HomeMy WebLinkAboutPermit D14-0395 - INTERLINE - RAMPINTERUNE RAMP
1177 ANDOVER PARK E
EXPIRED
09/26/15
D14-0395
Parcel No:
Address:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.Rov
DEVELOPMENT PERMIT
3523049097 Permit Number: D14-0395
1177 ANDOVER PARK W
Project Name: INTERLINE RAMP
Issue Date: 3/5/2015
Permit Expires On: 9/1/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
CWWA SOUTHCENTER 4 LLC
PO BOX B-3879 C/0 EQUITY OFFICE
MGMT LLC, CHICAGO, WA, 60690
DAVID KEHLE, ARCHITECT
1913 BONAIR DR SW , SEATTLE, WA,
98116
D M P CONST
3819 S 239TH ST , KENT, WA, 98032
DMPCO**065J1
OWNER FUNDED
Phone: (206) 433-8997
Phone: (206) 824-8970
Expiration Date: 4/30/2015
DESCRIPTION OF WORK:
CONSTRUCT EXTERIOR CONCRETE RAMP AND REMOVE EXISTING ASPHALT
Project Valuation: $13,500.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIIB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $624.50
Occupancy per IBC: S-1
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
Date: 0370. VAS
I hearby 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 provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: NAM—atitild.J
Print Name: l..h
Date:
l laOR
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
5: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
6: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform
strictly with the recommendations given in the soils report. Special inspection is required.
8: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
13: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility
locates, call 811 or 1-800-424-5555.
14: Any material spilled onto any street shall be cleaned up immediately.
15: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off -site or into existing drainage facilities.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
0201 FOOTING
0200 FOUNDATION WALL
4000 SI-CONCRETE CONST
4046 SI-EPDXY/EXP CONC
4035 SI-SOILS
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htth: vv.1ilkyitaw. A.uot
Building Permit No.
Project No.
oic
Date Application Accepted:
Date Application Expires:
1I— 20
t 77 o
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: II 11 /4 ,jG2' 13g11G�I
Tenant Name: 1u IGti Litie T�i'Fr
PROPERTY OWNER
Name: �1
6/6i'-�/ l
u,� t
I W 1ntw
Address: 0,,I
N
v13r3171 f, 4
City:loam Ito
State: Zi :ci
CONTACT PERSON — person receiving all project
communication
Name: a,1vi_ btIh,
Address: Ki t to4gyp .�
"►!
City
we Staab&ZiFII Li
Phone: fog* * p�Pq�' Fax:tote ... g 1
��
Emai1:aja
e4tceliteAr&1%• %w
GENERAL CONTRACTOR INFORMATION
Company Name:�
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
King Co Assessor's Tax No.: l',7 t l 7 4
Suite Number:
Floor: 1
New Tenant: 0 Yes ..No
ARCHITECT OF RECORD
Company Name:am Nue.i kaµl i.
Architect Name: aila � _.
lics
Address: tc`ce1a pW
City:t am., „ State • Zip: li te
Phone:1 _ _ } 33 . 4 Fax: /lap_ tittto _g2,_1
o
Email: 12bel „ Q 414441Qeiral. Com
ENGINEER OF RECORD
Company Name: (,-j'_ ovxv_itt
Engineer Name: `t I`� { iaG a1 �
Address: t
City: # State7�6 • _lllopl8 Zipii1
Phone:. .4 4t ux: fop. wi .s2.13
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW
r'✓�,,19.27.095)
Name: �ryr 5`jr ���i -`
,a'll
Io r`
Address:
City: State: Zip:
H:\Applications\ Forms -Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $ eftGi 1LU 2d
Cpustrzuct. mit32 2,. Caw& Vlaiir a Verbie taroP16t,1"
Will there be new rack storage? ❑ Yes
yt.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
.*terier Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l'Floor
181
/
/'
RRl-42
1
2nd Floor
3rd Floor
Floors thou
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, rovide the following:
Lot Area (sq ft): Ilo Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal o1w,n_`
err lives
in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 12r/ 147 1IiG 7 Compact: ° Handicap:
Will there be a change in use? ❑ Yes No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
'0 Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
1f 'Yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line12011 Applicatons\Pemm Appliemion Revised - 8-9-n.doc
Revised: August 2011
bh
Page 2 of 4
PERMIT APPLICATION NOTES -
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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.
BUILDING 0 R OR . 0 RIZED AGENT:
Signature: � Date: tZ'?A
Print Name: �p14 �GHM
Mailing Address: 141 (19 ftltie. t Z *8/
Day Telephone400- 3 4 -
Os"t111tLo
City State Zip
H:\Applications\FomerApplications On Line\20l 1 Applications\pennit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$387.44
D14-0395 Address: 1177 ANDOVER PARK W Apn: 3523049097
$387.44
DEVELOPMENT
$369.20
PERMIT FEE
R000.322.100.00.00
0.00
$364.70
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$18.24
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R4749
R000.322.900.04.00
0.00
$18.24
$387.44
Date Paid: Thursday, March 05, 2015
Paid By: DMP CONSTRUCTION
Pay Method: CHECK 4394
Printed: Thursday, March 05, 2015 10:26 AM 1 of 1
CI ® SYSTEMS
DESCRIPTIONS
ACCOUNT QUANTITY I PAID
PermitTRAK
$237.06
D14-0395 Address: 1177 ANDOVER PARK W Apn: 3523049097
$237.06
DEVELOPMENT
$237.06
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R3864
R000.345.830.00.00
0.00
$237.06
$237.06
Date Paid: Tuesday, December 30, 2014
Paid By: DAVID EKEHLE, ARCHITECT
Pay Method: CREDIT CARD 015854
Printed: Tuesday, December 30, 2014 12:19 PM 1 of 1
��YPISYSTEMS
INSPECTION RECORD
Retain a copy with permit
•SPEC ON NO. PERMIT NO.
CITY OF OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Prohct:
6,q/PL114
Type
Address: ' ,
1177 it4.6ver Tczt)tcv
Date Called:
Special Instructions: 4_n4
--E
3,,Date Wa- 13-
a.m.
Pan.
Requester:
AO V K /66
Phone No:
Iv0 Corrections required prior to approval.
Approved per applicable codes.
CA'A5kc‘ irS Vfr CtatOrbe=-4
Q r-dact-v- frt" ot 5 rcuf,
COMMENTS:
PrQ41
„AIM- (9, c Skaio ‘&.r Led
Arik 56( (is
k<....i inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
IN ION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
PIM o
Project:— c
likfrer tc Kt itsv41)
Type of Inspectipni
f-t-a(AQ(ckitidp, wet (I
'Address:
( (77 tfrldover Aqui
Date Called.
Special Instructions: #405.
AAA
Date Wanted: .../ ir.
-3 - >-(
a.m.
p.m.
Requester:
G-A4( CwA5f,
Phane No'
- 2-76 - 3 7._/ 7
Approved per applicable codes. Corrections required prior to approval.
CO
MENTS:
$t cqr-
P--- rtfeyg€1
Inspector:
410:44.000*
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection,
INSPECTION RECORD
Retain a copy with permit
IN5P CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
poi-07n-
Type of lnspction:
frr-
/
Address:
1 ( 77 'WO ti eAr rartio.
Date Called:
Special Instructions: itif4
Date Wanted:
3-0 (7 ---
a.m.
P.m.
Requester:
PqAtAr rfr
Phone No:
ele6 — 7,76 — 37-A 7
VAI
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Lq,b ire,op-t
ir&f CC:N te(C_
nspector:
Date3
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
CT
ENGINEERING
INC.
VELE COPY'
n.�r*rr..A01ei)
STRUCTURAL CALCULATIONS
Tenant Improvement - Vehicular Ramp
1177 Andover Part West
Tukwila, WA
Architect: David Kehle Architect
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206)285-4512(V)
(206) 285-0618(F)
Scope of Work: New concrete ramp from exterior grade to floor slab, 4'-0"
total raise. The side walls will be reinforced concrete, the ramp slab will be
concrete on fill.
Code: IBC
Loads: Slab
Structural Engineers
2012 edition
250 PSF (vehicular drive ways)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 2 3 2015
Ci of Tukwila
BUILDING DIVISION
12/29/2014 RECEIVED
CITY OF TUKWILA
DEC 3 0 2014
PEfMT CENTER
C T
ENGINEERING
� INC.
Project }1�WAA.c0 %,71 kevtNe,"V E'[z Oi�L
Date: 1 2g t LI
FAX;
Client: Page Number: 1 (206) 285.0618
180 Nickerson St.
Suite 302
Seattle, WA
98109
(204)285-4512
Structural Engineers
Design Maps Summary Report
Page 1 of 2
MN Design Maps Summary Report
User -Specified Input
Report Title Andover Park
Mon December 29, 2014 15:54:49 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available In 2008)
Site Coordinates 47.445°N, 122.258°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/I11
E.T apquest
USGS-Provided Output
Ss m 1.439 g
S1 = 0.536 g
SeaT
ODe' Moines
SMs
SMi =
1.439 g
0.804 g
East Renton':'S
4Htglilands``
C�•
•Kenti iztfi+4i te21 . j a MaisQuest
Sox = 0.959 g
Sol = 0.536 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1.65
1.50
1,25
1.20
1.05
0,20
0.75
0.G0
0.45
0.30
0.15
0.00
0.00 0.20 0 a0 0 60 0 SO 1 00 1.20 L.40 1.60
Period, T (sec)
1.80
1
2.00
1.10
1.00
0.90
0.80
0.70
a 0.50
0.40
0.20
0.20
0.10
0.00
Design Response Spectrum
0.00 0.20 0.40 0.40 0.90 1.00 1.20 1.40 1.00 1.00 2.00
Period, T (sec)
http://ehp2-earthquake.wr.usgs. gov/desigmnaps/us/summary.php?template=minimal&lati... 12/29/2014
2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3
Envelope Summary
ENV -SUM
2012 Washington State Energy Code Compliance Forms for Commercial. Groun R1 anti > 1 M•nru R2 & R3
Revised June 2013
Project Info
Project Address 'r E.-, Mp .
Date v2„2ci.14
1 I. 71 Ascriez. VatG,w -
For Building Department Use
- M! ton,„„,„
Applicant Name: aki Iv 1)E416 ,P'twKi 1� 1
Applicant Address: Alto ' �td pp ,A/ 'f Ali wWA "CI No i i e.
Applicant Phone: ,A.. _ q- .
Project Description
■ New Building ■ Addition V Alteration
■ Change of Occupancy/Conditioning
Compliance Path
■ Prescriptive ■ Component Performance
■ Total Building Performance
Occupancy Group
0 Commercial 0 Group R (R-1 & > 3 story R-2 and R-3)
Climate Zone
0 Climate Zone 0 Climate Zone I1 ( See WSEC 301.1 for county list)
Vertical Fenestration and
Skylight Area Calculation
If complying via the Prescriptive path,
provide values for vertical fenestration,
skylights, gross walls and roof. If
complying via the Component
Performance path, these values are auto-
filled by the ENV-UA form and cannot be
edited here.
Total Vertical Gross Exterior
Fenestration Above Grade % Vertical
(rough opening) divided by Wall Area times 100 equals Fenestration
X 100
Gross Exterior
Total Skylight divided by Roof Area times 1QQequals % Skylight
_ 1Oi cE-17_ l)
Maximum Prescriptive
Fenestration Area
Vertical m",- %-ty,Vip LIAt11CL
Fenestration "°�• ".,Iiil;`='D
Skylights JAN 2 3 2015
t
50% Floor Area in DLZ
0 More than 50% of the floor area in daylight zone per C4 2.3.1. 1cii* r
"1S r. .v Ol T(eV- , •,
Semi -Heated Path
`k�Lu1iyC, "'
DiVi . --' 1
--. --�
and has a max. heating system
for requirements.
other conditioned spaces- provide
or Component Performance compliance
spaces shall comply with
■ Project has semi -heated areas as defined per C402.1.4
• Applying wall exception to semi -heated areas
1. To be deemed semi -heated the area is heated but not cooled,
output capacity between 3.4 - 8 Btuhlft2. Refer to C402.1.4
2. Semi -heated spaces shall be documented separately from
separate compliance forms for each conditioned area type.
3. Semi -heated spaces may comply under the Prescriptive
path.
4.Envelope elements separating semi -heated from other conditioned
thermal envelope requirements for an exterior wall.
Refrigerated Spaces
freezer
of Occupancy/Conditioning
only. Compliance documentation for
in the ENV -PRESCRIPTIVE form. Refer
❑ Walk-in cooler ■ Walk-in
• Refrigerated Warehouse Cooler • Change
Refrigerated spaces shall comply under the Prescriptive Path
these areas may be combined with non -refrigerated areas
Mixed Occupancy and/or
Space Conditioning
FIB E VED
CITY OF TUKWIL A
DES 3 0 2014
Project includes more than one occupancy type and/or level
compliance forms may be required. Select all that apply to scope
of space conditioning. Multiple
of project:
0 Refrigerated Space
0 Low Energy*
and compliance forms for
■ Commercial ■ Group R1 or >3 story R2/R3
0 Fully Conditioned ■ Semi -Heated
■ Group R2/R3 < 3 story
"Low energy areas are exempt from all thermal envelope provisions
these areas are not required. Refer to C101.5.2 for exemption.
FibinvetiotwEF5 ewlvtict Nyetivfe
tL'1 3cc
2012 Washington State Energy Code Compliance Formsfor Commercial, Group RI, and > 3 story R2 and R3
Interior Lighting Summary
LGT-SUM
2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3
Revised June 2013
Project Info
Project Address iK1abige, arty _ ,
(f•
Date ', I
'z
.
1111 r ViCZN 14Vi
For Building Depa ent Use
•
Applicant Name: V tiO oey,j.i cl
Applicant Address: ibl Q Pa Ai
rr PP.
f 1t b,
Applicant Phone:
3 . c
Project Description
Alteration
• New Building • Addition
• Plans Included
Lighting Compliance
Path
0 Lighting Power Density Calculations 0 Total Building Performance
(if Total Building Performance then only LGT-CHK is required.)
Interior Lighting
Compliance Option
0 Building Area Method Q. Space -by -space Method
Interior Lighting System
Description
Briefly describe lighting
system type and features.
Additions and Change of Space Use (C101.4.3 & C101.4.4)
• Addition
area or Change of Space Use area complies with all applicable provisions as stand alone project
area or Change of Space Use area is combined with existing building lighting systems to demonstrate
with all applicable provisions
Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable lighting
per C405.2 and commissioning of lighting controls per C405.13.
• Addition
compliance
Provide
allowed
controls
Alterations, Renovations and Repairs (C101.4.3.1)
❑ 60% or
Provide
allowed
more of luminaires in space replaced
Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
and proposed (including existing) lighting wattage of project scope
60% of luminaires in space replaced
Space -by -space Method (LTG-1NT-SPACE) Compliance Form. Document existing total wattage in space and proposed
existing) lighting wattage of project scope
• Less than
Provide
(including
ballast replacement within existing luminaires only — existing total interior building wattage not increased
• Lamp and/or
installed to serve added fixtures and/or fixtures relocated to new circuit
applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific
controls (C405.2.3), and commissioning of lighting controls per C405.13
• New wiring
Provide
application
moved lighting panel
all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of
controls per C405.13. •
• New or
Provide
lighting
❑ Space is reconfigured - luminaires unchanged or moved only
Provide all applicable lighting controls as noted for New wring and commissioning of lighting controls per C405.13.
No changes are being made to the interior lighting and space use not changed.
City of Tukwila
Department of Community Development
8/6/2015
DAVID KEHLE, ARCHITECT
1913 BONAIR DR SW
SEATTLE, WA 98116
RE: Permit No. D14-0395
INTERLINE RAMP
1177 ANDOVER PK W
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 9/26/2015.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 9/26/2015, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D14-0395
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0395 DATE: 12/30/14
PROJECT NAME: INTERLINE RAMP
SITE ADDRESS: 1177 ANDOVER PK W
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
Att)Cd 1=3—'1 t-\)+-ts--
Building Division Fire Prevention ® Planning Division 110
Public Works
n< e/ 14,0 - 1`)
_ LIMINARY REVIEW:
Not Applicable
n
(no approval/review required)
Structural
Permit Coordinator
DATE: 01/01/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 01/29/15
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials:
12/18/2013
D M P CONST
Home Inicio en Espanol Contact 'Search L&I
Page 1 of 2
A-Z, Index Help My Secure MI
Safety Claims & Insurance Workplace Rights Trades & Licensing
0Washington State Department of
Labor & Industries
D M P CONST
Owner or tradesperson
POTTS, DANNY M
Principals
POTTS, DANNY M, OWNER
Doing business as
D M P CONST
WA UBI No.
601 540 788
3819 S 239TH ST
KENT, WA98032
206-824-8970
KING County
Business type
Individual
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
DMPCO**065J1
Effective — expiration
04/21/1994— 04/30/2015
Bond
Lexon Ins Co
Bond account no.
9805486
$12,000.00
Received by L&I Effective date
04/19/2011 04/18/2011
Expiration date
Until Canceled
Bond history
Insurance
........._..._._........
American States Insurance Co
Policy no.
01 CG84177700
$1,000,000.00
Received by L&I Effective date
06/30/2014 07/02/2014
Expiration date
07/02/2015
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
.............. . .........................
No license violations during the previous 6 year period.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601540788&LIC=DMPCO**065J1&SAW= 03/05/2015
BUILDING AND SITE STATISTICS:
SCOPE OF WORK: ENERGY CODE
MIXED -USE, NON -SEPARATED USES (SECTION 601):
TYPE OF CONSTRUCTION: 111-B (FULLY SPRINKLED)
501.3 IVO STORY, BUILDING IS SURROUNDED BY 60' OPEN SPACE ALL SIDES.(8,51'i USES)
UNLIMITED AREA AND UN SEPARATED USES
ASSE55OR PARCEL NUM 3ER
9432'35114
LEGAL DESCRIPTION
PARCEL B:
352304 91 POR OF SW 1/4 OF SE 1/4 OF SEC 26-23-4 4 FOR NW 1/4 OF NE 1/4 OF SEC 35-23-4
BEG AT NE COR OF NW 1/4 OF NE 1/4 SEC 35 TH N S1-44-08 W 30 FT TH N I-41-29 E ALG W
LN OF ANDOVER PARK 111115.66 FT TH N 81-55-02 W 110.1 FT TO TPOB TH 5 81-55-02 E
4401 FT TH S 1-41-29 W 114.61 FT TO AN ANGLE PT THEREIN TH 51-51-39 W 662.19 FT TH N
81-55-02 W 4401 FT TH NLY IN A STRAIGHT LN 191 FT TO TPOB LESS WLY 216.6 FT
EXISTING TENANT SPACE
NO WORK
_ 1}-.--H
.-... •1f" -" 1
BUILDING CODE:
ZONING:
SITE AREA: APPROX
EXISTING BLDG.
(OFFICE 10,618, LIME 65232)
TENANT SPACE: 1023 SP.
OFFICE.
AREA OF WORK: 300 SF. EXTERIOR. RAMP
OCCUPANCY GROUPS AND LOADS:
B (OFFICE) 1,810 SF. / 100 ■
S-1(WAREHOUSE) 16,544 SF. / 500 ■
TOTAL. OCCUPANTS
IBC 2012 W/ WA STATE AMENDMENTS
TUC (TUKWILA URBAN CENTER)
215,015 SF. (494 AC)
950550 SF.
10913 SF
13 OCCUPANTS
33 OCCUPANTS
52 OCCIPANTS
TYPE OF CONSTRUCTION: III-5 (FULLY SPRINKLED)
PARKING: NO CHANGES
REQUIRED PARKING :OVERALL BUILDING
OFFICE: 8,318.4 SF. a 3.0/1000 : 25.0 FACES
RETAIL: 14,641.0 SF. a 2.5/1000 = 36.6 SPACES
WHSE: 63,555.6 SF. a 1.0/2000 = 41.8 FACES
103 SPACES
PARKING SPACES PROVIDED: NO CHANGES
125 EXISTING PARKING SPACES (NO CHANGE)
AREA OF
WORK
TENANT AREALI =-
INTERLINE
EX DEMISING WALL
TT' ® T V
EXISTING TENANT SPACE
NO WORK
11— - -R- — —rl-- -R- — —I1— — -H-
11---4F--U---H---U---1}
AIII!l lIlir
— —n— — -H- — —rl-- — -H- — —n-
- -11-- +H---iI---H---il—
INSTALL NEW EXTERIOR CONCRETE RAMP WITH SIDE WALLS
IN FRONT OF EXISTING OVERHEAD DOOR.
SEFE 4TE PERMITS: NOT REQUIRED
OWNER
CALWAEST kIDUSTRIAL HOLDINGS LLC
C/O KIDDER MATHEWS
631 STRANDER BLVD., SUITE G
TIKLIILA, WA 98188
PH: 253-893-1156
FX: 206-515-0121
V
0
- -H- - -il- -- -A- — —H — — A- —
— --1J--1---11--—
SITE PLAN
SCALE: w = 30
FILE COPY
Permit No. V I t O 46
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Fie i t opy and coniitions is acknowledged:
Date:
luaNu
City of Tukwila
BUILDING DIVISION
SEPARATE PERMIT
REQUIRED FOR:
lid Mechanical
El Electrical
Plumbing
al Gas Piping
City of Tukwila
BUZi,`y,^:,; , DIVISION
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: n submittal
may Revisions includell additional require
add ional plan rev ew fees.
andY
S OT5TO5' W 797.00'
V
V
EXISTING TENANT SPACE
N0 WORK
❑I=I±=❑ ❑f❑I❑
❑Z=I =❑ CIS=❑I❑
ELI= ❑I=I L❑ CIS=❑ID
r--I---I--T-
-�--i— i--r---i---1--
L_L-1—�—J--I—IL_ L—L—_L
1
VN l
NO CHANGES TO BUILDING ENVELOPE
NO CHANGES TO EXISTING LIGHTING.
VICINITY MAP
SCALE: N.T.S.
BLDG E
BLDG D
Q
a
BLDG C
% //B//
LPG 6
BUILDING A
ANDOVER PARK WEST
6) KEY SITE PLAN
BCALE�NLB. SCALE: N.T.S.
EXISTING TENANT SPACE
NO WORK
==
SEP".26 2015
•
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 2 32015
Cit of Tukwila
BUILDING DIVISION
EXISTING TENANT SPACE
NO WORK
Star I
1l
ber
m
Cry g
Q
E
RECEIVED
CITY OF TUKWILA
DEC 3 0 2014
PERMIT CENTER
piLVO3c S
0225 GVA
0
9
N
DESCRIPTION
3
111
w
3
0
}-
CO
tb
UJ
0-
0
g-
CD
m
CNI
N O)
0000
t�0
am- N
co CO
00.
w
0x.
0_�
0 co
o _ ,r-
rr
Q?
Z
Ooo
CO
r-Q
N—Mrn
0
C4
W
z
a
a
z
11
A PROPOSED TENANT IMPROVEMENT FOR
ST BUSINESS
SOUTHCENTER
=1
EXISTING OFFICES
NO CHANGES
a
.
Jo
J
0
■
.
EXISTING PAWING
NO CHANGES
EXISTING
RESTROOMS NO
CHANGES
1M INTERLINE
14W-0`
■
.
■
.
■
•
NEW CONCRETE RAMP
AREA OF WORT(
GEE BLOW tP T-2
EX OFFICES
NO CHANGE
EX. WAREHOUSE
■
■
DOCK HIGH DOCK HIGH
EXISTING SHEAR WALL
TO REMAIN
1111 C1-1AMP4
NO CHANGES
.
��� _.- .Q-- II I) II II II I'I II
A
II II II a II II
DOCK HIGH
DOCK HIGH
ic
I X I
•
CONSTRUCT NEW
DEMISING WALL
LA
EX. WAREHOUSE
.
1169 EX. KOTIS
NO C114NC ES
.
EXISTING
ELECTRICAL
EX. OFFICES
NO CHANGE
■
EX. WAREHOUSE
.
R.
Ix'
LA
1161 EX. KOTIS
NO CHANGES
■
.
DOCK HIGH
DRIVE
1
S 01°51'03" W 797.00'
OCK HIGH
DRIVE IN
v
■
EXISTING SHEAR WALL
TO REMAIN
■
X7LA
•
•
DOCK HIGH
V V
EX. WAREHOUSE
1165 EXISTING KOTIS
NO CI-1ANGE5
■
.
.
LA
IXI
ILA
oC 70
AGO'
-^A---U------11---—
II II II II II
1169
100 LP CCt1104 PATH OF TRAVEL
t0 EXIT PA1HIU4Y
13
II II II II II
116-1
_1Ek_--_1_. `-�=a=_____
rII I I I I I I II II I I I I I II
_______1:p===1====i=======tr_—=___ t#=====-
01165 21
OVERALL FLOOR PLAN: INTERLINE DEMO
NORTH SCALE: inW:r-o.
GoR-gva-
JAB232r'
city TulcwIla
of
BUILDING DIVISION
.S '`.26 2005
I LI-- 0,3 9'5 -w*
RECEIVED
CITY OF TUKWILA
DEC 3 0 2014
PEERIVET CENTER
0225 GVA
DESCRIPTION
r`O)
rnIn
00 00
14-3
am- N
(0 (0
00
w
zc
0L
A PROPOSED TENANT IMPROVEMENT FOR: INTERLINE RAMP
S o UTHC ENTER
W
xw
0
'N
w2
0
0_'
ctm
—‹
Q,
Z
or
mJ
F-00
(oQ
mw
'-tern
C:1Documents and Settings\AII Users\Dacuments\CAD1200210225 GVA-KM\Southcenter West Business Park11177 INTERLINE 12-02-141RAMPISD-1 T-1 ADD EXIT.rrwn T.1 19/ J9n1e.11.)7.10 ARA
0
NI
49'-5"
EX.
OFFICE
EX.
OFFICE
-J EX.
OPEN
OFFICE
0
■
EX.
OFFICE
■
EXISTING OFFICE TO REMAIN
1$19 5F4i1/100• 19 OCC.
SINGLE EXIT
O 0
EX.
RESTROOMS
AREA CF WORK
MEW C4 Ratio
III UP
• ■
EXISTING WAREHOUSE
MD MANUFACTURING
11,36-1 SPARER OFFICE DEMO 0I/500= 35 OCC.
TWO EXIT DUE TO TRAVEL DISTANCES
■ ■
NORTH
EXISTING MAN DOOR
WITH STAIRS ADJACENT
EXISTING ASPHALT
OVERALL FLOOR PLAN: INTERLINE RAMP PLAN
NO CHANGES TO MEMOIR WACO
EXISTING OVERHEAD DOOR
WITH STEEL TUBE MULLION
NEW CONCRETE RAMP
WITH SIDE WALLS
DOOR SC1-4EULE: EXISTING NO CHANGES
El EX. 3'4' STOREFRONT ENTRY DOOR, PADDLE EXIT
E23 EX. 3'XT N. MIL DOOR AND JAMB, LOCKSET (ISNIDE I-IANPLE TURNS FREELY TO EXIT)
E2-6 EX. 8'XI0' DOCK 14ICN DOORS
E1-13, EX. 3'X1' 5C WOOD DOOR AND UJOOD JAMB, LOCKSET OR LATCNSET
11
E14,15 EX. 3'X1' SC WOOD DOOR AND WOOD JAMB, PRIVACY LOCK
E1, EX. PAIR 3'4V SC WOOD DOOR AND WOOD JAMB, LATCI-!SETS
E18-21 EX. 3'4' SC WOOD DOORS AND UJOOD JAMB, TO BE REMOVED
CONCRETE VERTICAL WALL
REINFORCED, PAINTED, SACK
AND FILL VOIDS, CHAMFER TOP
6" CONCRETE SLAB REINFORCED WITH
04'S AT 12" O.C. E.W. DOWEL TO SIDE WALL
COMPACTED STRUCTURAL FILL
MIN. 95% COMPACTION (ALTERNATE
STRUCTURAL FOAM)
PUNCH HOLDS OIR BREAK UP EXISTING
ASPHALT UNDER RAMP
WALL HEIGHT ABOVE RAMP IS 42" UNTIL GROUND
LEVEL AND RAMP GET TO 30" THEN WALL TO
GO TO If ABOVE, RAMP
PROVIDE MEP HOLES AT 4' O.C.
AT BASE OF CONCRETE WALLS
PATCH BACK ASPHALT TO EXISTING
ASPHALT AND TO WALL. PROVIDE LIQUID
ASPHALT AT PATCH LINE
NEW CCNCRE PE RAMP 6" SLAB WITH
4'8 AT 12" O.C. E.W WITH
CONCRETE SIDES
10"-0"
NORT1-4
INTERLINE RAMP BLOW UP PLAN
SCALE: 1/8":1'-0'
EXISTING TILT UP CONCRETE WALL
WITH EXISTING OVERHEAD DOORS
EXISTING OVERHEAD DOORS
NEW CONCRETE RAMP WITH CONCRETE
SIDE WALLS (42" ABOVE RAMP AT 30" OR ABOVE
GRADE CHANGE, 12" ABOVE RAMP A1130" AT BELOW
CONCRETE RAMP SURFACE -
EXISTING ASPHALT
PATCH AT NEW RAMP
AND WALLS
PUNCH THE EXISTING ASPHALT UNDER THE NEW
RAMP, AND THEN IN FILL BENEATH THE RAMP
WITH COMPACTED STRUCTURAL FILL OR RIGID FOAM
STRRCTURAL BLOCKS
.SER26 2i5
01/4.5 9 s
REVIE\NED FOR
CODE COMPLIANCE.
JAB 2 3 2015
City of Tul( ►i1a
BUILDING••ar DIVISION
NECE VED
CITY OF TUKWILA
DEC 3 0 2014
0226 GVA
W
a
w
i
I
N
w
Q
m
LU
DESCRIPTION
}
N
0) PO
03 00
N
00
N N
w
OX
C
A PROPOSED TENANT IMPROVEMENT FOR: INTERLINE
S O UTHC E NTE R
FRONT ELEVATION OF RAMP
SCALE: 1/1",1'0"
SECTION OF RAMP
SCALE: 3/4°=11_0"�
SIDE ELEVATION OF RAMP
SCALE: I/4":I'-0"
C:\Documents and Settinds\ARI Users\Documents\CAD12norAn225 (VA-KM1Snilthr antur Mutt
N''ERcvni CENTER
Rutinnee DsrI, ll77IAITCDI IAIC 49 An 4A CIAI1rten 4
T A A11,1 FVI•F 1
1000 GENERAL
3000 CONCRETE
1001 GENERAL REQUIREMENTS
THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY
3001 REINFORCING STEEL
REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318-
10'-0"
THE DRAWINGS, NOTES, SPECIFICATIONS, SITE
STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
J' J'
DISCREPANCY FOUND BETWEEN
CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT
WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER
DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER
TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND
DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS, PIPES, ETC. NOT
11. REINFORCING
ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY
ASTM A-615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER
ASTM A-706 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR ALL WELDABLE BARS
ASTM A-185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC.
a
4
S1.0
—�
allO►'
1
S1.0
�,
SHOWN.
THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY
CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING
ERECTION. ' BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE
PROPERLY SUPPORTED.
REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W 1.4XW I.4 WELDED WIRE FABRIC
UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES MINIMUM 36 BAR DIAME I'ERS.
REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS
AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED.
NOTED
I— — f — — —I
�- 6" CONCRETE WALL
,�►,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK
COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE:
(F1.10)
S.J.
(F1.10)
INCLUDING BUT NOT LIMITED TO EXCAVATION, SHORING, AND OTHER WORK WITH ALL
UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO
CONCRETE CAST AGAINST EARTH
ALL BAR SIZES 3"
FORMED SURFACE EXPOSED TO EARTH OR WEATHER
2-#4 CONT. BOT.
3
S1.0
NEW RAMP
6" CONCRETE SLAB
ANY WORK AT 1-800-424-5555.
#5 AND SMALLER 1 1/2"
2" CHAMFER 6" CONCRETE SLAB
b,
L
L J
W/#4 0 12"OC EACH WAY
1002 CODE REQUIREMENTS
RE PLAN FOR
M
r
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL
REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN
PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD
BENT EXCEPT AS NOTED IN THE DESIGN DRAWINGS: WELDING OF REINFORCING STEEL
ASPHALT
RE ARCH REINFORCING
S J
1 (E) STEEL STAIRS
BUILDING CODE AS ADOPTED BY THE LOCAL JURISDICTION.
SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD
EXCEPT ON THE DESIGN DRAWINGS.
r..............::_
_
- - -
a
AS NOTED
M ...
of
(F2.9)
�F2.9�
r-
1003 DESIGN LIVE LOADS / DATA
#4 0 18 O.C.
3100 CAST -IN -PLACE CONCRETE
2'-0"
LIVE LOADS
FLOOR
RAMP SLAB 250 PSF
CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE
STANDARD ACI 318-11 `BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
1
-0
-
-
WIND DESIGN DATA
BASIC WIND SPEED 110MPH (3 SECOND GUST)
WIND IMPORTANCE FACTOR Iw = 1.0
WIND EXPOSURE EXPOSURE B
TOPOGRAPHIC FACTOR Kt = 1.00
CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL
BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-11
SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR
ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER
SOLUBLE CHLORIDE ION SHALL NOT BE USED.
SCALE 3/4" =1'-0"
(E) BUILDING
2
51.0
�-
COMPONENT &SSURE CLADDING COEFFICIENT P(c)1= 25 P SF8
THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR
1
T 1�/
fD
CAL
I C A
L
EXTERIOR
'
(;
SLAB
EDGE
WIND PRESSURE
APPROVAL FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE
EARTHQUAKE DESIGN DATA
SEISMIC IMPORTANCE FACTOR Ie = 1.0
OCCUPANCY CATEGORY II
SPECTRAL RESPONSE ACCELERATIONS Ss = 1.49; S1 = 0.536
SITE CLASS SITE CLASS D
REVIEWED FOR CONFORMANCE TO IBC SECTIONS 1904 AND 1905.
CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS:
(1) 28 DAY STRENGTH fc [PSI] (2) MAX. WATER / CEMENT RATIO (3) MAX. SLUMP [IN] (4)
AIR ENTRAINMENT SPECIAL INSPECTION REQUIRED MIN. 90 LB SACKS OF
Ramp
Foundation
Plan
SD1 = 0.536
[%] (5) (6)
(2) #4 CONT.
1
ISSI
L>'
SPECTRAL RESPONSE COEFFICIENTS SDS = 0.959;
SEISMIC DESIGN CATEGORY D
1004 GEOTECHNICAL INVESTIGATION
CEMENT (7) LOCATION AND APPLICATION.
(1) (2) (3) (4) (5) (6) (7)
3000 0.50 5 +/- 1 0 +/-1 YES 5 ALL CONCRETE
ONE COMPRESSION TEST MINIMUM SHALL BE COMPLETED FOR EVERY 150 CUBIC YARDS
#4x1
SET W/EPDXY
5" SLAB
...\\_—
-8�� DOWEL
0 18,�
OC
N
I
E
O CONCRETE WALL
f
(E) CONCRETE SLAB
7-
SCALE: 1 /8" = 1'-O"
REFER TO ARCHITECT FOR LOCATION OF RAMP.
EARTHWORK AND FOUNDATIONS SHALL BE CONSISTENT WITH THE GEOTECHNICAL
OR 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A
TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME
8"
L.-L L
=
=
Foundation
Schedule
ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS SHALL BE FOUNDED ON
SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE
\
i 1_:I 11:.. 1
COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED B Y THE
GEOTECHNICAL ENGINEER.
FOR INFORMATION REGARDING POST TENSIONING, FORM REMOVAL STRENGTH
DEVELOPMENT, OR OTHER PURPOSES. CONCRETE SHALL BE ACCEPTABLE IF:
I
MARK
DEPTH
WIDTH
REINFORCING
DETAILS
1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH
$ "
(F1.10)
CONT.
':
10"
1'-10"
(2) #5 BOTTOM
FOUNDATIONS SHALL BE SUPPORTED ON SPREAD FOOTINGS. ASSUMED ALLOWABLE
2. THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL BELOW
BEARING CAPACITY IS 2,000 PSF.
THE SPECIFIED STRENGTH.
NOT THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER
COMPACTED STRUCTURAL FILL
4"
_..._...
(F2.9)
10"
2'-9"
(3) #5 CONT. BOTTOM
CONCRETE MEETING
MIN. 95% COMPACTION
I
DESIGN PARAMETERS ARE AS FOLLOWS:
ACTIVE EARTH PRESSURE (YIELDING) 35 PCF
TESTING ATNO ADDITIONAL EXPENSE TO THE OWNER.
(ALTERNATE STRUCTURAL FOAM)
PASSIVE EARTH PRESSURE 150 PCF (ALLOWABLE)
CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR % INCH IF NOT
COEFFICIENT OF FRICTION 0.35 (ALLOWABLE)
SOIL PROFILE SITE CLASS D
SPECIFIED BY THE ARCHITECT.
I
1005 REQUIRED SUBMITTAL PROCEDURES
THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO THE ENGINEER OF
8000 POST INSTALLED ANCHORS — SIMPSON STRONG —TIE
, I.........
; ; _ I
: ,..._..
-
RECORD FOR APPROVAL FOUR WEEKS PRIOR TO POUR OF CONCRETE OR FABRICATION.
SHOP DRAWINGS
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND
8100 EPDXY ADHESIVE ANCHORS
CONCRETE
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP
EPDXY SPECIFIED IN THE DRAWINGS SHALL BE SIMPSON STRONG -TIE SET-XP EPDXY
SCALE: 3/4" = t'-0"
DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW
DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED
ADHESIVE. ANCHOR ROD, THREADED ROD, OR REINFORCING DIAME 1'ER AND
EMBEDMENT PER PLAN. AS A MINIMUM PERIODIC SPECIAL INSPECTION IS REQUIRED PER
SECTION
WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED
SECTION 4.4 OF ESR-2508.
ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION
FOR APPROVAL PRIOR TO FABRICATION.
SHOP DRAWINGS ARE REQUIRED FOR: CONCRETE REINFORCEMENT
CONCRETE MIX DESIGN
RE: SECTION 3100
REFER ARCH.
R
REMEO PL"CE
,0 Q
1006 CODE REQUIRED SPECIAL INSPECTIONS
FOR TOP ;OF
WALL ELEVATION
��
6" CONCRETE VERTICAL
APPR°�
JAA 3 2$315
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS
REQUIRED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS
REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT
SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR
ITEMS NOTED IN IBC SECTION 1705.
in
TOP OF WALL
•
WALL
REINFORCED, PAINTED, SACK
AND FILL VOIDS, CHAMFER TOP
0{ i�%�Ii
1 ����
ITEMS REQUIRED;
SOILS
CONCRETE
0 SIM. \
-
�i
xit,/ `
)
EPDXY DOWELS
4'
#4x2'-6" DOWEL 12"OC
E TILT -UP
( )
SET W/EPDXY
S 2615
CONCRETE WALL
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED
AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH
- - _-
\
- _ =-_ = = �-_
\
_
•
-
(2) #4 CONT.
.SEP, 2
THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS.
12"OC HORIZ.
A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION
OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING
#4 0
0 18"OC VERT.
FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS
BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF
#5
-,.... " 1.«... "..'"'"'""i'"e"
' ��
19 -0
(E) OVERHEAD
� DOORS
THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT HERE THE FABRICATOR IS
STRUCTURAL FILL
"
/
11 -0
REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN
ACCORDANCE WITH IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION
AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS
COMPACTED
MIN. 95% COMPACTION
(ALTERNATE STRUCTURAL FOAM)
PROVIDE WEEP HOLES 0 48 OC
AT BASE OF CONCRETE WALL
NEW
/
IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES
PATCH BACK ASPHALT TO
CONCRETE RAMP
THAT THE INSPECTOR BE ONSITE AT ALL TIlVIES THAT WORK REQUIRING SPECIAL
INSPECTION IS PERFORMED.
PUNCH HOLES OR BREAK UP
EXISTING ASPHALT UNDER RAMP
_i_
EXISTING ASPHALT
PROVIDE UQUID
PATCH LINE.
AND TO WALL.
ASPHALT AT
W/CONCRETE SIDE WALLS
(42" ABOVE RAMP AT 30" OR ABOVE GRADE
CHANGE, 12" ABOVE RAMP AT 30" AT BELOW).
•
-" -c-- r- - r 1
- - - -I I- I ( r —I
4
;
ASPHALT PATCH
j-I-
I--
.
,,
1 —0 "
(E)
AT NEW RAMP AND WALLS
6" CONCRETE RAMP _
BEYOND - -
- - -I-_-I--_i_
, J - '� --� - "I
#4x2 -6 DOWEL
10"
\
t;-0;
E — 1 1I I _ I I I I
L L
TO WALL BELOW
=--
•
,'
,
\
- —1= —�--�-_
— —1 — — — _.
—I _ �_�--� — ..L.
- 1 �� T 1' T T I I r r 1
1-0�_
1 ( I 1 I I
�-==+— —--r--I-- —--I---I- — — ——t--�-- —t—
SLAB ONLY
- -4 -a -I -( -I -4 .__l -4 4- 4- 4-
REINFORCING10"
��
RE: SCHEDULE
� RE SCHEDULE
6"
8"
/
RE: SCHEDULE
/
(E) FTG
IVED/
PUNCH THE EXISTING ASPHALT UNDER THE NEW RAMP, RECEIVED
SCALE: 3/4" = 1'-0"
/
AND THEN IN FILL BENEATH THE RAMP W/COMPACTED
STRUCTURAL FILL OR RIGID FOAM STRUCTURAL BLOCKS. b
SCALE 1/4" = 1'-0"
CITY E?F li 4 .J
1.4 DEC 3 0 201
3
SECTION
4
SECTIONPERMIT
CENTER
4
12/29/14
FILE: 14342S10
't
PERMIT SUBMITTAL
4
ti
O
cp
PLOT: 12/29/14
CAD: JMA
ENGR: CJM
z