HomeMy WebLinkAboutApplication APPLICANT 4/18/2008 (2)
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@ ARE EXTINGUISHER TO BE MOUNTED SO
llIAT THE HANDLE IS 48" OR LESS OFF F.r
V.T.O. VENT TO OUTSIDE
]EP ELECTRICAL PANEL SIZED PER ELECTRICTlON
~ EMERGENCY UGHTlNG PROVIDING MININUM OF
1 FOOT CANDLE ILLUMINATION AT THE
FLOOR LEVEL BATTERY BACKUP TO PROVIDE
A MINIMUM OF 90 MINUTES OF ILLUMINATION FROM THE
llME PRIMARY FI ~CTRICAL SY~It.M FAILS .
l EXIT I INTERNAU..Y IllUMINATED EXIT SIGNS WITH BUG EYES
NOTES
-ALL DIMENSIONS ARE TO BE VERIFIED PRIOR TO CON~ 1 KUCTlON
-THIS PLAN ADDRESS ::>>u'(UCTURAl. COMPONENTS ONLY
BUILDING CODE: 20007 O.S.S.C.
OCCUPANCY: 5-1
CON:) ,~UCTIQN TYPE: V-B
ALLOWABLE FLOOR AREA: 9.000sq ft
ALLOWABLE HEtGHT: 40ft
PROPOSED FLOOR AREA: 2160sq ft
PROPOSED HEIGHT: 19ft
. ..NO INCREASES FOR HEIGHT/AREA USEO..
-"
-
WAREHOUSE
1705 sa FT
~H4 REBAR @ 16-, a.c. E.W.
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2)(6 DFL @ 16" WOOD WALLS
W/.Ji6" 05.8 W/8d. .NA'~ ....~.
6 o.c. @ EDGES .
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23' -9"
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DOOR SCHEDULE
MARK SIZE TYPE HDWR FRAME
CD 3/0x6/8 MTL A-1 MTL
@ 3/0x6/8x1 3/4 WOOD A-2 WOOD
@. 14/0x14/0 MTL . MTL
THRESHOLDS AT DOORS NOT TO EXCEED 1/2"
C~~"rCE NOTES
U 0 20 ARE RATE 1 HR. HANDICAP ACCESS
c::. W /SELF CLOSER
BIRCH DOOR/ HARDWARE SHALL NOT
REQUIRE TIGHT GRASPING. nGHT PINCHING
OR twiSTING OF THE WRIST TO OPERATE
OVERHEAD/ROLL-UP DOOR (OWNERS CHOICE)
HARDWARE SCHEDULE
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REVISIONS: 01/17/08 gfJ
03/12/08
UORnER ENOI~NG P.c.
1245 PEARL ~.ftC,C,1
EUGENE. OREGON 97401
PHONE: (541) <484-9080
, FAX: ~541} 484-8859
lHESE DRAWINGS ARE THE
PROPERlY OF MORTIER
ENGINEERING P.O. AND ARE
NOT TO BE USED OR
REPRODUCED IN AN( MANNER
EXC~'I WITH lHE PROPER
Wnlllc:.rJ PERMISSION OF.
MORTIER ENGINEERING P.O.
DIMENSIONING NOI'ATION TAKES
PRIORI1Y OVER SCALE. 00 NOT-
SCALE DRAWINGS.
DATE: 11lH/JJ1
FILE NAME: 18728-MJD
WN BYi..D1ltl/Gf\! '
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WORK ORDER NO.
18728-MJD
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REVlstONS:
MOt\ll'Cll ENGfNcadNG P.C.
1245 PEARL .:..,,"1
~r. OREGON 87401
rnvnE": (54~saao
I FAX: (54'l 8858
THESE DRAWINGS ARE lHE
PROP~I ( OF MORTIER
.ENGINEERING P.CIl AND ARE
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCc.t"t WITH THE PROPER
WRIIII:J~ PERMISSION OF
MORTIER ENGINt:J:.ftfNG p.e.
DIMENSIONING NOrA11ON TAKES
PRIORI1Y OVER SCALE. DO Nor
SCALE DRAWINGS.
DATE: . 11!.tl1.D7
FILE HAMEr 18728-MJD
DRAWN BYL.GRsJ
CH.WD BY:,
WORK ORDER NO.
18728-MJD
SHm
A2.1
2 OF 6
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REVISIONS:
MORtIER ENGINa:cnJNG P.C.
1245 PE'ARL lllJ.1\cc.1
EUGENE, OREGON 87401
PHONE': (541)- 484-8080
FAX: 84'~ 484-8859 I
THES RAW1NGS ARE lHE
PROPCKlt OF MORnER .
ENGINEERING P.C. AND ARE
NOT TO BE USED OR
REPRODUCED IN Nt( MANNER
EXCEPT WrrH THE PROPER
WRttl toN PERMISSION OF
MORTIER ENGINEERING P.O.
DIMENSIONING NOfA1ION TAKES
PRIORI1Y OVER SCALE. DO NOT'
SCAl.E DRAWINGS.
DA1E~ -1..1/14i!J7
FILE NAME: 18728-MJD
DRAWN BV: DJH/CRJ
CHK.O BY:
WORK ORDER NO.
18728-MJD
SHr-c..
A2.2
3 OF 6
. @ ~~~ESSIBLE PARKING DETAIL
_All ENTION:
:: CALL 1-800-332-2344 48 HOURS
~ BEFORE YOU DIG. OREGON LAW REQUIRES YOU FOLLOW
OAR 952-001-0010 THRU 952-001-0090. COPIES
- ARE AVAILABLE AT THE OREGON UTlUlY NOTIFICATION
CENTER (503) 232-1987
(E) 5' CONCRt.It::-
CURB, GLJ II t.R &; SIDEWALK
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SW 1/4 SEC. 30 T 17 S, R 2 W W.M.
ASSESSOR'S MAP NO. 17-02-30 TL #1903
SPRINGFIELD. LANE COUNTY. OREGON
EXTERIOR UGHTlNG IS LOCATED ON BUILDING - SEE ARCHil t:.CTURAL DWGS
CONTOUR UNES OMI II t.D ON SITE PlAN - SEE SHT C1.2
QtttRRED SU8MnT~
* SOILS INVESTIGATION
tECHANICAL sv~ I t.M
* ELECTRICAL/UGHTlNG SY:;)I t.M
* PLUMBING PlAN
.sJ:tEET I~
C1.1 SITE PLAN
C1.2 SITE ASSESSMENT OF
EXISTING CONDITIONS
C1.3 UTILITY PLAN
C1.4 GRADING &: PAVING PLAN
L 1.1 lANDSCAPING PLAN
L 1.2 LANDSCAPING NOTES
ALLOWABLE INCREASE =
TOTAL ALL AREA =
TOTAL Af':EA :;
ALLOWABLE AREA:
BASIC ALLOWABLE:
FOOtAGE INCRFASE:
9.000 SQFT
F= 463 @ W=30'
F= 75 @ W=20'
P= 538
Ip= 0.70
6,332 sqft
15,322 sqft
8,749sqft
x
PARKING STANDARDS
(N) 6" CURB AROUND LOT AREA: 36,771 sq ft
DUMPSTER PAD (4) SPACES PER BUILDING
TOTAL PARKING SPACES: 16
@ AELD LOCATE
, ~""
<<" , ~
!h 'O"'~~"
12"P t: ~~~(E) 6' CHAIN UNK FENCE
3,08Ssq ft
4,611 sq ft
7,699sq ft
22,754sq ft
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NEW CON~ I KUCTlON:
PHASE 1 THRU 3
f\lEW IMPERVIOUS SURFACES:
~~~'~~t:1~~
TOTAL AREA: 15.055sq ft
NEW PERVIOUS SURFACES:
BASIN:
NEW lANDSCAPING:
TOTAL:
TOTAL DEVELOPED AREA:
PUflLlC WORKS NEW ~'S TO BE INSTaLLED:
TOTAL lOT:
EXISTING AREAS:
EXISTING IMPERVIOUS SURFACES:
BUILDING ROOFUNE:
ASPHALT:
CONCRETE:
TOTAL IMPERVIOUS SURFACE AREA:
... .
.r
I 20.0'
36.771 sq ft
3,015sq ft
6,315sq ft
113sq ft
9,443sq ft
,
EXISTING PERVIOUS SERVICES:
EXISTING LANDSCAPING:
TOTAL PERVIOUS SURFACE AREA:
TOTAL EXISTING AREA:
PrQject NarrativE!
5,676sq ft
5,676sq ft
15,119sq ft
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Project Name: Nick Channey
Case Number:
Assessors Map / Tax Lot: 17-02-30 TL1903
Zoning: HI (Heavy Industrial)
Owner:
Nick Channey
1771 Balboa Street
Eugene, OR 97408
(541) 912-0330
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Project Manager::
Phone
Engineering:
Design
Mortier Engineering
Mike Drinkwater. Tami Martino
Glen Johnson
1245 Pearl Street
Eugene, OR 97401
Phone (541) 484-9080
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Overview
OLYMPIC STREt:.1
b
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CURB &: GUIIt.R ~
1 . 37.0'- 1'--
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The property is located at 3626 Olympic Street,
Springfield, Oregon.
Phase 1 of the proposed improvement is an
additional buildin.g of approximately 2.071 square
feet. The building will be located toward the south
end of the lot nnd toward the west side of the lot.
Also included wil!1 be additional pavement for parking.
(see site plan)
The building will be a one story building designed to
specification for Q tenant. The building foundation will
be slab and the construction will be wood framed.
The buitding will be modem in design with open
ceilings to provide a loft type look. Dueting will be
exposed.
DRAINAGE SUB BASIN5~
SUB BASIN 1 (CB1/CB2): 6294sq ft
(ALL IMPERVIOUS SURFACES
MINUS PROPOSED ROOF RUNOFF)
PROPOSED ~tw F<<2Qf' RlJNOFF~ (PHASES 1 THRU 3)
7,740sq ft
--
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PLAN - -- ______
LEGEND
(E)
(N)
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~ t1r\PROPOSED~TE
'- ~ \e:Y SCALE: 1" = 30'-0"
~'-O" r 2"_x ~6"WALL
,. . )" GALV. MILD ~ I t.EL
wi 6" RADIUS AS
I SHOWN
,BICYCLE L~CK POSITION
1/ ~ '
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BIKE RAC...K ~' , ,
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RACK DETAIL BOLT TO CONCRt.11:. WI
Ji"- BOLTS OR THREADED
ROD WI SIMPSON SET EPOXY
~ ~~~P STYLE BIKE RACK
~\.
,TrClnsit Notes
THE SITE IS DIRECTLY ADJACENT TO THE NO. 91
McKENZIE BUS ROUTE. THE NEAREST TRANSIT STOP
IS lOCATED AT THE INIt.KSECTlON OF MAIN AND 58TH
~1t(EEr WHICH IS APPROXIMATLY 1/2 MILE WEST OF
THE SUBJECT PROPERTY.
x
FOUND MONUMENT
FIRE HYDRANT
(E) 6t HIGH CHAIN UNK FENCE
PROPERlY UNE
CATCH BASIN 29"x29"x3ali"DEEP
TYPICAL PLAN VIEW
CBlm
~
REOUIRED BICYCLf PI~RKtNG:
1 PER 3,000 sq ft OF FLOOR AREA
EMERGENCY LIGHTING PROVIDING MININUM OF = (3) SPACES - (4) PROVIDED
1 FOOT CANDLE ILLUMINATION AT THE 75% LONG TERM - (2) lONG I t.KM lOCATED INSIDE BUILDING
FLOOR lEVEL BAlTERY BACKUP TO PROVIDE
A MINIMUM OF 90 MINUTES OF ILLUMINATION FROM THE
TIME PRIMARY ELECTRICAL SYSTEM FAILS
Solar Access
.
THE PARCEL IS ZONED HEAVY INDUSTRIAL
WHICH IS NOT SUBJECT TO SOlAR lOT STANDARDS
Date Received:
..
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REVISIONS: 04/11/08
MORIIER ENGItcadNG P.C.
1245 P!ARL ~'N:l:.I'
EUGENE. OREGON 97401
PHONE: (541) ~8080
FAX: (541) 484-8859
THESE DRAWINGS ARE THE
PROPc.K1 { OF MORTIER
ENGINt.t.tdNG P .C. AND ARE
NOT TO BE USED OR
REPRODUCED IN Nt( MANNER
EXCt.t'".' WITH THE PROPER
WRit' ~ PERMISSION OF
MORTIER ENGINt.t.tdNG P .c.
DIMENSIONING NOTA11ON TAKES
PRIORI1Y OVER SCALE. DO NOT
SCALE DRAWINGS.
OA~ 03/13/08
FILE NAME: 18728
DRAWN BYLGRJ
CHK'D BY:
WORK ORDER NO.
18728-BRM
SHt.l:.1
Cl.l
1 OF 6
LEGEND
29-
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GAS VALVE
TELECOMM.. RISER
WATER VALVE
FIRE HYDRANT
EXISTING WATER METER
POWER POLE
GUY WIRE
UTE POLE
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
(E) EP = EXISTING FI f:CTRICAL PANEL
(N) EP = NEW ELECTRICAL PANEL
CATCH BASIN
EXISTING SANITARY SEWER (SIZE AS NOTED)
EXISTING (E) OR NEW (N) STORM SEWER (SIZE AS ~ OTED)
(SLOPE NEW @ 1/16" 1FT UNLESS OTHERWISE NOTED)
U.G. WATER MAIN (SIZE AS NOTED)
UNDERGROUND UTllllY UNES
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FILTRATION S.~Ic.M
SINCE 1957'
247 WASHINGTON ST.
EUGENE. OR 97~~01
(541) 687-867'2
(fax 541) 687-0033
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WIth 011 at Grease Filtration Syst.~m
STATE APPROVED - ASPHALT DIPPED GIBSON STEE,Z, FAB.
Bike proof. heavy duty traffic grate
supports MSHO H20-S16-44 loading
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EXISTING CONCRETE
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REVISIONS: 04/11/08
24'\'1
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. - -P /P H700~9-; - -
MORIIER ENOINI:.I:.nlNG P.C.
1245 PfARL ~.rw:.1
EUGENE'. OREGON 97401
PHONE: (541) 484-9080
FAX: (541) 484-8859
THESE DRAWINGS ARE THE -
PROPERTY OF MORTIER
ENGINEERING P .C. AND ARE
NOT TO BE USED OR
REPRODUCED IN N<< MANNER
EXCEPT WITH THE PROPER
WRI.. ~ PERMISSION OF
MORTIER ENGINEERING P .C.
DIMENSIONING NOTATION TAKES
PRIORI1Y OVER SCALE. DO NOr
scw..E DRAWINGS.
DATE: ~13/0B
ALE NAME: 18728
DRAWN BYumJ
CHK'D BY:
WORK ORDER NO.
18728-BRM
--
--,
FOR OVERFLOW ONLY
(IF GRADE DOES NOT
ALLOW FOR GRAVIlY FLOW)
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/ 24" / ACCORDANCE WITH PLUMBING
/ / CODE REQUIREMENTS USING * It
MINUS OR SIMIUAR
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rv / SEE PAVING DETAIL ~
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Date Received:
APR 1 8 2008
SHt.l:.1
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Original SubmittaL
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100% WOOD OBSCURING ~ /
FENCE (3) SIDES
6" CURB
FOUND MONUMENT
GAS VALVE
TELECOMM. RISER
WATER VALVE
FIRE HYDRANT
EXISTING WATER Mt.It.R
POWER POLE
GUY WIRE
UTE POLE
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REMOVE AND REINSTALL THIS WEDGE OF
PAVEMENT TO SLOPE AWAY FROM BUILDING
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CATCH BASIN 2- LOWER THAN AD.JACENT PAVEMENT
SLOPE SURROUNDING NEW PAVEMENT TO CATCH BASIN
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ORIGINAL PAVEMENT.. OUTLINE
STORM SEWER MANHOLE
SANITARY SEWER MANHOLE
(E) EP = EXISTING ELE~ I KICAL PANEL
(N) EP = NEW ELE,-,! t(ICAl PANEL
. .CATCH ..BASIN
EXISTING SANITARY SEWER (SIZE AS NOTED)
"
EXISTING (E). OR NEW: .(N) STORM ,SEWER (SIZE AS NOTED) "
(SLOPE NEW @ 1/16" 1FT UNLESS OTHERWISE NOTED)
U.G. WATER MAIN (SIZE AS NOTED)
UNDERGROUND UTIUTY LINES
6' CHAIN LINK FENCE
PROPERTY LINE
CATCH BASIN 29"x29"x3~"DEEP
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ElEVATION POINT
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NOTE:
PROPOSED TOTAL CUT IFILL IS ESTIMATED
TO BE LESS THAN 50 CUBIC YARDS FOR
THE: SITE OUTSIDE THE BASIN AND 180
CUBIC YARDS FOR THE BASIN
-MOUNT THIS DOOR SO
~ PAVEWelI" N01F!
REQUIREMENTS FOR 80,000# ARE TRUCK:
3" ASPHALT OVER 8" COMP CRUSHED ROCK
PROPOSI~D 4"
SAN. SWR. SRVC.
GRADE BREAK LINE
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Date Received:
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APR 8 2008
f4\ EMBEDMEN1:'" DETAIL,
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REVISIONS: 04/11/08
I
MORI1ER ENGINccnING p.e.
1245 PE'ARL ';:aINZ.1
EUGENE. OREGON 97401
PHONE': (541) 484-9080
FAX: (541) 484-6859
THESE DRAWINGS ARE 11iE
PROPERlY OF MORTIER
ENGINr.t.l'dNG p.e. AND ARE
NOT TO BE USED OR
REPROOUCED IN N<< MANNER
EXCcrl WITH THE PROPER
WRit I tri PERMISSION OF
MORnER ENGINt.t:.tdNG P .c.
DIMENSIONING NOTATION TAKES
PRIORI1Y OVER SCALE. DO NOT
SCALE DRAWINGS.
DATE: 03/13/08
ALE NAME: 18728
DRAWN BYr GRJ
CHKtO BY:
WORK ORDER NO.
18728-BRM
SHt.C.1
Cl.4
4 OF 6
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(E) 3" ~ I t<EET TREES
(5) PLACES
85sqft VEGETATED
INALTRATlON BASIN
@~
f"V. . ............: I '
~ S:,
300sqft VEGETATED
INALTRATlON BASIN
4
lYP
(E) lANDSCAPING
(PACIFIC BLACKBERRIES)
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NOTE:
SEE SHEET L 1.2 FOR PLANT UST AND BASIN
DETlALS
~ @~~L1~I~~~~. LANDSCAPING PLAN
IRRIGATION NOTES:
A FULLY AUTOMATIC IRRIGATION ~ I t.M SHALL BE DESIGN-BUILD BY A UCENSED AND BONDED IRRIGATION CONTRACTOR
WATER lANDSCAPED AREAS USING THE DESIGNED SYSTEM. PROVIDE BACKFLOW PROTEtCnON PER LOCAL CODES
GENERAL DESCRIPTION: POPUP SPRAY HEADS OR OTHER APPROVED METHOD ARE TO BE USED ON ALL BUT THE
lARGER LAWN AREAS. RAlNBIRD T BIRD SERIES ROTOR HEADS WILL BE USED ON THE lARGER LAWN AREAS. THE
MINIMUM SUPPY SHOULD BE 1 1/2" WITH CORRESPONDING PIPING TO BE CLASS 200 PVC. ALL ELECTRIC VALVES
ARE TO BE RAINBIRD PEB OR EQUAL, WITH AN EXTERNALLY MOUf'jIt:.u CONTROLLER, (E:SP/X RAlNBIRD) LOCATED AS
PER OWNERS AND GENERAL CONTRACTOR
SLEEVING REQUIRMENTS SHOULD BE INDICATED ON THE SUBMJ II t.O DESIGN, WITH COCIRDINATION MADE BElWEEN
THE SITE CONTRACTOR AND THE LANDSCAPE/IRRIGATION CONTRACTOR.
THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING fNSTALL~nON.
CONSTRUCTION NOTES
1. INSTALL IRRIGATION CONTROL VALVES, PROVIDE APPROVED BACKFLOW PREVENTION DEVICE BETWEEN
IRRIGATION SY:s I t.M AND METERED SERVICE.
2. PROVIDE AN ABOVE GROUND VALVE BOX FOR BACKFLOW DEVICES AND SPRINKLER EOUIPMENT.
VERIFY SIZE AND LOCATION WI CONTRACTOR
3. COVER EXPOSED AREAS AT PlANTERS W/ BARK-O-MULCH
LANDSCAPE NOTES:
1. lANDSCAPED AREAS SHOWN ARE TO BE BACKALLED WITH A MINIMUM OF 6" APPROVED LOAM/TOPSOIL. BEDS ARE
TO BE AMENDED WITH 3" OF REXIUS GARDEN COMPOST, OR EQ. UPON COMPLETlC)N OF PLANT INSTALlATION 3"
OF FINE FIR BARK IS TO BE APPLIED.
2. TREES AND PLANTlNGS ARE TO RECEIVE 5-4-3 ORGANIC BASED FERTIUZER AT TIME OF PLANTING, (OR EQUAL), WITH
THE TREES DOUBLE STAKED ~ PER AMERICAN NURSERY ASSOCIATION STANDARDS.. CARE SHOULD BE ESPECIALLY
GIVEN TO ENSURING THAT THE PlANTINGS ARE NOT INSTA" r:'O TOO DEEP. PlANTlNGS ARE TO BE GUARANTEED FOR A
PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE. (EXCEPT ACTS OF GOD OR NEGUCjENCE/VANDAUSM.)
3. THE SITE SHALL REMAIN IN A CLEAN, SAFE. STATE DURING THE LANDSCAPE INSTAUATlON. CARE SHOULD BE ESPECIALLY
GIVEN TO THE PROTECTION OF NEW CONCRt.lt. AND ASPHALT SURFACES. PROVISIONS FOR PROPER CARE AND
MAINTENANCE OF THE PLANT MATERIAL SHALL REMAIN THE RESPONSIBIUlY OF THE CONTRACTOR UNTIL ACCEPTANCE BY THE
OWNER
4. AlL lANDSCAPING SHALL BE INSTALLED AND MAINTAINED IN SUCH A MANNER AS IS NECESSARY TO PROTECT IT
FROM VEHICULAR DAMAGE
5. VISUAL BREAKS, NO MORE THAN AVE FEET IN LENGTH, SHALL BE PROVIDED EVERY 20 tt:.t.1 WITHIN lANDSCAPED
PLANTING ::'IKIPS ABu I liNG PUBUC RIGHT-OF-WAY.
6. VISION CLEARANCE TRIANGLES AT THE ENTRANCES TO THE PARKING AREAS SHALL EIE A MINIMUM OF 15' IN LENGTH FOR
EACH LEG. AND SHALL BE Kt.~ I FREE OF AlL VISUAL OB::)I KUCTION FROM lWO ANI) ONE-HALF FEET TO NINE FEET
ABOVE THE CURB UNE.
5. SHRUBS, WHEN USED AS PARKING AREA PERIMt.1 t.R SCREEN, SHALL BE PLANTED IN MINIMUM FIVE GALLON
CONTAINER SIZES, OR LARGER, AS NECESSARY TO ACHIEVE THE DESIRED SCREENING HEIGHT OF 72" WITHIN THREE
YEARS At I t.R PLANTING.
7. THE MINIMUM PLANTING SIZE FOR TREES SHALL BE 2.0" CALIPER AS MEASURED BY AMERICAN
ASSOCIATION OF NURSERYMEN STANDARDS. (;)IKEET TREES ONLY)..
8. PlANT TREES IN LANDSCAPED AREAS SUCH THAT THE TREE HOLE IS AT LEAST THREE FEET FROM ANY CURB OR
PAVED AREA.
Date Received:
APR 1 8 2008
Original SubmittaL
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REVISIONS: 04/11/08
MORnER ENGINcadNG p.e.
1245 PEARL .:aIN:l:.t
EUGENE. ON:.~ 97401
PHONE: (541) 484-9080
FAX: (541) 484-8859
THESE DRAWINGS ARE THE
PROPenl f OF MORnER
ENGIN~ING P .C. AND ARE
NOT TO BE USED OR
REPRODUCED IN Nff MANNER
EXCc.... I WITH THE PROPER
WRII 'I:N PERMISSION OF
MORnER ENGINl:.t.tdNG P .C.
DIMENSIONING NOTAlION TAKES
PRIORI1Y OVER SCALE. 00 NOT
SCALE DRAWINGS.
DA~ 03/13/08
ALE NAME: 18728
DRAWN BY; GR,I
CHKtD BY:
WORK ORDER NO.
18728-BRM
SHtJ:.1
L 1.1
5 OF 6
...