HomeMy WebLinkAboutPermit D05-379 - IRON MOUNTAIN - CONCRETE PITIRON MOUNTAIN
3225 S 116 ST
DOS -379
Z
QI-
F Z.
W
6
JU
0
N
W =
WO
W Q.
N �.
= d.
f_W
• Zx
• I-
Z
ul
U �
O 5.
o
Wuj
- U
0
•• Z
W
O ~;
z
City O. Tukwila
Steven M. Mullet, Mayor
Departinent of Canntttitity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 0923049066 Permit Number:
Address: 3225 S 116 ST TUKW Issue Date:
Suite No: Permit Expires On:
Tenant:
Name: IRON MOUNTAIN
Address: 3225 S 116 ST, STE 133, TUKWILA WA
:61�Li
Steve Lancaster, Director
DOS -379
11/10/2005
05/09/2006
Name: AMB INSTITUTIONAL ALLIANCE
Phone:
Address: C/O MCELROY GEORGE & ASSOC, 3131 S VAUGHN WAY STE 301
Contact Person:
Name: DAVID KEHLE
Phone: 206 433 -8997
Address: 12720 GATEWAY DR #116, SEATTLE WA
Contractor:
Name: GOUDY CONSTRUCTION COMPANY
Phone: 425 455 -1255
Address: PO BOX 53108, BELLEVUE WA
Contractor License No: GOUDYCCO24QW
Expiration Date: 11/13/2006
DESCRIPTION OF WORK:
REMOVE PORTION OF EXISTING SLAB, EXCAVATE FOR NEW 19' X 67' CONCRETE PIT X 4' DEEP
Value of Construction: $15,000.00
Fees Collected: $518.28
Type of Fire Protection: SPRINKLERS
International Building Code Edition: 2003
Type of Construction: III -B
Occupancy per IBC: 0008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number:
0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time:
End Time:
Land Altering: N Volumes:
Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time:
End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private:
Public:
Storm Drainage: N
Street Use: N Profit:
N Non - Profit: N
Water Main Extension: N Private:
Public:
Water Meter: N
Z
w
D
00
NO
J =
Co L
w
LLQ
co D
=
�w
Z
F— 0
Z~
w
U
ON
O I—
w
u' O
..Z
w
U=
O
Z
doc: IBC- Permit D05 -379 Printed: 11 -10 -2005
City O. Tukwila
Steven M. Mullet, Mayor
Departtitettt of Cotttrrivaity Developtuew
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tulnvila.wa.us
Permit Number:
Issue Date:
Permit Expires On:
Steve Lancaster, Director
DO5 -379
11/10/2005
05/09/2006
Permit Center Authorized Signature: a r L A Date 1111 b Ip
I hereby certify that I have read and lxmlkejd 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
regulating construct or the perfor
Signature:
ie to give authority to violate or cancel the provisions of any other state or local laws
of work. I am authorized to sign and obtain this development permit.
Date: &- Zo • ,25 —
Print Name: —se-- )C
C
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
Z
iF' Z
�W
JU
UO
NO
J
CO) LL
W O
U- Q
cl)
=W
Z �.
E O
w
U� UJ
O�
o�-
W W.
rr L).
O
.• Z
w
U ='
O F-
Z
doc: IBC- Permit D05 -379 Printed: 11 -10 -2005
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0923049066 Permit Number DOS -379
Address: 3225 S 116 ST TUKW Status: ISSUED
Suite No: Applied Date: 10/26/2005
Tenant: IRON MOUNTAIN Issue Date: 11/10/2005
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: The special inspections and verifications for concrete construction shall be required.
i 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
6: 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.
7: 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.
8: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, 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: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
11: 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.
* *continued on next page **
doc: Conditions D05 -379 Printed: 11 -10 -2005
z
z
�w
2
D
00
CO 0
J
N LL
wO
LQ
Cl
F - w
z
F- 0
z F--
LU
U
0�
o }-
wW
F�
U- O
w z
U=
O
z
lace
Q C ity of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws
regulating construction or the performance of work.
Signature:
Date: ZZ /D • ® f
Print Name: /� LAP vas
r
i
i
1
f
1
zz
w
D
U
CO O
J =
�LL
W O
U-
Cf)
W 0,
W
z�
�o
z �-
M5
Ua
O N:
o ff
WW
H
LL H
O
.z
W
U
O~
z
< O
CITY OF TUKWILA
Building Pen No. �� I
Mechanical Permit No.
Public Works Permit No.
Project No.
use
Applications and plans must be complete in order to be accep foLplan review.
Applications wilYnot be accepted through the; or by fax.'-
* *Please Print **
SITE LOCATION
0°230 -C�oS
King Co Assessor's Tax No.:
Site Address: 3225 < '8A Il cm 1 Suite Number: 122 Floor: " P -
Tenant Name: I►,,,� I 1 New Tenant: ...... Yes No
Property Owners Name: 4,M 6 ce-p1P ,��o RS H' .&LI— SSC`I/
Mailing Address: S�
City State Zip
CONTACT PERSON
Name: QWt-n Vy -I Lz7 ,dt w-i6k ITeca Day Telephone: 20 4n - 433 •$
Mailing Address (Z"1ZU Gt?c?EI Y �(� -`- I li Lt ►Jkl
City State Zip
E -Mail Address: d k e (,X (e @ J ke(AJe a. rcfn - Go r`t Fax Number:
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: ;;, otapV oJSI'2a.tL4'10�
Mailing Address: 9 60X S 3 In P, R r- Lt, rULi r WA q8 l
\\ City State Zip
Contact Person. SP-4 I CIF— Day Telephone:
E -Mail Address: brt a 1 b r,k -- 0b V e �•^� M Fax Number: 25 Z
Contractor Registration Number: el Q GL o 1 Qta N Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Community Developme, -)epartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Company Name: D&Q F« 1-kUF
Mailing Address: irz-A -t
City State Zip
Contact Person: Day Telephone:
E -Mail Address: A ke.(A It 9 JKG (&1e-gx A - cgovy. Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: 2,1Cg 4eo # AQ �r 46 Sp L t!V L
Mailing Address: 1(o0 4VC, +� 3 SE 'xt L� ►�' �$1�-Z
City State Zip
Contact Person: lzla r1✓p Ayes z Day Telephone: Zo 32'x- .,1607
E -Mail Address: Fax Number: Zcg6 32± ?, 9 —
tapplieadom- Opernih application (7 -2004)
Pond 1
� .1,,, xl,: , v-F..e 3S+wi:�... url..:v_� S.+ li tii .�..�l�yJw+.w::1�'.i4M45wiu:." S.tr.� :k: 1' � .�i4.11(:I �+i�SJii.LY'yF.lt /jL J.Y}S�VSL4� � /q'� t r /��� y�p�.
Z
'~ W
JU
UO
0
W=
F-
S2 LL
WO
UQ
=
�W
Z
�- O
W F-
W
U
O-
0 F-
W
I=— F-
LL O
LLI Z
U=
0 F-
Z
l BUILDING PERMIT INFORMATION - 206431 -3670
Valuation of Project (contractor's bid price): $ lS tnc-�o Existing Building Valuation: $ 1,,c>_-,r),n` -gi
Scope of Work (please provide detailed information): 2C PciZ c_-f 6 k36-y SGAr6 r�j „/ , � Te-
EQ t045I.J 1°, o • y C. 2” e, .) " U —P tr k - 4'deeP .
Will there be new rack storage? ❑ .. Yes No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
r h'tC
LSfi
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, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: GY. , 30CAO-jc4r)- Compact: Handicap:
Will there be a change in use? ❑..... Yes -1 No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
..Sprinklers []..Automatic Fire Alarm ❑...None ... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ... Yes 4...No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material-Safety Data Sheets.
�ipplicationa\pertnit application (7.2004)
Par. 7
1.:.'.i • • .:::.4..i.'.+.+..1::.:... a +.al�.ui.ftii,.a.u�! ytiwp.:ii,.i.;ii W'.; vl:.l nJ. 4ti. 4J3: i.):-` r�2'.': s: CMM:, Glrw. v�kxu: CriM .F<+.i�E�i".ule::it...:+.::�si1 . s. VSl J.:.: a.'.U ;.3tuv''ii:j{fiv!(�F.L'+ �'Xt4�6'Cl l+..• L1 ,w.(n
ZZ
W
JU
UO
W =
H
CO LL
WO
UQ
=
F. W
Z =
HO
Z F—
W
W
U�
O�
o�_
W W
F— H
LL O
Z
W
CO
O
Z
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
1 Floor OFPCC=
2 33
g sP.
S
2 Floor o'FI_(C4
p'9�
�•
A5- I
Floor SAM; -{o,bb
ZZ� s C�
ZS 5
S—
Floors thru
_
Basement
` /�
Accessory Structure*
f-i
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, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: GY. , 30CAO-jc4r)- Compact: Handicap:
Will there be a change in use? ❑..... Yes -1 No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
..Sprinklers []..Automatic Fire Alarm ❑...None ... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ... Yes 4...No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material-Safety Data Sheets.
�ipplicationa\pertnit application (7.2004)
Par. 7
1.:.'.i • • .:::.4..i.'.+.+..1::.:... a +.al�.ui.ftii,.a.u�! ytiwp.:ii,.i.;ii W'.; vl:.l nJ. 4ti. 4J3: i.):-` r�2'.': s: CMM:, Glrw. v�kxu: CriM .F<+.i�E�i".ule::it...:+.::�si1 . s. VSl J.:.: a.'.U ;.3tuv''ii:j{fiv!(�F.L'+ �'Xt4�6'Cl l+..• L1 ,w.(n
ZZ
W
JU
UO
W =
H
CO LL
WO
UQ
=
F. W
Z =
HO
Z F—
W
W
U�
O�
o�_
W W
F— H
LL O
Z
W
CO
O
Z
, MECHANICAL PEILMIT INF0`k4 IATION — 206431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City Slate Zip
Contact Person: Day Telephone:
E -'.Mail Address: Fax Number:_
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance"
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Residential: New .....0 Replacement ..... ❑
Commercial: New .....0 Replacement .....❑
F uel Type Electric ...... Gas..... Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler/Compressor:
Qty
Furnace <100K BTU
Air Handling Unit >I0,000
CFNI
Fire Damper
0-3 HP /100,000 BTU
Furnace >100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
Thermostat
15 -30 HP /1.000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
Wood/Gas Stove
30-50 HP /1,750,000 BTU
Appliance Vent
Hood
Water Heater
50� HP /1,750,000 BTU
Heat/Refrig/Coolin-
System
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFNf
Incinerator - Comm/Ind
Other Mechanical
- Equipment
PERMIIT APPLICATION NOTES — Applicable to all permits in this application
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.
I HEREBY CERTIFY THAT I HAVE READ AND EXANIINED THIS APPLICATION AND KINOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I ANI AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR A ORIZED AGENT:
I '
Signature: Date: I d - 24
i
Print Name: 1 ]L P. Day Telephone: 7o c._ q 33 - S&)' 7
Mailing Address 17,12c) 4 V 15 III Slfg�'T1"LE_
° 5 P---. 16$
CiLV state Zip
Date Application Accepted: Date Application Expires: stag Initials:
Io W [04)
\applications\permit application (7 -2004)
P�nw d
"i -.��� -
� .« .• +» r..o, ww1G�, +m•.i..n,co'K: «,.�yur1 : #Fk ' :tila-u:a�v' • ... .. , • ai3.lii✓2w�. ` 4Na` ,4Waiidt;:T� +� � '1d� i.
IL4
Z
~ W
JU
UO
N
J =
to L
WO
UQ
2
F_ W
Z
H O
Z F-
W
5
U�
O-
O F_
W
H�
— 0
.Z
W
U=
O
Z
AMA
w
:... Q City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 0923049066
I Address: 3225 S 116 ST TUKW
Suite No:
Applicant: IRON MOUNTAIN
Permit Number:
Status:
Applied Date:
Issue Date:
DOS-379
APPROVED
10/26/2005
1
Receipt No.: ROS -01641
Payment Amount:
315.88
Initials: JEM
Payment Date:
11/10/2005 02 :58 PM
User ID: 1165
Balance:
$0.00
Payee: GOUDY CONSTRUCTION COMPANY
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 10529
315.88
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - NONRES 000/322.100 311.38
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 315.88
0
z
Z
�w
QQ
JU
00
U
w=
J H
S2 LL
w
L Q
=
�w
z
t-
i-- O
z F-
w
w
U�
ON
0 H
w
�
111
U=
O
z
9259 : l/14 X17.16 TOT,)L 315. 88
doc: Receipt Printed: 11 -10 -2005
ti
fQ City o f Tukwl l a
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
RECEIPT
Parcel No.: 0923049066 Permit Number D05 -379
Address: 3225 S 116 ST TUKW Status: PENDING
Suite No: Applied Date: 10/26/2005
Applicant: IRON MOUNTAIN Issue Date:
Receipt No.: R05 -01563 Payment Amount:
Initials: 3EM Payment Date:
User ID: 1165 Balance:
Payee: DAVID KEHLE ARCHITECT
I
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- ---------------------- - - - -'- -----------
Payment Check 16961 202.40
202.40
10/26/2005 04:29 PM
$315.88
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - NONRES 000/345.830 202.40
Total: 202.40
{
I
I
doc: Receipt
8687 10/2 i : T'0T! -1L 438-
Printed: 1
11�
z
W
JU
UO
Cl) 0
J =
H
Cf) U.
w�
1
Cj)
z F..
F- O.
w
�o
O —
o tr-
wW
�U
13-O
LLI z
co
v
o�
z
INSPECTION RECORD
Retain a copy with permit bo 5
INSPECTION NO. PER 0
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3670
i.
Project: Type of Inspection:
ArIefracce Date Called:
S Approved per applicable codes. Corrections required prior to approval.
Z
Z
W
JU
L) 0
CO 0
U) LLJ
W
LL
LL
M
i
LLJ
0
W IL W
co
0
0 I-
W LLJ
LL 0
Z
co
F-
o
Z
Special Instructions:
Date Wanted: a.M,
Requester:
/J� ���
.12
Phone No:
!
'
S Approved per applicable codes. Corrections required prior to approval.
Z
Z
W
JU
L) 0
CO 0
U) LLJ
W
LL
LL
M
i
LLJ
0
W IL W
co
0
0 I-
W LLJ
LL 0
Z
co
F-
o
Z
❑ Approved per applicable codes. ❑ Corrections required prior to approval.
Inspect V. uate:
5 00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be
p d at 6300 Southcenter BI ., Suite 100. Call to secheclule reinspection
lor- delp No.: Date:
k
z
�W
QQ�
JU
UO
UD
(0 LLJ
J �
CO W
WO
J
LL Q
U :3
=
z
I— O
W ~
W
U�
OH
WW
2
I— FU--
LL I
w
z
CO
O
z
INSPECTION RECORD
Called:
Retain a copy with permit
Special Instructions:
INSPECTION NO.
r a,
05 P.M.
PE I N
CITY OF TUKWILA BUILDING DIVISION
•
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Phone N&
Pro'e44: M
Type o ins
Address
Date ' Called:
❑ Approved per applicable codes. ❑ Corrections required prior to approval.
Inspect V. uate:
5 00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be
p d at 6300 Southcenter BI ., Suite 100. Call to secheclule reinspection
lor- delp No.: Date:
k
z
�W
QQ�
JU
UO
UD
(0 LLJ
J �
CO W
WO
J
LL Q
U :3
=
z
I— O
W ~
W
U�
OH
WW
2
I— FU--
LL I
w
z
CO
O
z
Called:
2/ /0s
Special Instructions:
Date Wanted:
r a,
05 P.M.
Requester:
!/J n
/ UI
Phone N&
c
❑ Approved per applicable codes. ❑ Corrections required prior to approval.
Inspect V. uate:
5 00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be
p d at 6300 Southcenter BI ., Suite 100. Call to secheclule reinspection
lor- delp No.: Date:
k
z
�W
QQ�
JU
UO
UD
(0 LLJ
J �
CO W
WO
J
LL Q
U :3
=
z
I— O
W ~
W
U�
OH
WW
2
I— FU--
LL I
w
z
CO
O
z
INSPECTION RECORD
Retain a copy with permit 7 G
INSPECTION NO. P I4IT
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Proje
Type okaspectio
Address:
Date Called:
Special Instructions:
Date Wanted:
a.m.
/`�?
�
// '
p.m.
Requester•
L � [�,�
No:
7
fhone
Ked G�
Approved per applicable codes. Corrections required prior to approval.
t
}
w
Z
= Z
�W
JU
UO
CO O
to W
J =
�w
w
J
La
U3 =3
=
�W
Z
I- O
Z F-
LLJ
U�
O N
wW
�O
Z
W
co
O
Z
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
1
12919 N.E. 126TH PLACE KIRKLAND: (425) 623 -9600 SEATTLE: (206) 525 -6700
KIRKLAND, WASHINGTON 96034 FAX: (425) 623 -2203 EVERETT: (425) 259-0617
December 16"', 2005
Cert No. 0511 -40 'RecetvE'a
IMP l
City of Tukwila Building Department 9 2005,
� TukwSa Bo gto 98188 � Suite 100 ��MO M NT
Attention: Dave Larson
Reference: Iron Mountain Project
3225 S 116` Gateway N, Building 1
Permit No. D05 -379
I Dear Mr. Larson:
i
This is to advise you that special inspections are completed for the above referenced project.
Special inspections were performed for the following activities.
1. Reinforced concrete cast in place for pit slab and walls
All work as inspected and reported conformed to Tukwila Building and Land Development approved
plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions
from the Engineer of Record.
Our last report is dated 12 -05 -05 and is number 121335.
Respectfully,
CASCADE TESTING LABORATORY, INC.
Kenneth B. Foot
President
i
i I
i
;i .
z
'~ w
�
D
U O
J =
H
CO) LL
w 0
LL Q
�D
=
�w
Z =
F-
z�
U�
AU uj.
LL
z
. z
j RECEIVED
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
PREVIOUS 't
��� A ��
12919 N.E. 126TH PLACE
REPORT No, p,
KIRKLAND. WASHINGTON 98034 (425) 823 -9800
EVERETT (425) 259 -0817
DATE
F / E L D REPORT
PROJECT
� l am i l , ' LC C' t' &
L
LOCATIO
? J 7 ! f G rr 5 �' 1 3
T0: .
`
BLDG. PERMIT NO. OWNER
IS ` ` o
Dc s �- 379
/
WEATHER TEMP. AT AM
ENGINEER
ARCHITECT
ATTN:
CONTRACTOR
(2)
INSPECTION PERFORMED
ITEMS INSPECTED _ FOUNDATIONS
RESTEEUCONCRETE _ RESTEEL ONLY
_ FOOTINGS _ SLAB
_ RESTEEUMASONRY _ STR.ST/WELDING
_ AUGER CAST PILES _ COLUMNS
— OTHER — STR.ST /BOLTING
— DRILLED PIERS WALLS
-- BEAMS
( LOCATION (AREAS)
CONCRETE/MASONRY MIX NO. 4P s?
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED /
SLUMP (INCHES) �
SPECIMENS CAST
AIR CONTENT ( /o)
SEE CYLINDER REPORT NO. 7 =
YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS
REMARKS:
(• 1 � �/C: �4 � .�' w/�-S n...,4c Ls� ',F'i 7 �.. fs- >J;`�" p4- �ti�"� �i'i �`
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL, WITH- /
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY INC. INSPECTOR SIGNATURE
REVISED 7/05 SIGNED BY
COPIES TO:
I
z
_
'~ w
J D
UO
N
C0 LLJ
J =
H
cl) W
WO
La
fn D
_ d
�W
Z
I--
1- O
z I-
W
W
D�
O�
0 H
W
F-
LL O
W z
U=
O
z
ATTN-
INSPECTOR(S), NAME(S) PRINTED
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
12919 N.E. 126TH PLACE
KIRK LAND, WASHINGTON 98034 (425) 823.9800
EVERETT (425) 259.0817
COMPRESSION REPORT RIECFIV,E1
THE FOLLOWING WAS NOTED:
FIELD TEST DATA
AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO 1 I THERMOMETER CCOTHO 1 I
AIRMETER CCOAIO OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
FIELD
REPORT No. / 2 1 -3 ' - No. 53722
DATE
CERT. NO.
l? -':::!�.S - -c)j
I c>- / / --4v
PROJECT
YIELD
OCATION
Y= 24 e
BLDG. PERMIT NO.
OWNER
AIR
46 S'G>
WEATHER
TEMP. AT AM
CO, "7
/ Z Q
C.A.
EN
/
ARCHITECT
CONTRACTOR
? 8
TRUCK SAMPLED 4 Z:' TRUCK TICKET NO. G� 7 $ MIX NO." 4'j6 6 7 l`
TIME
SLUMP
ASTM C -143
% AIR
WEIGHT
ASTM C -138
YIELD
CEMENT
FACTOR
Y= 24 e
ASTM C -11064
CONC
AIR
46 S'G>
C.A.
6
CO, "7
/ Z Q
C.A.
C.A.
? 8
FINE AGG.
6Arc ,ogi�a FOR
U. YD.
DESIGN
WEIGHTS
%
MOIST.
ADJUSTED
WEIGHTS
CEMENT _i -1
^ ZZ4C:
/ y&
Y= 24 e
FLY ASH
O
12 -OS -v.
46 S'G>
C.A.
6
CO, "7
/ Z Q
C.A.
C.A.
? 8
FINE AGG.
WATER
TOTAL
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SQ.IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
O
12 -OS -v.
Z 2
-7
6
? 8
CONCRETE COMPRESSION MACHINE I.D. #CC00000
SAMPLE P/U DATE TEST METHOD C 3
SUPPLIER +Z N ` �' r CEMENT TYPE
AEA ADMIX. 1i(1 T z l AC12
PLACEMENT AREA &NOTES �i 1.�(/ /� �� S - OILIC� J� �' � '�' �� 3 7
r '' iw 6;
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 8104
INSPECTOR SIGNATURE
15
Cff� ASTM C -1231
❑ ASTM C -617
SAMPLING IN ACCORDANCE WITH C 3
APPLICABLE CODES & SPECS.
CU. YARDS PLACED /
DESIGN STRENGTH
SIGNED BY
COPIES TO:
A�,�trfu'Ki +R34vEiS k+�w»nxA.H4r.. .Rroli+Pfii?r3?:kx .KfCf'. ,4i tif3".Ql�':✓�kC , . m 2=2
I
f
�I.
z
s�
'~ w
.I U
UO
co w
W =
(D LL
WO
L Q
c
2
�W
z
H
I— O
Z 1-
W
W
U�
O co
0 I--
WW
H
LL O
W z
co
O
z
j
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 99034 (4251 623.9800
EVE LETT � � (A25( 259.0617
i
ATTN:
THE FOLLOWING WAS NOTED: ,r-. pET,
FIELD TEST DATA
FIELD
REPORT No. No. 55547
� Z.I Z��_
DATE
CERT. NO
NOV,
0;5 - AD
PROJECT
I ZzON MDUKIT N
LOCATION
TEM
BLDG. PERMIT NO.
OWNER
005-1
Z ?�
WEATHER
TEMP. AT AM
FDGf
AT PM
ENGINEER
ZICI M t'tl t
ARCHITECT
CONTRACTOR
ao V D)'
TRUCK SAMPLED 33'F TRUCK TICKET NO. 513 MIXNO.
TIME
SLUMP
ASTM C -143
%AIR
WE UNIT IGHT
ASTM C -138
YIELD
CEMENT
FACTOR
TEM
ASTM C -1064
CONC
I AIR
Z ?�
7
( 1Z
L7
°1'$;�,2D
3500
7A°
C.A.
/Z -zo
Z13
FINE AGG.
ZZ7
31
AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173
EQUIPMENT USED I.D.
SLUMP CONE CSLCOO THERMOMETER CCOTHO
AMMETER CCOAIO OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE
BREAK
7
( 1Z
L7
°1'$;�,2D
3500
C.A.
/Z -zo
Z13
FINE AGG.
ZZ7
31
gco o
WATER
/Z 24
g5 70
CONCRETE COMPRESSION MACHINE I.D. 7UIJUI.i000 / 7Q �ASTM C -1231
SAMPLE P/U DATE L 7 - TEST METHOD C - 39 ❑ ASTM C -617
SUPPLIER
AEA
BATCH DATA FOR
cu.vD.
DESIGN
WEIGHTS
%
MOIST.
ADJUSTED
WEIGHTS
CEMENT Z
FLY ASH
C.A.
C.A.
C.A.
I S 9 61
FINE AGG.
ZZ7
WATER
TOTAL
SAMPLING IN ACCORDANCE WITH 3
APPLICABLE CODES & SPECS.
CEMENTTYPE -=, IM- CU.YARDS PLACED
W IMA 6 dr: 7_S.20
_ ADMIX. CAC12 % DESIGN STRENGTH 3 •CQQ E t _�
PLACEMENT AREA & NOTES _P_T 5LA?_) r
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 8/04
COPIES TO: ✓ �L U
INSPECTOR(S),NAME(S) PRINTED TDN�� Jl'cGQt�JSOi�1
INSPECTOR SIGNATURE
SIGNED BY
Z)�b
1 1
1
z
�z
w
UQ
J =
H
C0 LL
w 0
9 J
U_
C/)_ d
= W
z�
F- 0
z 11--
W
W
U�
0�
1=1111—
111.1 W
LL 0
•. z
w
U0
H:r
0
z
COMPRESSION REPORT RECEjVE
PREVIOUS 5.59 No. 121275
REPORT No, _t 1
DATE Y CERT. NO.
NOV, *= 'ZODts O 51 l 1
PROJECT
- 3 - L - L5 6. 1 � LTV
BLDG. PERMIT NO. OWNER
DD 6 - S_L
WEATHER TEMP. AT AM
I=10C3 AT PM
ENGINEER
ATTN:
(2)
INSPECTION PERFORMED
X RESTEEUCONCRETE _ RESTEEL ONLY
_ RESTEEUMASONRY _ STR.STIWELDING
— OTHER — STR.STIBOLTING
CONTRACTOR
Cff O VDY
(3)
ITEMS INSPECTED
_ FOOTINGS
_ AUGER CAST PILES
— DRILLED PIERS
;2 1
— FOUNDATIONS
21 SLAB
_ COLUMNS
— WALLS
— BEAMS
( LOCATION (AREAS) FM
CONCRETEIMASONRY MIX NO. 465 Z_ K
SUPPLIER 51t2t14E Y V
SLUMP (INCHES)
AIR CONTENT ( %)
DESIGN STRENGTH (f c) 3 4 ( DM F� 5
TOTAL CU. YD. PLACED 6 I•
SPECIMENS CAST
SEE CYLINDER REPORT NO. S
I IL YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS I
REMARKS: QC 5_7 =_ . PST Tait/ A730\/F. NCT"ED LOQ\T1DK a -VCOED DV_AY A5 70Z
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 7/05
INSPECTOR(S), NAME(S) PRINTED DE2 , 1NI r J" -3P\C tAM - 30IV,
INSPECTOR
SIGNED BY
COPIES TO: Gi6 , lb(l U I Z I b
� zz
W
a � a 2
JU
u
co
J =
H
U-
WO
a�
LL
Nm
Z (f
I. W
Z
F-
F- O
z I_
W
W
U�
O�
D H
WW
H � LL
.z
W
co
O F-
z
CASCADE TESTING LABOFRWE
TESTING & INSPECTION IVED
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 98034 I["C2��
EVERETT C
FI ELD REPORT DEVELOPMENT
PREVIOUS 5.59 No. 121275
REPORT No, _t 1
DATE Y CERT. NO.
NOV, *= 'ZODts O 51 l 1
PROJECT
- 3 - L - L5 6. 1 � LTV
BLDG. PERMIT NO. OWNER
DD 6 - S_L
WEATHER TEMP. AT AM
I=10C3 AT PM
ENGINEER
ATTN:
(2)
INSPECTION PERFORMED
X RESTEEUCONCRETE _ RESTEEL ONLY
_ RESTEEUMASONRY _ STR.STIWELDING
— OTHER — STR.STIBOLTING
CONTRACTOR
Cff O VDY
(3)
ITEMS INSPECTED
_ FOOTINGS
_ AUGER CAST PILES
— DRILLED PIERS
;2 1
— FOUNDATIONS
21 SLAB
_ COLUMNS
— WALLS
— BEAMS
( LOCATION (AREAS) FM
CONCRETEIMASONRY MIX NO. 465 Z_ K
SUPPLIER 51t2t14E Y V
SLUMP (INCHES)
AIR CONTENT ( %)
DESIGN STRENGTH (f c) 3 4 ( DM F� 5
TOTAL CU. YD. PLACED 6 I•
SPECIMENS CAST
SEE CYLINDER REPORT NO. S
I IL YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS I
REMARKS: QC 5_7 =_ . PST Tait/ A730\/F. NCT"ED LOQ\T1DK a -VCOED DV_AY A5 70Z
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 7/05
INSPECTOR(S), NAME(S) PRINTED DE2 , 1NI r J" -3P\C tAM - 30IV,
INSPECTOR
SIGNED BY
COPIES TO: Gi6 , lb(l U I Z I b
� zz
W
a � a 2
JU
u
co
J =
H
U-
WO
a�
LL
Nm
Z (f
I. W
Z
F-
F- O
z I_
W
W
U�
O�
D H
WW
H � LL
.z
W
co
O F-
z
_ RECEIVED
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION [( 5
+ V 8 2 UU
12919 N.E. 126TH PLACE 11 t0 LLdd�9 v
KIRKLAND, WASHINGTON 98034 IA25) 823 -9800
EVERETT CONMLMP
DEVELOPMENT
ATTN:
THE FOLLOWING WAS NOTED: A,� p� --�-�
CO J �t..►�C� 1 C�
FIELD TEST DATA
FIELD
REPORT No No. 55547
. � Z.1 Z
DAT
CERT. NO.
NOV, ZZ t 7_CC�T
O S\ \ ' 4 �0
PROJECT
I Z'ON M0U`iT7-
LOCATION
3ZZ.5 S �� �� 1atIJC�,� S�E.C33
BLDG. PERMIT NO.
OWNER
VD 0S
/_
WEATHER
TEMP. AT AM
FOB
AT PM
ENGINEER
MQUAM vo5cnt
ARCHITECT
CONTRACTOR
O(DU DY
TRUCK SAMPLED 33S TRUCK TICKET NO. 5 07 MIX NO. 'tBEZ
TIME
SLUMP
ASTM C-143
% AIR
WE UNIT IGHT
ASTM C -138
YIELD
CEMENT
FACTOR
STRENGTH
PSI
ASTM C1064
CONC
AIR
/_
C.A.
i�PA`Z
19020
C.A.
7A
C.A.
/Z -24
Z-
FINE AGG.
{ ZZ ?
AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR []VOLUME ASTM C -173
— EQUIPMENTUSEdI.I
SLUMP CONE CSLC00 THERMOMETER CCOTHO
AIRMETER CCOAIO OTHER
TYPE OF BREAK: (A) Cone (C) Cone and Shear
(b) Cone and Split (d) S,jlear (e) Columnar COMPRESSIVE STRENGTH
aATCH DATA FOR
cU.YD.
DESIGN
WEIGHTS
%
MOIST.
ADJUSTED
WEIGHTS
CEMENT Z
AREA
(SQ.IN)
ZZ
STRENGTH
PSI
FLY ASH
f - ZZ
/_
C.A.
i�PA`Z
19020
C.A.
C.A.
/Z -24
Z-
FINE AGG.
{ ZZ ?
WATER
_ 156
TOTAL
Z�
CYLINDER
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SQ.IN)
TOTAL
LOAD
STRENGTH
PSI
TYPE "
BREAK
f - ZZ
/_
7
i�PA`Z
19020
31
/Z -24
Z-
/Z _1241,
Z�
CONCRETE COMPRESSION MACHINE I.D. #CCOCOOO YASTM C -1231
C - 3 9 SAMPLING IN ACCORDANCE WITH
SAMPLE P/U DATE 2 TEST METHOD C - 3 / ❑ ASTM C -617 APPLICABLE CODES & SPECS. C 3
SUPPLIER _ T �C 7 EMENTTYPE �=M - CU. YARDS PLACED
AEA �A ADMIX. cS ZS • z v �12 % DESIGN STRENGTH 3 •coo 1 1t ) =`
PLACEMENT AREA & NOTES P I _ �J' C A?_) r
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL, WITH -
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY, INC.
REVISED 8/04
COPIES TO:
INSPECTOR(S), NAME(S) PRINTED M ElV U ) _ ACOD50KI
INSPECTOR
SIGNED BY
Z�
yi¢ttF'asce�r —� PtYM .s'egmka*,.Frhxym:''n�#,!i']+?I .. Yf' �' i! �`:?` t+ m'Ca ?'F*t1�.C"r,L`4Y.'•r:�»!�t rtt( l�kff�!' �xf 1RF' X! ttC�IL' i$ t F.: gT�l� 'kjfkf'� �v �3
I
I
z
�Z
'~ W
�QQ �
JU
00
W =
F-
LL
WO
U Q
_ C'1
F- W
Z
F-
F— 0
Z F-
W
�j
U�
0
0 F-
W
F-
-0
..
W
— F
O
z
COMPRESSION REPORT
CASCADETESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS PREVIOUS
12919 N.E. 126TH PLACE REPORT No,
KIRKLANO.WASHINGTON 98034 (42S) 823.9000
.' EVERETT (42S) 259.0817
FIELD REPORT
}
h To: L GL� ; 1 G'�.G :l�L a E
5
ATTN
THE FOLLOWING WAS NOTED:
110
40 '411
; eat If'j W nth eta
ct 11 I�oles
d L000xv Ent be
w tr,
re. c �er�
I;
1
a -
i
l
TEST RESULTS APPLY ONLY TO THE ITEMS 'Tv
HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED
BE REPRODUCED EXCEPT IN FULL WITH-
OUT THE WRITTEN APPROVAL OF CASCADE 57 ✓
TESTING LABORATORY, INC. INSPECTOR SIGNATURE
REVISED 1102 SIGNED BY `�+�
COPIES TO:
N� 5 4591
DATE
C NO
PROJECT
LOCATION
;225 clb
LDG. PERMIT NO.
OWNER
WEATHEFB
�.ap—
TEMP. AT AM
AT PM
ENGIN ER nn
R ic P
6 , + 44 50A)
ARCHITECT
CONTRACTgR
�`�' Ind �c 1�5 0A
iv +9 4IpjcQnL&w' —'
z
W
D
00
0
w=
H
� LL
w
2
9 -1
LL. <
co d
=w
zo
w
U�
0 I—
wW
LL
z
w
0
z
2003 Washington State Nonresidential
NonresidenUal Energy Code Compliance
ooa�
4a�
Project Info
Project Address GATEMY NO RTH, BUILDING 1
Date 10/18/2005
3225 SOUTH 116TH AVENUE, SUITE 133
For Building Department Use
RECEIVED
CITY OF TUKWILA
(�'T
Ol' 1 2 6 2005
PERM CENTER
TuMfZZA, M ,
Applicant Name: David Kahle Architect
Applicant Address: 12720 Gateway Drive, Suite 116, Seattle, NA 98168
Applicant Phone: (206) 433 -8997
Project Description I ❑ New Building ❑ Addition ❑ Alteration ❑ Change of Use
[] Prescriptive [] Component Performance El ENVSTD 2.1 E] Systems
Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis
Space Heat Type
() Electric resistance
Q All other (see over for definitions)
Wall Description L
Total Glazing Area
Electronic version: these values are automatically taken from ENV -UA -1.
Glazing Area Calculation
(rough opening)
Gross Exterior
Note: Below grade walls may be included in the
(vertical & overhd)
divided by Wall Area times 100 equals % Glazing
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
10D —
T —
Q yes Check here if using th ect meets all requirements for the ConcreteiMasonry
Concrete/Masonry Option
Option. See
Decision Flowchart (over) for ents for each qualifying
- k��
O no asse
below.
,. _r
Envelope Requirements (enter values as applicable) I
Fully heated/cooled space
Minimum lnsuladon R- values I
Roofs Over Attic
All Other Roofs
Opaque Walls'
Below Grade Walls
Floors Over Unconditioned Space
Slabs -on -Grade
Radiant Floors
I Maximum U- factors I
Opaque Doors
Vertical Glazing
Overhead Glazing
I Maximum SHGC (or SC) I
IVertical/Over Glazing I
Semi- heated space
i
Minimum lnsuladon R- values
Roofs Over Semi - Heated SpaceS
1 1. Assemblies with metal framing must comply with overall U- factor
2. Refer to Section 1310 for qualifications and requirements
Code Compliance Form
Revised July 2004
Opaque Concrete /Masonry Wall Requireme s
I on interior- maximum U- factor is 0.19 ,
Insulation on exterior or integral - maximum U- factor is 0.25
If project qualifies for Concrete /Masonry Option, list walls
with HC ? 9.0 Btu /ft'• °F below (other walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 20 -5b in the Code.
Wall Description L
L11-factor
- k��
s ,9
NV
Notes:
There are no changes being made to the building envelope.
�. - -- -
POG
Z
Z
a � W
W �
J0
UO
(00
C0 W
CQ LL
WO
Q � Q
LLj
CO) d
M ID
H _
Z 1..
H O
w
5
U
O-
01--
W W
H0
LL O
•
W Z
U C0
O
Z
2003 Washington State Nonresidential Energy Code
Form
Compliance Forms
Project Info
Project Address GATEWAY N oaTH, BUILDIN 1
Date 10/19/2005
3225 SOUTH 116TH AVrl=
For Building Department Use
TUKKILLk, MA
Applicant Name: David Kehle Architect
Applicant Address: 12720 Gateway Drive, suite 116, Seattle, FA 98168
Applicant Phone: (206) 433 -8997
Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included
Refer to WSEC Section 1513 for controls and commissioning requirements.
Q Prescriptive Q Lighting Power Allowance Q Systems Analysis
Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.)
Alteration Exceptions
(check appropriate box)
Q
No changes are being made to the lighting
❑
Less than 60% of the fixtures are new, and installed lighting wattage is not being increased
Maximum Allowed LiLrhtinz Wattage (Interior)
Location
(floor /room no.)
Occupancy Description
Allowed
Watts per ft "
Area in ft
Allowed x Area
Covered Parking
(standard paint)
0.2 W/ft 2
Covered Parking
(reflective paint)
0.3 W/ft 2
Open Parking
0.2 W /ft
" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts
Notes:
1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default
table in the NREC Technical Reference Manual may also be used
2. Include exit lights unless less than 5 watts per fixture.
Provosed Lighting Wattage (Interibilst all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank.
Location
(floor /room no.)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
Covered Parking
(standard paint)
0.2 W/ft 2
Covered Parking
(reflective paint)
0.3 W/ft 2
Open Parking
0.2 W /ft
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
Maximum Allowed Lighting Wattage (Exterior)
Location
Description
Allowed Watts
per ft or per If
Area in ft
(or If for perimeter)
Allowed Watts
x 6 (or x If)
Covered Parking
(standard paint)
0.2 W/ft 2
Covered Parking
(reflective paint)
0.3 W/ft 2
Open Parking
0.2 W /ft
Outdoor Areas
0.2 W/ft
Bldg. (by facade)
0.25 W /ft
Bldg. (by Perim)
7.5 W /If
Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts
VbU 1111191 IMMU II IQAII I 1UI11 11 IFUL WOUG19p. I .. IIA1UI Oa m oll flat 11. OU van .Y, ..—
Provosed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used.
Location
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts
z
;= z
W
QQ
JU
0
to 0
C0 W
J �
C0 LL
WO
U _
C0 D
=
�W
z
F-
' F- O
z F-
w
�5
U�
ON
D F-
W
F _ FU-
LLO
z
W
U=
O
z
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D05 - 379
PROJECT NAME IRON MOUNTAIN
SITE ADDRESS: 3225 S 116 ST
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS: (j
Buirding Division
Public Wo
4151 qk 1
Fire Prevention
Structural ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DATE: 10 -26 -05
Planning Division d
Permit Coordinator ❑
DUE DATE: 10-27-05
Not Applicable ❑
TUES/THURS ROUT NG:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS DUE DATE: 1 1-24-05
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documenls/rouling slip.doc
2 -2M2
.J_ (� ;. a. .:J 'S.d .�t. ;rr ,•t � ,k 'k. r. .t ., }. � i 9�'.'.T rw � ^; :1" ' "vim ° • . ;�; . ��: ,
i� a.: ,t.,. :;,rd,;, ',,Fr «.7a,a sr,..c.tK.� ,.,v�k au+i�rtf &iky.�'w r�M «',:r' v.'.; ?S+�t�'.��':+.:k Vwl,.t,';?;%iW � ati .:.•,.� .'»n` sera '•it�utA `.i»�w'N. M1i o.�Y:.�n+ L,.a..k, 1C � � t
z
�z
�w
QQ
j
UO
U) o
CO) LU
W =
H
C0 LL
w
UQ
=
F- w
z
I--
Zo
w
U
ON
0 F-
wW
F-
�O
L11 z
UN
i-- _
O
z
Look Up a Contractor, Electri 4n or Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License information
License
GOUDYCCO24QW
Licensee Name
GOUDY CONSTRUCTION COMPANY
Licensee Type
CONSTRUCTION CONTRACTOR
U BI
601911342
Ind. Ins. Account Id
Business Type
CORPORATION
Address 1
P O BOX 53108
Address 2
Cancel
City
BELLEVUE
County
KING
State
WA
Zip
980153103
Phone
4254551255
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
11/16/1998
Expiration Date
11/13/2006
Suspend Date
Separation Date
Parent Company
Until
Previous License
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
GOUDY, PHILIP B
01/01/1980
GOUDY, MOLLY
01/01/1980
Company
BOGLE & GATES PLLC
AGENT
01/01/1980
Cancel
Bond
Information
Bond
Bond
Company
Account
Effective
Expiration
Cancel
Impaired
Bond
Received
Bond
Name
Number
Date
Date
Date
Date
Amount
Date
TRAVELERS
CAS &
Until
Page 1 of 2
Z
�Z
a W
UO
ND
J H
N L„
WO
Ua
to
=
1— W
Z
H
1— O
Z l'-
UJ �5
U� co
O—
i—
WW
UO
z
U=
O
Z
https:H fortress. wa. gov /lni/bbip /printer.aspx ?License= GOUDYCCO24QW 11/10/2005
in"
0
N C4
W
E
X dc.
+--
I
�- 3
W
m
W
W-U)m
9
r
S o"
1 -
a AGO
SIT.__ PLAN
wows» __��� *`
t
E
t
_s
C: c -
PEFAMT GETTER
T
r3 -
f
d
www owl 01 M r Moo to awl aiirrrr
at cc Aoo - I roes IVA siM�r
�1! f arVV ao0mPled aWb W OdMMM ftMW
at R���r and�ir111ons � a� I .
l0- o
~
•�1I d 11ior�
�
�f
E—
r
� �
a
A S�
CO0 �- '
Q
Z
G
z
>
0"
o
Z
lw
. s
o
one
Z
3
Q
�
_s
C: c -
PEFAMT GETTER
T
r3 -
f
d
www owl 01 M r Moo to awl aiirrrr
at cc Aoo - I roes IVA siM�r
�1! f arVV ao0mPled aWb W OdMMM ftMW
at R���r and�ir111ons � a� I .
l0- o
~
•�1I d 11ior�
�
E—
r
� �
A S�
CO0 �- '
-� S -1 t•11.� ?' � s'. r�
rW
24r 37 4w
s
. 40 0 •
i
I L RAL
i
V v i i Lim i it
9CAII—a &3rr4r
w 1 d' v 16
UILDING DATA
BUILD CODE:
ZONING:
TYPE CONSTRUCT ION:
OCCUPANCY GROUP:
SITE AREA:
Swtion/Townehip/Range
CONSTRUCTION VALUE:
BUILD VALUATION:
IBC 2003
M -1
111.15 SPRINKLED
B OFFICE, 51 WAREHOUSE
262)665 SF. (623 ACRES)
NE9234
* bomm
0 41 MILLION
TAX PARCEL NUMBER
mv3mew"
LEGAL DESCRIPTION
092304 66 POR OF GOV LOT 3 IN NE 1/4 OF SEC
09 -23 -04 & OF SE 1/4 OF NE 1/4 OF SEC 09 -23 -04 -
BAAP 70 FT RGT OF ENGR STATION H 556 +57.3 BEING A PT
ON NELY MGN SHEET 1 OF 7 FOR R/W SR 99 S 118TH ST
TO JUNCTION SSH NO 1 -K APPROVED JULY 23, 1957 SD PT
BEING PT OF TANGENCY OF CURVE RAD BEARING N 42 -02 -03
E 748.51 FT TH SELY ALG SD MGN do SD CURVE THRU C/A
OF 04 -26 -56 ARC DISTANCE OF 58.12 FT TH N 41 -57 -30 E
499.81 FT TH N 15 -27 -21 E 75.56 FT TH N 74 -32 -39 W
12.60 FT TH N 48 -0 - -30 W 175.40 FT TH N 53 -07 -03 W
74.03 FT M/L TO LN OF ORDINARY HIGH WATER ON S SIDE OF
DUWAMISH RIVER TH S 83 - 46 - 06 W 118.80 FT ALONG SAID
LINE TH S 86 - 38 - 13 W 151.89 FT TH S 89 - 56 - 21 W 108.07
FT TH N 89 - 25 - 13 W 32.85 FT TAP ON E MGN OF SR 99 TH
S 11 - 23 - 03 W 309.35 FT ALONG SAID EAST MARGIN TH S
47 - 57 - 57 E 369.65 FT TO POB - -- AKA PARCEL A OF CITY
OF TUKWILA BDRY UNE AN NO 89 -8 BLA RECORDING NO
9003121480
GATEWAY NORTH - BLDG 1 59300 SF.
Total Tenant Area (No change) 261681 SF. 15 TOTAL OCCUPANTS
Warehouse (No change) - ,2208 SF. / 500 = 45 OCC.
I t Floor Of f i lNo ) 233 SF /100 23 OCC
uv
0
�i�
u
b Ges change
Mezzanine (No change) 1,940 1 I I I I I
Mezzanine Offlce (No change) 392 SF. / 100 = 4 OCC. L EX EM
Mezzanine Storage (No change) 1,548 SF. / 500 = 3 OCC. Ex
LEGEND I I I I I
EXISTING tUALL TO REMAIN
EXISTING DOOR TO REMAIN
I I I I I Ex. MERIOR
EXISTING DRIVE IN DOORS TRH VA8M
EXISTING DOCK 14&4 DOORS
I I 24 TYP
PROJECT 5CORE '0
R V P+OR SLA FOR NEW
4 19'
19- O'x61" CONCRETE f 1 f • - - - - - - - - -
! " Oof I ! I f
•
1
A'
EXISTIAICs 5NREDDNG
HOLD AIREA .00� I Ex R6CrCLE I i4 I
AREA NQ ,, 1
"001� WEW PIT, PY-~- W-r
FOR 51 ED W- —
CONIRAGTOR TO ViNn LOCATION
/
Al
EX CRIM
\ Etc Ors
! I I ! 1 1 I I
ExExfr
`
E)LCWAM I I I I ! 1
`� Em Eac
� E
MAIN FLOOR PLAN
'SCAA& 1139%mr-r
s r s e IV as 37 w
WAM 3W -ri
l
_ 5, IYvTM gt.
99
�~ y 51TE
DJWAMISH
ao
<
m
59
O
d
O �<
9
TENANT AREA UNDER
THIS PERMIT
599
-Owl � SITE PLAN
Hgj7W N.T
VICINITY MA
KTIS.
A Existing Drive In Doors
♦ Existing Dock High Doors �
lwcevm
07vOF TW4&A
ft
w
pWpP11S44 RIVER
M
ift
sa
us Z ID
N l
t
N •
w
W � p
•
3
w
a
a
M 7
A I t
�I
o � z
M�1
o�z
0
0
wl
T -i
.gar ,.-aaW,I woN ,ftl-%,.�..ss�.�.w�
•
4
k
t
q
u
•1
-A:
r
o
0 Q
W
Q
40
(3
us Z ID
N l
t
N •
w
W � p
•
3
w
a
a
M 7
A I t
�I
o � z
M�1
o�z
0
0
wl
T -i
.gar ,.-aaW,I woN ,ftl-%,.�..ss�.�.w�
•
4
k
t
q
1
INSIDE I ��
OF WALL
GENERAL NOTE
1.ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM
TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE
(2003 EDITION).
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY
AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
�I
�I
�I
i
�I
PLAN
STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS
i
�I
�t
GENERAL NOTE
1.ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM
TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE
(2003 EDITION).
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY
AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
I � l
4
co
•,
�r r
Cm OF TLOCA"
l
oil l t!I I'�'•'•;
"m lxm 391 to
go=
. �- .. .� v r ..- � ti ... - .. -. - _ _ - � � _ ` ... ..�.� .. .... .. .. . _ .. . ... ... :- �A. .� - � - _..rte - _. .- _ � .� - _ �..� ^...... i. � w... .� _ •� . � � �� _- .�.u.�. -- _�. - �._ � � .-- �vw - ,�. . _-
rn (0 0
0 GO 0
M c = n Z
c%4
- r
o Q
�� W
w �
H
O x N
_ n W
a < LL_ r(A rn
VAA 70(j)
I U D ---I
cz(D
PIT
3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE
PLAN
STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS
SCALE: 1 /4" = 1' -0"
HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY
PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
REQUIRED TO PERFORM HIS WORK.
3' - 0"
5. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO
4" 1' -6"
THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
EPDXY
FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY
WILL NOT SATISFY THIS REQUIREMENT.
CODE
V1
INTERNATIONAL CODE, 2003 EDITION
SOILS
#4x3' -0" ®
18 "OC PIT
FRAME
BY
OTHERS
BEARING ASSUMED 2000 PSF
#5 CON T
FILLS TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D -1557. ALL
\
CONCRETE
8" CONCRETE WALL
f'c = 3000 psi FOR SLABS ON GRADE
4, - 0 *.
MAX. SLUMP = 3" PLUS OR MINUS 1"
r Z
VERIFY
MINIMUM 5 SACKS CEMENT PER CU. YARD
COMPACTED
FILL
MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE
��
z
UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO
--
-
snow
CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN
#5 ® 18 "OC
VERT.
#4 ®18 "OC
BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4"
�.
E--
z
-z
EA. WAY
CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON
„
# @ 18 OC
4"
HORIZ.
ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATION FOR USE
2
C
OF AIR ENTRAINING ADDITIVES.
N
5"
REINFORCEMENT
10�, i
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR
"
3"CLR
5"
WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi).
OTHER REINFORCING SHALL BE GRADE 60 (fy- psi). LAP CONTINUOUS
3 -#5 CON T.
REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -6" MINIMUM UNLESS
NOTED OTHERWISE. CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL
REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING
MANUAL. WIRE MESH SHALL CONFORM TO ASTM A -82 OR A -185.
COVER TO REINFORCE)MENT TO M
FOOTINGS ............................3 INCHES
SECTION —
1.1
FORMED SURFACES -- WEATHER FACE ....... 1 1/2 INCHES
INTERIOR FACE ....... 3 /4 INCHES
SCALE V4 = 1' - 0"
EARTH FACE ........ 2 INCHES
I � l
4
co
•,
�r r
Cm OF TLOCA"
l
oil l t!I I'�'•'•;
"m lxm 391 to
go=
. �- .. .� v r ..- � ti ... - .. -. - _ _ - � � _ ` ... ..�.� .. .... .. .. . _ .. . ... ... :- �A. .� - � - _..rte - _. .- _ � .� - _ �..� ^...... i. � w... .� _ •� . � � �� _- .�.u.�. -- _�. - �._ � � .-- �vw - ,�. . _-
rn (0 0
0 GO 0
M c = n Z
c%4
- r
o Q
�� W
w �
H
O x N
_ n W
a < LL_ r(A rn
VAA 70(j)
I U D ---I
cz(D
S-1,01
A
I`
Is
Q
n
V1
V
...
r Z
.00*.
~16
z
--
-
snow
Z
�.
E--
z
-z
2
C
N
S-1,01
A
I`
Is