HomeMy WebLinkAboutPermit D2000-256 - OAK BARN - RAMPOAK BARN RAMP
18325 SEGALE PARK
DRIVE B
D2000-256
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas/Elec.:
Lin1ts:
Setbacks:
Water:
Wetlands:
Contractor.
OAKBARN RAMP
18325'' SEGALE PARK DRIVE B, TUKWILA WA 98188
LA PIANTA LTD PARTNERSHIP
PO` BOX 88050, TUKWILA WA 98138
BARRY BENNETT
PO BOX 88028, TUKWILA WA 98138
LA PIANTA LIMITED PARTNERSHIP
P.O. BOX 88050, TUKWILA, WA 98138
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Permit Description
CONSTRUCT EXTERIOR RAMP
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Construction Valuation: $ 9,720.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate)
Curb Cut /Acce:3 /SidewalI /CSS:
Fire Loop Hydrant :; No
Flood Control Zone:
Hauling:
OCCUPANT
OWNER
CONTACT
CONTRACTOR
AWSE
DEVPERM
M -2
001
North:
TUKWILA
Permit
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD
APPLICANT I'S PROCEEDING AT THEIR OWN RISK.
352304 -9119
18325 SEGALE PARK DR B
.0 South:
Sewer:
Slopes: N
License No: LAPIALP055MZ
N
N
N Start Time:
Land Altering: N Cut:
Landscape Irrigation: N
Moving Oversized Load: N Start Time End Time
Sanitary Side Sewer: N No
Sewer. Main Extension: N Private'.: N Public: N
Storm Drainage:' N
Street Use N
Water Main Extension: N Private: N Public: N
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TOTAL DEVELOPMENT PERMIT FEES: $ 33.56
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Center Authorized Signature:
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
DEVELOPMENT PERMIT
Fire
.0 East:
TLIKWILA
Permit No:
Status:
Issued:
Expires:
EXPIRES,
D2000 -256
ISSUED
08/11 /2000
02/07/2001
WAREHOUSE
1997
Occupancy:
LIBC:
Protection:
.0 West: .0
Streams:
(206) 431 -3670
Phone:
Phone: (206) 575 -3200
Phone: 206- 575 -2000
Phone: 206 575 -2000
Size(in): '` .00
End Time:
Fill
Eng. Appr:
Date:13
II
98188
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or it the work is suspended or abandoned
for a period of 180 days from the last inspection.
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Date: �.�i_bS>
CITY OF TUKWILA
Address: 18325 SEGALE PAIfl DR B Permit No: 02000 -256
Suite:
Tenant: Status: ISSUED
Type: f)EVPERM Applied: 08/01/2000
Parcel #: 352304 --9119 Issued: 08/.11/2000
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Permit Conditions:
.1 .:No changes w i l l be made to the plans unless approved by the
4 'Engineer and the Tukwila ,f3ui lding, Division.
2. All construction to be done iii c o nforma n ce � ai `t ly ap
plans and requirements of the Unifo 13ui ldiri (1 997::
Edition) as amended; Uniform Mechanical Code (1997, Edition),
and Washington - ;State Energy'.Code (1997 .` Edition)
3 Notify thee; City of? , ukwi la` Building .Division prior to
,placing any concrete This procedure is in add it ion.' to any
;requirements for pec •ial inspection.
4' ;Validity.of ,Permit. The issuance of a permit or approval of
plans,'. and computations shall : not. be 'con
strue to 'be a permit for ,' an approval of, any violatirn
of any; of the provisions of the building code or of 'any , .
other`°or dinance`of; the jurisdi ction. No permit presuming
c ive/author ity` to vi or�,cancei. -,the provisions of °�� this -"
ode;shall be , va l i";d
5 'A`;l i,7permi ts, ,'inspe'i tion. records, and approved plan, shall' ` be
av; i4lable at the j'ob site priort the start of any con
,strltcti on These ;documents are to be ma .i n 'ta i ned and avail .
%able until' final inspection,approval` is granted.
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Project Name/Tenant:
Oak,60 r
Existing use: ❑ Retail ❑ Restaurant
❑ Church ❑ Manufacturing
❑ School /College /University
Value of Construction:
q - 1c30. -CO
Site Address:
/ g S S -� a l t? M r` k
City State /Zip:
7)(- -7
Tax Parcel Number:
3 scz ?p /-- 3// 9
Property Owner:
Za
Th14j0,- Z.L.C.
Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none El other (specify)
Phone:
ate, s - )E - ate
Street Address: City State /Zip:
2,0. 7nx $ ,SO - 77;,4 w, / e 604 &-
Fax #:
ate- S7 s ^. /(S' )
Contractor:
LU
awlO∎ L e..-C--
Phone:
7� - SAS - a000
Street Address:
P.O.
. , City State /Zip:
' ok , - FOaaa 7tk 6442rs1R1
Fax #:
D( - S?s - /rF
Architect:
'730
eleY/ z°.n /c 7 /vP //(C a , 4/_> 1 /15-30„
Phone:
z - 3a s g s5 3
Street Address:
/3c' La kes, - 5a le w4
City State /Zip:
9a / 2Z
Fax #:
Engineer:
An(Er3 — \ - TR= +DIA
Phone:
? 9 / ' 2
y
Street Address: City State /Zip:
3)coaO -2 ry)k Ave. S,( L- A7tder 1 Gvay 9j )3
Fax #:
as -9 (// -G 9 39
Contact Person:
rrxi
1 V
� a rP1
Phone:
FJc, -S'7S 2000
Street Address
PO . -oh
r8 e/A w, /A
City State /Zip:
w,4 ��i
Fax #:
Z 6, -. \ J - / 53 ()
Description of work to be done:
C0 Sfr0 �k - for^ ,_a ...
Existing use: ❑ Retail ❑ Restaurant
❑ Church ❑ Manufacturing
❑ School /College /University
El Multi- family a Warehouse ❑Hospital
❑ Motel /Hotel El Office
❑ Other
Proposed use: El Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University El Other
Will there be a change of use? El yes ® no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes 0 no
Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none El other (specify)
Building Square Feet: (93 1 pon existing
Area of Construction: (sq. ft.)
Will there be storage of flammable /combustible hazardous material
Attach list of materials and storage location on separate 8 1/2
Vr)c)
in the building? El yes no
X 11 paper indicating quantities & Material Safety Data Sheets
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CITY OF TUKIr A
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
PPLICANT REQUEST FOR PUBLIC ,WORKS SITE/CIVIL PLAN;REVIEW OF THE FOLLOWI
(A "dditional reviews may be determined,'bythe'Public Works Department)'•j:
❑ Channelization /Striping
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer #:
El Storm Drainage
❑ Water Meter /Exempt #:
❑ Water Meter /Permanent It
❑ Water Meter Temp #
El Miscellaneous
❑ Curb cut/Access /Sidewalk
Size(s):
cubic yds. 0 Fill
❑ Sewer Main Extension
❑ Street Use El Water Main Extension
Size(s): 0 Deduct
Size(s):
Size(s): Est. quantity:
cubic yds.
El Flood Control Zone ❑ Hauling
El Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by
the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
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BUILDING OWNER OR AUTHORIZED AGENT:
Signature.
ll
Date:
Print name:.
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Pho
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S-7S - ?op o
Fax it: .,
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Address '
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City /State /Zip —
as
ALL COMMERCIAUMULT MILY TENANT IMPROVEMENT TERATION PERMIT APPLICATIONS
W ST BE SUBMITTED WITH THE PM LOWING:
➢, ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
' STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
El ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of Q
those, identify by size and species which are to be removed and saved z
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone) co o
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w _
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❑ Floor plan: show location of tenant space with proposed use of each room labeled
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CI CI Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of u- Q
any hazardous materials; dimensions of proposed tenant space. co d
❑ ❑ Vicinity Map showing location of site I=— _
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❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z O
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w
rack. Structural calculations are required for rack storage eight feet and over. D 0
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished O co
ot—
❑ ❑ Construction details w w
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of 1--u.. ~O
water supply to sprinkler vault with documentation from contractor stating supply line will meet or Iii Z co
exceed sprinkler system design criteria as identified by the Fire Department. 0
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CI Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1 /29/97
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Hia1 °r...el No..: 3.52304. -91 .
3 i t' A d d r t: 4 S : 1 13 3 2 5 817.0(; E 1'11R IC 1) fl 13
fo,. +i'I F 0 n s t 303, tit:
1'h i s Rik mcri•1; 303.:::6 Tt/t I L.L. A Pmts..; a
302.56
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000/345.030 P1..14 1:1.11:1. 1; -.., . 140141 4f.5
000i:486.904 STALE: 01.13 :1 D1.islti 51,11?C'1.1fiE'C;E::
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6697 08/08 T7,4.9.... TOTAL ! 303.56
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Special instruction
Date wanted: a.m.
10 —2 -6 — 0 i) Cam`
$gtluester:
Phone:
2 o r.t - i cc -- 7_ b 12_.
INSPECTION RECOIL.
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
b2e o— zSb
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
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Ins talEtor:
Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be,paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, .•
Receipt No:
Date:
17.1
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P oject:
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Type of Inspection:
fourWWrt 1A)4_11
Address:
1, 3 25 c PK Dr /2
Date called:
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Special instrukions:
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Date wated:
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• uester:
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INSPECTION RECORD
Retain a copy with permit
INSISECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT N
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS: -
D 30 ,
$47.00 RE NSPECTION FEE ktQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Proj t:
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Type Inspection:
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Special instructions
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INSPECTION RECOR
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
EINSPECTION FEE ' KUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Approved per applicable codes.
Corrections required prior to approval..
COM NTS:
Receipt No:
Date:
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ACTIVITY NUMBER: D2000 -256 DATE: 8 -1 -2000
PROJECT NAME: OAKBARN RAMP
SITE ADDRESS: 18325 SEGALE PARK DRIVE B
XX Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # _ After Permit Is Issued
DEPARTMENTS:
Build Division II Fire Prevention • Plann?tftision
AWG € s4-0a ► 4-0a -,u
P blic Works II Structural • n Permit Coordinator
IM ilk 8 -3
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-3-2000
Complete
Comments:
\PRROUTE.DOC
5/99
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
TOES /THURS ROUTI G:
Please Route Structural Review Required l No further Review Required
REVIEWER'S INITIALS:
Incomplete I
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE: 8-31 -00
0
Not Applicable n
DATE:
Not Approved (attach comments)
DATE:
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions 7 Not Approved (attach comments) ri
REVIEWER'S INITIALS: DATE:
F623.032-000 (8/97)
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
• REGIST. # EXP. DATE
CCO1',..LAPIALP055MZ 04 /01/2001
,••EFF DAT ;07/,09/1995;
.sl. !L.1. ;i,4 .... 1. .. 'l t et:t ,.1.. •n.w l:iG:lll li.� ' • +.� �1
LA.PIANTA LIMITED PARTNERSHIP
PO BOX 88028
TUKWILA WA 98138 -2028
F05.162.000 (8/971
Detach And Display Certificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1•• LAPIALP055MZ 04/01/2001
EFFECTIVE DATE 07/09/1995
LA PIANTA LIMITED PARTNERSHIP
PO BOX 88028
TUKWILA WA 98138 -2028
L_
Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
4Yr;.lv+if;a,;n t siu[inE .:.:i Sim:''
L'U es..SutS.nai
LEGAL DESCRIPTION:
That portion of the Southwest Quarter of the Northeast Quarter and
Government Lot 5, and Government Lot 6, ALL in Section 35, Township . - •
23 North, Rance 4 East, 14-14_, in Xing CountyWashingtQn, described ' •
33'EG1NNING at a mommusent-at the Northeast Corner - of t_he said South- -
„st. Quarter of the Northeast Quarter; thence SOuth 07°44'56° West; _
470 feet; thence North 87 West; 628-86 feet; thence South '
14.28•47° West, 86.93 feet; thence North 75°31°13° West, 30 feet _
to the TEE POINT OF BEGINNING; thence South 14°28'47" West, 51.57
feet to .a point of curve; thence along a curve to the left having
a radius of 115989-feet through a central angle of 06°47'39° an .
arc distance of 137.54 feet; thence South 07°4108° West; 206_95-
feet to .a point of curve; thence along a curve to the right having _
a radius of 1,104-55 feet through a centralangle of 13°0617" an
arc distance of 252-63 thence South 20°47 West, 784.34
feet to a point of curve; thence along a curve to the right having
. a radius of 50 feet through a central angle of 92 an arc J
- distance of go_ss feet; t_hence North 66 240.80 feet; •
thence North 17 East, 1,424_06 feetff.therice 87°50 „
East., 230.35.feet to a point of curve; thence along a curve to the
right having a radius of 40 feet thiouglra central ar,.gle of 102°18'56°
,an arc distance-of 71-42 feet to the TRUE POINT BEGINNING.
- _ - . •
RESERVING an easement for sidewalk and ati.lity purposes' over the
Northerly 15-00 feet, o'er the Easterly.3.5.-00-feet.and over the
Sonttncesterly 15-00 feet of - the _property described above.
RESERVING the right of ingress and egrees to maintain, install,
improve and extend utilities .,..... i
RESERVIRG an easement for railroad purposes, and an easement for !
access road purposes, including, _but not-13mited to railroad slain- 1
track, lead track and spur t_racks, as well-as for railroa
and storage, and as well as for other vehicle egress and ingress .1
and truck maneuvering over that portion thereof lying Westerly
of the Westerly building line produced. - =
RESERVING an easement for common access purposes, including lingreas
and egress ove_r -t_he following described _portion thereof: • .
Qnxtr BEGINNING a a monument at_the Northeast corner of said Southwest .
E--QUerteri--theficerStinth 07°4456" West,
470..00 .£:: 87 feet;
- 17 . "28f13" west; 31-3-0:fect:"--,.... TRUE POINT OF BEGINNING; thence
117 feet:lb a-point of. curvature
S6-iath-43.28-!:1 ..e terlifl o th - the e f e railroad.-10W-
-..a-3:1De -10'ffet;"sln"rlf ,
tr ack, - soitig a_ P ri4ea . f et. c enter of which, to
th'e ° right radfu° °f t.r:1 15°24'357- 'arc
Saiak--59735!°81-Eas No en , .3.0 . 19!517
61°"° ef :10:831t;'ther 0 TRui. POiNT.OF iEGIki?!?)
tincO , -
• • , ' .
TOGETHER WITH AND SUBJECT TO .o easement for building .setback parpoe; •
over a 60 foot wide stripOf 'land sufrouhding and adjacent to the main
building line 14 - describ -
•••• - •
BEGINNING' eta monument A - ttiO ;Northeast CorneroptherSouthWest Quarter.' :-
of the Northeast Quarter of said 'Section:'35: -Sonth..07°44756 .-
470.00 feet; ;.-thence North .87•509" ..West, - 706.22 feet;
17°28137 Nest; • feet to :Abe 'TRUE. POINT - .4D0 : BEGINNING;', the'nce C9.'4
tinning 17 West ,'100..00 feet; thencetNiiith '32°31 Vest•
, . - =
20_00 feet; thence South 17°28'131_1 320.00 ft; thende South':
72°31 , East; 120-00 feet:fthen Neat; •150.00
thence North 72 West, :211:00•-''_feeti SOuth 72813 W t .
580-79 * feet; • - thence South 72 :East 20.00 feet; thence .South
17..28'13° West, 315.00 •-ife et; thence . ,North 72,31 '477 OE.1O ,...feet: '
thence North 17 .341651,=88..:feet; thence :North L26
- feet; thence sOnth .72"3147r Et, 184.135',..feettd
OF BEGINN/NG. _
: - !, • - , .
TOGEraas WITH a• excluSive easement .for ;ingress, •gresr, and ."
'
purpo'Ses, 60 feet:in _feet on , e4cTi aide o f
the following 'described -Centerline-,
, - -
:BEGINNING at a monument at trieitgortieast =corno,r;of,the SoutInnest. Quarter
of the N•rtheas Quarter of Section :35,T 23 North, "Riige' 4 - East, -
W.I4., jI Ring Conity , Washington; __thence
feetl thence North: 87 097 Ifest,, to point !erefnfter
designated Poi4 thence -14°2847" West; 1381;49 ft to a
point, of - ctirlio;,...thence'„rilong to,t.tief.left hv0n 4;indins of
1,129-89 feet, ceittral areidistance
133_98 . feetfi. thence - Sontlf„ . ..07°.41'08"yesti': 206.95 et 00 ,a.Pol.nt' of •-=‘,.
Curve; thence along a bOrvei'fo.=.the'iightlialringTti!
- -feet through central t,"aiti4le
feeti thOncesSOoth 204725 Wt; 8 60.17 ;• rthenCa ,•••
_West, 321:49 ,feet to theterraines Of this oasement:centerliita.:.' .T008THER
WITH; 'beginning. at Pont pk,7 aecr0bed o4-thc. eboyn :centerline;
N, - 309.07 ret to the terrnlr.tig oflijC'esiterliliei_iiiii?in • „
30 feet: Of f - !width ori each'Ts1.21e:kk4cEi :tint
soutti,180tir ' •
• STATE.DfV,S,15-1',C.,-
t5)::, easement - shell; he:•apprePriateli:sionunlanted by
a nnpplenielit'j:to this rAssigrunent 'coat-mining - arevised legal
at the expense of. owner : a '
am haria asi the briginal -
•
ACCESS • -,- •
. .
SET VziRON PIPE .•
- 'PLAS77C
lAU'.3. cf -alai • : •
- PEFIMITGENTER=.: 1 1
:bny
AUG - 1
New Ramp
temPit.019A6 0
Existing 8'
Opening
BUILDING PLAN
SCALE 1/16 " = 1' -0"
REVISIONS
DRANING NUMBER
taa
2-5tp
REGISTERED
A' "HITECT
SEGA LL
BUSINESS PARK
TUKWILA, WASHINGTON (2C6) 575 -2000
EMESSEMEMEMITEMZEZEMEEMENI
nn E:
DESIGNED BY: PROJECT NUMBER
DRAWN BY: DRANK BY:
CHECKED BY: ISSUE DAIS
SCALE DATE
I 1 July 2, 2000
SHEET: OF:
RECEIVED
CITY OF TUKWILA
AUG - • 21:1H
PERMIT CENTER
1 1/2" SQ, T,S, ---
I 'X 1/2'X 1/8' CHANNEL
6` -D' MAX,
RAMP GUARDRAIL ELEVATION
0200o • 2 0
TOP OF T"TIG.
INURE IF aJD1PII3UlT ®SAME \
ELEV. AS WVA&ij Fla, STEEP \
w TO A1JLOW CONDUIT
TO (PASS liHRLI WALL PER
llkllE YPIICA'L STOPS) FM.
DETAIL
OPTION 12 COMMIT PASSES - WALT"
CONC. WALL
AT OWNERS OPTION
PROVIDE #J4 NOSE
BARS FOR CRACK
CONTROL
,#4 REINF. TO STOP
CONTROL JOINT
MIN. DIM. TO BE
SAME AS FIG.
THICKNESS
OPTION 0 CONDUIT PASSES BELOW FIG.
24 "x24" MAX.
OPENING
TOP OF FTC.
TYP. CONDUIT INTERSECTION
AT OWNER OPTION
PROVIDE TROWLED
SMOOTH SURFACE FOR
RAMP SLOPE TRANSITION
•
SLAB ON GRADE PER
L.:T. 1/S1 (SLOPE PER
PLAN)
CONTROL JOINT @ SLAB ON GRADE
5 -0" MIN.
CONTROL JOINT 0 WALL
CONTROL JOINTS
FIG,
THICKNESS
TYPICAL STEPPED FOOTING
'WAL FTC. WILL
- - -_ ADEOUETLY
SPAN
EXISTING TRENCH
FOR CONDUIT
A4 TRIM BARS
AROUND OPENING
(EA. SIDE Sc ® 45')
CNC 101
REINF. TO BE SAME AS
LONGITUDINAL BARS.
PROVIDE MIN. 24" LAP
W/ LONGITUDINAL REINF.
MIC 104
\ "J
•
SLOPE PER i
pLAN
NEW SLAB TO EXISTING SLAB
SOIL INFO. TO FIELD `TRIFIED:
SOIL ACTIVE EQUIVAI NT FLUID PRESURE: 35
SOIL PASSIVE EQUIVALENT FLUID PRESURE: 350
ALLOWABLE SOIL BEARING: 2000
SOIL MOIST UNIT WEIGHT:
120
SLIDING COEFFICIENT:
PROVIDE VERTICAL
WALL CONTRO'_
JOINTS PER
4/51
a N PLACE REINF. PER
!� DET. 6/51
STEP FTC'S AS REQ.
PER DET 3/51
RECOMPACTED
GRADE / NEW
ASPHALT IN
FRONT OF WAIL
ADD'L #4 FOR
STEM SEINE.
PLACING
PROVIDE #4 x 24" CORNER REINF.
S TTG. & WALL
CORNERS
EXIST. TILT UP WALL
PANEL BEYOND
(2)- LAYERS OF 30#
FELT FOR SLAB ISOL.
& PROTECTION OF
EXIST. STRUCTURE
2' -6"
EXIST. CONC WALL
FELT PROTECTION
BOARD PER OWNER
AGAINST EXIST. CONC.
STRUCTURE
0.50
PCF
PCF
PSF
PCF
40&the\W Ii,- P4-
1" CHAMFER PER OWNER
30# FELT FOR SLAB ISOLATION
6" SLAB ON GRADE W/ #4
14" O.C. EA. WAY 0 CE
4" TO 6" OF COMPACTED
GRAVEL BASE
WELL COMPACTED SUB -BASE
- # x = ®10" O.C. (16" O.C.
Ti WHERE SLAB HT. IS
LESS THAN 24" ABOVE
12 FINISHED GRADE)
3
(12" WHERE SLAB HEIGHT
IS LESS THAN 24" ABOVE
FINISHED GRADE IN FRONT
OFF WALL)
TYPICAL @ RAMP WALLS
EXIST. SLAB
#4 0 16" O.C. CONT. HORIZ.
4 "0 PERF. PVC DRAIN TO
DAYLIGHT (OR 2 "0 WEEP HOLES
THRU WALL 48" O.C.) PROVIDE
12" STRIP FREE DRAINING MAT'L
Q BACK FACE OF WALL (NOT
SHOWN)
#4 0 10" O.C. HEEL REINF.
2" CLR.
#4 0 12" O.C.
CONT.
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS,
THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO
THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN
WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY
OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK.
THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS
AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR
FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING
AND SHORING DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF TUKWILA AND: THE 1997 UNIFORM
BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF
TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318 -89 (REFUSED
1992); A.I.S.C. 9TH EDITION; A.I.T.C. 2ND EDITION.
1 -2 DESIGN CRITERIA
A. VERTICAL LOADS
1. LIVE LOADS
LIGHT COMMERCIAL VEHICLE TRAFFIC 200 PSF
1.3 SOIL DATA
VALUES ARE ASSUMED AND ARE TO BE FIELD VERIFIED. SOIL
BEARING S CONT. SPREAD FOOTINGS = 2000 PSF. EQUIVALENT
FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE ASSUMED TO BE
35 PSF AND 350 PSF, RESPECTIVELY. SOIL UNIT WEIGHT IS
ASSUMED TO BE 120 PCF AND THE SLIDING COEFFICIENT IS ASSUMED
TO BE 0.50.
2.0 STE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO
FIRM UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE
BACKFILLED WITH LEAN CONCRETE (f'c = 2000 PSI), OR BE
STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE
CONTRACTOR'S EXPENSE.
2.2 BACKELL ' AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL
FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO
ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL.
IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE
GRANULAR IN NATURE, PLACED IN 6 -INCH LIFTS AND COMPACTED TO
AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO
COMPACTION TEST, PROCEDURE T -180. THE FILL SHOULD BE
LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE
3.1 GENERAL
NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301-
89 ESTABLISH PROPORTIONS OF CEMENT, COU':SE AND FINE
AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES
SPECIFIED FOR EACH CONCRETE MIX TYPE PER AC -301 ON THE
BASIS OF PREVIOUS FIELD EXPERIENCE OR TRAIL BATCHES. A
WATER REDUCING ADMIXTURE IS REQUIRED IN ALL CONCRETE MIXES
FOR THIS PROJECT. ALL CONCRETE 5000 PSI AND OVER SHALL
INCLUDE A SUPERPLASTICIZER AND BE FLOWABLE (6 TO 11 INCH
SLUMP). USE ADMIXTURES IN ACCORDANCE WITH THE
MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER- REDUCING
ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION,
HONEYCOMBING OR ROCK POCKETS. THE SLUMPS SPECIFIED ARE THE
SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE
STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM
MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE
POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL
JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE
DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS
AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION
OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL OR USE JOINTS
AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT
OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL
BE SMOOTH AND FREE FROM IRREGULARITIES. CONDUITS & PIPES
EMBEDDED WITHIN THE. SLAB (OTHER THAN THOSE MERELY PASSING
THROUGH) SHALL SATISFY THE FOLLOWING:
oon And®rsan - P ■yt ®n
STRUCTURAL NOTES
3.2 STRENGTH
1. THEY SHALL BE NOT LARGER THAN ONE THIRD THE
OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE
EMBEDDED.
2. THEY SHALL BE SPACED NOT CLOSER THAN THREE
DIAMETERS OR WIDTHS ON CENTER. AT ELECTRICAL
ROOMS OR CONGESTED AREAS WHERE MINIMUM SPACING
CANNOT BE ACHIEVED, USE #6 AT 12" O.C. EACH WAY
EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION.
MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED
UNLESS APPROVED BY THE ENGINEER.
3. THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH
OF CONSTRUCTION.
4. THEY ARE NOT EXPOSED TO RUSTING OR OTHER
DETERIORATION.
5. THEY ARE OF UNCOATED OR GALVANIZED IRON OR STEEL
NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE.
DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE
FOLLOWING PROPERTIES:
APPLICATION STRENGTH
F'c
(PSI)
ALL CONCRETE 2500
SUBNOTES:
MAXIMUM MAXIMUM
WATER /CEMENT SLUMP
RATIO (INCHES)
0.46 4
1. ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE (8" TO
11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS
INCLUDED AND THE W/C RATIO IS NOT INCREASED.
2. NON- STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE MAY
OR MAY NOT CONTAIN WELDED -WIRE FABRIC PER SECTION
3.5H OR FIBER -MESH. HOWEVER IT IS RECOMMENDED, IN
OUR OPINION, TO USE ONE OF THEM TO ASSIST IN
PREVENTING VARIABLE SHRINKAGE AND CRACKING.
3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY
MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS,
ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE
WITHOUT APPROVAL OF THE ENGINEER.
3.3 MATERIAL - CEMENT, WATER do AGGREGATES PER AO 301
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II.
ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III
CEMENT.
B. WATER TO BE CLEAN AND POTABLE.
C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM -C494,
POZZOLITH POLYHEED, POZZOLITH 100XR, OR POZZUTECH 20.
POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN
EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL.
ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC
CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS.
MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8"
WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES
OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
B. AIR ENTRAINMENT: CONFORM TO ASTM -C260 AND ASTM -C494,
MBVR OR MICRO -AIR BY MASTER BUILDER. ENTRAIN 5% +/- 1%
AIR BY VOLUME IN ALL EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS
PRIOR APPROVAL IS GIVEN BY THE ENGINEER.
3:67' .
3.5 REINFORCING STEEL
DETAIL FABRICATE AND PLACE PER ACI -315 AND AO -318.
SUPPOR f REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR
TIES.
A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET
STEEL MEETING ASTM STANDARD "A" 615 -93; GRADE 60 FOR
#3 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS.
SHCP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED
TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE
60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING.
B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL
BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED,
BOTH VERTICAL AND HORIZONTAL
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89,
CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS
FOR Fc GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR
Pc WHICH IS LESS THAN 3000 PSI, UNLESS NOTED
OTHERWISE.
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A
MINIMUM 1 -05 TOP AND BOTTOM, EXTENDING 2' -6" BEYOND
OPENING AT EACH CORNER. SEE TYPICAL DETAILS.
E WELCING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS
CAILED FOR AND APPROVED BY THE ENGINEER.
F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN
ON THE DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE "(ACI 318 -89) SHALL BE REFERRED TO
FOR PROPER REINFORCEMENT.
G. SERFS COVER: PROVIDE CONCRETE PROTECTION FOR
REINFORCEMENT AS FOLLOWS:
H. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82
I. DEFORMED BAR ANCHORS: ASTM -A496
as INSPECTIONS
CONCRETE INSPECTIONS SHALL BE FOLLOWED PER THE 1994 UBC
SECTIONS 305 AND .306 AND /OR AS REQUIRED BY THE LOCAL
BUILDING DEPARTMENT. THEY SHALL BE DONE BY AN INDEPENDENT
AGENCY EMPLOYED BY THE OWNER. JOBSITE VISITS BY THE
ENGINEER DO NOT CONSTITUTE AN OFFICIAL VISIT.
4.0 METALS
4.1 WELDING
XIST.-OPENING
12' -0"
CONCRETE DEPOSITED AGAINST EARTH
CONCRETE DEPOSITED AGAINST FORMS BUT
EXPOSED TO EARTH
1 -1/2" MAIN REINFORCING IN BEAMS
1 -1/2" TO TIES IN COLUMNS, AND TIED REBAR IN
WALLS
1 -1/2" FOR BARS IN SLABS ON GROUND
1" FOR BARS IN SLABS ON FORMS
A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL
WELDING CODE ", AWS D1.1.
B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USE E60 OR
E70 ELECTRODES.
C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT
WHERE SHOWN
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING.
PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT
SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL
PLANSFOR WALL OPENING, ARCHITECTURAL TREATMENT AND
DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL
PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS,
PIPES, CONDUITS, ETC., NOT SHOWN.
EXISTING BUILDING #771
EXISTING STRUCTURE
(PRE -CAST TILT UP
WALLS)
6" SLAB ON GRADE W/
#4 0 14" O.C. EA. WAY
I - 10" THICK x 3' -6" WIDE
FTC.
6" CONC. WALL
PARTIAL SITE PLAN
SCALE 1 /8 " =1' -0"
Structural Engineering Consultants
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THESE DRAWINGS ARE SUBJECT TO
REVISIONS PENDING LOCAL JURISDICTIONAL
REVIEW.
RECEIVEp
CIT1'OPT p,505
AUG - ( 2r)00
PERMIT CENTER