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N , 33.5 AWL 21.59 ........... I A PORTION OF THE N.E. 1 /4 OF SECTION 18 T23N R5E W.M.
II I II PM II BOT 18.89 ... I II I II > > >
I. 114 00I O II12'GATE I RE ~ TON, WASHINGTON
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TOP 25.78 I I
FL 17.98 I I I
I I
I I I
I 110 ) NEW _BULDING - PHASE I TAXI WAY
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II II l0 10,850 SF
I I 5' (t) REMOVE EXIST
AND REPLACE W/ PAVING 375.0'
I I 1 1 i TO TRANSITION GRADES
I I I EX. & DIRECT RUN-OFF •
I
I I I I � RUNWAY
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� 113 001
I I I PROPOSED _
EX. SIGN I I I F.H.
I EXIST. SSMH
LIFT STA
EX. BM #RW-1 RIM 25.3
I c EL 27.05 FILLED W/WATER i
EX. 12" CONC. I I i I II MAINTAIN/REPAIR
AS REQUIRED
RELOCATE EXIST
SS FORCE MAIN
I o I I AS REQUIRED
I I I FH II ss�
I I I EX. ANTI -SIPHON SS
I I I LOOP
_ LIMITS OF
fW LEASE (TYP.)
i
EX. VERT SCV VLT , I I
2.5' HIGH I I I SSMH \ \
�� S
RIM 25.0 EX. APRON
i _------- - �� W 7
I EX. SCV I _ -- ------------- - - __ - -- - - ?'
IE] i \5 ( ---�-- UTURE BUILDING -PHASE II `� N 85'10;7"
EX. WM \ --SD --- \ ✓✓-
I I 12 00 I 9,900 SF _
P''
I 0 \ � _ _ _ � -A>aTEf
I o I TOP 24.77
I INV W 23.07 ss
CB -I I BOT 21.77 II EX. CITY OF 165 \
TOP 24.59 I EX. 12 1 RENTON WM \ \
I INV E 22.59 CONC.--------
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I I N 40'06 57 W � X . SOUND / \
EX 60" I 4748' FL!,, -)HT BUILDING \\
RCi 1j,478 SF OFFICE \\
�I I EX. °A`tiiVr
CB -I
EX. WM I EX. 8„ TOP 24.7;
NV NW 2.;.17 W�f
SDMH-G-96 II I EX. SIGN BOT 22.71
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INV N 18.80 I I
WL 19.20 I I
BOT 17.20 1 - -SD - - -�
CB -I EXIST.
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PROPERTY
LINES
PARTIAL AREA MAP
1 "=100'
26.8
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\f° I EX. CITY OF
RENTON WM
LEGEND
DESCRIPTION
NEW
STORM SEWER
-
SANITARY SEWER
SS-
-SS-
WATER
- - -W - - -
FIRE HYDRANT;
WATER VALVE
X
WATER METER
63
CATCH BASIN
G
SEWER MANHOLE
O
LIGHT FIXTURE
AC PAVING
CURB
_
FENCE
---
GUARDRAIL
T ■ -
/ CB --� TOP 26.30 \,\ CURB I
EX. PAVED PARKING
EX. SIGN EX. GAS � EXIST. TO REMAIN INV E 24.90 \ I _ _ _
NFL
R = 118.8 , � BOT 25.00 _W
_ , = 53'50'24" WALK - - -W- - -- - -
O \�EX. 12 W L= 111.67'
�- -�� - I
_ EXIST. EX. 6" CONC. I CB -I ss
EX. 48" \\ EX. 18" _w_ - _ STRIPING TOP 26.5
- _ FH 13 INV W 24.6
EX. VAULT \\ �\ EX. REBAR & CAP _\ C INV S 24.5
BER OPTIC \ N180123.957 _ I BOT 24.4
27.7 A \ El298355.103 - _ _ _
_ - WV Q FH
„
�WV - _w_ _ LA. UtAIC-
214.37' N 89'24'31" W - -
EX. WMH
_ - - - - - - - RIM 27.2 `' -EX. 6" CONC.
- O i W- - - - WV
AIRPORT ���,��uROA� � -
I WV
1 _ CONC.
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONS BILE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. -OCA110NS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUE SECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE E',GINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
SITE PLAN
1 "= 20'
- y■va ws w
CB-1 \ EX. 6° EX. SIGNS EX. 10" I
TOP 26.7 �
CONC.
INV E 23.1
INV N,S 23.0 EX. REBAR & CAP
BOT 23.0
N 180072.151
E1298651.078
GCF
EX. 6" 1
CB -I
TOP 26.8
INV E 23.2
INV W 23.1
BOT 22.4
EX. REPAR & P
S N180097.226
s El298746.678
343
SITE- \ \\ I RENTON
AIRPORT
N. AIRPORT WAY
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RENTON W
S 2ND STREET
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S 3RD STREET
10
VICINITY MAP
NTS
SITE DATA (PHASE 1)
SITE AREA... _ .................. .......................71,867
SF, 1.65 AC
ZONING_.................. ...............................
.P-1
OCCUPANCY ..................................................
B / S5
CONSTRUCTION..............................................2N
SETBACKS REQUIRED:
FRONT ......................... ......30'
SIDE STREET ._........... .......................20'
SIDE_ ... ... .__....................................
5'
REAR. ..._...........................................10,
BUILDING AREA (FOOTPRINT).............................10,850
S.F. PHASE 1,
3,478 S.F. EXIST.
TOTAL = 14,328 S.F.
ALLOWABLE BUILDING AREA:
BASIC__ ._........................_..........12,000
S.F.
SPR'NvLER I�IraFe5F
NOT READ.
SLTBAGr, INCREASE ...._ ........................NOT
READ.
ALLOWABLE AREA .......... ............... .......
12,000 S.F. (+)
PERCENT SITE COVERAGE .... ... ........................
19.9% (PHASE I + EXIST.)
PARKING REQUIRED:
OFFICE.....................................................1
/ 300 S.F.
PLANE STORAGE.......................................1
/ PLANE X (12)
TOTAL.....................................................24
SPACES
PARKING PROVIDED. ........................................
.26 SPACES
PARKING LOT AREA.........................................9,600
S.F.
LANDSCAPING ... ... .........................................
1,260 S.F.
EXISTING IMPERVIOUS.......................................68,000
S.F. (t)
EXISTING UNDEVELOPED AREA .........................N/A
ALLOWABLE BUILDING HEIGHT
(DISTANCE FROM q RUNWAY - 250') _ 7 = (388.0' - 250.0')/7
= 19.71'; PROPOSED = 19.5' OK
�11P1�' -7 I►,_1C'OQ11 AT1n►�)
Vi15„i� i+1 V�i.i�"•.uiv'-
CITY OF RENTON
MR. GAIL 0. REED, AIRPORT MANAGER
MUNICIPAL AIRPORT
616 W. PERIMETER ROAD
RENTON, WA 98055
(425) 235-2591
APPLICANT LESSEE INFORMATION
MR. BRUCE !EVEN _�...
P.O. BOX 1877
AUBURN, WA 98071-1877
(425) 222-5522 HANGAR: (206) 948-9922
LEASE AREA LEGAL DESCRIPTION
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 18,
TOWNSHIP NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT 10 FEET NORTHERLY OF THE INTERSECTION
OF THE WEST MARGIN OF LAKE AVENUE SOUTH (FORMERLY LAKE
STREET) WITH THE CENTERLINE OF AIRPORT WAY SOUTH (FORMERLY
DIXIE AVENUE ACCORDING TO THE PLAT OF RENTON REAL ESTATE
FIRST ADDITION AS RECORDED IN VOLUME 21, PAGE 50, RECORDS OF
KING COUNTY, WASHINGTON);
THENCE SOUTH 87' 30' 17" EAST ON A LINE 10 FEET NORTH OF
AND PARALLEL TO THE CENTERLINE OF AIRPORT WAY SOUTH A
DISTANCE OF 286.31 FEET TO ITS INTERSECTION WITH THE
SOUTHERLY EXTENSION OF THE CENTERLINE OF THE EXISTING RUNWAY
OF THE CITY OF RENTON AIRPORT;
HENCE AL O":C JA" R:IN� AY 0, NTERI N NORTH 0-4' 19' 43" WEST
A DISTANCE OF 294.74 FEET TO A POINT REFERRED TO AS RUNWAY
STATION 0+00;
THENCE NORTH 04' 49' 43" WEST A DISTANCE OF 210.27 FEET;
THENCE SOUTH 85' 10' 17" WEST A DISTANCE OF 375.00 FEET TO
THE TRUE POINT OF BEGINNING;
THENCE SOUTH 85' 18' 00" WEST A DISTANCE OF 178.47 FEET;
THENCE SOUTH 05' 04' 03" EAST A DISTANCE OF 224.82 FEET;
THENCE SOUTH 40' 06' 57" EAST A DISTANCE OF 47.48 FEET TO
THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS
OF 118.81 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53' 50'
24" AN ARC DISTANCE OF 111.64 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 89' 24' 31" EAST A DISTANCE OF 214.37 FEET;
THENCE NORTH 28' 10' 41" WEST A DISTANCE OF 179.38 FEET;
THENCE SOUTH 85' 10' 17" WEST A DISTANCE OF 83.13 FEET;
THENCE NORTH 04' 49' 43" WEST A DISTANCE OF 176.29 FEET TO
THE TRUE POINT OF BEGINNING.
PARCEL NUMBER
072305-9007
REV, I DATE I BY I DESCRIPTION
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DATE
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SHEET NO. -4PR 2 8 1998
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A PORTION OF THE N.E. 1 /4 OF SECTION 18, T23N, R5E, W.M.
RENTON, WASHINGTON
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EXPIRES 3/8/1999
DATE
APRIL 1998
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G.MO
O��VELOPMENT PLANNING
CITY OF RENTON
DESIGN BY
A.F.P.
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RE�l-1 '
JOB NO.
97-086
SHEET NO.
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9
A
85'-0"
B C ALL GRIDS TO
EXTERIOR FACE
155'-0" OF STRUCTURE
OR q OF COLUMN,
70'-0" UNLESS NOTED
OTHERWISE
Ic H/C UNI-SEX
�—PROVIDE FOR I I 2 ! R/R PER 1/A2
ao I I- FUTURE H/C I I
UNI-SEX R/R I I A2 0
4 PER 1 /A2 III
OFFICE
0 I 0 (10'X12' CLR) 0
0 I 3'/7 6'/ 4' 0
� II N
N o HANGAR LIGHTING:
240 WATT h,ETAL HALIDE HIGH III
BAY FIXTURES TO PROVIDE 20
F.C. (MIN), 'uERIFY W/ OWNER I I
(18 PLACES,' II
2
III
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WALLLL PER
O/C i I DETAIL 3/A2 O/C
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I WITH WEATHER STRIPPING, DEFAULT
TYPICAL BI-FOLD - UNINSULATED ME I'AL I U=0.60, LOCKING HARDWARE PER
W/ WEATHER STRIPPING, DEFAULT U=1.20 III OWNER TYPICAL
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III
0 0 0 jj 0 0 /� 0
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i I 35'-O"
FLOOR PLAN
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nin nr
TYP. ,�- 2'-0",
TYP.
SOUTHELEVATION (NORTH ELEVATION SIMILAR W/O OPENINGS & LIGHTS)
LUA4w 4% dw (ot cudwH
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FLOOR PLAN NOTES
1. OFFICE AREA IS TO BE HEATED PER OWNER REQUIREMENTS.
SYSTEM TO BE BIDDER DESIGNED. ENERGY CALCULATIONS AS
REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE
HVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT
WASHINGTON STATE NON RESIDENTIAL ENERGY CODE 1994
FIRST EDITION OR AS REQUIRED BY THE CITY OF RENTON. PERIMETER
WALLS SHALL BE INSULATED WITH R-13 INSULATION (R-19 IF ELECTRIC)
VAPOR RETARDER SHALL BE PLACED OVER THE WARM SIDE (IN WINTER) OF
INSULATION. VAPOR RETARDER SHALL BE A LAYER OF LOW MOISTURE
TZANSMISSIVITY MATERIAL OF NOT MORE THAN 1.0 PERM DRY CUP.
2. HANGAR AREAS ARE TO BE HEATED PER OWNER REQUIREMENTS AS
S-MI-HEATED SPACE (8 BTU/SF), SYSTEM TO BE BIDDER DESIGNED.
ENERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE
PROVIDED BY THE HVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT
WASHINGTON STATE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON.
PERIMETER WALLS TO BE UNINSULATED UNLESS REQUIRED BY OWNER (SEMI -
HEATED SPACE). GAS SUPPLY PIPING TO PROVIDE FOR FULLY HEATED SPACE
IN FUTURE (SIZE ALL GAS LINES ACCORDINGLY).
3. S_AB AT THE ENTIRE BUILDING PERIMETER SHALL BE UNINSULATED. THE
ENTIRE ROOF SHALL BE INSULATED WITH R-19 INSULATION (MINIMUM,
VIERIFY W/ DEVELOPER/OWNER); EXCEPT ABOVE OFFICE AREAS PROVIDE
R-21 INSULATION (R-30 IF ELECTRIC).
4. PLUMBING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED.
PLUMBING AND ELECTRICAL SYSTEMS (INCLUDING INTERIOR & EXTERIOR
LIGHTING FIXTURES) PER OWNER REQUIREMENTS. ENERGY CALCULATIONS AS
REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT WASHINGTON STATE ENERGY
CODE OR AS REQUIRED BY THE CITY OF RENTON.
5. ALL FINISHES (INTERIOR AND EXTERIOR), DOOR TYPES, TRIM, ETC.; PER
OWNER REQUIREMENTS.
6. FROVIDE DOWNSPOUTS PER ELEVATIONS AND STORM DRAINAGE PLANS.
I YPICAL DOWNSPOUT SHALL BE 4" DIAMETER PVC, PAINT TO MATCH BUILDING.
SUPPERS SHALL HAVE 6"X9" OPENING (MIN.) AND 5"0W (MIN.)
OVERFLOW.
7. ROOFING TO BE STANDING SEAM METAL WITH 1"(+) PER FOOT SLOPE. VERIFY
ROOFING TYPE W/ OWNER SPECIFICATION.
8. UNDER SLAB SEWER & WATER PER OWNER REQUIREMENTS, VERIFY W/ OWNER.
9. CWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS (2A10BC OR
B=TTER); 1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF
TRAVEL DISTANCE.
10. ^,LL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE ILLUMINATED AND
S'GNED PER 1994 UBC SECTIONS 1012 & 1013. THESE EXITS ARE DENOTED
BY (V) ON THE PLAN.
11. EXTERIOR DOOR LOCKS SHALL BE SPIN PROOF & COMPLY W/ SECTION 1004.3
C THE 1994 UBC. MOUNTING HEIGHT PER SECTION 1106.3.2.
12. OUTLETS, SWITCHES, PHONE JACKS, COMPUTERS TO BE COORDINATED W/
OWNER. MOUNT 15" MIN ABOVE FLOOR.
13. HOSE BIBS ® BUILDING PERIMETER PER OWNER REQUIREMENTS.
14. hANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON
DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES, AND STORAGE FACILITIES,
SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY
FIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING,
r;NCHING OR TWISTING QSTO OPERATE. UBC SEC. 1106.3.1.
DOOR AND WINDOW NOTES
1. A_L DOORS AND WINDOWS SHALL OF THE SIZE AND TYPE NOTED
ON THE PLANS.
2. ALL EXTERIOR DOORS TO BE UNINSULATED METAL DOORS WITH METAL
FAME, WEATHER STRIPPING AND THRESHOLD; EXTERIOR QUALITY PAINT
FNISH; U VALUE 0.60; DOORS SHALL BE OPERABLE FROM THE INSIDE
WTHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
3. EXTERIOR DOORS WITH GLAZING (IF ANY), AND EXTERIOR GLAZING PER
NOTES ON PLANS. DOORS SHALL BE OPERABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
4. 1NITERIOR DOORS SHALL BE INSULATED lY4" HOLLOW CORE METAL DOORS
WTH PAINTED FINISH AND WALLSTOP; U VALUE 0.45; DOORS
BETWEEN OFFICE AND HANGAR SHALL BE PROVIDED WITH A HINGE
CLOSER AND BE OPERABLE FROM THE INSIDE (OFFICE SIDE) WITHOUT
T'HE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
5. 1147ERIOR WINDOWS SHALL BE SINGLE GLAZING WITH WOOD FRAMES
!,'ANUFACTURED WITH THE STANDARD OF CARE REQUIRED FOR COMMERCIAL
OFFICE USE, PAINTED FINISH. WINDOWS BETWEEN THE OFFICE AND HANGAR
SPACE (IF ANY) SHALL HAVE DOUBLE GLAZING WITH Y2" AIR GAP AND
DEFAULT U VALUE OF 0.75.
LIGHTING NOTE
1. ALL SWITCHING CONTROLS SHALL BE IN CONFORMANCE WITH
SECTION 1513 OF THE WASHINGTON STATE ENERGY CODE 1994
2. CONFIRM ALL LIGHTING W/ OWNER NEEDS PRIOR TO INSTALLATION.
ANY CHANGE IN THE LIGHTING SHOWN MUST BE APPROVED BY THE CITY
OF RENTON PRIOR TO INSTALLATION.
3. PROVIDE EXIT SIGN & ILLUMINATION PER FLOOR PLAN NOTES SHEET
Al @ (v) SYMBOL.
4. & (0) INDICATE LIGHTING PER ELECTRICAL DRAWINGS.
IRJ 70 WATTS / FIXTURE MAXIMUM
O 30 WATTS / FIXTURE MAXIMUM - RECESSED CAN
5. LIGHT FIXTURE AND MECHANICAL SERVICES INSTALLED IN SUSPENDED
CEILING SYSTEMS MUST BE INDEPENDENTLY SUPPORTED FROM STRUCTURE
ABOVE. UBC TABLE 16-0, FOOTNOTE 11.
6. EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR CONTINUOUS USE SHALL BE
AUTOMATICALLY SWITCHED BY TIMER, PHOTOCELL OR A COMBINATION OF BOTH
PER WSEC 1513.5.
REV. I DATE I BY I DESCRIPTION
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EXPIRES 3/8/1999
N
DATE
APRIL 1998
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DESIGN BY
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SHEET Al
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FLOOR PLAN
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L
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TYP.
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TYP.
SOUTH ELEVATION
1/1�=ll
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FLO,',)R PLAN NOTES
1. OFFICE AREA IS TO BE HEATED PER OWNER REQUIREMENTS.
>YSTEM TO BE BIDDER DESIGNED. ENERGY CALCULATIONS AS
UUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE
iVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT
NASHINGTON STATE NON RESIDENTIAL ENERGY CODE 1994
FIRST EDITION OR AS REQUIRED BY THE CITY OF RENTON. PERIMETER
iNALLS SHALL BE INSULATED WITH R-13 INSULATION (R-19 IF ELECTRIC)
VAPOR RETARDER SHALL BE PLACED OVER THE WARM SIDE (IN WINTER) OF
.NSULATION. VAPOR RETARDER SHALL BE A LAYER OF LOW MOISTURE
TRANSMISSIVITY MATERIAL OF NOT MORE THAN 1.0 PERM DRY CUP.
2. HANGAR AREAS ARE TO BE HEATED PER OWNER REQUIREMENTS AS
SEMI -HEATED SPACE (8 BTU/SF), SYSTEM TO BE BIDDER DESIGNED.
LNERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE
PROVIDED BY THE HVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT
r'ASHINGTON STATE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON.
)ERIMETER WALLS TO BE UNINSULATED UNLESS REQUIRED BY OWNER (SEMI-
'iEATED SPACE). GAS SUPPLY PIPING TO PROVIDE FOR FULLY HEATED SPACE
!N FUTURE (SIZE ALL GAS LINES ACCORDINGLY).
3. SLAB AT THE ENTIRE BUILDING PERIMETER SHALL BE UNINSULATED. THE
"NTIRE ROOF SHALL BE INSULATED WITH R-19 INSULATION (MINIMUM,
VERIFY W/ DEVELOPER/OWNER); EXCEPT ABOVE OFFICE AREAS PROVIDE
R-21 INSULATION (R-30 IF ELECTRIC).
4. PLUMBING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED.
'LUMBING AND ELECTRICAL SYSTEMS (INCLUDING INTERIOR & EXTERIOR
_IGHTING FIXTURES) PER OWNER REQUIREMENTS. ENERGY CALCULATIONS AS
•REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT WASHINGTON STATE ENERGY
;;ODE OR AS REQUIRED BY THE CITY OF RENTON.
5. ALL FINISHES (INTERIOR AND EXTERIOR), DOOR TYPES, TRIM, ETC.; PER
OWNER REQUIREMENTS.
6. PROVIDE DOWNSPOUTS PER ELEVATIONS AND STORM DRAINAGE PLANS.
TYPICAL DOWNSPOUT SHALL BE 4" DIAMETER PVC, PAINT TO MATCH BUILDING.
SCUPPERS SHALL HAVE 6"X9" OPENING (MIN.) AND 5"x7Y2" (MIN.)
OVERFLOW.
7. ROOFING TO BE STANDING SEAM METAL WITH 1'(+) PER FOOT SLOPE. VERIFY
200FING TYPE W/ OWNER SPECIFICATION.
8. UNDER SLAB SEWER & WATER PER OWNER REQUIREMENTS, VERIFY W/ OWNER.
9. JWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS (2A10BC OR
+SETTER); 1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF
TRAVEL DISTANCE.
10. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE ILLUMINATED AND
SIGNED PER 1994 UBC SECTIONS 1012 & 1013. THESE EXITS ARE DENOTED
3Y (V) ON THE PLAN.
11. EXTERIOR DOOR LOCKS SHALL BE SPIN PROOF & COMPLY W/ SECTION 1004.3
OF THE 1994 UBC. MOUNTING HEIGHT PER SECTION 1106.3.2.
12. JUTLETS, SWITCHES, PHONE JACKS, COMPUTERS TO BE COORDINATED W/
OWNER. MOUNT 15" MIN ABOVE FLOOR.
13. -OSE BIBS ® BUILDING PERIMETER PER OWNER REQUIREMENTS.
14. iANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON
!OORS, WINDOWS, CABINETS, PLUMBING FIXTURES, AND STORAGE FACILITES,
SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY
NRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING,
";NCHING OR TWISTING QSTO OPERATE. UBC SEC. 1106.3.1.
DG.;rn R Nr WINDOW NOTES
1. > �L DOORS AND WINDOWS SHALL OF THE SIZE AND TYPE NOTED
(.N THE PLANS.
2. ALL EXTERIOR DOORS TO BE UNINSULATED METAL DOORS WITH METAL
i RAME, WEATHER STRIPPING AND THRESHOLD; EXTERIOR QUALITY PAINT
II.NISH; U VALUE 0.60; DOORS SHALL BE OPERABLE FROM THE INSIDE
'VITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
3. rXTERIOR DOORS WITH GLAZING (IF ANY), AND EXTERIOR GLAZING PER
NOTES ON PLANS. DOORS SHALL BE OPERABLE FROM THE INSIDE
°IITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
4. NTERIOR DOORS SHALL BE INSULATED 1:Y4" HOLLOW CORE METAL DOORS
!VITH PAINTED FINISH AND WALLSTOP; U VALUE 0.45; DOORS
BETWEEN OFFICE AND HANGAR SHALL BE PROVIDED WITH A HINGE
CLOSER AND BE OPERABLE FROM THE INSIDE (OFFICE SIDE) WITHOUT
', iE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT.
5. NTERIOR WINDOWS SHALL BE SINGLE GLAZING WITH WOOD FRAMES
I'ANUFACTURED WITH THE STANDARD OF CARE REQUIRED FOR COMMERCIAL
OFFICE USE, PAINTED FINISH. WINDOWS BETWEEN THE OFFICE AND HANGAR
`'PACE (IF ANY) SHALL HAVE DOUBLE GLAZING WITH Yz" AIR GAP AND
DEFAULT U VALUE OF 0.75.
LIGHTING NOTES
1. ALL SWITCHING CONTROLS SHALL BE IN CONFORMANCE WITH
SECTION 1513 OF THE WASHINGTON STATE ENERGY CODE 1994
2. CONFIRM ALL LIGHTING W/ OWNER NEEDS PRIOR TO INSTALLATION.
ANY CHANGE IN THE LIGHTING SHOWN MUST BE APPROVED BY THE CITY
OF RENTON PRIOR TO INSTALLATION.
3. PROVIDE EXIT SIGN & ILLUMINATION PER FLOOR PLAN NOTES SHEET
Al @ (V) SYMBOL.
4. & (0) INDICATE LIGHTING PER ELECTRICAL DRAWINGS.
70 WATTS / FIXTURE MAXIMUM
O 30 WATTS / FIXTURE MAXIMUM - RECESSED CAN
5. LIGHT FIXTURE AND MECHANICAL SERVICES INSTALLED IN SUSPENDED
CEILING SYSTEMS MUST BE INDEPENDENTLY SUPPORTED FROM STRUCTURE
ABOVE. UBC TABLE 16-0, FOOTNOTE 11.
6. ,=XTERIOR LIGHTING NOT iNTENDED FOR 24-HOUR CONTINUOUS USE SHALL BE
AUTOMATICALLY SWITCHED BY TIMER, PHOTOCELL OR A COMBINATION OF BOTH
PER WSEC 1513.5.
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