECT: a18-069 -LAKEHAVENLAKEHAVEN WATER AND SEWER DISTRICT
M A I N C A M P U S
C O V E R E D V E H I C L E P A R K I N G B U I L D I N G B 3
BUILDING B3
LAKEHAVEN
MAIN CAMPUS
STRUCTURAL ENGINEER ELECTRICAL ENGINEER
N.T.S.NORTH NORTH
S Y M B O L S
V I C I N I T Y M A PA R E A M A P
PROJECT LOCATION
N.T.S.
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
CONTACT: ANDREW MCEACHERN
PHONE: 253.383.2422
AMCEACHERN@AHBL.COM
GENERAL DRAWINGS STRUCTURAL DRAWINGS
ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
PHONE: (253) 922-9037
CONTACTS:
JEFF BLACHOWSKI
PROJECT MANAGER
EUN BACKSTROM
PROJECT ARCHITECT
ARCHITECT
LAKEHAVEN WATER & SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
CONTACTS:
KEN MILLER
PHONE: (253)946-5405
MOLLY DU
PHONE: (253) 946-5400
OWNER
LYDIG CONSTRUCTION
3180 139TH AVE SE
SUITE 110
BELLEVUE, WA 98005
CONTACTS:
GLYN SLATTERY
PHONE: (425) 885-3314
TIM CASAD
PHONE: (425) 885-3314
GENERAL CONTRACTOR
AREA OF WORK
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: ERIC ROBERTS
PHONE: 253.383.3257
ERICR@HULTZBHU.COM
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
5A ISOMETRIC VIEW - NORTHWEST 5F ISOMETRIC VIEW - NORTHEAST
10F ISOMETRIC VIEW - SOUTHEAST10AISOMETRIC VIEW - SOUTHWEST
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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G010
PICTORIAL
VIEWS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B3
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
10D
A300
10D
A300
A
A
01 01
A300
5D
A300
8F
A300
3D
A300
8D C.O.S.C.O.S.
02 02
F
F
120'-0"20'-0"C.O.S.
B
B
24'-0"
C
C
D
D
E
E
20'-0"24'-0"24'-0"24'-0"24'-0"
STRUCTURAL STEEL COLUMN
(STL-1)
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
VEHICLE
BAY
10'x20'
EDGE OF ROOF CANOPY ABOVEC.O.S.C.O.S.C.O.S.C.O.S.C.O.S.VEHICLE
215
VEHICLE
217
VEHICLE
035
CONCRETE SLAB-ON-GRADE
(TYP)
24" DIAMETER CONCRETE PLINTH
AND STEEL COLUMNS (TYP)
GENERAL NOTES:
1. EXTERIOR END WALLS:
LOWER WALL: 36" HT. 12" ARCHITECTURAL CONCRETE.
UPPER WALL: METAL STUD WITH VERTICAL METAL SIDING @ BOTH SIDES.
EXTERIOR END WALLS
(TYP)
BUILDING AREA (GROSS CONSTRUCTION AREA)
FIRST FLOOR 2,662 SQ FT
TOTAL 2,662 SQ FT
8H
A300
8H
A300
121'-0"
6"
1'-0"1'-0"
6"22'-0"1'-0"1'-0"10D
A300
10D
A300
A
A
01 01F.O.S.F.O.S.
02 02
F
F
B
B
C
C
D
D
E
E8H
A300
8H
A300
RIDGE
STANDING SEAM METAL ROOFING
(SSMR-1)
METAL GUTTER
(MTL-1)SLOPE2:1210D
A300
10D
A300
A
A
01 01
02 02
F
F
B
B
C
C
D
D
E
E8H
A300
8H
A300
METAL SOFFIT PANELS
(MSP-1)
METAL SOFFIT PANELS
(MSP-1)SLOPE2:12design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
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A100
PLANS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B3
NORTH
1/8" = 1'-0"10D FLOOR PLAN
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
1/8" = 1'-0"4D ROOF PLAN
1/8" = 1'-0"7D REFLECTED CEILING PLAN
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
SYMBOL AND TEXT
ELEVATION LEGEND
DESCRIPTION
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
W1
T.O.F.
MATERIALS LEGEND
PATTERNMATERIAL
CONCRETE (ARCHITECTURAL)
refer to schedule for
color and finish,
rustication joint pattern
per elevations
VERTICAL METAL SIDING (VMS)
refer to schedule for
color and finish
EXTERIOR FINISH SCHEDULE
STANDING SEAM METAL ROOFING (SSMR)FACTORY FINISH
METAL FLASHING AND TRIM (MTL)FACTORY FINISH
1. REFER TO EXTERIOR COLORS AND MATERIALS SCHEDULE FOR COLORS AND FINISHES.
2. ABBREVIATIONS:
3. FOOTNOTES:
[1]
4. GENERAL NOTES:
(1) PAINT ALL EXPOSED CONDUITS AND PIPES; MATCH COLOR OF ADJACENT MATERIAL.
ARCHITECTURAL CONCRETE (VERTICAL) CLEAR SEALER
ARCHITECTURAL CONCRETE (HORIZONTAL) CLEAR SEALER
STRUCTURAL STEEL FRAMING PAINT
METAL GUTTERS AND DOWNSPOUTS FACTORY FINISH
VERTICAL METAL SIDING (VMS) FACTORY FINISH
METAL SOFFIT PANEL (MSP) FACTORY FINISH
BOLLARDS (STEEL)PAINT
NOTESYMBOL
ELEVATION NOTES
E01 +
+
+
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
ON SHEET G030 FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
3. PAINT ALL EXPOSED CONDUITS AND PIPES;
MATCH COLOR OF ADJACENT MATERIAL.
0102
AFBCDE
01 02
VERTICAL METAL SIDING
(VMS-1)
ARCHITECTURAL CONCRETE
(CONC-1)
A FBCDE
STANDING SEAM METAL ROOFING
(SSMR-1)
ARCHITECTURAL CONCRETE
(CONC-1)
T.O.F.
EL. 0'-0"
A
T.O.B.
EL. 14'-0"
FBCDE
14'-0"3'-0"3'-0"T.O.F.
EL. 0'-0"
01
T.O.B.
EL. 14'-0"
02
14'-0"SYMBOL AND TEXT
SECTION LEGEND
DESCRIPTION
NOTESYMBOL
SECTION NOTES
BS01 +
+
+
W1
ASSEMBLY TYPES
W = wall type
R = roof type
S = soffit type
F = floor type
NOTE
GENERAL NOTES
1. REFER TO BUILDING ASSEMBLY LEGEND
FOR ASSEMBLY TYPES.
2. REFER TO SHEET G020 FOR STANDARD
ABBREVIATIONS LIST.
ELEVATION
surface type designation
T.O.F. = top of floor
T.O.B. = top of bearing
T.O.F.
1/8" = 1'-0"8F NORTH ELEVATION
1/8" = 1'-0"5D WEST ELEVATION
1/8" = 1'-0"8D SOUTH ELEVATION
1/8" = 1'-0"3D EAST ELEVATION
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:33:28 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A-Lakehaven_B3_Carport_EunB.rvt06.15.20 a18-069
A300
ELEVATIONS
AND
SECTIONS
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B3
1/8" = 1'-0"10D BUILDING SECTION
1/8" = 1'-0"8H BUILDING SECTION
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
NORTH
SECTION NUMBER
SHEET NUMBER
SHEET NUMBER
SECTION LETTER
SHEET NUMBER
DETAIL NUMBER
REVISION
C.O.S. = center of structure
F.O.S. = face of structure
(E) = existing
WALL SECTION
GRID LINE DESIGNATION
BUILDING SECTION
DETAIL
REVISION
MATCHLINE
NORTH ARROW
01
A
ELEVATION NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
INTERIOR ELEVATION
MATCHLINE
6B
A300
10B
A400
10B
A500
3B
A700
1
A601
3A
10A 5A
7A
01
A
F.O.S.
C.O.S.F.O.S.C.O.S.F.O.S.
C.O.S.F.O.S.C.O.S.P R O J E C T I N F O R M A T I O N
PROJECT INFORMATION
ROOF AREA 15,120 SQ FT
G E N E R A L N O T E S
1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE
CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN.
2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF
NY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT
ANY DISCREPANCIES WITH DRAWINGS.
4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO
PROCEEDING WITH ANY WORK OR FABRICATION.
6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS.
7. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM
QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SUGGESTED
DETAIL FOR GUIDANCE AND APPROVAL.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO
ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT
FOR DUCTS, PIPES, CONDUITS AND EQUIPMENT.
9. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION, FACE OF CONCRETE, FACE OF
MASONRY, FACE OF FRAME OR FACE OF ROUGH OPENING, UNLESS OTHERWISE NOTED.
10. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING
AND ALL STRUCTURAL CONCRETE. OWNER TO HIRE AN INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING.
11. REPAIR / REPLACE EXISTING WALL FLOOR AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING
COURSE OF CONSTRUCTION.
12. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK CAP ALL EXISTING UTILITIES (PLUMBING,
ELECTRICAL AND MECHANICAL) BEHIND WALLS FLOORS, ETC.
C O D E I N F O R M A T I O N
IBC CHAPTER 9 EXISTING BUILDING IS NOT EQUIPPED WITH FIRE SPRINKLER SYSTEM.
IBC SECTION 602 IIB (NON-FIRE RATED)
NON-COMBUSTIBLE CONSTRUCTION)
CONSTRUCTION TYPE
AUTOMATIC FIRE SPRINKLER SYSTEM
GOVERNING CODE 2018 INTERNATIONAL BUILDING CODE (IBC)
WASHINGTON STATE AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
WASHINGTON STATE AMENDMENTS
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 UNIFORM PLUMBING CODE (UPC)
OCCUPANCY CLASSIFICATION
IBC CHAPTER 3
B BUSINESS
S-1 STORAGE (MODERATE-HAZARD)
A S B U I L T D O C U M E N T S
ASBUILT DOCUMENTS FOR THE EXISTING WATERSHOP BUILDING B4 ARE AVAILABLE FROM OWNER UPON REQUEST.
R E P O R T S A N D D O C U M E N T S
1. A COPY OF THE GOOD FAITH ASBESTOS ROOF SURVEY; BY MED-TOX NORTHWEST, DATED FEBRUARY 21, 2020 HAS BEEN ISSUED
UNDER A SEPARATE DOCUMENT.
A110 ROOF PLAN
D110 DEMOLITION ROOF PLAN
G001 COVER SHEET
design group
Ó HELIX DESIGN GROUP, INC.: All rights
reserved. No part of this document may be reproduced in
any form or by any means without permission in writing from
Helix Design Group
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
AMERICAN INSTITUTE OF ARCHITECTS
PLOTTED:FILE PATH:6/13/2020 9:40:07 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B4_Existing_Water_Shop_EunB.rvtSCHEMATIC DESIGN
31627 - 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
06.15.20 a18-069
G001
COVER SHEET
FEDERAL WAY, WASHINGTON
SUBMITTAL
SCHEMATIC DESIGN
PROJECT: a18-069 -LAKEHAVENLAKEHAVEN WATER AND SEWER DISTRICT
R O O F I N G R E P L A C E M E N T
W A T E R S H O P B U I L D I N G B 4
BUILDING B4
LAKEHAVEN
MAIN CAMPUS
N.T.S.NORTH NORTH
S Y M B O L S
V I C I N I T Y M A PA R E A M A P
PROJECT LOCATION AREA OF WORK
N.T.S.
GENERAL DRAWINGS
DEMOLITION DRAWINGS
ARCHITECTURAL DRAWINGS
S H E E T I N D E X
HELIX DESIGN GROUP, INC.
6021 12th STREET EAST SUITE 201
TACOMA, WASHINGTON 98424
PHONE: (253) 922-9037
CONTACTS:
JEFF BLACHOWSKI
PROJECT MANAGER
EUN BACKSTROM
PROJECT ARCHITECT
ARCHITECT
LAKEHAVEN WATER & SEWER DISTRICT
31627 1ST AVENUE SOUTH
FEDERAL WAY, WA 98063
CONTACTS:
KEN MILLER
PHONE: (253)946-5405
MOLLY DU
PHONE: (253) 946-5400
OWNER
LYDIG CONSTRUCTION
3180 139TH AVE SE
SUITE 110
BELLEVUE, WA 98005
CONTACTS:
GLYN SLATTERY
PHONE: (425) 885-3314
TIM CASAD
PHONE: (425) 885-3314
GENERAL CONTRACTOR
STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: BRIAN WHITE
PHONE: 253.383.3257
BRIANW@HULTZBHU.COM
AHBL INC
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
CONTACT: ANDREW MCEACHERN
PHONE: 253.383.2422
AMCEACHERN@AHBL.COM
HULTZ BHU ENGINEERS INC
1111 FAWCETT AVENUE, SUITE 100
TACOMA, WASHINGTON 98402
CONTACT: ERIC ROBERTS
PHONE: 253.383.3257
ERICR@HULTZBHU.COM
MECHANICAL DRAWINGS
STRUCTURAL DRAWINGS
ELECTRICAL DRAWINGS
HAZARDOUS MATERIALS CONSULTANT
MED-TOX NORTHWEST
P.O. BOX 1446
AUBURN, WASHINGTON 98071
CONTACT: KIMBERLY RICHE
PHONE: 253.351.0677
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
01
01
A A
11
11
B B
02
02
03
03
04
04
05
05
06
06
07
07
08
08
09
09
10
10
DEMOLITION SCOPE OF WORK:
1. METAL ROOFING SYSTEM
2. METAL FLASHING AND TRIM
3. METAL MANSARD
4. METAL GUTTERS AND AND DOWNSPOUTS
5. SEALANTS
6. THERMAL BATT INSULATION AND VAPOR BARRIER
7. EXHAUST VENT FLASHING
ROOFING REPLACEMENT:
RIDGE (E)
DEMOLITION METAL ROOFING
DEMOLISH METAL MANSARD SLOPE(E)SLOPE(E)1/8" = 1'-0"10A DEMOLITION ROOF PLAN
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:40:07 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B4_Existing_Water_Shop_EunB.rvt06.15.20 a18-069
D110
DEMOLITION
ROOF PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B4
NORTH
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
01
01
A A
11
11
B B
02
02
03
03
04
04
05
05
06
06
07
07
08
08
09
09
10
10
RIDGE
STANDING SEAM METAL ROOFING
(SSMR-1)
BUILT-IN CONCEALED METAL GUTTER
(MTL-1)
SCOPE OF WORK:
1. STANDING SEAM METAL ROOFING SYSTEM
2. METAL FLASHING AND TRIM
3. METAL FASCIA AND RAKE TRIM (18" WIDE)
4. BUILT-IN METAL GUTTERS AND DOWNSPOUTS
5. SEALANTS
6. SIMPLE SAVER INSULATION SYSTEM + FABRIC LINER
R-25 + R-11 FIBERGLASS BATT INSULATION
7. PROVIDE FALL PROTECTION SYSTEM (TIE-DOWN ANCHORS) AT ROOF.
ROOFING REPLACEMENT:
METAL RAKE TRIM
(MTL-1)
BUILT-IN CONCEALED METAL GUTTER
(MTL-1)SLOPE(E)SLOPE(E)250'-0"60'-0"4'-0"4'-0"4'-0"4'-0"
ROOF ALTERNATE #1
SCOPE OF WORK:
1. ROOF OVERHANG (EXTENSION OF EAVE AND RAKE ENDS)
STRUCTURAL STEEL FRAMING (ROOF OVERHANG)
SOFFIT FRAMING (COLD FORM METAL JOISTS)
METAL SOFFIT PANEL (MSP-1)
2. INCLUDES ROOFING REPLACEMENT SCOPE OF WORK FOR ROOF OVERHANG AREA
STANDING SEAM METAL ROOFING SYSTEM
METAL FLASHING AND TRIM
METAL FASCIA AND RAKE TRIM (18" WIDE)
BUILT-IN METAL GUTTERS AND DOWNSPOUTS
SEALANTS
ROOF ALTERNATE #1:
NORTH
1/8" = 1'-0"10A ROOF PLAN
2'8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
2' 8'
SCALE: 1/8" = 1'-0"
0'
4'16'1'
design group
Ó HELIX DESIGN GROUP, INC.: All rights reserved.
No part of this document may be reproduced in any
form or by any means without permission in writing
from Helix Design Group.
AMERICAN INSTITUTE OF ARCHITECTS
HELIX DESIGN GROUP, INC
DRAWING NO.
DATE JOB NO.
REVISION DATE
A
3
2
1
4
5
6
7
8
9
10
B C D E F G H J K
A B C D E F G H J K
3
2
1
4
5
6
7
8
9
10
PLOTTED:FILE PATH:6/13/2020 9:40:06 PMC:\Users\eunb\Desktop\Revit 2020 Projects\a18-069-BIM-A_Lakehaven_B4_Existing_Water_Shop_EunB.rvt06.15.20 a18-069
A110
ROOF PLAN
FEDERAL WAY, WASHINGTON
SCHEMATIC DESIGN
SUBMITTALPROJECT: a18-069 -LAKEHAVENLAKEHAVEN
MAIN CAMPUS
BUILDING B4
STATE OF WASHINGTON
5143
BRUCE McKEAN
REGISTERED
ARCHITECT
Lakehaven Water and Sewer DistrictMain Campus
Exterior Color Elevations15 Jun 2020
HELIX DESIGN GROUP, INC.
Building B1
East Elevation 1/8” = 1’-0”
West Elevation 1/8” = 1’-0”
South Elevation 1/8” = 1’-0”North Elevation 1/8” = 1’-0”
Brick Masonry Unit(BRK-1)
Vertical Metal Siding(VMS-1)
Architectural Wall Panel(AWP-1)
Standing Seam Metal Roofing (SSMR-1)
Metal Roofing Panel (MRP-2)
Metal Wall Panel(MWP-1)
Aluminum Composite Material(ACM-1)
Aluminum Composite Material(ACM-1)
Precast Architectural Concrete (PAC-1)Shadow Box Trim(ALUM-2)Shadow Box Trim(ALUM-2)
Structural Steel Lintel(PT-3)
Built-In Concealed Metal Gutter& Metal Fascia Trim(MTL-1)
Architectural Concrete Plinth(CONC-1)Structural Steel Framing(PT-3)
Lakehaven Water and Sewer DistrictMain Campus
Exterior Color Elevations15 Jun 2020
HELIX DESIGN GROUP, INC.
Building B2
Exterior Steel Columns (PT-3)Architectural Concrete Plinth(CONC-1)
Hollow Metal Door (PT-3)
Built-In Concealed Metal Gutter& Metal Fascia Trim(MTL-1)
Steel Canopy (PT-3)Standing Seam Metal Roofing (SSMR-1)Steel Outriggers(PT-3)
Brick Masonry Unit(BRK-1)Precast Architectural Concrete (PAC-1)Sectional Doors (SD-1)& Tube Steel Frame (PT-3)
Vertical Metal Siding(VMS-1)West Elevation 1/8” = 1’-0”
North Elevation 1/8” = 1’-0”
East Elevation 1/8” = 1’-0”
South Elevation 1/8” = 1’-0”