HomeMy WebLinkAboutPermit D02-225 - PRINT MANAGEMENT - PRESS PIT AND DRAIND02 -225
PRINT
MANAGEMENT
6700 So. Glacier St.
EXPIRED
. — , -- -- • �,c d
4 00A. )
N + f City of i ukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5
DEVELOPMENT PERMIT Z
• Parcel No.: 7888900080 Permit Number: D02 -225 cc w
{
{
-_. — -- - - - ,r • - \ 4.,
,
"OA, w *. ,mod
'31c�1�('A ity r 1 Tukw � � ; - Cof ila
r
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
z
�Z
Parcel No.: 7888900080 Permit Number: D02-225 W
Address: 6700 S GLACIER ST TUKW Status: ISSUED Q D
' Suite No: Applied Date: 08/02/2002 _10
Tenan: PRINT MANAGEMENT Issue Date: 08/16/2002 0 p
WI
1: ** *BUILDING DEPARTMENT * ** N
2
0
: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 27
that agency, including all gas u. <
piping (296- 4722). N d
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be =
inspected by that agency Z w =
F .-
(206- 835 - 1111). i— p
5: All mechanical work shall be under separate permit issued by the City of Tukwila. w I' uj
6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These ? Q
documents are to be V
maintained and available until final inspection approval is granted. 0 -
7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). W rz
8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of = U •
appointment of the inspection
agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a - Z
timely manner. v N
Reports shall contain address, project name, permit number and type of inspection being performed. 0 H
9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the Z
inspector's knowledge,
in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC.
10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as .
amended, Uniform Mechanical Code \
(1997 Edition), and Washington State Energy Code (1997 Edition). r
11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for
special inspection.
12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a I
permit for, or an approval
of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to
give authority to violate
or cancel the provisions of this code shall be valid.
,1, yrr
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances ,1. ,�. ;j
governing this work will be complied with, whether specified herein or not.
r.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws t'' :., .
regulating construction or the perfo manyiof work. i4 ,1.1'. 4 y 6
: 1
��. �/ Date: ,, , Signature: � � Q )cy-z_.._. ,,
doc: Conditions D02 -225 Printed: 08 -16 -2002 - ' ;:te
1},Wt'Y].e3o'. i1+ .a.r i.4>.o -.F.:. .LA1n. �J..:A .!N(�'erN4n+rw wvif.Y.- '.•wyrl+..n.mr.. v ....w.. r.;.ry .r r. r ...,.. .. _ «.. ... ... .... __ — ___ ... .. .. .- .... .. .... rs r. ✓ ...i r. ».. f, r.-.i v..v -. t.ermuaee -
,
4064 02 efrrai itr i ..
.
' ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent #_ Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: g al Schedule:
❑ Miscellaneous c � rir.
- }r% {tom: .
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 \;:9:? ; ;s k, +
possible revision by the Permit Center to comply with current fee schedules, ' "s
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Thet,
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 '. jrt< :�:,,
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. !!!
Date application accepted; Date application expires; y: s � `} '' { ';
p p � i p � • 'capon take b (initials) ��� =
:�r�= � r � "
PLEASE SIGN BACK OF APPLICATION FORM 1,i;.`; :_ °-` `
vail 11/30/00 Z
elprrmiLdrle
i 5.-2i:, % i
• � .' + . .t,l, tl2 ''''Vii ^5...,.:... . , u .N.r. . ' ' '' ' y ..�r•�'. Y - � ::: • 7 � x • aS ✓�:'u. ar, ° ..Z`St ±hl: N,' Q,k iti�N e, „v�. ':: W w v � f' "n r'.0 .: .V� .+•��YRn „ 'tF,` . .. . �.,, ,...,,.....- ....,- ..........._. - ..,....... ...... .._.......s..:.a`:._.1:..�....s
,
{
— • -
: . 'n . •:• :u L: I • /-. P.3/3 .)
A !'f'1 l(411 *MI/SI RI SUBMIT !!l) 11'1/!1 TIH./ /OWING:
D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITrEb ,
❑ Complete Legal Description
0 ri Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ n Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only) ,
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8, Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use .
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 1 8.45.040), of those, z
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W
c.) =
`C3 Cl Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. F .
17.1 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
z
❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
In ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296-4787. (Form H -5)
El 1.1 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ".
Biiildliig;Owtir �' ' htlif Oi ' licant;is other than�thieti r r i er"'d;arc i`ifecflen$ine'
er,".nrr.ca. r l: e+ »s d;:b t `e £thee :? . '
r •.. ,,,,,,, r,. wr,,,, , „ e:' rj�? .,„ .� eg�z ,.e I ,"',rw,.,,� „{w .Iw.... „�.. � ,„ h...
, o./ rt';;;a:nbtar J ett r d1Yt ,er ro er ';owner;au�f�or ,n ' n , „ ' '' "”"
W'`� ,�6't;q, , .l fl ';tIJ ')i p „' ty ,�,tf,e' a t, jG; rcrljr lC'ih�5 „peCtP11���F�Li�c�tian� Shd,; o' 61�in•E�Iie� �F s �.;as, , � k �� z .
,�,”"
n,r , m.,, ,. ,..a 'r -, ,���, ,,.,,�,. • 1 r' • i r . v „�r� ,r ir, , �„ � r , dr G l H"�• :Y�5
vier u'irei ; i :of„th ssubmi , ) ,;, , , „ , „ , , w., ,,, ,,, , .rar,., „ ,r ,., ,.,, , . , ,�..
�', �� � ;: ; . ' -,Fir. '�, �” ,
Pq Pet? ttc'2 „� . ” . „ ,, ,, , r . 1 : 4 :s ;i
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ' ,„
tl 1 tl 1� •+ •. � 1 I„ '''':':•'‘.:414i.....'.7. � ,I, , � it M , �N�.� iiy�nwiw�V,. �, i ":".7.:....;::...Z.: •I i�w� , • : F .
° 1ZO W190a 'l • tlT , I;ZEet'''AG , ,, , , „ r,w ,,, ' ;,:;; ,r „, „, , ,
,., "�' w ,
Signature; --' r J I Date: 8 C ' -,,
<< /. 1 I 2� y:.; „,w 1: t :
Phone: Fax #' sr{ p t ~
cv Y- Qo, \S-\ i
2...a73 939 7 77 7 z.z4: 939 - 799 k � „£
Print name: R
Address , City /State/Zip s'
,,. .
, r3 4111 ;
11 /30/00i'r`:tr'/s' aEia
clpenniLdoc 1Ci
N = 8' ��Si `x'- nt"<'d51'»reit:- rL?''Ji k *�” °HF'S % •u: .. ,. •Mra :v;; « ., r , .. ,M. ..,,jvj..., c:,,,,.;.,v.'::... `!`n ^r °. .._.'r:,,...F. >ti~r�Sr,,,,:- ...:.....�..... ;t.y,,.,. .t.r. y „�.M +,<
c
,
. - NC,
.
T r r . 1;{./
i
d
...
. ,..., ,
"y, f r 1 •
, a iry C it y of 1 ukwila
Me
'...x . i
► o .- - . r- , - . ,s.,
,
PERMIT NO.: 1) 0 Z �i7i TENANT NAME l ' ,CAA(t eh.
BUILDING PERMITS
INSPECTIONS CONDITIONS
❑ 1 Progress Inspection Status * 10001 No changes will be made to the plans unless approved
❑ 2 Pre- construction by the Engineer and the Tukwila Building Division
3 Investigation 10002 Plumbing permits shall be obtained through King Co •
4 OK to Occupy 10003 Electrical permits obtained through L & I
S Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z
❑ 6 Follow -up . 10005 All permits, insp records it approved plans available ( H
0 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected :F Z
0 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified
❑ 60 WA Ventilation/Indoor AQC inspector 6 U
❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall be special inspected U O •
71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W 0
T2 Marriage Lines . fa. 10010 When special inspection is required...notify Tukwila tD W
90 Rested Building Division I _
❑ 95 Footing Drains 41 10011 The special inspector shall submit a final signed report to LL
100 Foundation Footings ❑ 10012 My new ceiling grid and light fixture installation W O
200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2
250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment a r
❑ 300 Concrete Slab/Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site u.. Q
[9 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have N d
400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation I W
0 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z I
500 Roof Sheathing Nailing retardant class of roof F.
❑ 525 Plywood Dedc Nailing 0 10019 All construction to be done in conformance w /approved Z OI—
❑ 550 Exterior Wall Sheathing plans W
600 Mayo
nry Chimney 0 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project V N
❑ 700 Framing ❑ 10021 All food preparation establishments must have King Co 0 -
750 Roof/Ceiling Insulation 10022 Fire retardant treated wood shall have flame spread of W F-
800 Floor 'ambition 10023 Notify Building Division prior to placing any concrete = w
801 Wall Insulation . 10024 All spray applied fireproofing shall be special inspected
802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated — O
❑ 1103 Glazing Inspection Oa 10026 All structural masonry shall be special inspected a. Z
❑ 1115 Lighting and Controls a 10027 Validity of Permit U N
❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit O H
❑ 1000 Interior Wallboard Fastening Z
❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div
❑ 1110 Pre -Move Inspection 0 10031 Comply with requirements of TMC 16.04
Q 1115 Motor Inspection 0 10032 Remove all weeds, concrete, stone foundations, flat
❑ 1120 Pre -Demo cones
❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and 1
❑ 1400 Final-Fire compliance with King Co Health Dept.
it 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
14.. 1900 Final- Reroof ❑ 10036 Manufacturers installation instructions required on site
3100 Site Visit
4000 Special- Concrete ❑ 10038 A C of O will be required for this permit
4001 Special-Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special- Mom/Resist Conc Frame
❑ 4003 Special-Reinf Steel Prestress ' • ❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces
❑ 4005 Special- High - Strength Bolting .,pi "'`' "``
❑ 4006 Special- Structural Masonry ❑ 10042 .Fuel burning appliances 1 0043 A
❑ 4007 Special- ReinfGypsum Concrete ❑ Appliances, which liances .:u.
' � E
generate :; . , . ` 4`
❑ 4008 Special- Insulating Conc Fill ❑ 10044 .Water heater shall be anchored �,
❑ 4009 Special-Spray Fireproofing ❑ 10045 Reroof
❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring- All new construct and substantial ; r:�,;.�,riu,
,t+
❑ 4011 Special- Shotcrete improvement y �:
im rovement shall be anchored to revert flotation"
❑ 4012 Special- Grading, Excav/Fill_
❑ 4013 Special - Retaining Wall
❑ 4014 Special- Panels Plan Reviewer Date: 0 !r n n
❑ 4015 Special -Smoke Control System i1f1/1 ' �` r ` ± > < Permit Tech• Date: 8-6
' k
� i
w:3. t9t=
•
., - - - - - ------ ' ..
•
•
Z
I
1.- Z
I
CL
upY.•nn>m..np o,a.., ... >...n.•�_',nr.; r.., .. ::. .,•;:.... ...ft.r.: ..,... ,. ... .. .. .
.. -
-.I U
00 '
CO
-
, 2' INSPECTION RECORD w I
Retain a copy with permit e4_ ' d co
IL
INSPECTION NO. PE Ny uj 0
CITY OF TUKWILA BUILDING DIVISION 'k a a al
1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u_ Q
0
Pro' , : ' Type Inspection: = d Ili
A I iM
r ess: Date C le Z 1-
Cr 70D /(7 c /e' _ 1- 111 Special Instructions: Date Vnte a.m W W ; a n 2 D
. Requester. U • ti PC , J
Approved per applicable codes. El Corrections required prior to approval. L I 0
Z
COMMENTS: w co
1" ' nv nt_ LI );4�
A A A aIA S -
`_r f
V\ C3 �r 6\0\-P w 4 In 04 PG1
-SaW V S CA '4
,,
i � 5 �. *41
1 -� - ire
r,
{` 4 . 1
i t 3,, t , 1P ; ..
i I n s . , r D 1 ; 1111. )4?/‘
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;
Receipt No.: Date: 47117.741
WI 4
, °
{ ' r, . , ... ..s , . ..d1L 4,.r:;,..,ttA, i J '.'✓ -?Y6 i-^ti4;tt }'1.,i` %r
G 4 � >� •.,� a ... nr�,.t tirecbRCfwt r7:f> � n.` i'S+ A�a ; s %*:;i�.: >.Ldd:i.
' talcs ,�4Pr.L�'+�:iri3'ik.....w4r.: 1t.uj;i �,(���,y.�,y �' •i.��4 >��i�� �ttb �L +..� ^_t.. 1 ,.
°�Y' ���' °4+ _ "V {''L'� (, 2 • x /+.at��ti5.'SA+4 Jik a• ?'�. �"Mi A!':. � {, ^�;.,,,n,y
-
,,. Rtz t , ,
j
Inspector: Date : � . ' .
It 101.1
El $ 47 .00 REI SPECTION REQUIRED. Pri or to inspection, fee mus be paid t ‘/21 . "' 'r;
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l » �s
Receipt No Date: ;;;i
try . '..2.4 6 ..1as ti _:u,.. .. {.: % lY ' F:.' �.. ; :4 %f .:'..,,?..-:4% , . .
. . , . ?'.'. . " ` f , r , .. > -. ,
,
, r
}3. rf... 0 o , 4vpml.waNk.aS 4 , Warn. 713 dk Alf: a ■. 0 iiN40 , ivV^.:.1
.
•
�11LA
S ,( •
�'�,1ti lip: %-z. 'Z % City of T ukwila S teven M. Mullet, Mayor
� ' ;r���• _; D epartment of CommunityDevelopment Steve Lancaster, Director
� '
1908 - -- •
z
January 7, 2003 ' Z
re
Richard Balster
P.O. Box 818
Auburn, WA 98021 co W
J i
RE: Permit Application No. 002 -225 F "
6700 South Glacier Street N U-
w O
I Dear Permit Holder: 2
J
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila • 3
Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the = d
Building Official under the provisions of this code shall expire by limitation and become null and void if the H w
building or work authorized by such permit is not commenced within 180 days from the dale of such permit, or if. . Z H
the building or work authorized by such permit is suspended or abandoned at any time after the work is Z 0
commenced for a period of 180 days.
LU al
Based on the above, you are hereby advised to: • D 0 •
U
OD
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 t—
inspection. w w
I- U •
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit• u_ I-
or last inspection; or if the project should be considered abandoned. z
U (/)
j If such determination is made, the Building Code does allow the Building Official to approve a one -time = .
extension up to 980 days. , Extension requests must be in writing and provide satisfactory reasons why. p I—
circumstances beyond the applicants control have prevented action from being taken. Z
In the event you do not call for the above inspection or request and receive an extension prior to February 25, .
2003, your permit will become null and void and any further work on the project will require a new permit and .
associated fees. 1
,
Thank you for your cooperation in this matter. .
Sincerely, -
cti
Stefania Spencer
Permit Technician
Xc: Permit File No 002 -225 : s t`nr;_
Bob Benedicto, Building Official ',1'`x' '3'1=q''
000 r ,� y
A "5701
70
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ;0
. .. i. i. rAr%.'`1SY3 t "i'! °:7: ur rF: ti4) YJ+):. 54.. Latiil��F ' .. ir.awr
1
A
t
I
r-----,
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
p A s . f "'
6747 M. L. King Way South, Seattle, Washington 98118- 3216'l1 A a
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 •
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: IottclroenRijam
CONCRETE REPORT t,b, 2.2.S coml: .,...., • ,
Job Number: [ 02-464 I Report Number: I 002 I Permit Number. I Z
I I-
r Project: Print Management Architect: 1-- W
Address: 6700 S Glacier St, Tukwila Engineer: Q
Client: Donovan Brothers Contractor. Donovan Brothers 6 U
Date: 8 -29 -02 _ Inspector: B. Sonne 0 0 •
Inspected the resteel and placement at I Foundation level - maintenance pit walls. W =
l_
Resteel is • rade 60 , as s • ecified, from Birmin ham 1 W 0
1 Placement Data _ Description Design Batch Weights/Cubic Yard }}
Supplier: Miles Cement (sack/type /lbs.): 564# 2 J
Mix Number. 01600 Fine Agg. (lbs.): 1380# I Q
MSA: Coarse Agg. (size /lbs.): u _ )
Max Slump Allowed: 4" Coarse Agg. (size /lbs.): 1860# 's" = W
Max W/C Ratio: Coarse Agg. (size /lbs.): Z H
Total Yards: 16 Fly Ash (lbs.):
Placed Via: Pump Water (lbs. /gal.): 33.5 gallons Z I-
Consolidated Via: Vibration Admixtures (specify): 10 gallons - added water j
Required Strength (psi): 4000 U a •
Sampling and Casting of Samples Cubic Slump Air % Conc. Temp Ambient Truck Ticket 0 H
ASTM C 172, C 31 Yards C 143 C 231 C 1064 Temp No. No.
Cast Samples: I 1 -3 10 4" NT 68 66 066 _ 449897 = U •
F- H
Weather: Slum • Ran • e: • — 0
Date Samples Picked Up: 8 -30 -02 LLi
Comments U =
,-L-
~
Other ASTM Methods Used: Z
REINFORCING & PLACEMENT: I Conforms I x [ Does Not Conform
TEST RESULTS
Specimen Test Field Age Size Area Max Load Strength Type of Fracture
' Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) .
1 9 -5 -02 7 6x12 28.20 29.23# 115,270 4090
2 9 -26 -02 28 6x12 23.27 29.48# 158,090 5590
3 9 -26 -02 28 6x12 28.27 29.61# 151,400 5360
4*
SAMPLE TEST RESULTS: I Conforms I x I Does Not Conform I
*Discarded
Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 ASTM C617 ASTM C1231
Note: Type of fracture does not apply when testing in conformance to ASTM C1231
r .
r. `
:,
Copies to:
Owner x Contractor ,fria b i'
Architect x Building Dept. Technical Responsibility: , , /i.� � 4 C �[, .G :�i�
Engineer ' $y. t om.
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, _�.
p PP Y P P P Y P P ��;.
except In full, without written permission from our firm is strictly prohibited. ,; 4 :: ;..,,,
Page 1 of 1 `�`'t 3�:` i,3 }''st
Form No.: T -102 ,G, w t'
Revised: 06/02
VaiAsiti
�MM•v..ra.... w „ y «,....•rv..,y.. ... ",” ro +..rwtw.Clr M1.w »! JR .
i
•
{
' — .
,
IOC
OTTO ROSENAU & ASSOCIATES INC.
I
Geotechnical Engineering, Construction Inspection & Materials Tepti '
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA ,. ,
............ Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723- 22�k,T 0 . 2002
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.coln
CO , : y
CONCRETE REPORT DEVt LQ'Ml N f
Job Number: I 02-464 I Report Number: [ 002 I Permit Number: I Z
Project: Print Management Architect: • H Z
Address: 6700 S Glacier St, Tukwila Engineer: • Q LU
Client: Donovan Brothers Contractor: Donovan Brothers ul
Date: 8 -29 -02 Inspector: B. Sonne U O
u)
Inspected the resteel and placement at I Foundation level — maintenance pit walls. u) W
i
Resteel is grade I 60 , as specified, from I Birmingham u) u_
_
Placement Data __ Description Design Batch Weights /Cubic Yard w O
Supplier: Miles Cement (sack/type /lbs.): 564# 2
i Mix Number: 01600 Fine Agq. (lbs.): 1380# g Q
MSA: Coarse Agg. (size /lbs.):
Max Slump Allowed: 4" Coarse Agg. (size /lbs.): 1860# %" u) 0
Max W/C Ratio: Coarse Agg. (size /lbs.): H W
Total Yards: 16 Fly Ash (lbs.): • Z H
Placed Via: Pum • Water lbs. /. al. : 33.5 • allons I.- 0
Consolidated Via: Vibration Admixtures (specify): 10 gallons — added water W I—
•
Required Strength (psi): 4000 j D
Sampling and Casting of Samples Cubic Slump Air % Conc. Temp Ambient Truck Ticket U co
ASTM C 172, C 31 Yards C 143 C 231 C 1064 Temp No. No. 0 -
Cast Samples: 1 -3 .4 10 4" NT 68 66 066 449897 W W
U
Weather: I Slump Range: I I—
LL , O
Date Samples Picked Up: 1 8 -30 -02
Z
Comments W
Z
Other ASTM Methods Used: O F.
REINFORCING & PLACEMENT: I Conforms I x T Does Not Conform I Z
TEST RESULTS
Specimen Test Field Age Size • Area Max Load ' Strength Type of Fracture
Number Date Cure (Days) (In.) (Sq.ln.) , Weight (Lbs.) (psi) (other than cone) -
1 9 -5 -02 7 6x12 28.20 29.23# 115,270 4090
SAMPLE TEST RESULTS: I Conforms I I Does Not Conform
Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 ASTM C617 ASTM C1231
Note: Type of fracture does not apply when testing in conformance to ASTM C1231
Copies to: '
Owner x Contractor L � "'!,
Architect x Buil Dept Technical Responsibility: , / /�-'� `' + A;';• f
Engineer ,`
'� `} �'ii�'T�
�
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, Ya.,xtz.
except in full, without written permission from our firm is strictly prohibited. r:: ,!!�;
Via` €} z ;'';
Page 1 of 1 ` fig ;'� ,
,,,, ,,,.'7'Y k ; , ,,
Form No.: T -102 f4 3'; '°
Revised: 06/02 ^
J
i' `� r
. ! YKS+ M' WJ i' j4sY�. nv.,. wirnn ....ra.r;ysac..:,nwwn:,.�...... e..•,,.,- ,......... .., 4�
y �Z >:
1 •
r I - /. - Y.c�
\
8
O TTO ROSENAU & ASSOCIATES, INC.
, ,
Geotechnical Engineering, Construction Inspection & Materials TestingECEIVED
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 OCT 01 200
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com.
COMMUNITY
CONCRETE REPORT DEVELOPMENT
Job Number: 02 -464 Resort Number: 001 Permit Number: = .
f- Z
Project: Print Management Architect: CL L
Address: 6700 S Glacier St, Tukwila Engineer: 6 D
Client Donovan Brothers Contractor: Donovan Brothers U O
Date: 8 -21 -02 Inspector: Dusty Johnston N p
Ins•ected the resteel and •lacement at In new •rintin• •ress footin•. _
N
S W
Resteel is grade I 60 j , as specified, from I Birmingham W O
, Placement Data Description Design Batch Weig_hts /Cubic Yard 2
Supplier: Miles Cement (sack/type/lbs.): 564# g
Mix Number. 01600 Fine Agg. (lbs.): 1508# u-
MSA: Coarse Agg. (size /lbs.): N 0
Max Slump Allowed: 4" Coarse Agg. (size /lbs.): 1860# H W
Max W/C Ratio: Coarse Agg. (size /Ibs.): Z H
Total Yards: 6 Fly Ash (lbs.): Z 0
Placed Via: Pump Water (lbs. /gal.): 125 W
Consolidated Via: Yes Admixtures (specify): g uj
Required Strength (psi): 4000 U
Sampling and Casting of Samples Slump Air % Conc. Temp Ambient Truck Ticket O P-
1 P 9 9 P Cubic P P p H
ASTM C 172, C 31 Yards C 143 C 231 C 1064 Temp No. No. W W .
Cast Samples: I 1-4 3 4" NT 73' 60' 077 448625 H LL- O
0
Weather: I Sunny I Slump Range: ) Z
Date Samples Picked Up: 18 -22 -02 U N
. Comments F-
O
Other ASTM Methods Used: • _ Z
REINFORCING & PLACEMENT: I Conforms I x I Does Not Conform I
TEST RESULTS
Specimen Test Field Age Size Area Max Load Strength Type of Fracture i
Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone)
1 8 -28 -02 7 6x12 28.28 29.24# 115,610 4090 .
2 9 -18 -02 28 6x12 28.18 29.12# 159,960 5680
3 9 -18 -02 28 6x12 28.18 29.34# 156,750 5560
4*
SAMPLE TEST RESULTS: I Conforms I x I Does Not Conform
*Discarded
Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 ASTM C617 ASTM C1231
Note: Type of fracture does not apply when testing in conformance to ASTM C1231 •, ,..
g Re
Co ies to: ny:
Owner x Contractor - :.
Architect x Building Dept. Technical Responsibility: 7.. � l'-� .rf�' ^`t" w
t Ra tz4'.,i9 • Engineer '! ;f,; 4 : , tx-~"
A
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, +� : ��,
P PP Y P P P Y P P �.;�.,;,� . �.d�
except in full, without written permission from our firm is strictly prohibited. '^.� r �`'
I "4!? lr.a
Page 1 of 1
Form No.: T -102 y z
Revised: 06/02
1t '
. , , t t.
•a . l
{
. .
,
..
1
1--------, OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection 8 Materials Testing RECEIVED .
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA SEP 2 4 20e2
_ .._ ....................._...._, _..... Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenaujMUNITY
DEVELOPMENT
CONCRETE REPORT - -.eya_s-
Job Number: I 02 -464 I Report Number: I 001 I Permit Number: I s Z
Q
+ , Project: Print Management Architect: •I-' Z
Address: 6700 S Glacier St, Tukwila Engineer: IX g W
Client: Donovan Brothers Contractor: Donovan Brothers uM U
Date: 8 -21 -02 Inspector: Dusty Johnston U O
W 0
I ns ected the resteel and placement at uj W
p p In new printing press footing. J =
H
Resteel is grade I 60 I , as specified, from I Birmingham 0 u.
Placement Data _ Description Design Batch Weights /Cubic Yard u,j O
Supplier: Miles Cement (sack/type /lbs.): 564# 2
Mix Number: 01600 Fine Agg. - qg. (Ibs.): 1508# Q
MSA: Coarse Agg. (size/lbs.): u) a
Max Slump Allowed: 4" Coarse Agg. (size /lbs.): 1860#
= W
Max W/C Ratio: Coarse Agg. (size /lbs.): I
Total Yards: 6 Fly Ash (lbs.): I ? I
Placed Via: Pump Water (lbs./gal.): 125 Z 0
Consolidated Via: Yes Admixtures (specify): W u j
Required Strength (psi): 4000 % /o C U
Sampling and Casting of Samples Cubic Slump Air Conc. Temp Ambient Truck Ticket O 52
ASTM C 172, C 31 Yards C 143 C 231 C 1064 Temp No. No. p F -,
Cast Samples: I 1 -4 A 3 4" NT 73' 60' 077 448625 = W •
1.-U
Weather: I Sunny I Slump Range: I u_ 0
Date Samples Picked Up: 8 -22 -02 Z
Comments U u)
F- I .
Other ASTM Methods Used: - Z '—
REINFORCING & PLACEMENT: Conforms I x I Does Not Conform I
TEST RESULTS
Specimen Test Field Age Size Area Max Load Strength Type of Fracture
Number Date Cure (Days) _ (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) ‘
1 8 -28 -02 7 6x12 28.28 29.24 115,610 4090 .
SAMPLE TEST RESULTS: I Conforms I I Does Not Conform I
Tested in general accordance to ASTM C39 X ASTM C78 ASTM C109 ASTM C617 ASTM C1231
Note: Type of fracture does not apply when testing in conformance to ASTM C1231
5 . l .
a,
Copies to: � �n f z:
Owner x Contractor ',41:04‘t
Architect x Building Dept. Technical Responsibility: `'/ /,'/,, �/ / .e:--- � /... ,�;
Engineer '' i ,,
ii ..
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, } :! /i71s
except in full, without written permission from our firm is strictly prohibited. ", +.
Page 1 of 1 S ��
Form No.: T -102 °'a i '
Revised: 06/02 . ;ft f
tti *ft
hitt!'eldli:.t a4Nk i/LIY:..,,';;;;', :. .•.. .,,,.,tf,4 n';f.:w...clda..a:it...iW x..rw...wu:Y.a;:.ss...... 1. J. „a1a. ...a « 'w• .- .L
, ..
j ,
o
\1
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -225 DATE: 08 -02 -02
PROJECT NAME: PRINT MANAGEMENT z
_ , i—:
SITE ADDRESS: 6700 SOUTH GLACIER ST .- z
X Original Plan Submittal Response to Incomplete Letter # v v
0 •
0
Response to Correction Letter # Revision # After Permit Is Issued w =
J
CO LL
w
2 � ■
DEPARTMENTS: 5
i Buildin g Division ® Fire Prevention 0 Planning Division L] _
Public Works Structural Z H
12 fin^ #1--14-07 i ❑ P ermit Coordinator
E-O
z H
W
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 2 D
U�
Complete [V Incomplete ❑ Not Applicable ❑ 00 E-
Comments: w w
I-
LL
Permit Center Use Only liJ
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H F—I
O
i
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z
TUES /THURS ROU ING:
Please Route iv Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02
Approved ❑ Approved with Conditions CI Not Approved (attach comments) ❑
Notation: . ` i - `, :,
,%, REVIEWER'S INITIALS: DATE: l ak. 4 I
't,.; g= +
Permit Center Use Only
CORRECTION LETTER MAILED: !!Rti . ,
Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: , .; 0�.'.
PERMIT COORD COPY 4 t3�,K} ,
}
Documents/routing slip.doc it j
2-28-02
■
rj '.:.i;. s , .. .,,, ,". ...: .. .. y . . F.au x..,..�. —.M .... ..................... ..... ,.. ,r. xa- «�m+r.*.r•...r.vaca
} ,....., ,�r+• ,L r, »,. :a... : r. ;.., .i16ki.:., '! ....,S.3i :.. ,.. • l y %i}i.Y itlCio?i.:7$ ,'N4itu Y^ W4.V.otrv.0 .........,. . yw. ¢ . r . .. _ ... . _.. . _. _ ..... w7,
r .,,, X •4../
••
... •
...
)
! • .
_-- ,
g .
i
;
1 ,
-:-.. — --
.-. - - - - - ----- -- - -- - --- -- -
.
DEPARTMENT OF LABOR AND INDUSTRIES ..
:■
i
Z
1
. I
i
REGISTERED AS PROVIDED BY LAW AS ,— Z
,.... Lu
CONST —CONT „GENERAL , ,.. sa. •IC
,
I 5
' BOX 0 I • ..J 0
nr .. •
•,- . DATE .;,:t 00 •
. . , ..CCO - 1 . DONOVB109405 03/05/2003;i
, co Ca
u) Lu
EFFEPTI DATE 4
'VE - 0 /25/19,9...91
In ,......,...., ..1t.'.1 I t , 1.:1. I ., 1 LH .14 J 1.. ..1 1. • .T. ... C: 4 IJJ 1
IS . .
.';: r.'707
SI .
i 1 1;7 r•:-;.! ':.: ; ):` \:' -! \i
' - ' ' .-• DONOVANB OTHERS INC -- ...i I.-
CD u_
0
Ill
I i PO .BOX 818 . .- ...,.,. .. .-
AUBURN WA " 9807170818 , ,•-, . . .... ! 2 L
a .
re:1
(
.
.
•
.
O D
F625-052-000 (8/97) '; . uj •
--,,f-.... — -,---.,...-- ,- ----• -4-4-- --,------- -- -- -- ----- - -- - - - ----- - - - - ----------- - - - ------ - - - - - -
t--- Detach And Display Certificate
. I-0
.
Z t--
WW
. 2 D
D 0 .
.
I U co
I
0 —
i • a I—
_
11/ uj .
I • %
I le•
REGISTERED AS PROVIDED BY LAW AS
CONT GENERAL Please Remove
, z
- - • - •REGIST . # - EXP . DATE And Sian LU co
0 =
CCO1 DONOVBI09405 03 r_-.• a.
Identification
EFFECTIVE DATE 09/25/1991 bl
. - . Card Before z
DONOVAN BROTHERS INC - - In Placing r,
1 PO BOX 818 . Billfold
AUBURN WA 98071-0818
•1 • •
i
Signature ,
•
. Issued by DEPARTMENT OF LABOR AND INDUSTRIES
i F625-052-000 (8/97)
I
I
1
, ,,- ----, c"----
071y1 j
ri K
• N,,,,40411N1
iP.P,ANF."
tli"°
'tv
144
(
0;p2,7.,:p
.
.
site plan roof plan legal description general notes
building information
keimig associates
a-1
floor plan and equipment layout
keimig associates architects planners
DEEP
CABLE
RACEWAY
MATCH GRADE OF EXISTING
CONCRETE SLAB
NO JOINT FILLING
. DETAIL
PIT COVER FRAME
N.T.S.
EXISTING SLAB
4 "x1/2 "0 STUD W/ FLANGE HEAD
OR 6" LONG #4 REBAR WELDED
TO ANGLE ® ENDS AND 12" O.C.
SAW CUT EXISTING SLAB (TYP.)
- PVC CONDUITS W/ 90' FITTINGS.
PIT COVER FRAME - SEE ETAiL
PRESS AND PIT
END OF DELIVERY UNIT
• PLAN
Scale in Feet
42,(C; r pc-pm)
3 0',0/ eft/ /I)
3/4"x1-1/2"x1/4" ANGLE - SEE DETAIL
(TRIM OR SHEAR L 1-1/2"x1-1/2"x1/4")
Scale in Feet
EXISTING SLAB
- CONSTRUC-TION JOINT
PERMISSIBLE (TYP'.)
FINISH CORNER WITH
1/2" RADIUS EDGING
TOOL OR 1/2"
ISOLATION JOINT FILLED WITH
'3/8" IMPREGNATED FELT -TYP. BOTH SIDES
(NOT USED ON ENDS)
FULL DEPTH SAW CUT
OF EXISTING CONCRETE
TYP. BOTH SIDES
SECTION (TYP.) - s
Scale in Feet
— EXTEND CONCRETE 2" UNDER
EXISTING CONCRETE SLAB
SPECIFICAT ON NOTES:
1. REINFORC NG STEEL SHALL BE 60 KSI BARS. REINFORCING SHOWN IN SECTION "B" IS TYPICAL OF ALL SECTIONS EXCEPT AS SHOWN. MIN OVERLAP
FOR REIN :ORC!NG STEEL SHALL BE 12" FOR #4 BARS AND 15" FOR #5 BARS.
2. CONCRETE SHALL BE OF TYPE II CEMENT WITH A "HIGH EARLY STRENGTH" MIX DESIGN. CONCRETE SHALL CONFORM OR EXCEED FOLLOWING PARAMETERS:
CEMENT CONTENT: 7 BAG PER CY. TYPE II
7 DAY COMPRESSIVE STRENGTH: 4,000 PSI MIN. '
ADMIXTURES: MIN. 28 OZ. PER CY OF MASTER BUILDERS
AIR: .r
NOT REQUIRED
SLUMP: 4 -3" MAXIMUM
3. Al_1 EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH CURING COMPOUND AS SOON AS POSSIBLE AFTER FINISHING AND AFTER
FEMCVAL OF FORMS. CONSTRUCTION JOINTS SHALL NOT BE TREATED WITH CURING COMPOUND BUT SHALL BE KEPT MOIST.
MBL -82 HIGH RANGE M 4TER REDUCER OR APPROVED EQUAL.
ELEVATION
0 2 4
Scale In Feet
EXISTING
CONCRETE
SLAB
EXISTING
SLAB i
MATCH GRADE OF
EXISTING SLAB
NO JOINT FILLING
1
CONCRETE COVER
EXISTING
CONCRETE
SLAB
SECTION
MOD. DEPTH, WIDTH, & LENGTH OF PIT,
PIT COVER I RA1,4E, SECT 0,
CABLE CONDUIT LENGTH
NOD. CABLE R3CE`'�AY, MISC. NOTES. / L 7� '4
SECTION
TRIM TOP OF PVC FITTING
LEAVING 1/2" TO 1"
ABOVE CONCRETE.
.. — EXISTING
CONCRETE SLAB
90° PVC FITTING
Scale in Feet 2. 5
PRESS
FOUNDATION PLAN & DETAILS
ADDED NOTES & DETAIL 1