HomeMy WebLinkAboutP_CUP Drawings_241112_v1DETAIL REFERENCE
BUILDING SECTION
WALL SECTION
INTERIOR ELEVATIONS
ROOM IDENTIFICATION
WINDOW/RELITE TAG
DOOR TAG
KEYNOTE TAG
ROOF/FLOOR TAG
CEILING TAG
GRID NUMBER
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
ELEVATION
NUMBER
SHEET
NUMBER
ROOM
NUMBER
WINDOW TYPE
REFERENCE
DOOR TYPE
REFERENCE
KEYNOTE REFERENCE
CEILING HEIGHT
GRID LINE
REFERENCE
1
A#.#
SIM
1
A#.#
SIM
SIM
A101
1
ROOM NAME
101
A
###
10'-10"
0
A7.1
1
1
11
101A
AROOM SIGNAGE TAG
NORTH ARROW
CASEWORK TAG
WALL ASSEMBLY TAG
SIGN TYPE
ASSOCIATED
DOOR MARK
R1 ROOF/FLOOR ASSEMBLY
TYPE REFERENCE
______________
__
_
_
_
_
_
11A
8 1
B.01.A
WALL ASSEMBLY
INFORMATION
REFER TO A5.1 & A9.1
N10.01
CASEWORK TYPE
REFERENCE
REFER TO A9.4
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
12" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
T1.1.1
TITLE SHEET
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
FIRE STATION 16 & MAINTENANCE BLDG
RENTON REGIONAL FIRE AUTHORITY
RENTON, WA
GENERAL PROJECT NOTES
1. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND
REGULATIONS.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH SUBCONTRACTOR TO REVIEW, UNDERSTAND AND
COORDINATE WORK WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, AND ALL CONTRACT DRAWINGS BEFORE
THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT
TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL
DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER,
ENGINEER OR ARCHITECT.
3. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION AND THE ENGINEER FOR ALL UTILITY
INTERRUPTIONS IN ADVANCE OF NEEDED DATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIRED
NOTIFICATION TIMES WITH EACH GOVERNING JURISDICTION AND/OR UTILITY.
4. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT, ELECTRICAL
EQUIPMENT, OWNER SUPPLIED EQUIPMENT, AND OTHER EQUIPMENT, AS WELL AS SHOP DRAWINGS AS REVIEWED BY
ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK.
5. CONTRACTOR SHALL VERIFY/ADJUST SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES, POWER, WATER AND
DRAIN INSTALLATION BEFORE PROCEEDING WITH THE WORK. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO OWNER.
6. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES AND MILLWORK AS REQUIRED BY APPLICABLE
MANUFACTURER RECOMMENDATIONS, AND AS INDICATED BY ARCHITECT DURING SUBMITTAL PROCESS.
7. ALL PENETRATIONS OF FIRE RESISTIVE WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT
CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM.
8. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL PLACEMENT OF LIGHT FIXTURES AND DIFFUSERS IN ALL
CEILINGS AND WALLS. COORDINATE WITH ELECTRICAL PRIOR TO ACOUSTICAL CEILING GRID INSTALLATION.
9. ALL DIMENSIONS ARE FROM FACE OF CONCRETE MASONRY UNIT, BLOCK, STUD OR CENTERLINE OF COLUMNS, UNLESS
NOTED OTHERWISE.
10. ALL EXTERIOR WALL & ROOF OPENINGS, FLASHING, COUNTER-FLASHING, EXPANSION JOINTS SHALL BE CONSTRUCTED IN
SUCH A MANNER AS TO MAKE THEM WEATHERPROOF AND WATERTIGHT.
11. EACH INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE
COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS
AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT.
12. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT.
NOTIFY ARCHITECT OF ANY DISCREPANCIES.
13. RECYCLING-CONTRACTOR IS ENCOURAGED TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS
WHERE SUITABLE. CONTRACTOR SHOULD NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH MAY BE
APPROPRIATE FOR SUBSTITUTION. REFER TO THE 'DIRECTORY OF RECYCLED CONTENT BUILDING AND CONSTRUCTION
PRODUCTS', CLEAN WASHINGTON CENTER, (206) 464-7040.
14. THIS PROJECT HAS UNIT COSTS, SEE SPECIFICATIONS.
15. THIS PROJECT HAS ALTERNATES, SEE SPECIFICATIONS
16. THIS PROJECT HAS ALLOWANCES, SEE SPECIFICATIONS.
17. THIS PROJECT HAS BIDDER DESIGNED AND INSTALLED FEATURES AS NOTED BELOW, TO BE SUBMITTED AS A DEFERRED
SUBMITTAL BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL
REQUIRED PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR INCLUDING ALL PREPARATION AND PERMIT REVIEW TIME IN
THE PROJECT SCHEDULE. THE CONTRACTOR SHALL HIRE ENGINEERS FOR DELEGATED DESIGN AND PROVIDE REQUIRED
STAMPED (BY WA STATE LICENSED ENGINEERS) DRAWINGS AND CALCULATIONS. BIDDER DESIGNED & INSTALLED ITEMS
INCLUDE:
• AUTO. SPRINKLER SYSTEM PER NFPA 13, IBC SECTION 903.3.1.1
• FIRE ALARM SYSTEM PER SPECIFICATIONS AND REQUIREMENTS
• METAL SHELVING SEISMIC ATTACHMENT.
• STEEL STAIRS AND RAILINGS PER SPECIFICATIONS AND REQUIREMENTS
• PHOTOVOLTAIC SYSTEMS
• SOILS IMPROVEMENTS DESIGN AND SYSTEMS
• FALL PROTECTION SYSTEMS
• ALL DEFERRED SUBMITTALS AS LISTED ON DRAWINGS AND SPECIFICATIONS
18. SYSTEMS COMMISSIONING -
• IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION INSTALLED SUCH THAT
THE MARK IS READILY OBSERVABLE DURING INSPECTION.
• ALL HVAC CONTROL SYSTEMS AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY
CONSUMPTION PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY WAC.51-11-1416 SHALL REQUIRE
SYSTEMS COMMISSIONING. PRELIMINARY AND FINAL REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1416.4.2.2
• CLOSEOUT DOCUMENTATION SHALL INCLUDE APPLICABLE WSEC ENVELOPE COMPLIANCE FORMS AND
CALCULATIONS, AND FENESTRATION NFRC RATING CERTIFICATES
19. PROVIDE FIRE BLOCKING PER 2021 IBC SECTION 718
20. PROVIDE A 2021 WASHINGTON STATE ENERGY CODE (WSEC) COMPLIANT AIR BARRIER INCLUDING BLOWER DOOR
TESTING, INSPECTIONS, SEALING AND REPORTS.
21. REFER TO SPECIFICATION SECTION 00 7700 FOR CLOSEOUT PROCEDURES COMPLIANT WITH WSEC C103.6
PROJECT TEAM
DRAWING SYMBOLS ABBREVIATIONS
OWNER:
RENTON FIRE AUTHORITY
18002 18TH AVE SE
RENTON, WA 98055
PHONE: 425.276.9503
CONTACT: DANIEL ALEXANDER
ARCHITECT:
TCA ARCHITECTURE PLANNING
6211 ROOSEVELT WAY NORTHEAST
SEATTLE, WASHINGTON 98115
PHONE: 206.522.3830
CONTACT: NICK FALLER
CIVIL ENGINEER
LPD ENGINEERS
1932 FIRST AVENUE, SUITE 201
SEATTLE, WA 98101
PHONE: 206725
CONTACT: MARC J. SERVIZI
LANDSCAPE ARCHITECT
AHBL
2215 NORTH 30TH STREET
SEATTLE, WA 98403
PHONE: 253.383.2422
CONTACT: MEREDITH SESSIONS, CRAIG
SKIPTON
STRUCTURAL ENGINEER
COUGHLIN PORTER LUNDEEN
STRUCTURAL
1191 SECOND AVENUE, SUITE 1100
SEATTLE, WA 98101
PHONE: 206.343.0460
CONTACT: MIKE ARMSTRONG
MECHANICAL ENGINEER
SIDER + BYERS ASSOCIATES, INC.
192 NICKERSON ST STE 300
SEATTLE, WA 98109
PHONE: 206.285.2966
CONTACT: JON SHAFER, P.E.
ELECTRICAL ENGINEER
TFWB ELECTRICAL ENGINEERING
1200 WESTLAKE AVE N, STE 509
SEATTLE, WA 98109
PHONE: 206.285.7228
CONTACT: KEVIN WARTELLE
GEOTECHNICAL ENGINEER
GEOENGINEERS
17425 NE UNINION HILL ROAD, SUITE 250
REDMOND, WA 98020
PHONE: 425.861.6000
CONTACT: CARSON CHEUNG, PE
SURVEY:
AHBL
2215 NORTH 3OTH STREET, SUITE 300
TACOMA, WA 98403-3350
PHONE: 253.383.3350
CONTACT: DAVID C. FOLLANSBEE, PLS
ARBORIST:
OSG ONEIL (ATLAS ONE)
17619 NE 67TH CT, SUITE 100
PHONE: 425.429.7800
CONTACT: SHANNON INGEBRIGHT
PROJECT INFORMATION
& AND
∠ANGLE
@ AT
℄CENTERLINE
∅DIAMETER
# POUND OR NUMBER
A.B. ANCHOR BOLT
ACOUST. ACOUSTICAL
A.D. AREA DRAIN
A.C. ASPHALT CONCRETE
ADJ. ADJACENT
ADJUST. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
AGGR. AGGREGATE
AHJ AUTHORITY HAVING JURISDICTION
A.I.B. AIR INFILTRATION BARRIER
AL / ALUM. ALUMINUM
APC ACOUSTICAL PANEL CEILING
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL OR ARCHITECT
ASB. ASBESTOS
ASPH. ASPHALT
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLW BELOW
BM. BEAM
BMK. BENCHMARK
BOT. BOTTOM
BTWN. BETWEEN
CAB. CABINET
C.B. CATCH BASIN
CEM. CEMENT
CER. CERAMIC
C.F.M. CUBIC FEET/MIN.
C.G. CORNER GUARD
CH. CHALK
FURR. FURRING
FUT. FUTURE
F.V. FIELD VERIFY
GA. GAUGE
GALV. GALVANIZED .
GB. GRAB BAR
G.F.I. GROUND FAULT INTERRUPTER
GL. GLASS
GLAM GLULAM
GND. GROUND
GR. GRADE
G.S. GALVANIZED STEEL
GWB GYPSUM WALL BOARD
GYP. GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE
HD HEAD
HDR. HEADER
HDWD. HARDWOOD H
HDWR. HARDWARE
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. COHOUR
H.R. HANDRAIL
HSS HOLLOW STRUCTURAL SECTION
HT. HEIGHT
I.B.C. INTERNATIONAL BUILDING CODE
I.D. INSIDE DIAMETER (DIM.)
IN. INCH
INCL. INCLUDE(D)
INSUL. INSULATION
INT. INTERIOR
JAN. JANITOR
JST. JOIST
JT. JOINT
KIT. KITCHEN
SBC SEATTLE BUILDING CODE
S.C. SOLID CORE
SCD SEAT COVER DISPENSER
SCHED. SCHEDULE
S.D. SOAP DISPENSER
S.DET. / SD SMOKE DETECTOR
SECT. SECTION
SF SQUARE FOOT
S.G. SAFETY GLASS
SH. SHELF
SHT. SHEET
SHTHG/ SHT'G SHEATHING
SHWR. SHOWER
SIM. SIMILAR
SND. SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
S.M. SHEET METAL
S.O.G. SLAB ON GRADE
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
S.SK. SERVICE SINK
STA. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STR'L, STRUCT. STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRICAL
T.B.S. TO BE SELECTED
T.C. TOP OF CURB
TEL. TELEPHONE
TEMP TEMPORARY
TER. TERRAZZO
T&G TONGUE & GROOVE
THK. THICK
T.O. TOP OF
T.P. TOP OF PAVEMENT
TPD TOILET PAPER DISPENSER
TRD. OR T TREAD
T.V. TELEVISION
T.O.W. TOP OF WALL
TYP. TYPICAL
UNF. UNFINISHED
U.N.O. UNLESS NOTED OTHERWISE
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
VAC. VACUUM
V.B. VAPOR BARRIER
VCR VINYL CARPET REDUCER
VERT. VERTICAL
VEST. VESTIBULE
V.T.O. VENT TO OUTSIDE
W. WEST
W/ WITH
W.A.B. WEATHER AIR BARRIER (SAME AS WRB)
W.R.B. WEATHER/WATER RESISTIVE BARRIER
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W.M. WATER METER
W/O WITHOUT
WP. WATERPROOF
W.R. WATER RESISTANT, WATER-RESISTIVE
WSCT. WAINSCOT
WT. WEIGHT
VICINITY MAP
PERMIT NUMBER:#PRE22-000062
SITE ADDRESS:15815 SE 128TH ST 98059
ZONING:R4
LOT AREA:
SITE NORTH:66,425 SF
SITE SOUTH:81,643 SF
ALLEY AREA:3,647 SF
TOTAL LOT AREA:151,721 SF (3.4 ACRE)
ALLOWABLE BUILDING AREA: 35% OR 53,100 SF (FOR COMBINED LOT)
BUILDING AREA:FIRE STATION MAINT. BUILDING
BUILDING FOOTPRINT:13,024 SF 9,886 SF
CANOPIES:1,136 SF 0 SF
FUTURE ADDITION:0 SF 1,362 SF
SUBTOTAL AREA:14,160 SF 11,248 SF
TOTAL AREA:25,408 SF OR 16.7%
ALLOWABLE IMPREVIOUS AREA: 50% OR 75,861 SF (FOR COMBINED LOT)
ACTUAL IMPERVIOUS AREA:
BUILDING AREA:24,046 SF
PAVEMENT:48,285 SF
FUTURE PAVEMENT:1,072 SF
TOTAL AREA:74,765 SF OR 49.3%
PROJECT DESCRIPTION:
NEW FIRE STATION AND DEPARTMENTAL MAINTANCE FACILITIES
SHEET INDEX
C.I. CAST IRON
C.I.P. CAST IN PLACE
C.J. CONSTRUCTION/CONTROL JOINT
C.L. CENTERLINE
CLG. CEILING
CLKG. CAULKING
CLR. CLEAR
CMU. CONCRETE MASONRY UNIT
CNTR. COUNTER
C.O. CASED OPENING OR CLEANOUT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CORR. CORRIDOR
CPT. CARPET
CRB CRUSHED ROCK BASE
CTR. CENTER
CTSK. COUNTERSUNK
D.B. DOORBELL
DBL. DOUBLE
DEPT. DEPARTMENT
DEMO. DEMOLISH, DEMOLITION
D.F. DRINKING FOUNTAIN
DET./DTL. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DISP DISPENSER
DN. DOWN
D.O. DOOR OPENING
DP DEEP
DR. DOOR
D.S. DOWNSPOUT
D.S.P DRY STANDPIPE
D.W. DISHWASHER
DWG. DRAWING
DWR. DRAWER
E. EAST
E.A. EXPOSED AGGREGATE
EA. EACH
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR (OR ELEVATION)
EMER. EMERGENCY
ENCL. ENCLOSURE
E.P. ELECTRICAL PANEL
EQ. EQUAL
EQPT. / EQUIP. EQUIPMENT
E.W.C. ELECTRICAL WATER COOLER
EX. / EXIST. EXISTING
EXPO. EXPOSED
EXP. EXPANSION
EXT. EXTERIOR
F.A. FIRE ALARM
F.B. FLAT BAR
FCB FIBER COMPOSITE BOARD
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F. FINISH FLOOR
FG FIBER GLASS
F.H. FIRE HYDRANT
F.H.C. FIRE HOSE CABINET
FIN. FINISH
FL., FLR FLOOR
FLASH. FLASHING
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUDS
F.P. FIREPLACE
FPRF. FIREPROOF
FRP FIBERGLASS REINFORCED PANEL
F.S. FULL SIZE
FT. FOOT OR FEET
FTG. FOOTING
LAB. LABORATORY
LAM. LAMINATE
LAV. LAVATORY
LDRY. LAUNDRY
LKR. LOCKER
L.S. / LSCP LANDSCAPING
LT. LIGHT
MAX. MAXIMUM
M.C. MEDICINE CABINET
MECH. MECHANICAL
MEMB. MEMBRANE
MFR. MANUFACTURE(R)
MH. MANHOLE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MTD. MOUNTED METAL
MTL. / MET. METAL
MTR'L. MATERIAL
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
NO. NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O.A. OVERALL
O.H. OVERHEAD
OBS. OBSCURE
O.C. ON CENTER OUTSIDE
O.D. DIAMETER (DIM.) O.D.
OF. OVERFLOW O.F.
OFCI OWNER FURNISH/
CONTRACTOR INSTALL
OFF. OFFICE
OPNG. OPENING
OPP. OPPOSITE
O/ OVER
PERP. PERPENDICULAR
PL. PLATE
P-LAM, P. LAM. PLASTIC LAMINATE
PALST. PLASTER
PLYWD. PLYWOOD
PNL. PANEL
P.P. POWER POLE
PR. PAIR
PRCST. PRECAST
PSL PARALLEL STRAND LUMBER
P.T. PRESSURE TREATED
PT. POINT
PTD PAINTER
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TOWEL
DISPENSER & RECEPTACLE
PTN. PARTITION
P.T.A. PAPER TOWEL RECEPTACLE
PRE-FIN PRE-FINISHED
Q.T. QUARRY TILE
R. RISER
RAD. RADIUS
R.D. ROOF DRAIN
RECP. RECEPTACLE
RECEPT. RECEPTION
REF. REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCED
REQ'D REQUIRED
RESIL. RESILIENT
RESIST. RESISTANT
RM. ROOM
R.O. ROUGH OPENING
R. & S. ROD & SHELF
RGSTR. REGISTER
RSP RIGID SHEET PANEL
WD. REDWOOD
R.W.L. RAIN WATER LEADER
S. SOUTH
1. Title
T1.1.1 TITLE SHEET
T1.2.1 COLORED RENDERINGS - FIRE STATION
T1.2.2 COLORED RENDERINGS - FIRE STATION
T1.2.3 COLORED RENDERINGS - MAINTENANCE BUILDING
2. Survey
1 OF 4 TOPOGRAPHIC SURVEY
2 OF 4 TOPOGRAPHIC SURVEY
3 OF 4 TOPOGRAPHIC SURVEY
4 OF 4 TOPOGRAPHIC SURVEY
3. Civil
C-101 TESC & DEMOLITION PLAN
C-102 TESC & DEMOLITION PLAN
C-201 GRADING PLAN
C-202 GRADING PLAN
C-301 DRAINAGE PLAN
C-302 DRAINAGE PLAN
C-401 PAVING AND UTILITY PLAN
C-402 PAVING AND UTILITY PLAN
C-501 WATER PLAN
C-502 WATER PLAN
C-601 SEWER PLAN
C-602 SEWER PLAN
C-700 OFFSITE SEWER KEY PLAN
C-701 OFFSITE SEWER TESC & DEMOLITION PLAN
C-703 OFFSITE SEWER PLAN
C-704 OFFSITE SEWER PLAN
C-705 OFFSITE SEWER PLAN
4. Landscape
L0.1.0 LANDSCAPE COVER
L1.0.0 TREE RETENTION PLAN
L1.0.1 TREE RETENTION PLAN
L1.2.0 OVERALL PLAN
L1.3.0 LANDSCAPING PLAN
L1.3.1 LANDSCAPING PLAN
L5.0.0 DETAILS
5. Architecture
A1.1.1 SITE PLAN
A1.2.1 SITE ENLARGED PLANS AND ELEVATIONS
A1.2.2 SITE ENLARGED PLANS AND ELEVATIONS
A2.1.1 FLOOR PLAN - FIRE STATION
A2.1.2 MEZZANINE FLOOR PLAN - FIRE STATION
A2.2.1 FLOOR PLAN - MAINTENANCE BUILDING
A2.2.2 MEZZANINE FLOOR PLAN - MAINTENANCE BUILDING
A2.3.1 ROOF PLAN - FIRE STATION
A2.4.1 ROOF PLAN - MAINTENANCE BUILDING
A3.1.1 EXTERIOR ELEVATIONS - FIRE STATION
A3.1.2 EXTERIOR ELEVATIONS - FIRE STATION
A3.1.3 EXTERIOR ELEVATIONS - FIRE STATION
A3.2.1 EXTERIOR ELEVATIONS - MAINTENANCE BUILDING
A3.2.2 EXTERIOR ELEVATIONS - MAINTENANCE BUILDING
A3.3.1 EXTERIOR SIGNAGE
A4.1.1 BUILDING SECTIONS - FIRE STATION
A4.1.2 BUILDING SECTIONS - FIRE STATION
A4.2.1 BUILDING SECTIONS - MAINTENANCE BUILDING
PARCEL NUMBER AND LEGAL DESCRIPTION:
• PARCEL A: (366450-0007)
THE EAST 57 FEET OF THE WEST 291 FEET OF LOT 1, BLOCK 1, JANETT'S
RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY,
WASHINGTON.
• PARCEL B: (366450-0008)
THE EAST 171 FEET OF THE WEST 234 FEET OF LOT 1, BLOCK 1 AND LOTS 7,
8 AND 9, BLOCK 4, ALL IN JANETT'S RENTON BOULEVARD TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS,
PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH
12 FEET OF SAID LOTS 7, 8 AND 9 CONVEYED TO KING COUNTY FOR ROAD
PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5726494.
• PARCEL C: (366450-0009)
THE SOUTH 133 FEET OF THE WEST 63 FEET OF LOT 1, BLOCK 1, JANETT'S
RENTON BOULEVARD TRACTS,ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY,
WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
• PARCEL D: (366450-0330)
LOT 6, BLOCK 4, IN JANETT'S RENTON BOULEVARD TRACTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 60,
RECORDS OF KING COUNTY, WASHINGTON;
ALL SITUATE IN THE NW QUARTER OF THE NE QUARTER OF SECTION 14,
TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON.
No. Description Date:
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
T1.2.1
COLORED RENDERINGS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale:1 FIRE STATION PERSPECTIVE VIEW FROM NORTHEAST
Scale:2 FIRE STATION PERSPECTIVE VIEW FROM NORTHWEST
No. Description Date:
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
T1.2.2
COLORED RENDERINGS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale:1 FIRE STATION PERSPECTIVE VIEW FROM SOUTH
No. Description Date:
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
T1.2.3
COLORED RENDERINGS - MAINTENANCE
BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale:1 MAINTENANCE BUILDING PERSPECTIVE VIEW FROM SOUTHEAST
Scale:2 MAINTENANCE BUILDING PERSPECTIVE VIEW FROM SOUTHWEST
Scale:3 MAINTENANCE BUILDING PERSPECTIVE VIEW FROM NORTH
No. Description Date:
SE 128TH ST
1
6
0
T
H
A
V
E
S
E
1
5
8
T
H
A
V
E
S
E
ALLEY (PUBLIC)
SE 136TH ST
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
EQUIPMENT USED
BASIS OF BEARING
REFERENCE
LEGEND
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
41
DFGD
JUNE 12, 2023
2220496.50
18002 108TH AVE SE
RENTON, WA 98055
RENTON REGIONAL FIRE
AUTHORITY
15815 SE 128TH STREET
TOPOGRAPHIC
SURVEY
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.,
KING COUNTY, WASHINGTON.
15815 SE 128TH STREET TOPOGRAPHIC SURVEY
1
TOPOGRAPHIC
SURVEY
SURVEYOR'S NOTES
LEGAL DESCRIPTION
SURVEYOR'S CERTIFICATE
VERTICAL DATUM
SCHEDULE B - NOTES
T
T
SE 128TH ST
1
5
8
T
H
A
V
E
S
E
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
42
DFGD
JUNE 12, 2023
2220496.50
18002 108TH AVE SE
RENTON, WA 98055
RENTON REGIONAL FIRE
AUTHORITY
15815 SE 128TH STREET
TOPOGRAPHIC
SURVEY
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.,
KING COUNTY, WASHINGTON.
15815 SE 128TH STREET TOPOGRAPHIC SURVEY
2
TOPOGRAPHIC
SURVEY
MATCHLINE SEE SHEET 3
T
LEGEND
1
5
8
T
H
A
V
E
S
E
ALLEY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
43
DFGD
JUNE 12, 2023
2220496.50
18002 108TH AVE SE
RENTON, WA 98055
RENTON REGIONAL FIRE
AUTHORITY
15815 SE 128TH STREET
TOPOGRAPHIC
SURVEY
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.,
KING COUNTY, WASHINGTON.
15815 SE 128TH STREET TOPOGRAPHIC SURVEY
3
TOPOGRAPHIC
SURVEY
MATCHLINE SEE SHEET 2
MATCHLINE SEE SHEET 4
T
LEGEND
1
5
8
T
H
A
V
E
S
E
SE 132ND PL.
1
5
8
T
H
A
V
E
S
E
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
44
DFGD
JUNE 12, 2023
2220496.50
18002 108TH AVE SE
RENTON, WA 98055
RENTON REGIONAL FIRE
AUTHORITY
15815 SE 128TH STREET
TOPOGRAPHIC
SURVEY
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.,
KING COUNTY, WASHINGTON.
15815 SE 128TH STREET TOPOGRAPHIC SURVEY
4
TOPOGRAPHIC
SURVEY
MATCHLINE SEE SHEET 3
T
LEGEND
MATCHLINE "A" SEE ABOVE
MATCHLINE "A" SEE BELOW
MATCHLINE "B" SEE ABOVE
MATCHLINE "B" SEE BELOW
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-101
TESC & DEMOLITION
PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811
Know what's below.
Call before you dig.
Dial 811 C-102
TESC & DEMOLITION
PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-201
GRADING PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-202
GRADING PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-301
DRAINAGE PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-302
DRAINAGE PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-401
PAVING & UTILITY
PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-402
PAVING & UTILITY
PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-501
WATER PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-502
WATER PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-601
SEWER PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-602
SEWER PLAN
T
T
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-700
OFFSITE SEWER KEY
PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-701
OFFSITE SEWER
TESC & DEMOLITION
PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-703
OFFSITE SEWER PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-704
OFFSITE SEWER PLAN
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
21-12
11/12/2024
CUP PERMIT SET
No.Description Date:
1932 First Ave
Suite 500
Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.lpdengineering.comengineering pllc
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
A
U
T
H
O
R
I
T
Y
Know what's below.
Call before you dig.
Dial 811 C-705
OFFSITE SEWER PLAN
MATCHLINE
PROJECT LIMIT / LIMITS OF WORK
PROPERTY LINE / RIGHT-OF-WAY
BUILDING SETBACK
CENTER LINE
OVERHEAD BUILDING OR CANOPY
EXISTING STRUCTURE
PROPOSED STRUCTURE
GENERAL SYMBOLS LEGEND
AREA OF ENLARGEMENT
DETAIL REFERENCE
ELEVATION
SECTION
ALIGN (FACES OR EDGES)
BREAK LINE
REVISION NUMBER
REVISION CLOUD
GRAPHIC SYMBOLS LEGEND
1
ALIGN
ABV ABOVE
ADJ ADJACENT
ALT ALTERNATE
ALN ALIGN
APPRX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
BLDG BUILDING
BO BY OTHERS
BOT BOTTOM
BS BOTH SIDES
CB CATCH BASIN
CI CAST IRON
CL CENTERLINE
CLR CLEAR
CMU
CO CLEAN OUT
CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST
CONT CONTINUOUS
CONSTRUCTION
CTR CENTER
DBL DOUBLE
DEMO
DET DETAIL
DEMOLISH / DEMOLITION
DIA
DIM DIMENISION
DIAMETER
DS DOWNSPOUT
EA EACH
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION
ENCL ENCLOSURE
EQUIP EQUIPMENT
EW EACH WAY
IST EXISTING
FBO FURNISHED BY OWNER
FOC FACE OF CONCRETE
FTG FOOTING
FURN FURNITURE/ FURNISHED
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GND GROUND
HOR HORIZONTAL
HR HOUR
HT/H
HVAC HEATING, VENTILATING & AIR CONDITIONING
HEIGHT / HIGH
ID INSIDE DIAMETER
INFO INFORMATION
INT INTERIOR
MAS MASONRY
MAT MATERIAL
MAX MAXIMUM
MECH
MED MEDIUM
MECHANICAL
MET/MTL METAL
MFR MANUFACTURER
MH
MIN MINUMUM
MANHOLE
MISC MISCELLANEOUS
MIX MIXTURE
N
N/A NOT APPLICABLE
NORTH
NO NUMBER
NOM
NTS NOT TO SCALE
NOMINAL
NIC NOT IN CONTRACT
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
INCL INCLUDING
PC PORTLAND CEMENT/PRECAST CONCRETE
POLY POLYETHYLENE
PT PRESSURE TREATED
PVC POLYVINYL CHLORIDE
QUAL QUALITY
RAD/r RADIUS
RD ROOF DRAIN
REBAR REINFORCING BAR
REQD
REV REVISE / REVISION
SCH SCHEDULE
SECT SECTION
SPEC
SQ SQUARE
SPECIFICATION
ST STONE
STA STATION
STD STANDARD
STL STEEL
SYM SYMMETRICAL
SHT SHEET
STRUCT STRUCTURAL
TEMP TEMPORARY
TOC TOP OF CONCRETE
TOS TOP OF SLAB/ STEEL
TOW/TW TOP OF WALL
TYP TYPICAL
THK THICKNESS
UNO UNLESS NOTED OTHERWISE
V
(V)VERIFY
VENT / VOLT/ VALVE
VERT VERTICAL
VOL VOLUME
REF REFER OR REFERENCE
SS
T TREAD / THICK
TC TOP OF CURB
REINF
REM REMOVE
REINFORCED / REINFORCING
REPL
REQUIRED
REPLACE
XFMR TRANSFORMER
CFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
BM BENCH MARK
CJ CONTROL JOINT
GV GATE VALVE
FG FINISH GRADE
FS FINISHED SURFACE
DWG DRAWING
FDC FIRE DEPARTMENT CONNECTION
PL PROPERTY LINE
CP COORDINATES POINT / CENTER POINT
SD STORM DRAIN
S/W SIDEWALK
&AND
<
@ AT
ANGLE
#NUMBER
CENTERLINE
PROPERTY LINE
PLUS OR MINUS
ROW RIGHT-OF-WAY LINE
℄
⅊
DIAMETER∅
±
BIO BIO-INFILTRATION
CIPC CAST-IN-PLACE CONCRETE
EOP EDGE OF PAVEMENT
FOW FACE OF WALL
CAL CALIPER
DBH DIAMETER AT BREAST HEIGHT
QTY QUANTITY
PA PLANTING AREA
ABBREVIATIONS SHEET LISTGENERAL NOTES
1.SEE SPECIFICATIONS FOR PLANT MATERIAL, TOP SOIL AND PLANTING MIX TYPES AND DEPTH,
MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTIES.
2.PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS, INCLUDING
PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.
3.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.
INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND RENOVATED
LANDSCAPE AREAS.
4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND
NOTES.
5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY
PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL
NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS
AND ESTIMATING GROUNDCOVER QUANTITIES.
6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS
AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED
GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF
ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND
GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR
ARRIVAL AT THE SITE.
7.SEE SHEET L1.2.0 FOR LANDSCAPE CODE ANALYSIS AND LANDSCAPE AREA ANALYSIS.
EX
STAINLESS STEEL
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
LANDSCAPE
COVER
L0.1.0
L0.1.0 LANDSCAPE COVER
L1.0.0 TREE RETENTION PLAN
L1.0.1 TREE RETENTION PLAN
L1.0.2 TREE INVENTORY
L1.2.0 OVERALL PLANTING PLAN
L1.3.0 LANDSCAPE PLAN
L1.3.1 LANDSCAPE PLAN
L5.0.0 DETAILS
11/21/2024
25
Xref Z:\04 Projects\4.02 Municipal (Fire Serv)\21-12 Renton RFA FS\02 Building Model\01 Revit\04 Outgoing Backgrounds\2024_1025 RRFA 16 Site Plan-21-12-16_RRFA_FS16_Site_R24-rvt-1-SITE PLAN.dwg
T
2701
2686
2685
2684
2682
2683
2616
ALLOWABLE BUILDING
AREA SF AC
SITE NORTH:66,652
SITE SOUTH:81,730
SITE TOTAL:148,382 3.41
TOTAL TREE CREDITS:102.3
TOTAL RETAIN TREE
CREDITS
AS OF 6/28/24*
220
* Excludes trees not rooted on
subject parcel
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
MATCHLINE - SEE SHEET L0.2
EX
I
S
T
I
N
G
R
E
S
I
D
E
N
T
I
A
L
EXISTING CHURCH
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
TREE RETENTION
PLAN
L1.0.0TREE RETENTION PLAN - NORTH1
X
X
XXX
XXX
XX
X
XXX
XXXXX
XXXXXXXX
X XXXXXXXXXXXXXXXXXXX XXXX
XXX
X
XXX
X
X
X
XX
SE 128TH ST
15
8
T
H
A
V
E
S
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPOSED
STATION #16
BUILDING
LEGEND
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING TREE TO REMAIN
TREE PROTECTION FENCING
MULCH
8
L6.0
TREE TO BE REMOVEDXX
XXXX
TREE NUMBER
LIMIT OF WORK
TREE RETENTION NOTES
1.SEE ARBORIST REPORT AND SHEET L1.0.2 FOR TREE INVENTORY.
2.SEE SHEET C-101 TESC & DEMOLITION PLAN.
3.SEE ARBORIST REPORT FOR:
3.1.DESCRIPTION OF METHODS USED TO DETERMINE THE LIMITS OF
DISTURBANCE
3.2.REASONS FOR TREE REMOVAL
3.3.A DESCRIPTION OF THE IMPACT OF NECESSARY TREE REMOVAL TO THE
REMAINING TREES
3.4.TIMING AND INSTALLATION OF TREE PROTECTION MEASURES
21
'
-
0
"
'
RI
G
H
T
-
O
F
-
W
A
Y
EX
I
S
T
I
N
G
R
-
4
R
E
S
I
D
E
N
T
I
A
L
11/21/2024
25
2687
2688
2689 2690 2691
2692
2702 2703
2704 2705
2706
26942693
2696
2501
2502
2506
2505
2511
2510
2509
2512
2707
2695
2678
2699
EXISTING R-4 RESIDENTIAL
EX
I
S
T
I
N
G
R
-
4
R
E
S
I
D
E
N
T
I
A
L
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
TREE RETENTION
PLAN
L1.0.1TREE RETENTION PLAN - SOUTH1
MATCHLINE - SEE SHEET L0.1
LEGEND
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING TREE TO REMAIN
TREE PROTECTION FENCING
MULCH
8
L6.0
TREE TO BE REMOVEDXX
XXXX
TREE NUMBER
LIMIT OF WORK
X
XX
X XX
X
XX
X
X
X
X
X
X
X
XXXX
15
8
T
H
A
V
E
S
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPOSED
MAINTENANCE
BUILDING
TREE RETENTION NOTES
1.SEE ARBORIST REPORT AND SHEET L1.0.2 FOR TREE INVENTORY.
2.SEE SHEET C-101 TESC & DEMOLITION PLAN.
3.SEE ARBORIST REPORT FOR:
3.1.DESCRIPTION OF METHODS USED TO DETERMINE THE LIMITS OF
DISTURBANCE
3.2.REASONS FOR TREE REMOVAL
3.3.A DESCRIPTION OF THE IMPACT OF NECESSARY TREE REMOVAL TO THE
REMAINING TREES
3.4.TIMING AND INSTALLATION OF TREE PROTECTION MEASURES
19'-0"'
RIGHT-OF-WAY
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
11/21/2024
25
TREE
TAG
#
BOTANICAL NAME COMMON NAME EV/DE
C
#
STEM
COMB
DBH
(IN)
HGHT
(FT)
RAD
(FT)
CRITICA
L
ROOT
ZONE
(CRZ)
INNER
CRZ
COND.
1=EXC.;
2=GOOD;
3=FAIR;
4=POOR;
5=DYING;
6=DEAD
NOTES LANDMAR
K
TREE
CREDITS
PER RMC
6/27/24
TREE
CREDIT
S
ROOTE
D
OFF
PARCEL
6/27/24
REMOVE
ACTION
X=REMOVE
6/27/24
RETAIN
ACTION
X=RETAIN
2501 Acer macrophyllum Bigleaf Maple D 1 25.9 80 20 26 13 3 10 10 X
2502 Acer macrophyllum Bigleaf Maple D 1 12.9 65 8 13 6.5 3 TRUNK WOUND 6 6 X
2503 Acer macrophyllum Bigleaf Maple D 1 28.2 75 16 28 14 3 TRUNK WOUND 10 X
2504 Acer macrophyllum Bigleaf Maple D 3 16.8 50 12 17 8.5 3 7 X
2505 Alnus rubra Red Alder D 1 24.6 50 10 25 12.5 4 MUTIPLE WOUNDS AT
BAS E 9 9 X
2506 Acer macrophyllum Bigleaf Maple D 3 26.3 50 12 26 13 3 TRUNK WOUND 10 10 X
2507 Pseudotsuga
menziesii Douglas-fir E 1 14.5 70 12 15 7.5 3 6 X
2508 Acer macrophyllum Bigleaf Maple D 1 48.9 80 25 49 24.5 3 X 13 X
2509 Acer macrophyllum Bigleaf Maple D 1 9.5 45 10 10 5 3 4 4 X
2510 Acer macrophyllum Bigleaf Maple D 1 31.5 75 20 32 16 3 TRUNK WOUND X 11 11 X
2511 Acer macrophyllum Bigleaf Maple D 1 23.6 65 20 24 12 3 9 X X
2512 Acer macrophyllum Bigleaf Maple D 1 37.0 75 18 37 18.5 3 X 13 13 X
2513 Alnus rubra Red Alder D 1 14.0 55 8 14 7 3 6 X
2514 Alnus rubra Red Alder D 1 8.4 60 10 8 4 3 4 X
2515 Alnus rubra Red Alder D 3 15.0 60 12 15 7.5 3 6 X
2516 Acer macrophyllum Bigleaf Maple D 1 23.0 50 17 23 11.5 3 9 X
2601 Thuja plicata Western Red
Cedar E 1 22.7 50 8 23 11.5 3 LARGE TRUNK WOUND 9 X
2602 Pseudotsuga
menziesii Douglas-fir E 1 11.9 50 6 12 6 6 5 X
2603 Thuja plicata Western Red
Cedar E 1 8.7 55 6 9 4.5 3 4 X
2604 Pseudotsuga
menziesii Douglas-fir E 1 16.3 40 6 16 8 5 TOPPED; FRUITING
BODIES 7 X
2605 Thuja plicata Western Red
Cedar E 2 22.9 55 7 22 11 2 9 X
2606 Pseudotsuga
menziesii Douglas-fir E 1 14.6 45 8 15 7.5 3 TOPPED; FRUTING
BODIES 6 X
2607 Thuja plicata Western Red
Cedar E 1 18.4 55 12 18 9 3 7 X
2608 Pseudotsuga
menziesii Douglas-fir E 1 13.6 50 10 14 7 3 SMALL HOLES IN BARK 6 X
2609 Thuja plicata Western Red
Cedar E 1 21.2 55 15 21 10.5 3 CODOM 8 X
2610 Acer macrophyllum Bigleaf Maple D 1 6.9 50 8 7 3.5 3 4 X
2611 Thuja plicata Western Red
Cedar E 2 22.5 55 17 23 11.5 3 9 X
2612 Thuja plicata Western Red
Cedar E 1 25.4 55 15 25 12.5 3 X 10 X
2613 Thuja plicata Western Red
Cedar E 1 22.1 55 16 22 11 3 9 X
2614 Pseudotsuga
menziesii Douglas-fir E 1 11.0 55 15 11 5.5 3 5 X
2615 Alnus rubra Red Alder D 1 5.2 20 5 5 2.5 3 0 X
2616 Pseudotsuga
menziesii Douglas-fir E 1 14.9 50 15 15 7.5 3 6 X X
2617 Thuja plicata Western Red
Cedar E 1 24.3 55 18 24 12 3 X 9 X
2618 Pseudotsuga
menziesii Douglas-fir E 1 10.3 20 0 10 5 5 COVERED IN INVY;
TOPPED; NEARLY DEAD 5 X
2619 Pseudotsuga
menziesii Douglas-fir E 1 17.9 30 0 18 9 5 TOPPED; FRUITING
BODIES 7 X
2620 Thuja plicata Western Red
Cedar E 3 21.3 55 17 21 10.5 3 8 X
2621 Thuja plicata Western Red
Cedar E 2 23.9 60 17 24 12 3 9 X
2622 Thuja plicata Western Red
Cedar E 2 22.4 60 16 22 11 3 9 X
2623 Thuja plicata Western Red
Cedar E 1 19.5 55 16 20 10 3 8 X
2624 Pseudotsuga
menziesii Douglas-fir E 1 13.0 50 12 13 6.5 3 6 X
2625 Alnus rubra Red Alder D 1 7.9 50 10 8 4 3 4 X
2626 Pseudotsuga
menziesii Douglas-fir E 1 18.8 55 18 19 9.5 3 7 X
2627 Pseudotsuga
menziesii Douglas-fir E 1 17.6 60 20 18 9 3 7 X
2628 Pseudotsuga
menziesii Douglas-fir E 1 12.6 55 18 13 6.5 3 6 X
2629 Pseudotsuga
menziesii Douglas-fir E 1 14.4 60 18 14 7 3 6 X
2630 Pseudotsuga
menziesii Douglas-fir E 1 16.3 55 18 16 8 3 7 X
2631 Pseudotsuga
menziesii Douglas-fir E 1 11.0 55 16 11 5.5 3 5 X
2632 Pseudotsuga
menziesii Douglas-fir E 1 11.4 55 18 11 5.5 3 5 X
2633 Pseudotsuga
menziesii Douglas-fir E 1 14.9 60 20 15 7.5 3 6 X
2634 Pseudotsuga
menziesii Douglas-fir E 1 11.1 55 17 11 5.5 3 5 X
2635 Thuja plicata Western Red
Cedar E 1 10.2 50 14 10 5 3 5 X
2636 Pseudotsuga
menziesii Douglas-fir E 1 12.2 50 14 12 6 3 6 X
2637 Pseudotsuga
menziesii Douglas-fir E 1 15.2 55 18 15 7.5 3 6 X
2638 Pseudotsuga
menziesii Douglas-fir E 1 9.5 70 5 10 5 3 LOW LCR 4 X
2639 Pseudotsuga
menziesii Douglas-fir E 1 13.7 60 20 14 7 3 6 X
2640 Pseudotsuga
menziesii Douglas-fir E 1 17.3 55 18 17 8.5 3 7 X
2641 Pseudotsuga
menziesii Douglas-fir E 1 9.3 55 18 9 4.5 3 4 X
2642 Pseudotsuga
menziesii Douglas-fir E 1 13.0 60 20 13 6.5 3 6 X
2643 Thuja plicata Western Red
Cedar E 1 7.7 45 15 8 4 3 4 X
2644 Pseudotsuga
menziesii Douglas-fir E 1 10.1 60 12 10 5 3 5 X
2645 Thuja plicata Western Red
Cedar E 1 11.6 60 14 12 6 3 5 X
2646 Thuja plicata Western Red
Cedar E 1 15.2 60 16 15 7.5 3 TRUNK WOUND 6 X
Cedar
2647 Pseudotsuga
menziesii Douglas-fir E 1 12.4 65 10 12 6 3 6 X
2648 Thuja plicata Western Red
Cedar E 2 20.4 60 18 20 10 3 8 X
2649 Pseudotsuga
menziesii Douglas-fir E 1 14.4 70 11 14 7 3 6 X
2650 Thuja plicata Western Red
Cedar E 2 16.4 60 13 16 8 3 TRUNK WOUND 7 X
2651 Pseudotsuga
menziesii Douglas-fir E 1 10.2 60 10 10 5 5 NO FOLIAGE 5 X
2652 Pseudotsuga
menziesii Douglas-fir E 1 22.3 70 15 22 11 3 9 X
2653 Pinus monticola Western White
Pine E 1 12.6 50 10 13 6.5 3 TRUNK WOUND; BARK
PEELING OFF 6 X
2654 Pseudotsuga
menziesii Douglas-fir E 1 14.9 35 12 15 7.5 5 TOPPED; FRUITING
BODIES 6 X
2655 Pseudotsuga
menziesii Douglas-fir E 1 18.1 60 16 18 9 3 7 X
2656 Pseudotsuga
menziesii Douglas-fir E 1 15.1 60 15 15 7.5 3 6 X
2657 Pseudotsuga
menziesii Douglas-fir E 1 14.5 60 13 15 7.5 3 6 X
2658 Pseudotsuga
menziesii Douglas-fir E 1 17.1 65 15 17 8.5 3 TRUNK WOUND 7 X
2659 Pseudotsuga
menziesii Douglas-fir E 1 18.6 65 17 19 9.5 3 7 X
2660 Pseudotsuga
menziesii Douglas-fir E 1 14.0 65 16 14 7 3 6 X
2661 Pseudotsuga
menziesii Douglas-fir E 1 19.2 70 15 19 9.5 3 8 X
2662 Juniperus virginiana Pencil Cedar E 1 17.7 40 8 18 9 3 7 X
2663 Thuja plicata Western Red
Cedar E 1 51.5 100 20 52 26 2 X 13 13 X
2664 Pinus monticola Western White
Pine E 1 11.9 50 5 12 6 3 5 X
2665 Pseudotsuga
menziesii Douglas-fir E 1 23.5 70 16 24 12 3 9 X
2666 Thuja plicata Western Red
Cedar E 1 4.8 40 6 5 2.5 3 0 X
2667 Pseudotsuga
menziesii Douglas-fir E 1 6.1 55 8 6 3 3 4 X
2668 Pseudotsuga
menziesii Douglas-fir E 1 14.6 50 10 15 7.5 3 6 X
2669 Thuja plicata Western Red
Cedar E 2 13.5 45 8 13 6.5 3 TRUNK WOUND 6 X
2670 Pseudotsuga
menziesii Douglas-fir E 1 12.8 55 10 13 6.5 3 6 X
2671 Pseudotsuga
menziesii Douglas-fir E 1 10.5 50 8 11 5.5 3 5 X
2672 Pseudotsuga
menziesii Douglas-fir E 1 11.6 55 8 12 6 3 5 X
2673 Thuja plicata Western Red
Cedar E 1 10.1 45 6 10 5 3 5 X
2674 Thuja plicata Western Red
Cedar E 1 14.1 40 7 14 7 3 6 X
2675 Thuja plicata Western Red
Cedar E 1 13.9 45 7 14 7 3 6 X
2676 Pseudotsuga
menziesii Douglas-fir E 1 12.9 50 10 13 6.5 3 6 X
2677 Thuja plicata Western Red
Cedar E 1 18.5 40 6 19 9.5 3 7 X
2678 Picea pungens Colorado Blue
Spruce E 1 6.1 30 4 6 3 3 4 X X
2679 Thuja plicata Western Red
Cedar E 1 26.2 90 13 26 13 3 X 10 X
2680 Thuja plicata Western Red
Cedar E 2 50.5 90 13 51 25.5 3 X 13 X
2681 Cornus sp.Dogwood, unknown
sp.D 2 9.2 30 7 9 4.5 3 5 X
2682 Pseudotsuga
menziesii Douglas-fir E 1 43.5 75 16 44 22 3 X 13 X X
2683 Alnus rubra Red Alder D 1 15.3 50 7 15 7.5 3 6 X X
2684 Ilex aquifolium English Holly E 1 5.3 45 8 5 2.5 3 0 X X
2685 Ilex aquifolium English Holly E 1 9.0 45 7 9 4.5 3 9 X X
2686 Pseudotsuga
menziesii Douglas-fir E 1 24.6 70 14 25 12.5 3 CODOM X 13 X X
2687 Thuja plicata Western Red
Cedar E 1 39.3 65 15 39 19.5 3 CODOM X 13 13 X
2688 Thuja plicata Western Red
Cedar E 1 39.6 65 18 40 20 3 X 13 13 X
2689 Pseudotsuga
menziesii Douglas-fir E 1 15.0 70 10 15 7.5 3 6 6 X
2690 Pseudotsuga
menziesii Douglas-fir E 1 21.0 75 18 21 10.5 3 8 8 X
2691 Thuja plicata Western Red
Cedar E 3 17.6 70 15 18 9 3 7 7 X
2692 Alnus rubra Red Alder D 1 6.1 45 12 6 3 3 4 4 X
2693 Acer macrophyllum Bigleaf Maple D 2 38.4 70 20 38 19 3 X 13 13 X
2694 Acer macrophyllum Bigleaf Maple D 2 48.5 75 18 48 24 4 LARGE CAVITY X 13 13 X
2695 Acer macrophyllum Bigleaf Maple D 1 21.3 75 15 21 10.5 3 8 X X
2696 Acer macrophyllum Bigleaf Maple D 3 13.5 45 10 14 7 3 6 6 X
2697 Acer macrophyllum Bigleaf Maple D 1 12.0 50 12 12 6 3 6 6 X
2698 Acer macrophyllum Bigleaf Maple D 1 45.0 40 8 45 22.5 3 X 13 13 X
2699 Alnus rubra Red Alder D 3 13.7 45 10 14 7 3 6 6 X
2700 Acer macrophyllum Bigleaf Maple D 2 8.8 40 8 9 4.5 3 4 4 X
2701 Thuja plicata Western Red
Cedar E 2 28.3 50 10 28 14 3 VISUALLY ASSESSED X 10 X X
2702 Prunus avium Wild Sweet Cherry D 1 6.0 30 8 6 3 3 VISUALLY ASSESSED 4 4 X
2703 Thuja plicata Western Red
Cedar E 1 12.0 40 10 12 6 3 VISUALLY ASSESSED 6 6 X
2704 Pseudotsuga
menziesii Douglas-fir E 1 16.0 50 8 16 8 3 VISUALLY ASSESSED 7 7 X
2705 Pseudotsuga
menziesii Douglas-fir E 1 10.0 40 6 10 5 3 VISUALLY ASSESSED 5 5 X
2706 Acer macrophyllum Bigleaf Maple D 1 6.0 25 4 6 3 3 VISUALLY ASSESSED 4 4 X
2707 Pseudotsuga
menziesii Douglas-fir E 1 14.0 45 10 14 7 3 VISUALLY ASSESSED 6 6 X
TREE
TAG
#
BOTANICAL NAME COMMON NAME EV/DE
C
#
STEM
COMB
DBH
(IN)
HGHT
(FT)
RAD
(FT)
CRITICA
L
ROOT
ZONE
(CRZ)
INNER
CRZ
COND.
1=EXC.;
2=GOOD;
3=FAIR;
4=POOR;
5=DYING;
6=DEAD
NOTES LANDMAR
K
TREE
CREDITS
PER RMC
6/27/24
TREE
CREDIT
S
ROOTE
D
OFF
PARCEL
6/27/24
REMOVE
ACTION
X=REMOVE
6/27/24
RETAIN
ACTION
X=RETAIN
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
TREE
INVENTORY
L1.0.2
11/21/2024
25
Xref Z:\04 Projects\4.02 Municipal (Fire Serv)\21-12 Renton RFA FS\02 Building Model\01 Revit\04 Outgoing Backgrounds\2024_1025 RRFA 16 Site Plan-21-12-16_RRFA_FS16_Site_R24-rvt-1-SITE PLAN.dwg
T
T
GRAPHIC SCALE
0 40 80 FEET
1" = 40 FEET
20
OVERALL
PLANTING PLAN
L1.2.0
GENERAL PLANTING NOTES
1.PLANTING SHALL CONFORM TO ALL CITY OF RENTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF
ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS.
2.CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.
3.INSTALL PERMANENT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND
RENOVATED LANDSCAPE AREAS.
4.THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND
NOTES.
5.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT
MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF
SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING
GROUNDCOVER QUANTITIES.
6.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND
GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED
GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL
PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF
TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE.
7.PROVIDE NEW TOPSOIL IN ALL NEW PLANTING AREAS. SOIL TO BE 3-WAY TOPSOIL. CLEAR ALL NEW
PLANTING AREAS OF CONSTRUCTION DEBRIS AND MATERIALS PRIOR TO PREPARATION.
LANDSCAPE CODE ANALYSIS
RENTON MUNICIPAL CODE
(RMC)CALCULATIONS REQUIRED PROVIDED
RMC 4-4-130-H.1.A
MINIMUM 30% SIGNIFICANT
TREE RETENTION
REQUIREMENT
112 EX. TREES X .30 = 34 TREES 34 TREES
PRESERVED 37 TREES PRESERVED
RMC 4-4-130-H.1.B
TREE CREDIT
REQUIREMENTS SHALL
APPLY AT A MINIMUM RATE
OF 30 CREDITS PER ACRE
SITE = 3.4 ACRES
3.4 X 30 = 102 TOTAL TREE
CREDITS
102 TREE CREDITS 220 TREE CREDITS
RMC 4-4-070-H.5
INTERIOR PARKING LOT
TREES
EACH LOT HAS LESS THAN 15
STALLS SO NO MINIMUM
LANDSCAPE REQUIRED
0 TREES 0 TREES
RMC 4-4-070-H.5.B
INTERIOR PARKING LOT
LANDSCAPE
EACH LOT HAS LESS THAN 15
STALLS SO NO MINIMUM
LANDSCAPE REQUIRED
0 SQ FT
LANDSCAPE AREA
0 SQ FT LANDSCAPE
AREA
RMC 4-4-070-H.4.A
PERIMETER PARKING LOT
TREES
19 FT OF STREET FRONTAGE / 30
FT PER TREE = 1 TREE 1 TREE 1 TREES
RMC 4-4-070-H.4.B
PERIMETER PARKING LOT
LANDSCAPE
226 SF LANDSCAPE AREA / 20 SQ
FT PER SHRUB = 11 SHRUBS 11 SHRUBS 11 SHRUBS
RMC 4-4-070-F.3
FRONT YARD TREES
2 FRONT YARD TREES MINIMUM
WHEN INSUFFICENT
RIGHT-OF-WAY SPACE FOR
STREET TREES
2 FRONT YARD
TREES MINIMUM 2 FRONT YARD TREES
RMC 4-4-070-F.1
STREET FRONTAGE
LANDSCAPE
SEE PLAN THIS SHEET 10' WIDE SEE PLAN THIS SHEET
RMC 4-4-070-F.4.A
PERIMETER BUFFER
LANDSCAPE
SEE PLAN THIS SHEET
10' WIDE
SIGHT-OBSCURING
OR 15' PARTIALLY
SIGHT-OBSCURING
SEE PLAN THIS SHEET
L1.1
L1.2
EXISTING R-4 RESIDENTIAL
EX
I
S
T
I
N
G
R
-
4
R
E
S
I
D
E
N
T
I
A
L
SE 128TH ST
15
8
T
H
A
V
E
S
E
EXISTING
CHURCH
PROPOSED
STATION #16
BUILDING
PROPOSED
MAINTENANCE
BUILDING
227' X 10' STREET FRONTAGE L
A
N
D
S
C
A
P
E
TREES REQUIRED: 2
TREES PROVIDED: 2
49
8
'
X
1
0
'
F
U
L
L
Y
O
B
S
C
U
R
I
N
G
L
A
N
D
S
C
A
P
E
13
3
'
X
1
5
'
P
A
R
T
I
A
L
L
Y
O
B
S
C
U
R
I
N
G
L
A
N
D
S
C
A
P
E
CLEAR VISION
AREA, TYP.
63' X 15'
PARTIALLY
OBSCURING
LANDSCAPE
63
0
'
X
1
5
'
P
A
R
T
I
A
L
L
Y
O
B
S
C
U
R
I
N
G
L
A
N
D
S
C
A
P
E
19' X 10' PERIMETER PARKING
LOT LANDSCAPE
TREES REQUIRED: 19/30=0.6
TREES PROVIDED: 1
291' X 15' PARITALLY OBSCURIN
G
L
A
N
D
S
C
A
P
E
10'
15' TYP.
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
10
'
LANDSCAPE
BUFFER, TYP.
1/THIS SHEET
2/THIS SHEET
RESTORATION
PLANTING AREA FOR
SEWER LINE
EXTENSION, TYP.
OVERALL PLANTING PLAN2RESTORATION AREA1
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
LANDSCAPE AREA ANALYSIS
LANDSCAPE AREA SQUARE FOOTAGE
AREA 1 48,423 SF
AREA 2 23,312 SF
AREA 3 5,096 SF
INTERIOR PARKING LOT LANDSCAPE 0 SF
SEE LANDSCAPE CODE ANALYSIS ABOVE
TOTAL 76,831 SF
15
8
T
H
A
V
E
S
E
AREA 1
AREA 2
AREA 3
AREA 3
AREA 2
AREA 2
AREA 1
AREA 1
EXISTING ALLEY TO BE VACATED
AREA 3
AREA 3
AREA 3
11/21/2024
25
Xref Z:\04 Projects\4.02 Municipal (Fire Serv)\21-12 Renton RFA FS\02 Building Model\01 Revit\04 Outgoing Backgrounds\2024_1025 RRFA 16 Site Plan-21-12-16_RRFA_FS16_Site_R24-rvt-1-SITE PLAN.dwg
T
SYMBOL CODE BOTANICAL NAME COMMON NAME CONTAINER QTY
TREES
AC ACER CIRCINATUM VINE MAPLE 5` HT. MULTI-STEM 4
CD CALOCEDRUS DECURRENS INCENSE CEDAR 6` HT MIN.5
CC CERCIS CANADENSIS EASTERN REDBUD 2" CAL 3
PS PINUS CONTORTA SHORE PINE 6` HT MIN.3
PD PSEUDOTSUGA MENZIESII DOUGLAS FIR 5` HT MIN 4
TE THUJA PLICATA `EXCELSA`EXCELSA WESTERN RED CEDAR 6` HT MIN.11
TH3 TSUGA HETEROPHYLLA WESTERN HEMLOCK 5` HT MIN 5
ZC ZELKOVA SERRATA `JFS-KW1`CITY SPRITE® JAPANESE ZELKOVA 2" CAL 4
SYMBOL CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY
SHRUBS
AP ABELIA X GRANDIFLORA 'PROSTRATA'PROSTRATE WHITE ABELIA 3 GAL 36" o.c.257
GS5 GAULTHERIA SHALLON SALAL 2 GAL 36" o.c.168
HD3 HOLODISCUS DISCOLOR OCEAN-SPRAY 2 GAL 60" o.c.42
MA MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 48" o.c.139
MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 72" o.c.74
PW2 PHILADELPHUS LEWISII WILD MOCKORANGE 2 GAL 60" o.c.33
PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 36" o.c.533
RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 48" o.c.156
VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL 60" o.c.22
VD VIBURNUM DAVIDII DAVID VIBURNUM 1 GAL 36" o.c.293
SHRUB AREAS
PARTIALLY OBSCURING BUFFER SHRUB MIX 10,733 SF
GS5 GAULTHERIA SHALLON SALAL 2 GAL 10% @ 36" o.c.124
MC MAHONIA AQUIFOLIUM `COMPACTA`COMPACT OREGON GRAPE 2 GAL 15% @ 36" o.c.186
MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 30% @ 72" o.c.92
RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 20% @ 48" o.c.139
SY SYMPHORICARPOS ALBUS SNOWBERRY 2 GAL 25% @ 36" o.c.308
GROUNDCOVER SHADE MIX 29,083 SF
PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 33% @ 36" o.c.1,119
AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 33% @ 24" o.c.2,518
MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 33% @ 24" o.c.2,518
SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SPACING QTY
GROUND COVERS
AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 24" o.c.400
FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 30" o.c.3,445
MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 24" o.c.795
RESTORATION AREA 675 SF
CP CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL 24" o.c.174
PLANT SCHEDULE
SYMBOL CODE BOTANICAL NAME COMMON NAME CONTAINER QTY
TREES
AC ACER CIRCINATUM VINE MAPLE 5` HT. MULTI-STEM 4
CD CALOCEDRUS DECURRENS INCENSE CEDAR 6` HT MIN.5
CC CERCIS CANADENSIS EASTERN REDBUD 2" CAL 3
PS PINUS CONTORTA SHORE PINE 6` HT MIN.3
PD PSEUDOTSUGA MENZIESII DOUGLAS FIR 5` HT MIN 4
TE THUJA PLICATA `EXCELSA`EXCELSA WESTERN RED CEDAR 6` HT MIN.11
TH3 TSUGA HETEROPHYLLA WESTERN HEMLOCK 5` HT MIN 5
ZC ZELKOVA SERRATA `JFS-KW1`CITY SPRITE® JAPANESE ZELKOVA 2" CAL 4
SYMBOL CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY
SHRUBS
AP ABELIA X GRANDIFLORA 'PROSTRATA'PROSTRATE WHITE ABELIA 3 GAL 36" o.c.257
GS5 GAULTHERIA SHALLON SALAL 2 GAL 36" o.c.168
HD3 HOLODISCUS DISCOLOR OCEAN-SPRAY 2 GAL 60" o.c.42
MA MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 48" o.c.139
MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 72" o.c.74
PW2 PHILADELPHUS LEWISII WILD MOCKORANGE 2 GAL 60" o.c.33
PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 36" o.c.533
RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 48" o.c.156
VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL 60" o.c.22
VD VIBURNUM DAVIDII DAVID VIBURNUM 1 GAL 36" o.c.293
SHRUB AREAS
PARTIALLY OBSCURING BUFFER SHRUB MIX 10,733 SF
GS5 GAULTHERIA SHALLON SALAL 2 GAL 10% @ 36" o.c.124
MC MAHONIA AQUIFOLIUM `COMPACTA`COMPACT OREGON GRAPE 2 GAL 15% @ 36" o.c.186
MC2 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE 3 GAL 30% @ 72" o.c.92
RK RIBES SANGUINEUM `KING EDWARD VII`RED FLOWERING CURRANT 2 GAL 20% @ 48" o.c.139
SY SYMPHORICARPOS ALBUS SNOWBERRY 2 GAL 25% @ 36" o.c.308
GROUNDCOVER SHADE MIX 29,083 SF
PM POLYSTICHUM MUNITUM WESTERN SWORD FERN 2 GAL 33% @ 36" o.c.1,119
AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 33% @ 24" o.c.2,518
MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 33% @ 24" o.c.2,518
SYMBOL CODE BOTANICAL NAME COMMON NAME CONT.SPACING QTY
GROUND COVERS
AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL 24" o.c.400
FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL 30" o.c.3,445
MR MAHONIA REPENS CREEPING MAHONIA 1 GAL 24" o.c.795
RESTORATION AREA 675 SF
CP CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL 24" o.c.174
PLANT SCHEDULE
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
MATCHLINE - SEE SHEET L1.2
LANDSCAPE
PLAN
L1.3.0
SE 128TH ST
PROPOSED BUILDING
HYDRANT, TYP.
SEE CIVIL
15
8
T
H
A
V
E
S
E
ROCKERY, SEE CIVIL
UTILITY ENCLOSURE, SEE ARCH
6' HT TRASH ENCLOSURE, SEE ARCH
CONCRETE
DETENTION VAULT,
SEE CIVIL
1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS
DISTURBED BY CONSTRUCTION ARE TO BE RESTORED
AND TO PRECONSTRUCTION STATE OR BETTER.
2.SEE SHEET L1.3.0 FOR PLANT SCHEDULE.
NOTES LEGEND
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING TREE TO REMAIN
TREE PROTECTION FENCING
MULCH
8
L6.0
EX
I
S
T
I
N
G
R
-
4
R
E
S
I
D
E
N
T
I
A
L
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
LANDSCAPE
BUFFER, TYP.
PLANTING PLAN - NORTH1
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
CLEAR VISION
AREA, TYP.
40'-0"'
40'-0"'
WALKWAY
DRIVEWAY
PARKING
AREA
PARKING
AREA
WALKWAY
PATIO
57
'
-
0
"
'
12'-6"'48'-10"'
54
'
-
0
"
'
63
'
-
8
"
'
15'-1"'16'-5"'
43
'
-
0
"
'
20'-0"'
47
'
-
9
"
'
41'-2"'
32
'
-
1
"
'
16'-2"'
20'-10"'
1
3
'
-
1
0
"
'
20'-
1
0
"
'
19'-
9
"
'
1
2
3
'
-
6
"
'
20'-
6
"
'
93
'
-
3
"
'
11/21/2024
25
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
LANDSCAPE
PLAN
L1.3.1
1.EXTENT OF PLANTING IS APPROXIMATE. ALL AREAS
DISTURBED BY CONSTRUCTION ARE TO BE RESTORED
AND TO PRECONSTRUCTION STATE OR BETTER.
2.SEE SHEET L1.3.0 FOR PLANT SCHEDULE.
NOTES
MATCHLINE - SEE SHEET L1.1
HYDRANT, TYP.
SEE CIVIL
15
8
T
H
A
V
E
S
E
PROPOSED
MAINTENANCE
BUILDING
6' HT TRASH ENCLOSURE,
SEE ARCH
LEGEND
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING TREE TO REMAIN
TREE PROTECTION FENCING
MULCH
8
L6.0
EX
I
S
T
I
N
G
R
-
4
R
E
S
I
D
E
N
T
I
A
L
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
LANDSCAPE
BUFFER, TYP.
MATCHLINE - SEE 1/THIS SHEET
MATCHLINE - SEE 2/THIS SHEET
PLANTING PLAN - SOUTH2RESTORATION AREA1
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
CLEAR VISION
AREA, TYP.
EXISTING R-4 RESIDENTIAL
LIMIT OF WORK
LIMIT OF WORK:
EXTENTS SHOWN ARE
APPROXIMATE, ALL
AREA DISTURBED BY
CONSTRUCTION TO BE
REPAIRED AND
PLANTED
15
8
T
H
A
V
E
S
E
PARKING
AREA
DRIVEWAY
DRIVEWAY
WALKWAY
15'-0"'
15
'
-
0
"
'
15'-0"'
15
'
-
0
"
'
15
'
-
0
"
'
15'-0"'
7'-0"'
19
'
-
6
"
'
24
'
-
0
"
'
82'-2"'
27
'
-
4
"
'
63'-0"'
37'-2"'
56'-0"'
101'-3"'52'-4"'
137'-10"'
78
'
-
6
"
'
291'-10"'
19'-3"'
11/21/2024
25
DETAILS
L5.0.0
ROOTBALL
1" = 1'-0"
REMOVE WIRE BASKET (NO
EXCEPTIONS) AND ANY
OTHER SYNTHETIC MATERIAL
FROM ROOTBALL. CUT BACK
AND REMOVE BURLAP FROM
TOP AND SIDE OF ROOTBALL.
SET BALL ON COMPACTED
SOIL MOUND TO PREVENT
SETTLING.
NOTES:
1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE
REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH.
2.REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE
CONTRACTOR'S EXPENSE.
3.REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK
FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE
PRIOR TO PLANTING.
4.PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING.
TRUNK FLARE
BOTTOM OF TRUNK FLARE.
LOCATE BOTTOM OF TRUNK FLARE 1" MIN.
ABOVE ADJACENT FINISH GRADE.
1"
M
I
N
.
RO
O
T
B
A
L
L
MULCH LAYER, HOLD OFF
FROM TREE TRUNK
FINISH GRADE
P-2023-HTH-021
NOTES:
1.TREES NOT PLANTED IN CONFORMANCE WITH THIS
DETAIL WILL BE REJECTED BY THE LANDSCAPE
ARCHITECT. REPLACEMENT OF REJECTED TREES WILL
BE DONE AT THE CONTRACTOR'S EXPENSE.
2.PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR
AFTER INSTALLATION.
3"-4" HIGH WATERING RING
SCARIFY SIDES OF PLANTING PIT
3" MULCH. NO MULCH AGAINST TRUNK
BACKFILL WITH EXISTING SOIL
DO NOT DISTURB SUBGRADE BELOW
ROOTBALL TO REDUCE SETTLING.3X ROOTBALL
AT TIME OF PLANTING,
TRIM DAMAGED
BRANCHES.
CONIFER TREE PLANTING W/ STAKE
3/8" = 1'-0"
DRIVE STAKES 6"-12"
INTO UNDISTURBED
SOIL BELOW
ROOTBALL
DRIVE STAKES AT
ROOTBALL EDGE
APPROVED TREE TIE
MATERIAL SET LOOSE
TO ALLOW FOR
TRUNK GROWTH
STAKE TREE WITH
TWO 2"X2"X8' STAKES
SPREAD ACROSS
FROM EACH OTHER.
ROOTBALL
2 P-2023-HTH-71
ROOTBALL
NOTE:
1.TREES NOT PLANTED IN CONFORMANCE
WITH THIS DETAIL WILL BE REJECTED BY
THE LANDSCAPE ARCHITECT.
REPLACEMENT OF REJECTED TREES
WILL BE DONE AT THE CONTRACTOR'S
EXPENSE.
3"-4" HIGH WATERING RING
SCARIFY SIDES OF PLANTING PIT
3" MULCH. NO MULCH AGAINST
TRUNK
BACKFILL WITH EXISTING SOIL
DO NOT DISTURB SUBGRADE
BELOW ROOTBALL TO REDUCE
SETTLING.
3X ROOTBALL
AT TIME OF PLANTING, TRIM
DAMAGED BRANCHES.
DECIDUOUS TREE PLANTING
3/8" = 1'-0"
DRIVE STAKES 6"-12" INTO
UNDISTURBED SOIL BELOW
ROOTBALL
DRIVE STAKES AT
ROOTBALL EDGE
APPROVED TREE TIE MATERIAL
SET LOOSE TO ALLOW FOR
TRUNK GROWTH
STAKE TREE WITH TWO 2"X2"X8'
STAKES SPREAD ACROSS FROM
EACH OTHER
3 P-2023-HTH-70
SHRUB PLANTING
NTS
3" MULCH.
NO MULCH
AGAINST THE BASE
OF THE PLANT
BACKFILL WITH
EXCAVATED SOIL
REMOVE BURLAP
FROM TOP AND SIDES
OF ROOT BALL DOWN
INTO GROUND. SET
TOP OF BALL FLUSH
WITH FINISH GRADE.
SCARIFY
SIDES OF
PLANTING PIT
LOOSEN / PULL OUT ROOTS
FROM CONTAINER GROWN
PLANTS
5 P-2023-HTH-03
NOTE:
1.ALL GROUNDCOVER TO BE PLANTED
AT EQUAL TRIANGULAR SPACING PER
O.C. SPACING ON LEGEND.
2X ROOTBALL
3" OF MULCH.
NO MULCH AGAINST
THE BASE OF THE
PLANT
BACKFILL WITH
EXCAVATED SOIL.
WATER THOROUGHLY.
GROUNDCOVER PLANTING PLAN
SPACING
AS SPECIFIED
12" MIN
FROM CURB
SPACING X .86 FOR
TRIANGULAR PATTERN
GROUNDCOVER PLANTING
1/2" = 1'-0"
4 P-2023-HTH-66
1
L5.0.0
1
L5.0.0
NOTES:
1.INSTALL EDGING PER MANUFACTURER'S SPECIFICATIONS WITH TOP OF EDGING 1/4" TO
1/2" ABOVE COMPACTED FINISH GRADE (TURF SIDE).
STEEL LANDSCAPE EDGING
1" = 1'-0"
STAKE AT ALL CURVE
RETURNS, CURVE MIDPOINTS,
AND AT 36" O.C. MIN.
COMPACT SUBGRADE ON
EITHER SIDE OF EDGING TO
MAINTAIN STABILITY
3/16" X 4" STEEL EDGING
COLOR SHALL BE BLACK
CONDITIONS VARY, SEE PLAN
SHRUB SIDE TOP OF
SUBGRADE
P-2024-RRF-107
ELEVATION
FENCING/ROOT PROTECTION
1.FENCING TO BE PROVIDED AND MAINTAINED AT CANOPY DRIP LINE.
2.TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT
GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL
FINAL ACCEPTANCE.
3.ALL BRUSH CLEANUP WITHIN DRIP LINE SHOULD BE COMPLETED BY
HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS.
4.NO WIRES, CABLES, OR OTHER DEVICES SHALL BE ATTACHED TO
PROTECTED TREES DURING CONSTRUCTION.
5.CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
TRENCHING/EXCAVATION
CRITICAL ROOT ZONE
1.NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION
AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE.
DRIP LINE
1.LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS
WITHIN DRIP LINE.
2.NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED
AREAS, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING,
EXCAVATION, DUMPING OR WASHING.
3. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVAL
BY LANDSCAPE ARCHITECT.
FEEDER ROOT ZONE
1.OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF
MATERIALS SUBJECT TO LANDSCAPE ARCHITECT'S APPROVAL.
2.MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT.
SURFACE PROTECTION* MEASURES MAY BE REQUIRED.
3.LIMIT ANY DISTURBANCE TO MAXIMUM 1/3 OF FEEDER ROOT ZONE.
4.IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING,
PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT
CLEANLY AND KEEP MOIST.
5.USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED
AREAS TO PROTECT FEEDER ROOTS.
*SURFACE PROTECTION MEASURES
6-8" MULCH LAYER, 3/4"PLYWOOD, OR STEEL PLATES
DRIP LINE
4'
-
0
"
CRITICAL ROOT ZONE
DIA=1/2X
DIA=X
FEEDER ROOT ZONE
WOOD POST 8' OC
MAX SPACING.
INSTALL AT A MIN.
OF 2'-0" BELOW
GRADE.
ORANGE VINYL
DIAMOND MESH
CONSTRUCTION
FENCING, TYP.
DIA=2X
USE 8" WIRE 'U' TO
SECURE FENCE
BOTTOM, TYP.
TREE PROTECTION DETAIL
3/16" = 1'-0"
8 DETAIL-FILE
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
AS INDICATED
11-78
11/20/24
No.Description Date:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
1200 6th Avenue, Suite 1620 Seattle, WA 98101
206.267.2425TEL 206.267.2429FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
GRAVEL MAINTENANCE STRIP
1/2" = 1'-0"
BUILDING FACADE
NO PLANTING ZONE
5/8" MINUS CRUSHED GRAVEL
COMPACTED TO 95%
FINISH GRADE
STEEL LANDSCAPE EDGING
MIRAFI 140 NON-WOVEN
GEOTEXTILE FABRIC
SUBGRADE COMPACTED TO 95%2'-0"
4"7
L5.0.0
6 P-2024-RRF-04
11/21/2024
25
1 8
9
A
G
M
J
13
G.1
1.1
A.1
MAINTENANCE
BUILDING
SIDEWALK, TYP.
PLANTING
STRIP, TYP.
WASTE/REFUSE REFER TO
SHEET A1.20 SITE DETAILS
RMC 4-4-090 -6'-0" TALL
FENCE W/ SCREENING
SIGNIFICANT TREE
SE 128TH ST
15
8
T
H
A
V
E
S
E
EXISTING STRUCTURE
(PREVIOUSLY
DEMOLISHED)
FLAG POLE
RENTON
KING COUNTY
RE
N
T
O
N
KI
N
G
C
O
U
N
T
Y
PARCEL #3664500338
15801 SE 128TH ST
PARCEL #3664500338
12914 158TH AVE SE
WASTE/REFUSE REFER
TO SHEET A1.20 SITE
DETAILS RMC 4-4-090
6'-0" TALL FENCE
W/SCREENING
RETAINING WALLS
PER CIVIL
FIRE STATION
DECORATIVE METAL
FENCE
BBQ PATIO
6'-0" CHAINLINK
FENCE
BICYCLE PARKING
ABOVE GROUND
PORTABLE
WATER TANK
LANDMARK TREE
JURISDICATION
BOUNDARY LINE
GENERATOR
SIGNIFICANT TREE
EXISTING EDGE OF
PAVEMENT
EDGE OF NEW
SIDEWALK
EXISTING STRUCTURE
(PREVIOUSLY
DEMOLISHED)
EXISTING STRUCTURE
(PREVIOUSLY
DEMOLISHED)
EXISTING STRUCTURE
(PREVIOUSLY
DEMOLISHED)
EXISTING STRUCTURE
(PREVIOUSLY DEMOLISHED)
SIGNIFICANT TREE TO
BE REMOVED
DRIP LINE -TYP. AT
LANDMARK AND
SIGNIFICANT TREES
EXISTING EDGE
OF PAVEMENT
NEW EDGE OF
PAVEMENT
EXISTING TREE TO BE
REMOVED, TYP.
EXISTING TREE TO
REMAIN, TYP.
30' - 0" ROW
ROW SETBACK
30' - 0"
12' - 11 3/4"
8' - 6 1/4"
5' - 0"
0"
1' - 0"
EXISTING ROW
42' - 0"
4
1' - 8
"
ROW SETBACK
30' - 0"
DEDICATED ROW
43' - 0"
F 52°
3
8
°
52°
BUFFER
10' - 0" LANDSCAPE
SETBACK
10' - 0 1/4" SIDE YARD
5 1 ' - 6 "
3.1
12
9
'
-
4
"
26
'
-
3
"
27
'
-
0
"
50
'
-
0
"
EDGE OF MEZZANINE
EDGE OF
MEZZANINE
AUTOMATED
SLIDING GATE
EXISTING ALLEY TO BE VACATED
NEW COMBINED
PROPERTY LINE
BOUNDARY
N 0° 09' 49" W
293.46'
S 3° 54' 07" W
16.00'
N
0
°
0
3
'
5
8
"
E
18
8
.
3
4
'
S 87° 10' 15" E
227.37'
S 0° 14' 58" E
293.13'
S
0
°
0
3
'
5
8
"
W
32
1
.
1
1
'
S 2° 15' 47" W
16.00'
N 87° 21' 05" W
291.30'
S 87° 21' 05" E
63.06'
N
0
°
0
3
'
5
8
"
E
13
3
.
1
4
'
12
2
'
-
9
"
SETBACK
25' - 0" REAR YARD
14' - 4"
6' - 11"
5 EQ SP = 50' - 0"8' - 0"
5' - 7"1' - 5"
34' - 3 1/2"35' - 0"
GAS METER
GAS METER
1
2 E
Q
S
P
= 1
2
0' - 0
"
1' - 6
"
1' - 6
"
41
'
-
4
"
10
'
-
7
"
9'
-
0
"
3
E
Q
S
P
=
27
'
-
0
"
15' - 8 1/2"58' - 11"49' - 4 1/2"
7' - 8"
13' - 3"24' - 0"20' - 0"
4 7 ' - 0 "
6 ' - 6 "
94
'
-
9
"
7'
-
7
"
80
'
-
7
"
60
'
-
9
1
/
4
"
SETBACK
10' - 0" SIDE YARD
SETBACK
10' - 0" SIDE YARD
SETBACK
10' - 0" SIDE YARD
SETBACK
10' - 0" SIDE YARD
ROW SETBACK
30' - 0"
DEDICATED ROW
43' - 0"
LANDSCAPE BUFFER
10' - 0"
BUFFER
10' - 0" LANDSCAPE
SETBACK
10' - 0" SIDE YARD
R 50' - 0"
R
2
0' - 0
"
R 2 0 ' - 0 "
R 2 6 ' - 5 1 /2 "
R 2 0 ' - 0 "
R 5' - 0"
R 5 ' - 0 "
15
'
-
0
"
9"
10
2
'
-
8
"
52
'
-
1
1
"
27
'
-
0
"
50
'
-
0
"
4' - 1 1/2"
16' - 8"22' - 11"27' - 0"
CONTROL PT B
28
'
-
1
1
3
/
8
"
83' - 8 19/32"54' - 2 1/2"29' - 6 1/2"70' - 8 1/2"
CONTROL PT A
R 5' - 0"
R 5' - 0"
15' - 0"
15' - 0"
DRIP LINE -TYP. AT
LANDMARK AND
SIGNIFICANT TREES
A1.2.1
1
A1.2.1
5
17' - 0"
2
0' - 5
"
FU
T
U
R
E
14
'
-
6
"
FU
T
U
R
E
20
'
-
3
"
FU
T
U
R
E
20
'
-
3
"
SITE PLAN GENERAL NOTES
1. REFER TO CIVIL DRAWINGS FOR CONTOURS AND UTILITY LINES
5
A1.1.1
5
A1.1.1
4
A1.1.1
4
A1.1.1
A
B
C
E
FG
J
L D
K
BUILDING FOOTPRINT
SETBACK
10' - 0" SIDE YARD
ROW SETBACK
30' - 0"
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
H
538' - 0"
540.98'537.98'
537.5'
537.98'
536.25
535.75
537.85'
537.98'
537.85'
537.98'542.0'
DEDICATION
1' - 0" ROW
6
A1.1.1
6
A1.1.1
7
A1.1.1
7
A1.1.1
BUILDING
FOOTPRINT
A
B
C
D
E
F
PR
O
P
E
R
T
Y
L
I
N
E
SETBACK
10' - 0" SIDE YARD 8' - 11 1/2"
TYP.
6' - 0"
544.98'544.98'
544.98'549.0'
549.0'545.0'
FS T.O. SLAB
538' -0"
FS T.O. STL -APP BAY
561' -2"
FS AVERAGE GRADE
538' -2 1/2"
FS MAX. TOP PLATE
570' -2 1/2"
6'
-
0
"
32
'
-
0
"
FS MAX. ROOF PROJECTION
576' -2 1/2"
2'
-
1
1
"
22
'
-
1
1
1
/
2
"
2
1
/
2
"
38
'
-
0
"
25
'
-
1
0
1
/
2
"
FS T.O. SLAB
538' -0"
FS T.O. STL -APP BAY
561' -2"
FS AVERAGE GRADE
538' -2 1/2"
FS MAX. TOP PLATE
570' -2 1/2"
32
'
-
0
"
2'
-
1
1
"
22
'
-
1
1
1
/
2
"
FS MAX. ROOF PROJECTION
576' -2 1/2"
6'
-
0
"
38
'
-
0
"
2
1
/
2
"
25
'
-
1
0
1
/
2
"
MB -T.O. SLAB
545' -0"
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
38
'
-
0
"
T.O. BENT
579' -0"
8"
3
3
'
-
4
"
4'
-
3
1
/
2
"
37
'
-
7
1
/
2
"
4
1
/
2
"
MB -T.O. SLAB
545' -0"
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
38
'
-
0
"
T.O. BENT
579' -0"
4'
-
3
1
/
2
"
33
'
-
4
"
8
"
4
1
/
2
"
37
'
-
7
1
/
2
"
ASPHALT PAVING
CONCRETE PAVING
LEGEND
NEW PERMANENT STRUCTURE
FUTURE BUILDING EXPANSION
WATER MAIN EASEMENT
SEWER UTILITY EASEMENT
FUTURE PAVING
FIRE STATION MAINTENANCE BUILDING
WALL PT 1 + PT 2 = AVERAGE WALL PT 1 + PT 2 = AVERAGE
A 540.98 + 537.98 = 539.48 A 549.00 + 545.00 = 547.00
B 537.98 + 537.50 = 537.74 B 545.00 + 544.98 = 544.99
C 537.50 + 537.98 = 537.74 C 544.98 + 544.98 = 544.98
D 537.98 + 536.25 = 537.12 D 544.98 + 544.98 = 544.98
E 536.25 + 535.75 = 536.00 E 544.98 + 544.98 = 544.98
F 535.75 + 537.85 = 536.80 F 544.98 + 549.00 = 546.99
G 537.85 + 537.98 = 537.92 3273.92 /6 =545.65
H 537.98 + 537.85 = 537.92
J 537.85 + 537.98 = 537.92
K 537.98 + 542.00 = 539.99
L 542.00 + 540.98 = 541.49
5920.1 / 11 =538.19
ALLOWABLE HEIGHT HT (FT)ELEV ALLOWABLE HEIGHT HT (FT)ELEV
ALLOWABLE TOP PLATE 32.00 570.19 ALLOWABLE TOP PLATE 32.00 577.65
ALLOWABLE ROOF SURFACE PROJECTION =5.67"/1.5 = 3.78 ALLOWABLE ROOF SURFACE PROJECTION =6"/1.5 = 6.00
(1'-0" IN HEIGHT PER 1'-6" DIST. FROM SETBACK)(1'-0" IN HEIGHT PER 1'-6" DIST. FROM SETBACK)
TOTAL ALLOWABLE ROOF HEIGHT 35.78 573.97 TOTAL ALLOWABLE ROOF HEIGHT 38.00 583.65
ACTUAL HEIGHT HT (FT) ELEV ACTUAL HEIGHT HT (FT) ELEV
ACTUAL TOP PLATE (T.O. STEEL) 20.85 559.04 ACTUAL TOP PLATE (T.O. STEEL)32.00 577.65
ACTUAL ROOF SURFACE PROJECTION 4.08 ACTUAL ROOF SURFACE PROJECTION 5.63
TOTAL MAXIMUM ROOF HEIGHT 24.93 563.12 TOTAL MAXIMUM ROOF HEIGHT 37.63 583.28
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A1.1.1
SITE PLAN
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1" = 40'-0"1 SITE PLAN
Scale: 1" = 40'-0"2
FIRE STATION PLAN
BUILDING HEIGHT DIAGRAM
Scale: 1" = 40'-0"3
MAINTENANCE BUILDING PLAN
BUILDING HEIGHT DIAGRAM
Scale: 1/32" = 1'-0"4
FIRE STATION - N/S SECTION -
BUILDING HEIGHT DIAGRAM
Scale: 1/32" = 1'-0"5
FIRE STATION E/W SECTION -
BUILDING HEIGHT DIAGRAM
Scale: 1/32" = 1'-0"6
MAINT. BLDG. E/W SECTION -
BUILDING HEIGHT DIAGRAM
Scale: 1/32" = 1'-0"7
MAINT. BLDG. N/S SECTION -
BUILDING HEIGHT DIAGRAM
BUILDING HEIGHT CALCULATIONS
LOT AREA:
SITE NORTH:66,425 SF
SITE SOUTH:81,643 SF
ALLEY AREA:3,647 SF
TOTAL LOT AREA:151,721 SF (3.4 ACRE)
BUILDING AREA:FIRE STATION MAINT. BUILDING
BUILDING FOOTPRINT:13,024 SF 9,886 SF
MEZZANINE AREA:1,290 SF 2,034 SF
CANOPIES/OVERHANG:1,136 SF 0 SF
FUTURE ADDITION:0 SF 1,362 SF
ALLOWABLE BUILDING AREA: 35% OR 53,100 SF (FOR COMBINED LOT)
ACTUAL BUILDING AREA:
FIRE STATION:
BLDG FOOTPRINT:13,024 SF
CANOPIES:1,136 SF
MAINT. BUILDING:
BLDG FOOTPRINT:9,886 SF
FUTURE ADDITION:1,362 SF
TOTAL AREA:25,408 SF OR 16.7%
ALLOWABLE IMPREVIOUS AREA:50% OR 75,861 SF (FOR COMBINED LOT)
ACTUAL IMPERVIOUS AREA:
BUILDING AREA:24,046 SF
PAVEMENT:48,285 SF
FUTURE PAVEMENT:1,072 SF
TOTAL AREA:74,765 SF OR 49.3%
AREA CALCULATIONS
REQUIRED PARKING
MAINTENANCE BUILDING
REFER TO PAGE 20 OF TRAFFIC IMPACT ANALYSIS PERFORMED BY TRANSPO GROUP DATED AUGUST 2024.
FIRE STATION:
RMC 4-4-800.F.10.E -NOT DEFINED. SPACES TO BE DETERMINED BY PLANS EXAMINER
REFER TO PAGE 20 OF TRAFFIC IMPACT ANALYSIS PERFORMED BY TRANSPO GROUP DATED AUGUST 2024
PROPOSED PARKING
FIRE STATION:
CREW PARKING (2/ SLEEPING ROOM) 12 SPACES
PUBLIC SPACES 3 SPACES (INCLUDES 1 ACCESSIBLE SPACE)
MAINTENANCE BUILDING 5 SPACES (INCLUDES 1 ACCESSIBLE SPACE)
TOTAL PROPOSED SPACES:20 SPACES (INCLUDES 2 ACCESSIBLE SPACES)
BICYCLE PARKING:
REQUIRED SPACES 2 SPACES (10% OFF STREET PARKING SPACES)
PROPOSED SPACES 2 SPACES
PARKING CALCULATIONS
0 80'40'0 80'40'
TOTAL LANDSCAPING:79,775 SF
PARKING LOT LANDSCAPING:9,465 SF
WILDLIFE HABITAT LANDSCAPING:35,000 SF
INTERIOR PARKING LOT LANDSCAPING:NONE REQUIRED
NOTE:
REFER TO LANDSCAPE PLANS FOR DELINEATION OF
LANDSCAPING AREAS AND ADDITIONAL INFORMATION
LANDSCAPE AREAS
0 80'40'
No. Description Date:
1
A1.2.13
GENERATOR
PER ELECTRICAL
10' - 8"
RETAINING WALL
PER. STRUCTURAL
6" CONC. SLAB W/
SMOOTH FINISH &
CONC. SEALER
12" MAX
HOUSEKEEPING PAD
GALV. L4X4X1/4 ANGLE
MOUNTED TO SLAB
MIN. CLR
3' - 0"
BOLLARD, TYP
CONCRETE CURB
MIN. CLR
3' - 0"
8"
16
'
-
1
0
"
8"
MI
N
.
C
L
R
3'
-
0
"
26
'
-
0
"
(
V
E
R
I
F
Y
W
/
M
A
N
U
F
)
6" CONC. SLAB W/
SMOOTH FINISH &
CONC. SEALER
7' - 4"9' - 1"
10' - 2"6"
1'
-
3
"
15
'
-
8
"
1'
-
3
"
7'
-
1
0
"
7'
-
1
0
"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
29
'
-
0
"
10' - 0" (VERIFY W/ MANUF.)
PRE-PRIMED, PTD STEEL BEAM
PER STRUCTURAL, TYP
4
A1.2.1
METAL WALL
PANEL
BOLLARD, TYP
4'
-
0
"
7
'
-
0
"
11
'
-
0
"
8'
-
6
"
11
'
-
0
"
A1.2.1
7
8
A1.2.1
8
A1.2.1
6" CONC. SLAB W/
SMOOTH FINISH &
CONC. SEALER
GALV. L4X4X1/4
ANGLE MOUNTED
TO SLAB
18' - 0"
15
'
-
0
"
3'
-
2
"
11
'
-
1
0
"
4"5 EQ SP = 17' - 4"4"
4
E
Q
S
P
=
1
4
'
-
3
"
4"
1' - 2"15' - 8"1' - 2"
7' - 10"7' - 10"
8
A1.2.1
MP-1
FS T.O. SLAB
538' -0"
PRE-PRIMED, PTD STEEL
PER STRUCTURAL
PRE-FIN, BOX RIB MTL ROOFING
SWING GATE
12
'
-
0
"
8'
-
6
"
MP-1
CONC
6"
2'
-
6
"
PRE-PRIMED, PTD STEEL
PER STRUCTURAL
PRE-FIN MTL GUTTER
PRE-PRIMED, PTD
TUBE STL POST PER
STRUCT, TYP
11
'
-
0
"
6"
8'
-
0
"
MP-1
CONC
1
RMP-1
RMP-1
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A1.2.1
SITE ENLARGED PLANS AND ELEVATIONS
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/4" = 1'-0"1 FS - GENERATOR/WASTE ENCLOSURE - ENLARGED PLAN
Scale: 1/4" = 1'-0"3 FS - GENERATOR/WASTE ENCLOSURE - ELEVATION
Scale: 1/4" = 1'-0"5 MB - WASTE ENCLOSURE - ENLARGED PLAN
Scale: 1/4" = 1'-0"7 MB - WASTE ENCLOSURE - ELEVATON
Scale: 1/4" = 1'-0"4 SECTION @ WASTE ENCLOSURE E-W
Scale: 1/4" = 1'-0"8 MB - SECTION @ WASTE ENCLOSURE E-W
2'0 4' 8'
1/4" = 1'
Scale: 1/4" = 1'-0"2 FS GENERATOR/WASTE ENCLOSURE - ROOF PLAN
Scale: 1/4" = 1'-0"6 MB WASTE ENCLOSURE - ROOF PLAN
2'0 4' 8'
1/4" = 1'
2'0 4' 8'
1/4" = 1'
2'0 4' 8'
1/4" = 1'
No. Description Date:
DN
8
D
B
3
A1.2.2
3
A1.2.2
TYP.
4' - 6"
4
A1.2.2
4
A1.2.2
2x2 GALV TUBE STL POST
8"
4"
GALV STL HANDRAIL
@ 30" A.F.F.
2
A1.2.2
2
A1.2.2
1:
1
2
1:12 1:12
6"7' - 4"8"5' - 4 1/8"8"
5'
-
1
0
"
19
'
-
0
"
8'
-
9
"
11
'
-
1
0
"
3'
-
0
"
6'
-
4
1
/
2
"
3'
-
0
"
5'
-
4
1
/
2
"
3'
-
0
"
33
'
-
7
"
6' - 2 1/8"30' - 0"5' - 0"5' - 0"
TY
P
1'
-
0
"
A3.1.14
DMG-1 -DECORATIVE METAL GUARDRAIL
36'' HIGH GALVANIZED STEEL HANDRAIL
DMF-1 -DECORATIVE METAL FENCE
FS T.O. SLAB
538' -0"
8
2x2 GALV TUBE
STL POST
CLR.
4' - 11 1/4"
4'X7' W/ GALV.
2"X2" WIRE MESH
PA
N
E
L
7'
-
0
"
9
1
/
2
"
42
"
M
I
N
(
V
A
R
I
E
S
)
MI
N
.
3'
-
0
"
FS T.O. SLAB
538' -0"
D
TY
P
.
3'
-
9
1
/
2
"
2x2 GALV TUBE STL POST
TYP.
4' - 6"
TYP.
4' - 0"
36'' HIGH GALVANIZED STEEL HANDRAIL
DMG-1 -DECORATIVE METAL GUARDRAIL
FS T.O. SLAB
538' -0"
8
MI
N
3'
-
0
"
DMF-1 -DECORATIVE METAL FENCE
36'' HIGH GALVANIZED STEEL HANDRAIL
CONC
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A1.2.2
SITE ENLARGED PLANS AND ELEVATIONS
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
2'0 4' 8'
1/4" = 1'
Scale: 1/4" = 1'-0"1
FIRE STATION - MAIN FLOOR PLAN -
RAMP
Scale: 3/8" = 1'-0"4 SECTION @ RAMP E-W 1
Scale: 3/8" = 1'-0"2 SECTION @ RAMP N-S 2
Scale: 3/8" = 1'-0"3 SECTION @ RAMP E-W 2
No. Description Date:
UP
1 HR SEPARATION -CONT. TO UNDERSIDE OF ROOF/ FLOOR
ASSEMBLY
1/2 HR SEPARATION -CONT. TO UNDERSIDE OF FLOOR/ ROOF
ASSEMBLY
LEGEND
REFERENCED DOOR TYPE AND SCHEDULE PER A9.1 AND A9.3
REFERENCED WALL ASSEMBLY TYPE -REFER TO A5.1 & A9.1
REFERENCED WINDOW TYPE PER A9.3
REFERENCED INTERIOR ELEVATION PER A8.1 -A8.x
PROVIDE (6) FIRE EXTINGUISHER CABINETS FEC -VERIFY
LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION -SEE
DETAIL 14/A8.2 WITH 2A 10BC RATED UNITS (5 LBS MINIMUM)
FEC
A
###
A7.1
1
1
11
______________
__
_
_
_
_
_
11A
8 1
"A" INDICATES ACOUSTIC WALL
"T" INDICATES THERMAL WALL
PRIMARY FRAMING MEMBER SIZE (SEE KEY -REFER TO A9.1)
FIRE/HEIGHT RATING (SEE KEY -REFER TO A9.1)
FLOOR PLAN GENERAL NOTES
1. SEE INTERIOR ELEV. FOR GROMMETS IN CASEWORK.
2. PROVIDE DEPRESSED SLAB AT WASH ALCOVE AND SHOWERS TYP. (SEE STRUCT.
FOUNDATION PLAN S2.x FOR SLAB THICKNESS).
3. COORDINATE AND PROVIDE BACKING AND BLK'G REQ'D FOR CABINETS, GRAB BARS,
HANDRAILS, MARKER BOARDS, TACK BOARDS, SHELVING AND OTHER EQUIPMENT
AND HARDWARE PRIOR TO INSTALLING G.W.B. -CONT. X 6" 16 GA. FLAT STRAP W/
2X6 MIN WOOD BLK'G REQUIRED AT ALL GRAB BARS AND HANDRAIL LOCATIONS.
CONT. X 8" 16 GA. FLAT STRAP BACKING OK AT ALL OTHER LOCATIONS.
4. PROVIDE WALL TO WALL SLOPED FLOORS AT TRENCH DRAINS AT APPARATUS
BAYS -SEE FLOOR PLAN FOR TOP OF DRAIN ELEVATIONS.
5. PROVIDE BLOCK OUTS AT EXTERIOR DOORS AND APPARATUS BAY DOORS TO
POUR SLAB THROUGH OPENING WITH A SINGLE EXPANSION JOINT AS INDICATED.
6. WHERE CONTROL JOINTS TERMINATE AT AN INTERSECTING JOINT, HOLD SHORT
AND FINISH WITH HAND SAW. OVERLAPPING SAW CUTS ARE NOT ALLOWED.
7. PROVIDE CURB PER x/A9.X AT LOCATIONS WHERE MULTIPLE CONDUIT PENETRATE
SLAB .
8. ALL DIMENSIONS & GRID LINES ARE FROM FACE OF BRICK/BLOCK &/OR FACE OF
STUD & CENTERLINE OF STEEL COLUMNS, UNLESS NOTED OTHERWISE.
CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS & CONDITIONS IN THE FIELD
BEFORE PROCEEDING WITH THE WORK.
9. SEE ENLARGED PLANS ON A6.1 FOR DIMENSIONS.
10. COORDINATE AND PROVIDE BACKING & BLK'G REQ'D FOR CABINETS AND
HARDWARE PRIOR TO INSTALLING G.W.B.
11. SEE A5.1 FOR EXTERIOR ASSEMBLY TYPES AND A9.1 FOR INTERIOR ASSEMBLY
TYPES.
A3.1.14
A3.1.1
A3.1.2
A3.1.2
1
1
4
2
A4.1.1
2
A4.1.1
1
A4.1.1
1
A4.1.1
1
A4.1.2
1
A4.1.2
4
A4.1.2A3.1.2
3
A3.1.3
1
2
A4.1.2
2
A4.1.2
3
A4.1.2
5
A4.1.2
1
1
2
2
5
5 6 8
9
AA
CC
DD
EE
G
M
M
J
J
H
7
BB
A3.1.2
2L
L
3
3
4
4
K
K
10
11
13
12
A8.1.8
A8.1.4
SHOP
148
SCBA FILL
147
COMPRESSOR
144
MECHANICAL
149
HOSE
145
BATTERY
146
FF WORK
105
AIR LOCK
138
EMS
137
MECH
135
DAY ROOM
108
KITCHEN/DINING
110
SUPPLY
115
SHOWER
124
SLEEP
122
SLEEP
121
SLEEP
119
SLEEP
118
SLEEP
117
SLEEP
116
VEST
100
LOBBY
101
OFFICE
103
RESTROOM
102
IT
136
OFFICE
104
LADDER
OUTDOOR
BBQ
HALL
107
HALL
120
HALL
123
APPARATUS
BAY
141
ALCOVE
122A
ALCOVE
121A
ALCOVE
119A
ALCOVE
118A
ALCOVE
117A
ALCOVE
116A
OUTLINE
OF CANOPY
ABOVE
ELECTRICAL
143
HOSE
REEL
SCBA COMPRESSOR
HOUSE AIR
COMPRESSOR
WO
R
K
B
E
N
C
H
DW
DW
OUTLINE OF
CANOPY ABOVE
TRENCH
DRAIN, TYP
TV
WORKBENCH
(12) GEAR LOCKERS
(5) GEAR LOCKERS
(8
)
G
E
A
R
L
O
C
K
E
R
S
ADA SHOWER
126
ADA SHOWER
125
131' - 8"
15' - 1"20' - 11"18' - 0"21' - 1"26' - 9"5' - 7"24' - 3"
3' - 4"2' - 3"18' - 1"8' - 8"
9' - 9"8' - 4"3' - 5"5' - 0"3' - 7"
88
'
-
2
"
15
'
-
9
"
32
'
-
1
0
"
26
'
-
1
1
"
6'
-
8
"
6'
-
0
"
5'
-
7
"
10
'
-
2
"
5'
-
1
1
"
9'
-
9
"
11
'
-
2
"
6'
-
0
"
6'
-
5
"
20
'
-
6
"
15' - 1"20' - 11"18' - 0"21' - 1"
6
2' - 8
"
2
1' - 0
"
1
4' - 1
0
"
6' - 1
0 1/2
"
1
9' - 1
1 1/2
"
5' - 2
"
9' - 8
"
6' - 1
0 1/2
"
3' - 9
"
2' - 6
"
7' - 6
"
2' - 6
"
3' - 8 1/2
"
5 1 ' - 6 "
9 ' - 5 "
1 8 ' - 2 "
9 ' - 5 "
1 4 ' - 6 "1 4 ' - 6 "
1
4' - 1
0
"
6' - 1
0 1/2
"
1
9' - 1
1 1/2
"
F
80
'
-
7
"
8'
-
2
"
32
'
-
1
0
"
26
'
-
1
1
"
6'
-
8
"
6'
-
0
"
3
8
°
52°
32
'
-
1
0
"
2'
-
9
1
/
2
"
10
'
-
0
"
2'
-
4
1
/
2
"
15
'
-
2
"
10
'
-
6
"
1'
-
3
"
8'
-
2
"
6'
-
0
1
/
2
"
1
5' - 0 1/2
"
5' - 1
1 1/2
"
5 ' - 1 "
4
1' - 8
"
3/16" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"3/16" / 1'-0"
______________
__
_
_
_
_
_
11
6 Y
STAIR
142
136A
129A
102A
137A
104A
123A
114A
100B
100A
147A
127A
126A
125A
124A
117A
118A
119A
121A
122A
108A
115A
116A
101A
8
2' - 9"8' - 6 1/2"6' - 9 1/2"3"
A6.3.1
1
______________
__
_
_
_
_
_
11A
6 Y
______________
__
_
_
_
_
_
W2
10 ______________
__
_
_
_
_
_
W2
10
______________
__
_
_
_
_
_
W2
10
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W2
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
8
______________
__
_
_
_
_
_
W1
10
A3.1.13 A3.1.1
2
9' - 7 1/2
"
1
0' - 4
"
1' - 4
"
1
0' - 0
"
3' - 6
"
6 ' - 6 "
5 ' - 2 "
6 ' - 6 "
5' - 4 1
5/1
6
"
2' - 6
"
3' - 5 1/1
6
"
3' - 6
"7 1/2
"
2' - 6
"
3' - 9
"
3' - 9
"
2' - 6
"
3' - 4 1/2
"
4' - 1 1/2
"
2' - 6
"
3' - 8 1/2
"
4' - 5
"
5' - 9
"
4' - 4
"
4
"
5' - 5
"
4' - 4
"
A3.1.3
2
5/
1
6
"
/
1
'
-
0
"
5/
1
6
"
/
1
'
-
0
"
5/
1
6
"
/
1
'
-
0
"
1:
1
2
1:12 1:12
A1.2.2
1
HOSE
REEL
FE
C
75' - 1"
TV
TV
TV
TV
______________
__
_
_
_
_
_
11
10 0
A6.1.1
5
A6.1.1
6
A6.1.1
8
A6.1.1
1
A6.1.1
4
1
2
A8.1.1 24
1
3
A8.1.1
7
5
68
A8.1.116
13
14
15
A8.1.1 18
17
20
19
A8.1.2
6
7
4
5
A6.1.1
2
A8.1.6
18
A8.1.6 17
20
19
A8.1.5
8
56
7
A8.1.2
8
11
10
9
A8.1.2
1
3
2
A8.1.213
75
'
-
0
"
A8.1.92
1
A8.1.4
9
10' - 10"
143A
141G 141B141A 141C
(3
)
G
E
A
R
L
O
C
K
E
R
S
4' - 1
"
9' - 1
0
"
6' - 9
"
1 9 ' - 1 1 "
1 0 ' - 6 "
5 ' - 2 "
6 ' - 6 "
9 ' - 5 "11
'
-
6
"
7'
-
6
"
5'
-
6
"
14
'
-
1
1
"
9'
-
2
"
11
'
-
3
"
7'
-
8
"
7'
-
1
"
11
"
11
"
8"
8'
-
1
"
FITNESS STOR.
128
GEAR
TURNOUT
134
SHOWER
130
LAUNDRY
114
PANTRY
113
AIRLOCK
132
WASH ALCOVE
131
HALL
109
CLEAN ROOM
133
EQUIP. DECON
129
138A
134A
127C
110A
141D141D
149B
149A
2' - 9"8' - 6 1/2"6' - 6"
7'
-
3
1
/
2
"
5'
-
2
"
3"
5/
1
6
"
/
1
'
-
0
"
5/
1
6
"
/
1
'
-
0
"
5/
1
6
"
/
1
'
-
0
"
141F
2' - 9
"
5' - 0
"
2' - 7
"
2' - 5
"
5' - 0
"
5' - 0
"
4' - 1
"
1
1
"
5' - 0
"
5' - 0
"
2' - 7
"
1' - 4
"
--
BOLLARD, TYP
2'
-
0
"
BOLLARDS, TYP
A8.1.2 12
4'
-
8
"
8'
-
1
"
5'
-
2
"
5'
-
1
1
"
3'
-
0
"
9'
-
5
"
3'
-
0
"
12
'
-
9
"
6'
-
1
0
"
11
"
FITNESS
127
A6.1.1
3
A6.1.1
7
T/R
3' - 2"
A8.1.7 2
1
4
3
A8.1.7
15
13
1416
A8.1.7 1012
9
11
4' - 11"14' - 0"2' - 0"2' - 0"14' - 0"2' - 0"2' - 0"14' - 0"5' - 1"
______________
__
_
_
_
_
_
W1
8
7' - 6"9' - 1"7' - 8"
103A
0 4' 8' 16'
1/8" = 1'
Scale: 1/8" = 1'-0"1 FIRE STATION - MAIN FLOOR PLAN
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.1.1
FLOOR PLAN - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
No. Description Date:
DN
A3.1.2 4
1
A4.1.1
1 2
C
D
E
G
STORAGE
MEZZ
201
MECHANICAL
202
5
A1.1.1
15' - 1"
75
'
-
6
"
15
'
-
9
"
32
'
-
1
0
"
26
'
-
1
1
"
9'
-
0
"
17
'
-
1
1
"
STAIR
142
202A
A6.3.1
2
A3.3.1
2
5'
-
8
"
11
'
-
6
"
15
'
-
8
"
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.1.2
MEZZANINE FLOOR PLAN - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 FIRE STATION - MEZZANINE FLOOR PLAN
0 60'30'
No. Description Date:
UP
1 HR SEPARATION -CONT. TO UNDERSIDE OF ROOF/ FLOOR
ASSEMBLY
1/2 HR SEPARATION -CONT. TO UNDERSIDE OF FLOOR/ ROOF
ASSEMBLY
LEGEND
REFERENCED DOOR TYPE AND SCHEDULE PER A9.1 AND A9.3
REFERENCED WALL ASSEMBLY TYPE -REFER TO A5.1 & A9.1
REFERENCED WINDOW TYPE PER A9.3
REFERENCED INTERIOR ELEVATION PER A8.1 -A8.x
PROVIDE (6) FIRE EXTINGUISHER CABINETS FEC -VERIFY
LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION -SEE
DETAIL 14/A8.2 WITH 2A 10BC RATED UNITS (5 LBS MINIMUM)
FEC
A
###
A7.1
1
1
11
______________
__
_
_
_
_
_
11A
8 1
"A" INDICATES ACOUSTIC WALL
"T" INDICATES THERMAL WALL
PRIMARY FRAMING MEMBER SIZE (SEE KEY -REFER TO A9.1)
FIRE/HEIGHT RATING (SEE KEY -REFER TO A9.1)
FLOOR PLAN GENERAL NOTES
1. SEE INTERIOR ELEV. FOR GROMMETS IN CASEWORK.
2. PROVIDE DEPRESSED SLAB AT WASH ALCOVE AND SHOWERS TYP. (SEE STRUCT.
FOUNDATION PLAN S2.x FOR SLAB THICKNESS).
3. COORDINATE AND PROVIDE BACKING AND BLK'G REQ'D FOR CABINETS, GRAB BARS,
HANDRAILS, MARKER BOARDS, TACK BOARDS, SHELVING AND OTHER EQUIPMENT
AND HARDWARE PRIOR TO INSTALLING G.W.B. -CONT. X 6" 16 GA. FLAT STRAP W/
2X6 MIN WOOD BLK'G REQUIRED AT ALL GRAB BARS AND HANDRAIL LOCATIONS.
CONT. X 8" 16 GA. FLAT STRAP BACKING OK AT ALL OTHER LOCATIONS.
4. PROVIDE WALL TO WALL SLOPED FLOORS AT TRENCH DRAINS AT APPARATUS
BAYS -SEE FLOOR PLAN FOR TOP OF DRAIN ELEVATIONS.
5. PROVIDE BLOCK OUTS AT EXTERIOR DOORS AND APPARATUS BAY DOORS TO
POUR SLAB THROUGH OPENING WITH A SINGLE EXPANSION JOINT AS INDICATED.
6. WHERE CONTROL JOINTS TERMINATE AT AN INTERSECTING JOINT, HOLD SHORT
AND FINISH WITH HAND SAW. OVERLAPPING SAW CUTS ARE NOT ALLOWED.
7. PROVIDE CURB PER x/A9.X AT LOCATIONS WHERE MULTIPLE CONDUIT PENETRATE
SLAB .
8. ALL DIMENSIONS & GRID LINES ARE FROM FACE OF BRICK/BLOCK &/OR FACE OF
STUD & CENTERLINE OF STEEL COLUMNS, UNLESS NOTED OTHERWISE.
CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS & CONDITIONS IN THE FIELD
BEFORE PROCEEDING WITH THE WORK.
9. SEE ENLARGED PLANS ON A6.1 FOR DIMENSIONS.
10. COORDINATE AND PROVIDE BACKING & BLK'G REQ'D FOR CABINETS AND
HARDWARE PRIOR TO INSTALLING G.W.B.
11. SEE A5.1 FOR EXTERIOR ASSEMBLY TYPES AND A9.1 FOR INTERIOR ASSEMBLY
TYPES.
G.1 G.1
F.1 F.1
B.1 B.1
E.1 E.1
C.1 C.1
2.1
2.1
1.1
1.1
2
A4.2.1
2
A4.2.1
LUBE ROOM
M113
1
A4.2.1
1
A4.2.1
DOMESTIC
RISER
M111
FIRE RISER
M112
A3.2.12
A3.2.2
2
3
A4.2.1
3
A4.2.1
D.1
MAINTENANCE
BAY
M115
A3.2.2 1
A3.2.1
1
A.1 A.1
OFFICE
M102
OFFICE
M103
VEST.
M101
ADA
RESTROOM
M105
TIRE STOR.
M107
SHOP
M109 RESTROOM
M106
LO
C
K
E
R
S
KI
T
C
H
E
N
E
T
T
E
CREW
M104
EMERGENCY
EYEWASH/
SHOWER
3.1
3.1
83' - 9"
STAIR
M114
M113A
M115A
M115H
M115E
M115D
M103A
M102A
M106A
M105A
M104A
A6.3.1
4
22
'
-
0
"
19
'
-
0
"
19
'
-
0
"
19
'
-
0
"
24
'
-
1
1
"
25
'
-
5
"
9'
-
4
1
/
2
"
1'
-
0
"
1' - 5"69' - 0"14' - 9"
59' - 9"9' - 3"1' - 2"13' - 7"
-
---
-
---
14
'
-
1
1
"
6'
-
8
"
3'
-
1
0
"
1'
-
7
"
6'
-
0
"
1'
-
9
1
/
2
"
2'
-
1
1
/
2
"
6'
-
0
"
2'
-
7
"
20
'
-
1
"
5'
-
4
"
10
'
-
8
1
/
2
"
6' - 4"6' - 4"10' - 10"4' - 2"15' - 0"3' - 2"16' - 2 1/2"6' - 11 1/2"6' - 9"6' - 0"2' - 0"
5'x8'6 CLR
FLR SPACEELEC.
M110
EQUIPMENT
STOR.
M108
6' - 6"5' - 6"5' - 0"5' - 4"15
'
-
7
1
/
2
"
9'
-
9
1
/
2
"
M101AM101B
M110AM112A
9"
A8.2.3 2
9"
3'
-
4
"
1'
-
5
"
14
'
-
0
"
2'
-
6
"
2'
-
6
"
14
'
-
0
"
2'
-
6
"
2'
-
6
"
14
'
-
0
"
2'
-
6
"
9'
-
6
1
3
/
1
6
"
9'
-
5
3
/
1
6
"
9'
-
6
1
3
/
1
6
"
10
'
-
5
3
/
1
6
"
3'
-
4
"
7"
12
9
'
-
4
"
1'
-
0
"
5/16" / 1'-0"
544' - 10 1/2"
83' - 9"
1' - 5"69' - 0"14' - 9"1' - 2"
8' - 11"5' - 10"14' - 5 1/2"7' - 3 1/2"8' - 3"10' - 7"11' - 4 1/2"17' - 0 1/2"
2' - 8 1/2"3' - 0"3' - 6"6' - 0"1' - 10"1' - 3"3' - 4"9' - 10 1/2"
12
9
'
-
4
"
1'
-
3
"
22
'
-
0
"
19
'
-
0
"
19
'
-
0
"
19
'
-
0
"
24
'
-
1
1
"
25
'
-
5
"
1'
-
0
"
M111A
M115B
M115C
10' - 0" TYP.
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 29'-9"L x 33'H WORKING CLEARANCE
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 29'-9"L x 33'H WORKING CLEARANCE
2' - 0"
BOLLARD,
TYP
A8.2.1
1
4
3
2
A8.2.1
7
5
68
A8.2.1
9
10
11
12
A2.2.1
3
A2.2.1
2
10.37
10.37
10.37
10.38
10.38
10.40
10.40
10.39
10.39
10.39
10.42
10
.
4
1
10
.
4
1
10
.
2
4
10
.
2
4
10.24
10
.
4
1
10
.
4
1
10
.
4
1
10.42
10.42
10
.
4
3
10
.
4
4
10.43
10.44
1
A8.2.1 14
A8.2.2
19
18
17
20
A8.2.2
15
13
1416
A8.2.2 1012
9
11 A8.2.2 68
7
5
A8.2.42
1
10' - 0" TYP.
G.1
A8.2.1
13
16
15
14
'
-
5
"
10' - 1"
6'
-
6
1
/
2
"
7'
-
1
0
1
/
2
"
12.10
______________
__
_
_
_
_
_
11T
6 0
______________
__
_
_
_
_
_
W2
10
______________
__
_
_
_
_
_
11A
6 0
22.15
6.14
11.02
6.22
CREW
M104
F.1
RESTROOM
M106
ADA
RESTROOM
M105
2'
-
8
"
7'
-
1
0
"
5"
7' - 1"
1' - 6 1/2"
7' - 1"
4' - 11"2' - 10 1/2"2' - 0"5' - 0"
CL
R
1'
-
6
"
CL
R
1'
-
6
"
22.33
22.13
22.1222.34 10.17
1.01
22.13
5.031.02
1.06
1.05
1.03
A8.2.24
1
2
3
A8.2.1
17
1820
19
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.2.1
FLOOR PLAN - MAINTENANCE BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
KEYNOTE LEGEND
1.01 67" DIA. TURNING RADIUS, TYP.
1.02 30" X 52" FORWARD APPROACH AT LAV., TYP.
1.03 60" X 56" CLEARANCE AT WC, TYP.
1.05 48" X 48" DOOR PUSH CLEARANCE, TYP.
1.06 54" X 60" DOOR PULL CLEARANCE, TYP.
5.03 METAL BAR FLOOR GRATE O/ 4'' DEPRESSED SLAB, TYP.
6.14 SOLID SURFACE COUNTERTOP W/ 4" BACKSPLASH
6.22 P-LAM UPPER CABINET
10.17 GRAB BAR, TYP.
10.24 WORKBENCH
10.37 275 GAL OIL STORAGE BIN - OFOI
10.38 275 GAL COOLANT STORAGE BIN - OFOI
10.39 400 LBS GREASE STORAGE BIN - OFOI
10.40 400 GAL HAZARDOUSE WASTE BIN - OFOI
10.41 24"X72"X84" HEAVY DUTY WIRE SHELVING UNIT
10.42 24"X60"X84" HEAVY DUTY WIRE SHELVING UNIT
10.43 18"X96"X84" TIRE STORAGE UNIT
10.44 18"X60"X84" TIRE STORAGE UNIT
11.02 REFRIGERATOR W/ ICE MAKER
12.10 SINGLE TIER METAL LOCKERS
22.12 WALL HUNG TOILET, TYP.
22.13 WALL MOUNT SINK, TYP.
22.15 SINK
22.33 WALL MOUNT EYEWASH
22.34 WALL MOUNT URINAL
0 4' 8' 16'
1/8" = 1'
Scale: 1/8" = 1'-0"1 MAINTENANCE BUILDING - MAIN FLOOR PLAN
Scale: 1/4" = 1'-0"2 M104 KITCHENETTE ENLARGED PLAN
Scale: 1/4" = 1'-0"3 M105 AND M106 RESTROOM ENLARGED PLAN
No. Description Date:
DN
G.1 G.1
F.1 F.1
B.1 B.1
E.1 E.1
C.1 C.1
2.1
2.1
1.1
1.1
2
A4.2.1
2
A4.2.1
1
A4.2.1
1
A4.2.1
STOR.
MEZZANINE
M201
A3.2.12
3
A4.2.1
3
A4.2.1
MECH.
PLATFORM
M202
D.1 D.1
A3.2.2 1
A3.2.1
1
A.1 A.1
COMP.
3.1
3.1
SWING GATE
10' - 0"
STAIR
M114
A6.3.1
3
1'
-
0
"
22
'
-
0
"
19
'
-
0
"
19
'
-
0
"
19
'
-
0
"
24
'
-
1
1
"
25
'
-
5
"
1'
-
0
"
-
---
-
---
COMP. RM
M203
12' - 0"17' - 6"8' - 3"31' - 3"
9'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
12
'
-
5
"
1'
-
8
"
12
'
-
0
"
1'
-
8
"
15
'
-
4
"
10
'
-
1
"
15
'
-
4
"
10
'
-
1
"
1'
-
8
"
12
'
-
0
"
1'
-
8
"
10
'
-
1
"
RUNWAY BEAM ABOVE, TYP
BRIDGE CRANE ABOVE
TROLLEY ABOVE, TYP.
M204AM203A
M202A M205A
IT
M204 MECHANICAL
M205
8'
-
0
"
6'
-
0
"
8'
-
0
"
BRIDGE CLEARANCE ZONE -
REFER TO BUILDING
SECTIONS FOR HEIGHT
A8.2.3 2
69' - 0"1' - 2"
13' - 8"
22
'
-
0
"
19
'
-
0
"
19
'
-
0
"
19
'
-
0
"
24
'
-
1
1
"
25
'
-
5
"
12
9
'
-
4
"
83' - 9"
69' - 0"14' - 9"
1' - 2"1' - 2"13' - 7"
6'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
6'
-
6
"
6'
-
6
"
6'
-
0
"
6'
-
6
"
12
9
'
-
4
"
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 29'-9"L x 33'H WORKING CLEARANCE
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 49'-9"L x 33'H WORKING CLEARANCE
14'W x 29'-9"L x 33'H WORKING CLEARANCE
5"
1
MAINTENANCE
BAY
M115
A8.2.5
3
24
1
A8.2.42
1
1 HR SEPARATION -CONT. TO UNDERSIDE OF ROOF/ FLOOR
ASSEMBLY
1/2 HR SEPARATION -CONT. TO UNDERSIDE OF FLOOR/ ROOF
ASSEMBLY
LEGEND
REFERENCED DOOR TYPE AND SCHEDULE PER A9.1 AND A9.3
REFERENCED WALL ASSEMBLY TYPE -REFER TO A5.1 & A9.1
REFERENCED WINDOW TYPE PER A9.3
REFERENCED INTERIOR ELEVATION PER A8.1 -A8.x
PROVIDE (6) FIRE EXTINGUISHER CABINETS FEC -VERIFY
LOCATIONS WITH FIRE MARSHAL PRIOR TO INSTALLATION -SEE
DETAIL 14/A8.2 WITH 2A 10BC RATED UNITS (5 LBS MINIMUM)
FEC
A
###
A7.1
1
1
11
______________
__
_
_
_
_
_
11A
8 1
"A" INDICATES ACOUSTIC WALL
"T" INDICATES THERMAL WALL
PRIMARY FRAMING MEMBER SIZE (SEE KEY -REFER TO A9.1)
FIRE/HEIGHT RATING (SEE KEY -REFER TO A9.1)
FLOOR PLAN GENERAL NOTES
1. SEE INTERIOR ELEV. FOR GROMMETS IN CASEWORK.
2. PROVIDE DEPRESSED SLAB AT WASH ALCOVE AND SHOWERS TYP. (SEE STRUCT.
FOUNDATION PLAN S2.x FOR SLAB THICKNESS).
3. COORDINATE AND PROVIDE BACKING AND BLK'G REQ'D FOR CABINETS, GRAB BARS,
HANDRAILS, MARKER BOARDS, TACK BOARDS, SHELVING AND OTHER EQUIPMENT
AND HARDWARE PRIOR TO INSTALLING G.W.B. -CONT. X 6" 16 GA. FLAT STRAP W/
2X6 MIN WOOD BLK'G REQUIRED AT ALL GRAB BARS AND HANDRAIL LOCATIONS.
CONT. X 8" 16 GA. FLAT STRAP BACKING OK AT ALL OTHER LOCATIONS.
4. PROVIDE WALL TO WALL SLOPED FLOORS AT TRENCH DRAINS AT APPARATUS
BAYS -SEE FLOOR PLAN FOR TOP OF DRAIN ELEVATIONS.
5. PROVIDE BLOCK OUTS AT EXTERIOR DOORS AND APPARATUS BAY DOORS TO
POUR SLAB THROUGH OPENING WITH A SINGLE EXPANSION JOINT AS INDICATED.
6. WHERE CONTROL JOINTS TERMINATE AT AN INTERSECTING JOINT, HOLD SHORT
AND FINISH WITH HAND SAW. OVERLAPPING SAW CUTS ARE NOT ALLOWED.
7. PROVIDE CURB PER x/A9.X AT LOCATIONS WHERE MULTIPLE CONDUIT PENETRATE
SLAB .
8. ALL DIMENSIONS & GRID LINES ARE FROM FACE OF BRICK/BLOCK &/OR FACE OF
STUD & CENTERLINE OF STEEL COLUMNS, UNLESS NOTED OTHERWISE.
CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS & CONDITIONS IN THE FIELD
BEFORE PROCEEDING WITH THE WORK.
9. SEE ENLARGED PLANS ON A6.1 FOR DIMENSIONS.
10. COORDINATE AND PROVIDE BACKING & BLK'G REQ'D FOR CABINETS AND
HARDWARE PRIOR TO INSTALLING G.W.B.
11. SEE A5.1 FOR EXTERIOR ASSEMBLY TYPES AND A9.1 FOR INTERIOR ASSEMBLY
TYPES.
Scale: 1/8" = 1'-0"1 MAINTENANCE BUILDING - MEZZANINE FLOOR PLAN
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.2.2
MEZZANINE FLOOR PLAN - MAINTENANCE
BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
KEYNOTE LEGEND
No. Description Date:
ROOF PLAN GENERAL NOTES
1. VERIFY LOCATION OF ROOF PENETRATION W/ MECHANICAL & PLUMBING
DRAWINGS.
2. PROVIDE CRICKETS SLOPED AT 1/2":12" AT ROOF PENETRATIONS.
3. ALL ROOF PENETRATIONS TO BE STUBBED THRU ROOF DECK PRIOR TO
INSTALLATION OF ICE & WATER SHIELD & VAPOR BARRIERS.
4. ALL CURBS TO BE SIZED TO MATCH EXHAUST FAN.
5. PROVIDE DRAIN MTL SCREENS AT ALL DOWNSPOUTS.
6. SEE DETAIL X/AX.X FOR VENT STACK FLASHING.
7. FALL RESTRAINT LOCATIONS ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL
LOCATIONS AND SUBMIT ANCHOR LAYOUT PRIOR TO INSTALLATION OF SYSTEM.
REFER TO STRUCTURAL DETAILS FOR ATTACHMENT, INCLUDING ADDITIONAL
FRAMING REQUIREMENTS AT EACH ANCHOR POST.
8. PROVIDE SADDLE FLASHING TYPICAL AT COPING CAP CONDITIONS
PERPENDICULAR TO ADJACENT WALLS. SEE X/AX.X.
2
A4.1.1
2
A4.1.1
1
A4.1.1
1
A4.1.1
1
A4.1.2
1
A4.1.2
4
A4.1.2
4
A4.1.2
2
A4.1.2
2
A4.1.2
3
A4.1.2
5
A4.1.2
1
1
2
2
5
5 6 8
9
AA
CC
DD
EE
GG
M
M
J
J
H
7
BB
MECHANICAL
WELL
L
L
3
3
4
4
K
K
10
11
13
12
SOLAR PER
ELECTRICAL
R1
FF
1/
2
"
/
1
'
-
0
"
1/
4
"
/
1
'
-
0
"
9/16" / 1'-0"5/8" / 1'-0"
5.10
5.18
5.10
5.10
5.07
7.21
1/
4
"
/
1
'
-
0
"
1/2
" / 1'-0
"
R1
R1
R2
R1
R1
1/
2
"
/
1
'
-
0
"
22.3522.35
22.3522.35
22.35
5.19
3/16" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"3/16" / 1'-0"
3/16" / 1'-0"3/16" / 1'-0"
3/16" / 1'-0"3/16" / 1'-0"
3 /8 " / 1 '-0 "
3 /8 " / 1 '-0 "
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.3.1
ROOF PLAN - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
0 4' 8' 16'
1/8" = 1'
Scale: 1/8" = 1'-0"1 FIRE STATION - ROOF PLAN
KEYNOTE LEGEND
5.07 PRE-FABRICATED METAL ACCESS LADDER WITH RETURN
AND PLATFORM
5.10 PRE-PRIMED PAINTED METAL AWNING
5.18 PRE-PRIMED, PAINTED METAL SUNSCREEN
5.19 MECHANICAL SCREEN
7.21 ROOF ACCESS HATCH
22.35 ROOF DRAIN AND OVERFLOW
No. Description Date:
ROOF PLAN GENERAL NOTES
1. VERIFY LOCATION OF ROOF PENETRATION W/ MECHANICAL & PLUMBING
DRAWINGS.
2. PROVIDE CRICKETS SLOPED AT 1/2":12" AT ROOF PENETRATIONS.
3. ALL ROOF PENETRATIONS TO BE STUBBED THRU ROOF DECK PRIOR TO
INSTALLATION OF ICE & WATER SHIELD & VAPOR BARRIERS.
4. ALL CURBS TO BE SIZED TO MATCH EXHAUST FAN.
5. PROVIDE DRAIN MTL SCREENS AT ALL DOWNSPOUTS.
6. SEE DETAIL X/AX.X FOR VENT STACK FLASHING.
7. FALL RESTRAINT LOCATIONS ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL
LOCATIONS AND SUBMIT ANCHOR LAYOUT PRIOR TO INSTALLATION OF SYSTEM.
REFER TO STRUCTURAL DETAILS FOR ATTACHMENT, INCLUDING ADDITIONAL
FRAMING REQUIREMENTS AT EACH ANCHOR POST.
8. PROVIDE SADDLE FLASHING TYPICAL AT COPING CAP CONDITIONS
PERPENDICULAR TO ADJACENT WALLS. SEE X/AX.X.
G.1 G.1
F.1 F.1
B.1 B.1
E.1 E.1
C.1 C.1
2.1
2.1
1.1
1.1
2
A4.2.1
2
A4.2.1
1
A4.2.1
1
A4.2.1
3
A4.2.1
3
A4.2.1
D.1 D.1
A.1 A.1
6
A1.1.1
6
A1.1.1
7
A1.1.1
7
A1.1.1
3.1
3.1
-
---
-
---
1" / 1'-0"1" / 1'-0"
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A2.4.1
ROOF PLAN - MAINTENANCE BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 MAINTENANCE BUILDING - ROOF PLAN
No. Description Date:
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
FS T.O. STL -APP BAY
561' -2"
12568734
PR
O
P
L
I
N
E
MP-1MP-2
FS AVERAGE GRADE
538' -2 1/2"
MP-2
1
A4.1.3
2
A4.1.3
10
A4.1.3
11
A4.1.3
12
A4.1.3
1
A4.1.4
F.S. T.O. PARAPET
554' -0"
F.S. T.O. PARAPET -BAY
564' -1"
MP-2MP-2MP-3
5'
-
1
0
"
T
Y
P
CONC
DMF-1 -DECORATIVE METAL FENCE
36'' HIGH GALVANIZED STEEL HANDRAIL
PMP-1 -PERFORATED METAL
PANEL
PRE-PRIMED PAINTED METAL
AWNING
?
MP-1
PRE-PRIMED PAINTED METAL
AWNING
MECHANICAL SCREEN
A3.3.1
1
A3.3.1
2
MP-1MP-1
FS T.O. SLAB
538' -0"
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
FS T.O. STL -APP BAY
561' -2"
ACDEB
FS T.O. STL -EXERCISE
553' -10"
MP-3
FS AVERAGE GRADE
538' -2 1/2"
F 5
A4.1.4
6
A4.1.4
7
A4.1.4
8
A4.1.4
9
A4.1.4
10
A4.1.4
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
MP-2
MP-1
MP-4
CONC
PRE-PRIMED PAINTED METAL
AWNING
PRE-PRIMED, PAINTED METAL
SUNSCREEN
PRE-FABRICATED METAL ACCESS
LADDER WITH RETURN AND
PLATFORM
MECHANICAL SCREEN
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
ACDEB
F.S. T.O. PARAPET
554' -0"
MP-3
MP-1
CONC
MP-2
MP-4
36'' HIGH GALVANIZED STEEL
HANDRAIL
DMG-1 -DECORATIVE METAL
GUARDRAIL
MECHANICAL SCREEN
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
8
F.S. T.O. PARAPET
554' -0"
EXISTING GRADE, TYP.
RAMP BEYOND (SHOWN DASHED FOR REFERENCE)
CONC
DMF-1 -DECORATIVE METAL
FENCE
36'' HIGH GALVANIZED STEEL
HANDRAIL
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.1.1
EXTERIOR ELEVATIONS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 FIRE STATION - NORTH ELEVATION
Scale: 1/8" = 1'-0"4 FIRE STATION - EAST ELEVATION
Scale: 1/8" = 1'-0"3 FIRE STATION - PARTIAL EAST ELEVATION
Scale: 1/8" = 1'-0"2 FIRE STATION - PARTIAL NORTH ELEVATION
No. Description Date:
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
FS T.O. SLAB
538' -0"
FS T.O. SLAB
538' -0"
FS T.O. SUBFLR -MEZZ
550' -0"
FS T.O. STL
551' -9"
FS T.O. STL -APP BAY
561' -2"
1 2 5 6 87
FS T.O. STL -EXERCISE
553' -10"
3 4
PR
O
P
L
I
N
E
MP-1
MP-2
MP-1
RETAINING WALLS
PER CIVIL
5
A4.1.3
6
A4.1.3
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
F.S. T.O. PARAPET -BAY
564' -1"
MP-2
MP-2
PRE-FABRICATED METAL ACCESS
LADDER WITH RETURN AND
PLATFORM
PRE-PRIMED PAINTED METAL
AWNING
OVERHEAD SECTIONAL DOOR,
TYP.
MP-3
MP-2
DMF-1 -DECORATIVE METAL
FENCE
EXISTING GRADE
MECHANICAL SCREEN
FS T.O. SLAB
538' -0"
FS T.O. SLAB
538' -0"
FS T.O. SUBFLR -MEZZ
550' -0"
FS T.O. STL -APP BAY
561' -2"
A C D E GB
RETAINING WALLS PER
CIVIL
F
EXISTING GRADE
3
A4.1.3
4
A4.1.3
F.S. T.O. PARAPET -BAY
564' -1"
MP-1 MP-1
MP-2
CONC
PRE-PRIMED PAINTED METAL
AWNING
PRE-FABRICATED METAL ACCESS
LADDER WITH RETURN AND
PLATFORM
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
9 10 11 1312
MP-1 MP-1
EXISTING GRADE
9
A4.1.3
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
MP-3
MP-2
PRE-FABRICATED METAL ACCESS
LADDER WITH RETURN AND
PLATFORM
MECHANICAL SCREEN
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
M
JH L
FS T.O. STL -EXERCISE
553' -10"
K
MP-1
EXISTING GRADE
2
A4.1.4
3
A4.1.4
4
A4.1.4
7
A4.1.3
8
A4.1.3
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
MP-2MP-1
PRE-PRIMED PAINTED METAL
AWNING
PRE-FABRICATED METAL ACCESS
LADDER WITH RETURN AND
PLATFORM
FULLY GLAZED ALUMINUM
OVERHEAD DOOR
MP-3
MECHANICAL SCREEN
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.1.2
EXTERIOR ELEVATIONS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 FIRE STATION - SOUTH ELEVATION
Scale: 1/8" = 1'-0"4 FIRE STATION - WEST ELEVATION
Scale: 1/8" = 1'-0"2 FIRE STATION - PARTIAL SOUTHEAST ELEVATION
Scale: 1/8" = 1'-0"3 FIRE STATION - PARTIAL SOUTHWEST ELEVATION
No. Description Date:
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
M JL
FS T.O. STL -EXERCISE
553' -10"
K
MP-2
EXISTING GRADE
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
MB -T.O. PARAPET
561' -0"
MP-1
CONC
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
FS T.O. SLAB
538' -0"
8
PRE-PRIMED PAINTED METAL
AWNING
DMF-1 -DECORATIVE METAL
FENCE
MP-1
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.1.3
EXTERIOR ELEVATIONS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 FIRE STATION - PARTIAL NORTHEAST ELEVATION
Scale: 1/8" = 1'-0"2 FIRE STATION - BBQ PATIO NORTH ELEVATION
No. Description Date:
MB -T.O. SLAB
545' -0"
G.1 F.1 B.1E.1 C.1
MB -T.O. SUB FLR
557' -0"
D.1 A.1
MP-2
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
EXISTING GRADE
MP-2
2
A4.2.2
8
A4.2.2
7
A4.2.2
5
A4.2.2
2
A4.2.3
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
MP-1
MP-4
FULLY GLAZED, HIGH-SPEED
COILING OVERHEAD DOOR FULLY GLAZED, LOW-SPEED
COILING DOOR
MRP-1
MP-1
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
MB -T.O. SLAB
545' -0"
2.1 1.1
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
EXISTING GRADE
PR
O
P
L
I
N
E
3
A4.2.3
T.O. BENT
579' -0"
MP-1
MP-2
CONC
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.2.1
EXTERIOR ELEVATIONS - MAINTENANCE
BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"2 MANTENANCE BUILDING - EAST ELEVATION
0 60'30'
Scale: 1/8" = 1'-0"1 MAINTENANCE BUILDING - NORTH ELEVATION
No. Description Date:
MB -T.O. SLAB
545' -0"
2.11.1
MB -T.O. SUB FLR
557' -0"
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
3.1
EXISTING GRADE
PR
O
P
L
I
N
E
6
A4.2.2
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
-
---
MP-1
MP-2
MP-4
MP-1
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
MB -T.O. SLAB
545' -0"
G.1F.1B.1 E.1C.1
MB -T.O. SUB FLR
557' -0"
D.1A.1
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
EXISTING GRADE
2
A4.2.3
4
A4.2.3
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
MP-1
MP-2
CONC
MP-4
MRP-1
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.2.2
EXTERIOR ELEVATIONS - MAINTENANCE
BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"2 MAINTENANCE BUILDING - SOUTH ELEVATION
Scale: 1/8" = 1'-0"1 MAINTENANCE BUILDING - WEST ELEVATION
No. Description Date:
FS T.O. SLAB
538' -0"
568
10" BACKLIT METAL CHANNEL CHARACTERS
14" BACKLIT METAL CHANNEL CHARACTERS
12" METAL DIMENSIONAL CHARACTERS
36" DIAMETER LOGO SIGNAGE
1' - 8"
11
'
-
4
"
1'
-
2
"
9"
10
"
14
'
-
1
1
"
3' - 0"
5'
-
8
"
PMP-1 -PERFORATED METAL PANEL
PRE-PRIMED PAINTED METAL AWNING
MP-2
MP-1
FS T.O. SLAB
538' -0"
12
15
'
-
0
1
/
2
"
6
'
-
6
"
SIGNAGE AREA CALCULATION:
FACADE AREA: 429 SF
ALLOWABLE SIGNAGE AREA:10% OR 42.9 SF
PROPOSED SIGNAGE AREA:38.6 SF OR 9.0%
EQEQ
78" PIN MOUNTED, BACKLIT METAL CHANNEL
CHARACTERS
MP-1
EXTERIOR ELEVATION GENERAL NOTES
1.NOT USED
METAL PANEL -COLOR 1
• AEP FLEX SERIES FX40-12 -W/ FX20-12
GREY -EXACT COLOR TBD
METAL PANEL -COLOR 2
• HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
MATERIAL LEGEND
PERFORATED METAL PANEL -MATCH COLOR MP-1
• PERORATED METAL 1" ROUND ON 1-1/4" STAGGARD
MP-1
MP-2
PMP-1
DMF-1 DECORATIVE METAL FENCE -
• PERORATED METAL POSTLESS FENCE,
• COLOR: CORTEN STEEL
MP-3
MP-4
BOARD FORMED CONCRETECONC
METAL PANEL -COLOR 2 -PERFORATED
• PERFORATED HORIZONTAL METAL SIDING
RUST -EXACT COLOR TBD
METAL PANEL -COLOR 1
• VERTICAL METAL SIDING
GREY -EXACT COLOR TBD
DMG-1 DECORATIVE METAL GUARDRAIL
• VINYL COATED 2X2 WIRE MESH W/
VEGETATION
METAL ROOF PANEL -COLOR 1
• TRAPIZOIDAL METAL ROOFING PER PEMB MANUF.
GREY -EXACT COLOR TBD
MRP-1
METAL ROOF PANEL -COLOR 1
• REVERSE BOX RIB METAL ROOFING GREY -
EXACT COLOR TBD
MRP-2
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
As indicated
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A3.3.1
EXTERIOR SIGNAGE
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/4" = 1'-0"1 SIGNAGE ELEVATION 1 Option 1
Scale: 1/4" = 1'-0"2 SIGNAGE ELEVATION 2
No. Description Date:
BUILDING SECTION GENERAL NOTES
1. REFER TO A 5.1 FOR EXTERIOR ENVELOPE TYPES.
2. REFER TO A9.1 FOR INTERIOR PARTITION TYPES.
3. REFER TO EXTERIOR ELEVATIONS FOR EXTENT OF SIDING TYPES AND
ORIENTATION.
4. AIR BARRIER REQUIREMENTS AND COMPLIANCE:
A. PROVIDE A CONTINUOUS AIRE BARRIER COMPLIANT WITH 2018 WSEC
C402.5.1
B. PROVIDE AIR BARRIER COMPLIANCE TESTING AND REPORTS PURSUAND
TO 2018 WSEC C402.5.1.2 (BLOWER DOOR TEST). SHOULD LEAKAGE RATES
EXCEED CODE LIMITS, PROVIDE INSPECTION, ADDITIONAL SEALING, AND
REPORTS AS REQUIRED BY 2018 WSEC C402.5.1.2. SUBMIT REPORTS TO
THE OWNER AND THE BUILDING OFFICIAL.
5. REFER TO FLOOR PLANS A2.1 AND A2.2 AND ENLARGED FLOOR PLANS A6.1
FOR WALL TYPES NOT SHOWN HERE.
6. REFER TO BUILDING SECTIONS FOR HEIGHTS OF APPARATUS BAY RADIANT
HEATERS, LIGHT FIXTURES, SOURCE CAPTURE EXHAUST, AND CEILING BLADE
FANS.
FS T.O. SLAB
538' -0"
FS T.O. SUBFLR -MEZZ
550' -0"
FS T.O. STL
551' -9"
FS T.O. STL -APP BAY
561' -2"
2
A4.1.1
1
A4.1.2
2
A4.1.2
1 2 5 6 8734
PR
O
P
L
I
N
E
HOSE
145
COMPRESSOR
144
STORAGE
MEZZ
201
KITCHEN/DINING
110
APPARATUS
BAY
141
EQUIPMENT PER
MECHANICAL
4
A1.1.1
A4.1.3
4
A4.1.4
6
F.S. T.O. PARAPET
554' -0"
F.S. T.O. PARAPET -BAY
564' -1"
GEAR
TURNOUT
134
CLEAN ROOM
133
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
1
A4.1.1
A C D E GB
FS T.O. STL -EXERCISE
553' -10"
FF WORK
105
HALL
107
IT
136
EQUIPMENT PER
MECHANICAL
ROOF HATCH
5
A1.1.1
F
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
A4.1.4
1
A4.1.4
4
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A4.1.1
BUILDING SECTIONS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
KEYNOTE LEGEND
Scale: 1/8" = 1'-0"1 E/W - BUILDING SECTION
Scale: 1/8" = 1'-0"2 N/S - BUILDING SECTION
0 60'30'
No. Description Date:
FS T.O. SLAB
538' -0"
FS T.O. STL -APP BAY
561' -2"
1
A4.1.1 CDEG
APPARATUS
BAY
141
5
A1.1.1F
A4.1.3
1
F.S. T.O. PARAPET
554' -0"
F.S. T.O. PARAPET -BAY
564' -1"
A4.1.3
6
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
3
A4.1.2
5
A4.1.2
9
FS T.O. STL -EXERCISE
553' -10"
10 11 1312
SHOWER
124
HALL
120
SLEEP
116
FS T.O. PARAPET -EXERCISE
557' -0"
F.S. T.O. PARAPET
554' -0"
F.S. T.O. PARAPET -BAY
564' -1"
A4.1.4
4
EQUIPMENT PER
MECHANICAL
EQUIPMENT PER
MECHANICAL
14
'
-
4
9
/
1
6
"
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
4
A4.1.2 J H
FS T.O. STL -EXERCISE
553' -10"
K
FS T.O. PARAPET -EXERCISE
557' -0"
MB -T.O. PARAPET
561' -0"
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
FS T.O. STL -APP BAY
561' -2"
1
A4.1.1
HE
A
D
H
E
I
G
H
T
9'
-
0
"
A C D EB
OFFICE
103
DAY ROOM
108
KITCHEN/DINING
110
5
A1.1.1
3
A1.2.2
F.S. T.O. PARAPET
554' -0"
A4.1.3
11
FS T.O. SLAB
538' -0"
FS T.O. STL
551' -9"
4
A4.1.2
MJ
SLEEP
116
SLEEP
117
SLEEP
118
SLEEP
119
F.S. T.O. PARAPET
554' -0"
MB -T.O. PARAPET
561' -0"
SUPPLY
115
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A4.1.2
BUILDING SECTIONS - FIRE STATION
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 N/S - BUILDING SECTION 2
Scale: 1/8" = 1'-0"4 SW/NE - BUILDING SECTION
Scale: 1/8" = 1'-0"3 SECTION THRU FITNESS
Scale: 1/8" = 1'-0"2 N/S - PARTIAL BUILDING SECTION 3
Scale: 1/8" = 1'-0"5 SE/NW - PARTIAL BUILDING SECTION
0 60'30'
No. Description Date:
MB -T.O. SLAB
545' -0"
2.1 1.1
MB -T.O. SUB FLR
557' -0"
3
A4.2.1
MB -CLEARANCE @ 33'
578' -0"
STOR.
MEZZANINE
M201
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
3.1
LUBE ROOM
M113
SHOP
M109
A4.2.2
2
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
TIRE STOR.
M107
CREW
M104
OFFICE
M102
STAIR
M114
MB -T.O. SLAB
545' -0"
2.1 1.1
MB -T.O. SUB FLR
557' -0"
3
A4.2.1
MAINTENANCE
BAY
M115
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
3.1
A4.2.3
4
A4.2.2
8
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
BRIDGE CRANE
TROLLEY
10' - 0"50' - 0"10' - 0"
WO
R
K
I
N
G
C
L
E
A
R
A
N
C
E
Z
O
N
E
33
'
-
0
"
CL
E
A
R
A
N
C
E
B
E
L
O
W
B
R
I
D
G
E
C
R
A
N
E
22
'
-
0
"
BR
I
D
G
E
C
R
A
N
E
6'
-
0
"
MB -T.O. SLAB
545' -0"
G.1 F.1 B.1E.1 C.1
2
A4.2.1
MB -T.O. SUB FLR
557' -0"
1
A4.2.1
MAINTENANCE
BAY
M115
D.1 A.1
MB -AVE. GRADE
545' -8"
MB -MAX. ROOF PROJECTION
583' -8"
DOMESTIC
RISER
M111
A4.2.2
6
T.O. BENT
579' -0"
MB -T.O. PARAPET
561' -0"
BRIDGE CRANE
TROLLEY
STOR.
MEZZANINE
M201
WO
R
K
I
N
G
C
L
E
A
R
A
N
C
E
Z
O
N
E
33
'
-
0
"
BR
I
D
G
E
C
R
A
N
E
6'
-
0
"
CL
E
A
R
A
N
C
E
B
E
L
O
W
B
R
I
D
G
E
C
R
A
N
E
22
'
-
0
"
2' - 6"
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6235
STATE OF WASHINGTON
BRIAN J. HARRIS
REGISTERED
ARCHITECT
6211 ROOSEVELT WAY
NORTHEAST
Project Title:
Sheet Title:
Project No. :
Date :
Scale:
Sheet Number :
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1/8" = 1'-0"
Au
t
o
d
e
s
k
D
o
c
s
:
/
/
2
1
-
1
2
R
e
n
t
o
n
R
F
A
F
S
1
6
/
2
1
-
1
2
-
1
6
_
R
R
F
A_
F
S
1
6
_
A
R
C
H
_
R
2
4
_
S
D
.
r
v
t
FI
R
E
S
T
A
T
I
O
N
1
6
&
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
A4.2.1
BUILDING SECTIONS - MAINTENANCE
BUILDING
21-12
11/12/24
RE
N
T
O
N
,
W
A
RE
N
T
O
N
R
E
G
I
O
N
A
L
F
I
R
E
A
U
T
H
O
R
I
T
Y
CUP PERMIT SET
Scale: 1/8" = 1'-0"1 E/W SECTION 2 - MAINTENANCE BUILDING
Scale: 1/8" = 1'-0"2 E/W SECTION - MAINTENANCE BUILDING
Scale: 1/8" = 1'-0"3 N/S - SECTION - MAINTENANCE BUILDING
No. Description Date: