10-102851 (2)• , City of Federal Way uilding - Commercial
Community Development Services Permit #. 10 -102851 -00 -CO
P.O. Box 9718
Federal Way, WA 98063-9718 i LE
Ph: (253) 835-2607 Fax: (253) 835-2609 Inspection Request Line: (253) 835-3050
Project Name: LAKECREST SHOPPING CENTER REFACE
Project Address: 28855 MILITARY RD S Parcel Number: 042104 9037
Project Description: ALT - Exterior upgrade to existing facade of entire building.
Owner
kwficant
Contractor
Lender
LAKECREST SHOPPING CENTER
ROGER HAZZARD
BRIERE & ASSOCIATES INC
LAKECREST SHOPPING CENTER
LLC
WESTERN COMMERICIAL R.E
BRIERI"055PB (11/7/10)
LLC
28815 MILITARY RD S
28815 PACIFIC HWY S UNIT 10A
1944 DUVALL AVE NE
28815 MILITARY RD S
FEDERAL WAY WA 98003
FEDERAL WAY WA 98003-3905
RENTON WA 98059
FEDERAL WAY WA 98003
Census Category: 437 - Commercial alt / add / conversion
Includes:
#1 #2 #3 #4
Occupancy Class:
M
Construction Type:
Type V - B
Occupancy Load:
Floor Areas . ft.)
0 0 0 0
Existing Sprinkler System in Building?.................No
Number of Stories ............................. ................1
Plumbing to be Included?.......................................No
Occupancy # I - Use ............................................... MarketilGrocery
Mechanical to be Included? ............... ...............No
Permit for Building Shell Only? ...... .................No
New / Additional Sq. Feet - Total .......................... 0
Zoning Designation................................................BN
AR
,.
"",No lwilrit AO,
$�. tl
PERMIT EXPIRES Saturday, March 26, 2011
Permit Issued on Monday, September 27, 2010
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
a he City of Federal Way.
Owner or agent Date:_ -z7 l v
r THIS CARD IS TO MAIN ON-SJTE
CITY OF Construction Iection Record
Federal Way INSPECTION REQUE TS: (253) 835-3050
PERMIT #: 10 -102851 -00 -CO Address: 28855 MILITARY RD S
Owner: LAKECREST SHOPPING CENTER FEDERAL WAY, WA 98003-7912
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
Footings/Setback (4110)
Foundation Wall (4115)
Drainage/Downspout (4040)
Approved to place concrete
Approved to place concrete
Approved to backfill
B S Date //-1�51S:
By Data
By Date
0
Re -steel (4215)
❑ Gypsum Wallboard Nailing (4130)
❑
Slab/Concrete Floor (4255)
o
Underfloor Framing (4285)
Approved to install mud & tape
Approved to place concrete or grout
Approved to install siding
By
Approved to place concrete
By Date
Approved to sheath floor
By
Date
By
Date ` _ ` ` _, ;�S
By
Date
0 Fire/Draft Stops (4095)
Approved
By Date
Prior to scheduling a Framing inspection;
Electrical, Plumbing &Mechanical Rough -in and
Fire/Draft Stop inspections must be signed -off and
approved. IBC 109.3.4
Y�oof Sheathing (4220)
Approved to install roofing
Date1_1y—.7V,11
Framing (4120)
Approved to insulate
By �r/� Dater 1
1 �!
Floor Sheathing (4105)Shear
❑ Gypsum Wallboard Nailing (4130)
❑
Walls (4245)
Approved to install flooring
Approved to install mud & tape
By
Approved to install siding
By
Date
By Date
By
Date
0 Fire/Draft Stops (4095)
Approved
By Date
Prior to scheduling a Framing inspection;
Electrical, Plumbing &Mechanical Rough -in and
Fire/Draft Stop inspections must be signed -off and
approved. IBC 109.3.4
Y�oof Sheathing (4220)
Approved to install roofing
Date1_1y—.7V,11
Framing (4120)
Approved to insulate
By �r/� Dater 1
1 �!
F1 Final - Building (4050)
Approved
By Date
Insulation (4150)
❑ Gypsum Wallboard Nailing (4130)
❑
Suspended Ceiling Grid (4265)
Approved to install wallboard
Approved to install mud & tape
By
Approved to drop the
By
Date
By Date
By
Date
Date
Final - Public Works (4080)
Final - Fire Department (4060)
E] Final - Planning (4070)
Approved
Ap r�ove�
Approved
By
Date
By Date -3_Z `I
By
Date
F1 Final - Building (4050)
Approved
By Date
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
Ah r
DATE
INSPECTOR
AREA AND TYPE OF IN aVECTION
1 4CS7F..
t
5
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S
1��5 SSS , 'U �-�--
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RECEIVED B Z6%C jG M 1 1 I+A VL I S
COMMUNITY DEVELOPMEJVPARTMENT J
Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 1A.uyallup, WA, 98371, (253) 939-2500
Project No. 066-10251 yl. Code 2310 Pour Date 11/3/2010 Report No. 36534
weather CLEAR Jurisdiction -0 Permit No. 10-102851-00-CO
Project LAKECREST SHOPPING CENTER Engineer 0
Location 288TH. AND MILITARY RD. FEDERALWAY Architect 0
Client WESTERN COMMERICAL REAL ESTATE Contractor BRIERE AND ASSOCIATES
Field Data
JAMES BLAND
CYLINDER REPORT
Design
Actual
Concrete
X Other
-
Mix No.
J1600A
Supplier
CORLISS
Plant No. 2
5635
Site Mix -
-
-
C. agg. lbs.1
Mix
Air Unit
C. agg. lbs. 2
-
Slump
Temp.
Temp. Wt.
Time
Truck# Ticket #
% Air (in.)
(F)
(F) (pcf)
11:14
137 53781
5.7 3.75
61
65 -
Placement Area
Location CANOPY FOOTINGS:
1 THROUGH 10 AND 13,14, AND 15.SAMPLE OBTAINED AT
NO. 5 ON 10 CYDS. TOTAL.
Remarks CONCRETE DEPOSITED BY DISCHARGE CHUTE AND H/F
CONSOLIDATED PER PLANS AND SPECIFICATIONS.
PLEASE REFER TO FIELD REPORT NO. 130583.
Reported Batch Data
JAMES BLAND
Design
Actual
Weights
Weights
Mix No.
J1600A
J1600A
Cem.lbs.
564
5635
F. Ash lbs.
-
-
C. agg. lbs.1
1735
17620
C. agg. lbs. 2
-
-
C. agg. lbs. 3
-
-
Sand lbs.
1399
14740
Water lbs.
255
1425
Air Ent. (oz)
8
81
other (oz)
15
152
Other (oz)
-
-
Other (oz)
-
-
Other (oz)
-
-
Water Added on Job (gals.)
5
Field Test Methods
X ASTM C143 ASTM C138
X ASTM C1064 ASTM C173
X ASTM C31 ASTM C172
OTHER ASTM C231
Inspector
JAMES BLAND
Laboratory Data
Design Strength
3,000 @ 28 days
Date Specimens Recd. 11/4/2010
Cyl.
Test Field
Max.
Comp.
Tested Break
Laboratory
Code
Date Cure
Age
Dim.
Area
C.F. Load
Str. (psi)
Set #
By Type
Test Methods
2310-1
11/10/2010 -
7
4.01
12.63
- 50660
4,010
1
MT 3
X ASTM C39
2310-2
12/1/2010 -
28
4.01
12.63
- 62230
4,930
1
MT 2
ASTM C109
2310-3
12/1/2010 -
28
4.01
12.63
- 62155
4,920
1
MT 4
ASTM C617
2310-4
12/1/2010 -
28
4.01
12.63
- 60305
4,770
1
MT 3
X ASTM C1231
2310-5
-
H
-
1
ASTM C780
2310-6
Other
2310-7
2310-7 Test Results
Remarks X Conforming
Results Reviewed By �v, Date Reviewed Non -Conforming
Codes for Break Types: 1: Cone 2: Cone 8, Split 3: Cone 8, Shear 4: Shear 5: Columnar (Split)
Measurement Uncertainties: ASTM C-39 +/- 8%
Form 03101
Revision 3
Effective Date 5/12104
The information provided on this report is prepared for the exclusive use of the client. This report may rat be reproduced many format wfthout the written permission of the Glant and Krazan & Associates.
i �l aZa 1& Os 0 C I a t e s, Inc.
COM �`�D TMF�T lJ 1
A GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
a 88 5s /h; 1; fc& S
DATE:
PROJECT # - or —
PROJECT:
LOCATION:
KRAZAN PROJECT MANAGER:
NOV 12 2010
CONTRACTOR:
JURISDICTION:G
PERMIT
INSPECTOR:
WEATHER:TEMP: §j'- o
• �_
i i W10
•
�f L/A lTd 1,L� 1
C
I f Z4/,
"4
AW+
IERqu�ipment/Asset `tom �. _ c'� • r .v � � / .
r
•-
To the best of my knowledge, the abover% P/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician:
This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject tc review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The informatio i provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Offices Serving the Western United States
Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500
DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009
I-
• �_
i i W10
•
�f L/A lTd 1,L� 1
C
I f Z4/,
"4
AW+
IERqu�ipment/Asset `tom �. _ c'� • r .v � � / .
r
•-
To the best of my knowledge, the abover% P/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician:
This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject tc review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The informatio i provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Offices Serving the Western United States
Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500
DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009
_- = FIELD
_= =Kr'azan & A S S O C I ATE S, INC. REPORT NO.: 10251DFR110510-gn
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: 11-5-10 CONTRACTOR:
PROJECT #: 066-10251 PERMIT NO: 10 -102851 -00 -CO
PROJECT: Lakecrest Shopping Center INSPECTOR: George R. Naill III
LOCATION: 28e Street / Military Rd. South JURISDICTION: City of Federal Way
KRAZAN PROJECT MANAGER: Robert G. Johnson Jr. WEATHER: Mostly Sunny TEMP: 55 F
Reinforcing Steel
Arrived on site as requested by the contractor to perform reinforcing steel inspection, in conformance to project
Plans and specs
1) Met with the contractor to verify inspection and review plans.
2) Performed visual inspection of canopy footing along store front at grids 11, 12, 16, 17, 18, 19 reinforcing steel
Inspection revealed reinforcing steel to be complete per details 1 & 3 on sheet S1. Verified for bar size, grade,
Pacing and clearances
3) Performed visual inspection of footing reinforcing steel for canopy footing in the planter area at grids 20 and
21 Verified bar size, grade, spacing and clearances to be complete per plans and specs and details 2/S2.1.
4) Visual inspection of canopy pier reinforcing steel for piers at grids 20 and 21 revealed the contractor
Has not encased the anchor bolts into the reinforcing steel to maintain clearances of resteel to face
Of concrete Review by the Engineer of record is required for final acceptance of this condition.
It should be noted that other than encasement of the anchor bolts within the reinforcing steel. The pier
Reinforcing is complete per plans and detail 2/S1
Equipment/Asset Number(s):
To the best of my knowledge, the above WAS ® / WAS NOT ® performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician
QeoKge R NaW 5.7.7
Offices Serving the Western United States
Form 1501 r.2
Effective Date: 12-20-07
The infonnation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission
of the client and Krazan & Associates.
IQKr'azan & Osociates, Inc.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: �l' 8 -.D
PROJECT #:
PROJECT:
LOCATION: '/�.0 - JFAW6 ✓TA /%w0 jbeww
WELULNG
REPOT NO.: 393E
AV Q-XA1-PR 111 r/*& CT<bN
16Ga11 S. Je 4ov oe&;,v fON ow.4.
CONTRACTOR:
PERMIT NO: utiar3W/A&dr
INSPECTOR: �iiMcS .R/As✓d
JURISDICTION: ,tQO�twL Gr ,v y Leib
KRAZAN PROJECT MANAGER: le r r WEATHER: CLLw A! TEMP: V 7 •
❑ FIELD SHOP WELDING ❑ M.T. ❑ P.T. V.T.
items) inspected:/.iU<4«`1 !/V.TPFC TBb CAA1,0Py /�T L'oLU.n�ilrs
Ave O/V NC T!O/V S *14 cc .ss
%�OTsiL G �J 6Z4a2 aNJ GIP uor //VX&"72YD .41w 4 T'</C'
Ao1.ra4-1/X PArR .VWS D<. / - evit
W Weld Size 3/16" 1/4" 5/16" 3/8" ❑ Other:
Codes: AWS AISC TITLE 21 TITLE 24 -US&- ASME
.Zed
�i &",6rt T Z - SkYA-N & L/n/"LLz,r GyoS"22/ 6neA 71//2a/l
AAQre ' 7149 Z)ZJft / //V 4 016 A90 'r 11V ,61 C,414C T'ey if 14eArL DS aff Ay'Oe -v
OA/ Z*Ar 1--V vgs R re 419L6 Bucs«*rs 7"<,1U,S /V40 lv6r%..9s w,/r&W Ps scta .41-
l�il�SEr �OG.rYl'<oi�S G bniT ��Oit Lc�<</ C4*,rj-1'Y -rev& xroe ,
To the best of my knowledge, the abovef"9/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: ���� Technician:
Serving the Western United States
This field report indicates our inspector's observation and testin.9 results based on the site condition and contractor's activities. This information is subject to review prior to final submittal.
By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site.
Revision 1
Effective Date: 11/15/07
The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wriuen permission of the client and Krazan & Associates.
VA4e i<n«
�8Y Ra, Imelly"
d X -/ TiY" S• 9 11
.a MaCA Vw
Y 41V/1JG' a-A,1e/N6r&AV--yd
Position:
'-Process:
tW-Weld Type:
FLAT VERITCAL
SMAW FCAW[G—MAW
FILLET C.P.
HORIZONTAL OVERHEAD
SAW
P.P. PLUG
Filler Metal:
❑ Other:
❑ Other:
W Weld Size 3/16" 1/4" 5/16" 3/8" ❑ Other:
Codes: AWS AISC TITLE 21 TITLE 24 -US&- ASME
.Zed
�i &",6rt T Z - SkYA-N & L/n/"LLz,r GyoS"22/ 6neA 71//2a/l
AAQre ' 7149 Z)ZJft / //V 4 016 A90 'r 11V ,61 C,414C T'ey if 14eArL DS aff Ay'Oe -v
OA/ Z*Ar 1--V vgs R re 419L6 Bucs«*rs 7"<,1U,S /V40 lv6r%..9s w,/r&W Ps scta .41-
l�il�SEr �OG.rYl'<oi�S G bniT ��Oit Lc�<</ C4*,rj-1'Y -rev& xroe ,
To the best of my knowledge, the abovef"9/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: ���� Technician:
Serving the Western United States
This field report indicates our inspector's observation and testin.9 results based on the site condition and contractor's activities. This information is subject to review prior to final submittal.
By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site.
Revision 1
Effective Date: 11/15/07
The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wriuen permission of the client and Krazan & Associates.
WELDIAW RECEIVED BY
C EVELOPMENT DEPARTMENT
udk%taZan & Aabciates, Inc. REPO O:
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING NOV 15 2010
CONSTRUCTION TESTING AND INSPECTION
A44 -SWOP
/6GLy S, R, qocR�"/vre�v lv.v.
DATE: O/� CONTRACTOR:
PROJECT#: Ojpa -l4-20/ PERMITNO: "A1Ay-a1/a&1--
PROJECT. LIiL'dr("�Q�'>��i0�'/✓�'G'A71�779r.4t INSPECTOR:Z-4M�,r 46/4/y"1J_
LOCATION: Z 8�IT JVAr [✓X#AX RO.va Jbf-AM JURISDICTION: A -A 1, A"A
KRAZAN PROJECT MANAGER: R BJH WEATHER: CL&n a TEMP: V 7 -
❑ FIELD SHOP WELDING ❑ M.T. ❑ P.T. V.T.
item(s) inspected: U<Ay</ r < /V,5 d'&G / E o L *'V/V C0,177, J (//*J/W4W*W/ 4.0r -Mew A
AAsj!r AA-,rS- fwd Calf'/dare-/iii/ RMCke-rs Ane 20n</y&C 2 -,' oars e 14 Gc e's
Z27-i4Z to � �6i 6Z46!»NJ GL'�/2� //y,f',& C=& .onsd -rA'S-VCLD/NG A .4.1
2F�L�e��e��-o D.P�uu«vim S-/ 7-#011 .i-9 !fY /NAW t -n &1AAZtc%1rvG
.13 Y R r //i/e/ko" ra 'WaeA� ,,Y
�A Position: FLAT VERITCAL HORIZONTAL OVERHEAD Filler Metal: ,VX 7n -T—CP • a3S
IX -Process: SMAW FCAW GMAW SAW ❑ Other:
'W -Weld Type: FILLET C.P. P.P. PLUG ❑ Other:
V Weld Size 3/16" 1/4" 5/16" 30 ❑ Other:
Codes: AWS AISC TITLE 21 TITLE 24 -HBA- ASME
TQC
�Ai.csL n/w XZ, - I31ZYAAI & 41m"LLty G4.10S'22/ c -A 71j®2or<
/t/df'.d • TIfF �2AW</vG ?�6D .n<cT /wd�C.a-rte T�4G t�y�Lys w�q/r�o l�t� P/,4ca-t�
0/y -r#& <ry--r."00-s o r' 6LO Au--AeAmr 7*1L/is IVo .wr-
T�/�E'
r
To the best of my knowledge, the abov(lA/ASf//fi'/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements,
SuperintendenURepresentative: ���� Technician:
(I 21e— 94ov
Serving the Western United States
This field report indicates our inspector's observation and testin.9 results based on the site condition and contractor's activities. This information is subject to review prior to final submittal.
By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site.
Revision 1
Effective Date: 11/15/07
The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written p emission of the client and Krazan & Associates.
i \LWD REPORT NO: 130583
aZ;a 1 & Als 0 c I a t e s, Inc.I n c. RECEIVED BY
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING COMMUNITY DEVELOPMENT DEPARTMENT
CONSTRUCTION TESTING AND INSPECTION NOV 0 S 2010
DATE: Il - 3-_2_0/0 CONTRACTOR:/fit
PROJECT #: CL - AQ -2 9"7 JURISDICTION: f8Q6 .ol tir�y moa
PROJECT: PERMIT#: /D—IOL��y—G�7—CO
LOCATION: Z 4F4*4 gr OA&Ae,�rooy_ ,7jQW-0 INSPECTOR: y,9M cS' 8 f&4
KRAZAN PROJECT MANAGER: 244 WEATHER: CZg,9,e TEMP: 4g•
11V SPCC Me QM
S179
AS
SC h1hZ&Zdr4Q BY 7//,& dQ V7;BACTDZ • tyez
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y�i�t G//�ir�
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Equipment/Asset Number(s):
To the best of my knowledge, the abov WA /WAS NOT performed in accordance with the approved plans, sr ecifications, and regulatory requirements.
Superintendent/Representative: Te c hykigian:
A�rreso •/ .��
This report indicates our inspector's observation and testing results based on the site condition and contractor's actioies. This information is subject fo review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The informatior provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Offices Serving the Western United States
Bothell (425) 485-5519 Gresham (503) 665-3574 Poulsbo (360) 598-2126 Puyallup (253) 939-2500
DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009
100
90
80
70
U.1 60
Z
LL
Z 50
W
U
W 40
Q_
30
20
10
SIEVE
SIZE
PERCENT
FINER
SPEC."
PERCENT
PASS?
(X=NO)
.75
100.0
PaRkle
Atterberg Limits
625
100.0
P1=
Size
.5
96.3
Distribution
D50= 4.5481 D30= .2807
.375
84.5
0.0-90.0
F%port
I
#4
51.7
A -1-a
Remarks
#8
30.7
28.0-58.0
Ashalt Content (AASHTO T-308): 6.40% with no correction
#10
27.4
#16
17.7
#30
15.2
#50
11.5
#80
9.4
#100
8.8
#200
6.5
2.0-7.0
1
11110
M1
1111111111111
M11111111111
IN
11101
11111
III
INN
11,16,11
INN
llilim
GRAIN SIZE - mm. I
% Fines
Slit
SIEVE
SIZE
PERCENT
FINER
SPEC."
PERCENT
PASS?
(X=NO)
.75
100.0
100.0 - 100.0
Atterberg Limits
625
100.0
P1=
Coefficients
.5
96.3
90.0-100.0
D50= 4.5481 D30= .2807
.375
84.5
0.0-90.0
Classification
#4
51.7
A -1-a
Remarks
#8
30.7
28.0-58.0
Ashalt Content (AASHTO T-308): 6.40% with no correction
#10
27.4
#16
17.7
#30
15.2
#50
11.5
#80
9.4
#100
8.8
#200
6.5
2.0-7.0
1/2" HMA - 9-03.8(6)
Source of Sample: Asphalt
Sample Number: 1OL368
4UKmzan
Material Description
1/2" HMA. Source: Woodworth & Sons.
Sampled at Intersection of 541h and Levee Rd.
Sampled by G.Naill at 8:1OAM.
Atterberg Limits
PL= NP LL= NV
P1=
Coefficients
D90= 10.7264 D85= 9.6257
D60= 5.7443
D50= 4.5481 D30= .2807
D15= 0.5643
D1 0= 0.2104 Cu= 27.31
CC= 4.30
Classification
USCS= GP -GM AASHTO=
A -1-a
Remarks
Rice Value (AASHTO T-209): 155.5 pcf.
Ashalt Content (AASHTO T-308): 6.40% with no correction
factor applied.
Client: City of Fife -Public Works
Project: North Levee Road Overlay
Project No: 066-10245
Tested By: M.Thomas Checked By:
Date: 10/29/2010
rigure
,o
WELDIN
AH <XaZan & As#iates, Inc. REPOR :
3%4,4,,y
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNITY DEVELOPMENT DEPARTMENT
CONSTRUCTION TESTING AND INSPECTION
NOV 2 9 2010
DATE: 11 -0-2-01b CONTRACTOR:
PROJECT#: 0& 102 S PERMIT NO: /e -/-OZ BS'/- 00 -CD
PROJECT: LAx-S'p��r HC;aPtni� C�►iuY�*it INSPECTOR: J'1f/Y?G5 B/Aiyo
LOCATION: Z ff*J� ShWgiA/VaMill jym Zy RD Siu-rn JURISDICTION: �'EDERA� �?/I61Y W./I
KRAZAN PROJECT MANAGER: ROY WEATHER: OVEacAs°r TEMP: 5F Y°
X FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. V.T.
item(s) inspected: &s/ /,Y mi(sPECTEo r- A&aw 7/p,—r- hmeey #--rS 4C6L&m1V t3�CSEP/ATE
ky& NO Ti4E ,�'A/3!Z/GATED �iTit+UCTUR,4L P/.4T6 BUL'ACETS 14T 7dP 07� C6CU/YIIYS
i!
y_,sa��v��t�o %y �'rwew Boinova wl—wwrs /sii.�.wzei AvlgE G[.$: �x� /�vs�»w�iEb
i9/y0 CH6C/CG4
7'1,,,r Sylaocr/&,yt A/wr-c d"C&rTs R -r -4/re, //S �/ Rue*" .4T'
/_'vim /2LJ'LVw j re dAr
�'�/�ir./.y ,dast�/��.�rs,git/�f/oR l3oc� N�rrs �iu.os��Errxs �ivsr�.wid� � svu�T<<r�r�vo*o.
'g Position:
FLAT
VERITCAL
HORIZONTAL!
OVERHEAD
A Process:
SMAW
FCAW
GMAW
SAW
5� Weld Type:
FILLE
C.P.
P.P.
PLUG
®. Weld Size
EM
1/4"
5/16"
3/8"
A Codes:
1A911AISC
TITLE 21
TITLE 24
Filler Metal:
❑ Other:
❑ Other:
❑ Other:
-68®-9 ASME
SC6C
To the best of my knowledge, the above VA/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative:
Technician:
Serving the Western United States
This field report indicates our inspector's observation and testin.9 results based on the site condition and contractor's activities. This information is subject to review prior to final submittal.
By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site.
Revision 1
Effective Date: 11/15/07
The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kazan & Associates.
Federal Way
Cr1MWI NITY DEVF.LOF.MENT .SER VICES
2.53-83.5-2607• F..AX 253-835-2609
_tn_ •, yaprj; cel^' mac!! �_: cm
HERMIT s e
APPLICATION Ri�C �
tJ ` D
NO
ME PL DE EN FP
SITE ADDRESS
C77-r
SUITE/UNIT N
W
OF
Zw. .J�F
✓ `�
PROJECT VALU "T*nt.
ZONING
ASSESSOR'S TAX/PARCEL 8 y
TYPE OF PERMIT
VB19ILDING ❑ PLUMBING ❑ MECHANICAL
❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
(Tenant Name/Homeowner Last Name)
n t�
��� C� 1 S U
PROJECT DESCRIPTION
Detailed description of work to
be included on this permit only
NAIM
PRIMARY PHONE
PROPERTY OWNER
53 _ qq(-
MAILING ADDRESS
JRR 1 V • S • ►�
E-KAIL
k."13CZE Rk
CITY
STATE
ZIP
SAMS T�G(ZC� 4 A55U LI STC S i L
PHONE
P-
aab-71�G
B AMD90 ADDRESS
` 44 ALL-�Si�JPcOceS�6�bj
EMAH. .
CONTRACTOR
rom
CITY
STATE
,
.
ZZIPh^
/00�q
FAX q
to S
•�+
t �
WA STATE CONTRACTOR'S LICENSE N
EXPIRA'T'ION DATE
FEDERAL WAY BUSINESS LICENSE $
P
)I / % //V
-0-+1 -z-,c,
NAME
PHONE
MAILING ADDRESS
Q • • 5 ,74
EMAH.
t- SLS E- Q6{ e Acl, . C,
APPLICANT
CITY
STATE
ZIP
FAX
A53 -q4t-G-7/(�
PROJECT CONTACT
,n
�� ` "�`22-�
CP�H�ON/E
/`tj`L4ja)C)
(The individual to receive and
MAILUM ADDRESS
A Abp
E-MAIL
Us - ZL 0 e
respond to all correspondence
concerning this application)
.
I&CG L, . -U
Sw&.
98003
F � _q4(-(,-7
ALTERNATE CONTACT NAME:
PHONE
EMAIL
PROJECT FINANCING
NAME
OWNER -FINANCED
Required value of $5, 000 or more
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
(RCW 19.27095)
I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best
Of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in
the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city,
but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as a part of thi plication.
SIGNATURE: DATE 7 ( lc
ff 11
PRINT NAME:
Bulletin #100 - April 14, 2010 Page 1 of 3 k:\Handouts\Permit Application
h
:"Vl
VALUE of MECHANICAL WORK $ (a copy of bid or estimate must be provided)
Indicate horn many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
AIR HANDLING UNITS FANS GAS PIPE OUTDETS OTHER (Describe)
AIR CONDITIONER FIREPLACE N E TS HOODS(commercel)
BOILERS FURNACE HOT WATER TANKS p-)
COMPRESSORS GAS LOG SET REFRIGERATION SYST
DUCTING GAS PIPING WOODSTOVES
Indicate horn many of each type
BATHTUBS (or fhb/shower combo)
DISHWASHERS
DRAINS
DRINKING FOUNTAINS
HOSE BIBBS
to be installed or relocated as
LAVS (Hand sinks) _
RAINWATER SY MS _
SHOWERS Q�, _
SINKS (ween /v cyl /� _
SUMPS
f this project. Do not include existing fixtures to remain
TOILETS WATER PIPING
URINALS OTHER (Describe)
VACUUM BREAKERS
WATER HEATERS (m—bdi )
WASHING MACHINES 3:3•.'•i'.lNN�1�:�i:i:E:::'<a%#
.>./.i> v •+ }moi{+:?••r J ..: nq::
!•! r J
�'i>$ ; ::ff,.•:Y} •�if:�'J.2:::???•Si:•}i .Jr... :+J /{. ,/.. J r'•
vJ.:?• v?:C!!' ti :' ry„F:, ,r/.
- f ::ry?>: ::: p,»:::: •;:>;vf {:. „ ..::.:..»{:iii.'•}'' r
r
f.• x: J..+>..:•f: v x:J+f.••frr
..
..,
.. ».r }nr
>.• f /.,.•,l,F f,. r i.>;yf $'i,'ii;.
f % >r. ^J:i::. ::•.•I.•r• :?v: 4vx::::::? v::::::ii
'J.+ l r Jv. r$:.. f.•:?i .. f.%>ry .. f.
rf . fr•. '+!%''i: i+if }.iF}i�
•:... ... ..... .u::{.^.,,{{:•}fir::.: .>...• .....
...fi l.?{•.x .•.fix .n.. r.:fi. /.:. .n....... >. f.>.•.rrr.: l.•.; :}:;:1:: /:. ..
?{.: f.•i x{•f.•x:::>:•: �?�:.:v v:::/......... v:>:. rvv ::>.>.>. ».r,: f.>.J.if.; ♦
. ¢r.lf. .. {.. r........ r. .. rv:.•r:::.�.... .. ........... .. ... :• ......
+'r,:{.: •:: r:: :::
.... r.... f., >. r. ......:
:' •>�.>
t-...: f ........:..:.:'.::::.
:f •.::�.r>.Jr ..%f�; r. .
r .f. ..
AREA DESCRIPTION (in square feet) EXISTING
PROPOSED
TOTAL
FOR OFFICE USE
!•}: •{::{ :;.;:•,
j - _ ;53`S.}•r� �:%:�::�.^:•#iii:: v
•is�is�:isi5::is�i::i:::�ii:::3:�:::i$:::�i::.••;•4ii}}i:
x: {.i:.iii:;{.}•: r:::.:;::.}::•::.
v: J --. :}v.....::.. •?{:::.:::..J.i
0:.:'::.
}:::::::
•?•::...::?.i}:;•}iii•::::::::rs:
:..... .i.v'.}•.n}..,
rv..i.::.}:::nr,•..
�::v�i'i�Siii?i%:::ii:�:�iiiiiii':?:•>:: r{ r
................................ .....::.. r{: ?: ?i?�:•}:xv�'•}}:{ivx x:::: x: r:, ilii+,rr•
r.......x x.... ''+� fi x: •xr:x :w::. r: iti r.?:+::
.:: vJBn{:{+ir:::
is v:
+'}+''::?{jii:
/::
v:
.... .... .r.
r....iiiir.?vXi}}}:•i:•i}:•}:;?.?}i:?.}:•}:•}i}:•}:•}:{•}:•iii:•:::•}f::•}:•}}}x::.v::: x:: }::: •n:vr•: rfi.; .} .rr:::: x: xvvxrrr:x::.
x: }::
FIRST FLOOR (or Mobile Home)
::Siff:iii::i:;}i ii5:. r: iSS::S::::SSSS:}SS::S:::YS:S::'i'iS::i:::�:::::::2n:I:L`.;
rw:N
:;:;5:;:;:: r•5''.':
< .r•:}fir
>.::::..}:?v:ii'i:4::::::::i::i::i:}j::'::':
.. ....... wn. n.. r.:::::::.v.:v:.v::::; �{:x+•}:+?•}:•}}}}F4:?..r:::::: r: r. r. x :x vi:'•i }rri:: r.:.::: vv::.
•: rS. .......:...... f.}}::vv::::.v:::..:::::. .... •. ... ..r ....
..v: .:::::....
,::.};{{til•}
_ . .—..—....__.__.—.�--_..
COVERED ENTRY
---._.._—...__.._._......_..-- ---
......... rrrrr:iii:-}:;•}:•}:•}:•::•;...... , ...... ::::fryt {:;r?%sii:;:::<zx}•rr.;•?::.:
.r.} v;}vx.}'?v
'":iii v?:ii:S:;i:;}ii:•}?iii}{iiiii?i};,•:
•}}}}}::::::�>{i•;:�ii}:i: ,
r:•}:::::::.}•.,v,:.>:: v..{ry{::
{.};nv.}•.}v:::?•}}:?:fi:4}.. .
:::�G iR:i::iii:ti;:_:;:i+:Si:i::::i::i:-;::i:iiiii:::i :.vn•... xn. n....
r::• ::::: rx:: x.
.. r .........�c.....:.......:.....:.......r.x:::x::::::::.r+.rx...x:.�:rxx. xi�...r ..:i.. xr.::...+.:...
>.
'•}:}5:;:;:.;�}:v:•}i:{i:}}i::;r}+i}::<s;;ry:}:•}�?.}}+:•}+:•::}:•}}ri:
GARAGE ❑ CARPORT ❑
.....:::........
:.•
>r:::::::::.:r>:::::::::::::rr.:.::r:r:::::.•.:r....}}:i}:•i:•}:+.>......:.:::::...r..•:i}}:,}.�::::::}:::::r:r.•::::•::::
•..::::r>:.>rr::::r:r::.i}:::r
_
H==G
PROPOSED
TOTAL
Area Totals
ESTIMATED SELLING PRICE $
# OF BEDROOMS
AREA DESCRIPTION Area
in Square Feet
ADDITION
::;Sri •ria:i;}:ii::iii: % %"/,''?•'?
AREA DESCRIPTION : Area
in Square Feet
TENANT AREA ONLY
Occupancy Groups)I Construction I # of I Additional Information
TvDe Stories j
Occupancy Group(s) I pConstruction I # of I Additional Information
Tve Stories
Bulletin #100 — April 14, 2010 Page 2 of 3 k:\Handouts\Pernnit Application