HomeMy WebLinkAboutPermit D08-427 - HILLCREST APARTMENTS - DECKSHILLCREST APARTMENTS
BLDG A
14901 INTERURBAN AV S
D08 -427
Parcel No.: 3597000422
Address: 14901 INTERURBAN AV S TUKW
Suite No:
Tenant:
Name: HILLCREST APTS BLDG A
Address: 14901 INTERURBAN AV S , TUKWILA WA
Owner:
Name: HILLCREST ASSOCIATES
Address: C/O GRAN INC , 1021 1ST AVE W 98119
Phone:
Contact Person:
Name: ALICE HART @ GRAN INC
Address: 10211 1ST AVE WEST , SEATTLE WA 98119
Phone: 206 - 283 -4720
Contractor:
Name: GRAN INC
Address: 1021 1ST AV N , SEATTLE WA 98119
Phone: 206 - 283 -4720
Contractor License No: GRANT * *997NF
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
Cit34f Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
$69,000.00
DEVELOPMENT PERMIT
Permit Number: D08 -427
Issue Date: 09/11/2008
Permit Expires On: 03/10/2009
Fees Collected: $1,651.20
International Building Code Edition: 2006
Occupancy per IBC:
DESCRIPTION OF WORK:
SHORE UP EXISTING DECKS WITH PIN PILES TO SPEC, FOOTINGS ANSD HEADERS. PLEASE SEE CONSTRUCTION
NOTES ON ENGINEERED PLANS
* *continued on next page **
Expiration Date:
D08 -427 Printed: 09 -11 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City c*7Cukwila �
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D08 -427
Issue Date: 09/11/2008
Permit Expires On: 03/10/2009
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signatur
Print Name:
doc: IBC - 10/06
I hereby certify that I have read an examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be compli vJith, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction the performance of work. I am authorized to sign and obtain this development permit.
Signature: VN-9- nn
Date: �'l ( k l (
N. \4', 1■3.ss�
Date: 0 ILL IVD
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.
D08 -427 Printed: 09 -11 -2008
Parcel No.: 3597000422
Address:
Suite No:
Tenant:
14901 INTERURBAN AV S TUKW
HILLCREST APTS BLDG A
1: ** *BUILDING DEPARTMENT CONDITIONS * **
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -427
ISSUED
09/08/2008
09/11/2008
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 inspection of bolts to be installed in concrete prior to and during placement of concrete.
5: Special Inspection of pipe piling installation is required.
6: Special inspection shall be performed by W.A.B.O. certified special inspector.
7: 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.
8: 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.
doc: Cond -10/06
* *continued on next page **
D08 -427 Printed: 09-11 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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
construction or the performance of work.
Print Name:
Signature:
QP- c
Date: l I t (.12
M , VA \o
doc: Cond -10/06 D08 -427
ordinances governing
or local laws regulating
Printed: 09 -11 -2008
SITE LOCATION
King Co Assessor's Tax No.: 3 2:2-
Site Address: 1 Taterur•oti kve S Suite Number&LJA Floor:
Tenant Name: )--1-iiicre.st- Apar-Frverth-s New Tenant: D Yes 0 „No
Property Owners Name: i-teler) I- rig irwes7'rriertis.5 , c.c..c..
Mailing Address: IL/693 Triferdrhar) &Le S. #(.0 72,/ bo# 98/( e
City State Zip
CONTACT PERSON - who'do:ve ntact when your pnit is ready to be issued
Airez In L. Day Telephone:
101 ( St- 4 e54-- 5-6-H4e . wig- 9 8//
allee9raoiric_.eOm
Cit
Number: 2e) 123. 5:4
E-Mail Address: z
Name:
Mailing Address:
GENERAL CONTRACTOR,1NFOR.MATION.+:- • •
(Contractor Information forAtechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: Gtiou
102/ / /1 uks 3 ea IAJ4 93//9'
Mailing Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hnp: //www.ci. tubs ila. Iva. us
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
City State Zip
Ae W42a.&.17 Day Telephone: 2/Z0 , 2P-,3. 592p X' eze
Contact Person:
E-Mail Address: V7-/5v? &J7//k! , ,e Fax Number: 2e6 - 26 9 .513
Contractor Registration Number:_aejtA)Z Expiration Date: /00/z6etsics
ARCHITECT OkitECORD - All plans must lieWf#t•stamped by Architect of Record
•••
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
ENGINEER OF RECORD - All plons'inn4.be wet stamped by Engineer of ROOM
. ".. •
Company Name:
Mailing Address:
CG 6r) lieftri
25r, v n ue -Se Sie Zo/7 98O20
City State
:Building Permit No.. tO
'Mechanical
Plumbing/Gas Permit N
•
•
Public Works Permit No
Project No.
(For office use only)
•
City State Zip
Day Telephone:
Fax Number:
Zip
Contact Person: 6ree 61il/en Day Telephone: 778 , 8.56C7
E-Mail Address: Fax Number: 7 78 55
Q: \ Applications \ Forms-Applications On Line\3-2006 - Permit Application:doe
Revised: 9-2006 Page 1 of 6
bh
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 6 600
Existing Building Valuation: $ U
Scope of Work (please provide detailed information): 5 here « »x115-}7 C)eeJ1/4-5 W/
pine VS - 3 % goal a V1- l; friS See.
elSr15 tia)'a✓1 n O `S plates.
I
Will there be new rack storage? ❑ Yes
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes
Q:Wpplications \Forms - Applications On Line\3 -2006 - Permit Application.doc
Revised' 9 -2006
bh
• •
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Compact:
Handicap:
No If "yes ", explain:
um*" hatre
(o4err by s rv«ke
El Other (specify) C e PC Y')
FIRE PROTECTION /HAZARDOUS MATERIAL
❑ Sprinklers ❑ Automatic Fire Alarm None
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material afety ata Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
Existing
.
Interior Remodel . _
Addition to
',Existing
°,. ' Structure
.. ,
New
., •.Type of •
Construction per
IBC
Type of
Occupancy per
' IBC
I Floor
41 / C 7
ee
2 " Floor
It/ 409
^ �
�
3` Floor
"ti 009
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached. Garage
• Attached Carport' •°•
° { :
.
Detached. Carport
Covered Deck
Uncovered Deck : .. ''�
' '
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ 6 600
Existing Building Valuation: $ U
Scope of Work (please provide detailed information): 5 here « »x115-}7 C)eeJ1/4-5 W/
pine VS - 3 % goal a V1- l; friS See.
elSr15 tia)'a✓1 n O `S plates.
I
Will there be new rack storage? ❑ Yes
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes
Q:Wpplications \Forms - Applications On Line\3 -2006 - Permit Application.doc
Revised' 9 -2006
bh
• •
If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Compact:
Handicap:
No If "yes ", explain:
um*" hatre
(o4err by s rv«ke
El Other (specify) C e PC Y')
FIRE PROTECTION /HAZARDOUS MATERIAL
❑ Sprinklers ❑ Automatic Fire Alarm None
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material afety ata Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
PERMIT APPLICATION NOT-ES.;- 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 Ccnter 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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNE T ' U OR • ED AG IT:
Signature:
Print Name: 4/i
Mailing Address: /02/ / Sf Av ), )e 5 —
Date Application Accepted:
Q:\Applications \Fors- Applications On Ltne\3 -2006 - Permit Application. doe
Revised: 9 -2006
bh
• •
Date Application Expires:
Date: q /0 8
Day Telephone:
Cal- � I )4 pie,/7
City State Zip
34-07 Staff Initials: WIL
Page 6 of 6
Receipt No.: R08 -03178
Payee: GRAN INC
ACCOUNT ITEM LIST:
Description
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
City of Tukwila
Department ojfCommunity Development
6300 Southcenter l3oulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
Web site: http: //www. ci. tukwila. wa. us
TRANSACTION LIST:
Type Method Descript:io Amount
Payment Check 2352 1,651.20
000/322.100
000/345.830
000/386.904
RECEIPT
Parcel No.: 3597000422 Permit Number: D08 -427
Address: 14901 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 09/08/2008
Applicant: HILLCREST APTS BLDG A Issue Date:
Account Code Current Pmts
Payment Amount: $1,651.20
Initials: WER Payment Date: 09/08/2008 01:59 PM
User ID: 1655 Balance: $0.00
998.00
648.70
4.50
Total: $1,651.20
7065 09;00 T707 TOTAL 1651.20
doc: Receiot -06 Printed: 09 -08 -2008
Project:
Type of Inspection:
k;
t 5ult
Address:
0 - 1/\_1 - C_/ ), b�
/��
1&JF_
Date Called:
Special Instructions:
Date Wanted:
--
l
.. /
t 0 - O
a.m
p.m.
Requester:
Phone No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
1 lnsp4r:
LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(Receipt No.:
3 ]
INSPECTION RECORD
Retain a copy with permit
• �..er MAC ke
r
'Date:
D a S
PERMIT NO.
rR-,
(206)431 -3670
Date: 1' to oS
Project:
1 t (U err- / y ArT °
Type of spection:
7' I.. �l A
Address:
(, j_,,,,, -,.,, i 4v, A
Date Called:
✓e.
7
Speci • I Instr ctions:
Date Wanted:
Requester:
Phone N
S -gip.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
j INSPECTION RECORD
Retain a copy with permit
Date:
'Date:
DC8 4V)
PERMIT NO.
(206)431 -3670
COMMENTS:
Type of inspection: spection: .
e -/'a At , Al
� i
irAkre J ,{ tzk O jq t3 "lAJ" c , e I
Date Called:
A A
Date Wanted:
f
~
m
' - J r -0 p.m.
r
k s . -pJ S 40e SPI'ces
- 1 Z Ss
_
L)/\ r , it-t, t rva Dp.S dt
ivt a^ ,t^e.-I
.
AL) J e 1 1)/1 J efr` 21%
-- ri)
LeAMS.
p J) 1 7
,
cyR
11Yr 1 --e-tv4
_-.
1
a 1
Pro'ect:
t l ��r s � .u-� a�r.�c1
Type of inspection: spection: .
e -/'a At , Al
Address:
U - 1- / 1 ,7 r U,_■i Av1
Date Called:
Special Instructions:
/� �1
V a. C-- 1 - 0
Date Wanted:
f
~
m
' - J r -0 p.m.
Requester:
Phone No
X25 -
- 1 Z Ss
CITY OF TUKWILA BUILDING DIVISION
{ INSPECTION RECORD
T ' .1 Retain a copy with permit
INSPECTION NO. PERMIT NO.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
•
El Approved per applicable codes. gerniEtions required prior to approval.
Inspectot: t A �I\ (Date: 1 � {--
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
J
Projec :.
/fief —
Type of Insp ct ion:
real 17Air
address: :.
c6 /
nt /6
Date Called:
Special Instructions:
Date anted:
ranted - /b — p&j
a. m
.
Requester:
Phone No:
L // 5.~ % / - •2
INSPECTION"I E
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. 0 Corrections required prior to approval.
1/49._
COMMENTS:
Receipt No.:
INSPECTION RECORD
'Retain a copy with permit
Da e:
.� ) D- /6-0e
❑ $60.0 EINSPECTION F REQUIRED. Prior to inspection, fee must be
paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
'Date:
nog-itz`7
PERMIT NO.
4
(206)431 -3670
Project:
f -i � i ( 0 «s - 4 Ain A.
Typ of Inspection:
w e we S
Date Called:
)
c i oi
Address
1 L1 CO l. 1\de ( -It abei
Special Instructions:
Date Wanted:
a. m
Requester:
Phone No:
•
INSPECTION RECORD
etain a copy with permit
• INSPEEIT NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
1
Receipt No.:
bot3 42
Date:
/ 'VA .., ... /0- iC
0 $6g ' i REINSPECTION FEE R QUIfD. Prior to inspection, fee must be
pid - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
l
'Date:
COMMENTS:
Type of Inspection:
Address
/moo/ 7 //b",
t» ; r ( f'--1 a i
.f - Q c (
pp A
' etc / f o
1 1)3IN ,.f
I I
6 6 f AO L.
1' e .I1, ., ic_i
Ai c
rt Nn c
Ph 94/6/ c .. 0.5 ____
Ali
r
Project j
Type of Inspection:
Address
/moo/ 7 //b",
Date Called:
Special Instructions:
Date Wanted:
ld- /d
a.
Requester:
Ph 94/6/ c .. 0.5 ____
INSPECTION RECORD
Retain a copy with permit
INSPECTI N NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Ell Approved per applicable codes.
orrections required prior to approval.
Date: J J , Y
❑ $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, f e must be
paid at 6300 Southcenter Blvd., Suite 100. Call to scheduler inspection.
Receipt No.: 'Date:
DATE
I - ZS -vg
CERT. NO.
0 8t)7
- 6/
PROJECT
fl /LC.Js r A tr beck AEPfi,1tZ
LOCATION
14'R / I arek /OA a,) f1 1/C S .
BLDG. PERMIT NO.
I d A `/
OWNER
WEATHER Licht /"
Ote &C R / #J
TEMP.
AT
AT
AM
PM
ENGINEER
ARCHITECT
CONTRACTOR
TO:
ATTN:
THE FOLLOWING WAS NOTED:
Ta crsi Pia) P, te F2
Pi La NLI./M 2 t aq G IvL, 5 au�t -f 'T"o Na�T Ft
MfrEca./ arLS .4. Si)
Z a Mpg' 7 Lew;
- 14 INT &At4L SL/ P tog., anti4 5 2
- / 1 10 18 PA/ , 1 Fro c MaM0 -
F/N P ILE- PtitcEb if Sub -RA ) Vg.
I"
1
O K L.E5 5 o F F a- Du a-10
IRET SSAL)
Poiu
PI LE
*r 3- -e-
= 13- Re F��RL.
r
5 = 19: acEdsA-L
6 RE ^
ofe 7 20% REFUSAL
4r 6 19- P1te
REVISED 1/02
CASCADE TESTING LABORATORY. INC.
TESTING & INSPECTION
129 19 N.E. 126TH PLACE
KIRKLANO.WASHINGTON 98034 (425) 823 -9800
EVERETT (425) 259 -0817
FIELD REPORT
Los If,E0 u IL-D }/1e, (l�cc'a>
Qdkc 111 s'
c l,LAg% 4' BIZ
1 = 1 9
Z = ZD V
TEST RESULTS APPLY ONLY TO THE ITEMS
HEREIN TESTED. THIS REPORT SHALL NOT
BE REPRODUCED EXCEPT IN FULL WITH-
OUT THE WRITTEN APPROVAL OF CASCADE
TESTING LABORATORY. INC.
19 /6
zo =-1
12
INSPECTOR SIGNATURE
SIGNED BY
COPIES TO: r 741C
»c(6-,or
PREVIOUS
REPORT No.
FEe'T Ito bEfTt1 = RE F,./SAL
9 - ' -
# 1 0 - /Y' _ 2sFa$A L
I I - 1 _ PeFusA L
No 58663'
BLOC A 1 tag 2
AP! SL g /AsT A 53
/8 ,t iaY 6 116TWeEt1 Siericlos)
qL ) S I 1
/'.ciarr OF 5arriuir Et lbR ?V 3
INSPECTOR(S), NAME(S) PRINTED ml G If �J L Melia
V E E R
RECEI
OCT, 1. 2"
aE °ELop ENT
ACTIVITY NUMBER: D08 -427 DATE: 09 -08 -08
PROJECT NAME: HILLCREST APTS - BLDG A
SITE ADDRESS: 14901 INTERURBAN AVE S
X Original Plan Submittal
Response to Correction Letter #
DE PPARTMENTS:
Budding Dlvlsi n
Public Works
Approved
Notation:
Documents/routing slip.doc
2-28-02
•
PLAN P F � �VI EW % SLIP
Fire Prevention _ Planning Division
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09-08
Complete Incomplete ❑ Not Applicable ❑
Comments:
Structural
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS RO TING:
Please Route Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved with Conditions
REVIEWER'S INITIALS: DATE:
Response to Incomplete Letter #
Revision # After Permit Issued
n Permit Coordinator
u
DUE DATE: 10-07-08
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
2
AMERICAN
STATES INS
CO
6438691
07/31/ Z006
Until
Cancelled
$12,000.00
08/21/2006
1
DEVELOPERS
SURETY a
INDEM CO
855777C
07/31/2001
Until
Cancelled
09/21/2006
$12,000.0008/06
/2001
Insurance
Company
Name
Policy
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
8
FIREMANS
FUND INS
CO
MXX80881746
11/01/2007
11/01/2008
$1,000,000.0012
/03/2007
7
COLONY
INS CO
GL163630
12/01/200612/01
/2007
$1,000,000.0003
/15/2007
Name
Role
Effective Date
Expiration Date
NAKATA, NELSON S
PRESIIDENT
08/06/2001
Untitled Page
General /Specialty Contractor
• •
A business registered as a construction contractor with LEI 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.
Business and Licensing Information
Name GRAN INC UBI No. 601638695
Phone 2062834720 Status ACTIVE
Address 1016 2ND AVE W License No. GRANI * *997NF
Suite /Apt. License Type CONSTRUCTION CONTRACTOR
City SEATTLE Effective Date 8/6/2001
State WA Expiration Date 10/16/2010
Zip 98119 Suspend Date
County KING Previous License
Business Type CORPORATION Next License
Parent Company Associated License
Specialty 1 GENERAL
Specialty 2 UNUSED
Business Owner Information
Bond Information
Insurance Information
https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License = GRANT* *997NF
Page 1 of 2
09/11/2008
BASE MATERIAL
ANCHOR SIZE
MINIMUM
EMBEDMENT
ALLOWABLE
TENSION
ALLOWABLE
SHEAR
CONC.
1/2" ROD
4 1/4"
2,838
1,935
CONC.
5/8" ROD
5"
4,320 •
3,025
CONC.
3/4" ROD
6 5/8"
5,356
4,355
CONC.
. #4 BAR
4"
2,768
2,615
CONC.
#5 BAR
5"
3,638
4,125
CONC.
# BAR
7"
6,258
6,200
NOTES:
19
1. THE ABOVE VALUES
ARE BASED ON THE HIL11 HIT HY 150 INJECTION ADHESIVE
ANCHORING SYSTEM INSTALLED IN NORMAL WEIGHT CONCRETE, f c = 2500 PSI.
CONTRACTOR MAY USE ENGINEER APPROVED EQUAL.
2. ROD STEEL IS A36, Fy=36 KSI Fu =58 KSI
3. REBAR STEEL IS A615, Fy=60 KSI Fu =90 KSI
4. ALLOWABLE SHEAR AND TENSION LOADS ARE THE LESSER OF THE BOND STRENGTH
OR THE STEEL STRENGTH.
5. SPECIAL INSPECTION IS REQUIRED PRIOR TO GROUTING HOLES PER NE
MANUFACTURER'S ICBO REPORT.
6. THE ABOVE VALUES ARE BASED ON AN EDGE DISTANCE GREATER THAN 12" AND
A MINIMUM SPACING OF 14 ". CONTACT ENGINEER FOR OTHER CONDITIONS.
f c = 2500
PSI
PERIODIC
DEVELOPMENT LENGTH
LAP SPUCE
BAR
SIZE
TENSION
COMPRESSION
TENSION
COMPRESSION
TOP
BARS
OTHER
BARS
ALL BARS
TOP
BARS
OTHER
BARS
ALL BARS
#3
24
18
9
30
23
12
#4
31
24
12
41
31
15
1200
39
30
15
51
39
19
47
36
18
61
47
23
#
68
53
21
89
68
27
#
78
60
24
102
78
30
NOTES:
ARE IN INCHES.
ARE CLASS B.
ARE HORIZONTAL REINFORCEMENT PLACED SUCH NAT MORE
OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
1. ALL LENGTHS
2. ALL LAP SPLICES
3. "TOP BARS"
THAN 12 INCHES
OPERATION `'°°- ---
-CdNT:
PERIODIC
REMARKS---' ' '''' ''
SOILS
FOOTINGS
2500 PSI
0.45
PIPE PILING INSTALLATION
N/A
X
2500 PSI
PIUNG REFUSAL VERIFICATION
5 SACK
X
ALL OTHER CONC.
CONCRETE
0.45
5 SACK
N/A
ADHESIVE ANCHORS
X
4x AND SMALLER BEAMS AND
STRINGERS
HEM -FIR
NOTE;
ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2006
IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED
TESTING AGENCY DESIGNATED BY NE OWNER. THE ARCHITECT, STRUCTURAL
ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
RESULTS. ANY INSPECTION FAILING TO MEET NE PROJECT SPECIFICATIONS SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF NE DESIGN TEAM.
850
TYPE
TY
CONY OF
f c
MAXIMUM
WATER /CEMENT
RA110
MIN. CEMENT
CONTENT PER
CUBIC YARD
MAXIMUM
SHRINKAGE
STRAIN
FOOTINGS
2500 PSI
0.45
5 SACK
N/A
GRADE BEAMS
2500 PSI
0.45
5 SACK
N/A
ALL OTHER CONC.
2500 PSI
0.45
5 SACK
N/A
SIZE CLASSIFICATION
NAIL
SHANK 0
MIN. LENGTH
8d COMMON
0.1310
2 1/2" SHANK
10d COMMON
0.1480
3 SHANK
12d COMMON
0.1480
3 1/4" SHANK
16d COMMON
0.1620
3 1/2" SHANK
-
6x AND LARGER BEAMS AND
STRINGERS
SIZE CLASSIFICATION
SPECIES
GRADE
STUD
Fb (PSI)
776 (REP)
Fc (PSI)
800
LIGHT FRAMING (STUDS)
HEM -AR
2x JOISTS AND PLANKS
HEM -FIR
#2
978 (REP)
-
PLATES AND BLOCKING
HEM -FIR
#
850
-
6x AND LARGER BEAMS AND
STRINGERS
DOUG -FIR
#2
875
-
4x AND SMALLER BEAMS AND
STRINGERS
HEM -FIR
#
850
ALL POSTS AND TIMBERS
DOUG -FIR
#1
1200
1000
STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS).
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION.
SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE
THE LATEST EDITION.
DESIGN LOADS
DEAD LOADS:
ROOF
FLOOR
DECK
15 PSF
12 PSF
19 PSF
LIVE LOADS:
ROOF (SNOW LOAD) 25 PSF
RESIDENTIAL 40 PSF
(LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.9).
QUALITY ASSURANCE PLAN
A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND
OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING
SYSTEMS IN ACCORDANCE WITH SECTIONS 1705 AND 1706 OF NE IBC. SUPPORTING
DOCUMENTATION SHALL BE PROVIDED BY NE CONTRACTOR TO NE BUILDING OFFICIAL
TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS.
FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED
FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS
SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO
THE CONTRACTOR, ARCHITECT, ENGINEE• D BUILDING OFFICIAL
35 PCF + ANY APPLICABLE SURCHARGE
35 PCF + 10 PSF * WALL HEIGHT
LATERAL EARN PRESSURE:
UNRESTRAINED:
RESTRAINED:
FOUNDATIONS: PIN PILES
SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN
ALLOWABLE 2 "0 PILE CAPACITY: 4000 LBS
PASSIVE EARTH PRESSURE: 300 PCF
'f euail'GoNS oPif esav iNitaina.1
IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL
GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MINIMUM PARTICLE
DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE).
FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE
(12 ") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM
DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557 -00.
BACKFILL BEHIND ALL RETAINING WALLS WITH WELL- DRAINING, GRANULAR ALL AND PROVIDE
FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION
WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS.
2.0 PIPE PIUNG INSTALLATION
SCH. 80 PIPE SHALL CONFORM TO ASTM A35, FY = 35 KSI
PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL BY MEANS
OF A PNEUMATIC HAMMER OR OTHER SIMILAR HYDRAULIC HAMMER SYSTEM. THE
PNEUMATIC HAMMER SHOULD WEIGH AT LEAST 140 POUNDS. REFUSAL SHALL BE DEFINED
AS 1" OR LESS OF PENETRATION DURING 1 MINUTE OF SUSTAINED DRIVING. PIPE
SECTIONS SHALL BE CONNECTED WIN INTERNAL SLIP COUPUNGS.
THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION
AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE
(1 -800- 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. IT IS THE SOLE
RESPONSIBIUTY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY ALL UTILITIES WHICH
MAY BE AFFECTED BY NE IMPLEMENTATION OF THESE DRAWINGS. THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO UNDERGROUND U11U11ES
RESULTING FROM THEIR OPERATION.
CONCRETE
ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN
ACCORDANCE WITH SECTION 1905 OF THE IBC AND NE AMERICAN CONCRETE
INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACT 301).
ALL CONCRETE SHALL BE STONE- AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF
APPROXIMATELY 150 POUNDS PER CUBIC FOOT.
CONCRETE STRENGTHS AT 28 DAYS (f c) AND MIX CRITERIA SHALL BE AS FOLLOWS:
THE MINIMUM AMOUNT OF CEMENT USTED ABOVE MAY BE CHANGED IF A CONCRETE
PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR
APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. NE PERFORMANCE MIX
SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND
ADMIXTURES AS WELL AS NE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD, AND
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC SECTION 1905.
ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE
AIR - ENTRAINED IN ACCORDANCE WITH IBC TABLE 1904.2.1 FOR MODERATE EXPOSURE
CONDITION.
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615,
AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM
A706. REINFORCING COMPLYING WIN ASTM A615 MAY BE WELDED IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN
AWS D1.4 ARE SUBMITTED.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN
SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS.
REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE
WITH SP66(94) AND ACI 318R -O2. UNLESS OTHERWISE NOTED, REINFORCING SPLICE
LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE.
MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON NE DRAWINGS,
SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED
YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WIN THE
MANUFACTURER'S RECOMMENDATIONS.
REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING
CONCRETE. WET- SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER
APPROVAL BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD
BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO IBC
SECTION 1907 FOR OTHER . REINFORCING STEEL REQUIREMENTS.
MINIMUM LAPS AND EMBEDMENT .
UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS
SHALL BE AS TABULATED BELOW:
CONCRETE COVER ON REINFORCING
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:
CONCRETE EXPOSED TO EARN AND WEATHER:
#6 BARS AND LARGER
#5 BARS AND SMALLER
CONCRETE NOT EXPOSED TO EARN OR WEATHER:
SLABS, WALLS AND JOISTS
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS
3"
2"
1 1/2"
3/4"
1.1 /2"
A HAVE ANCHORS
CONCRETE GENERAL NOTES
VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START
A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF
FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF
3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS.
PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING: WITH TENSION LAP
SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP.
PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB
INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE
AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE
APPROVED BY THE ARCHITECT.
ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED
IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE
AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT.
SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND
DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED
OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH
(2) -5 EACH SIDE AND (1) -#5 x 4' -0" DIAGONAL AT EACH CORNER. EXTEND BARS
2'-0 BEYOND EDGE OF OPENING. IF 2'-0" IS. UNAVAILABLE, EXTEND AS FAR AS
POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS.
BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS
SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE
STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE
SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED.
LUMBER
ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN
ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE
FOLLOWING MINIMUM STANDARDS:
REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE
AND GRADE REQUIREMENTS. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR
WITHIN 8" OF SOIL SHALL BE PRESSURE - TREATED.
jEPABATE PERMIT
REQUIRED FOR
V Mechanical
M Electrical
11,Iumbing
tif Gas Piping
City of Tukwila
; iii e ,Di -fG DIVISION
b.
Oa: eul
ALL NAILS SHALL CONFORM TO NE STANDARDS SET FORTH BY THE NATIONAL DESIGN
STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED
SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON
PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR
EXCEED THE FOLLOWING MINIMUM GUIDELINES:
10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.131"0 x 3-1/4"),
BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS
DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO
ENGINEER PRIOR TO START OF CONSTRUCTION.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR NE SHANK AND THREADED
PORTIONS PER NDS 9.1.2.
CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY
SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED
EQUAL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITH NE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY
NE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE
ONE -HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER.
INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED,
DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
GENERAL
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL,
ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE
PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT BEFORE PROCEEDING.
CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS
FOR SIZE AND LOCATION OF PIPE, ,VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT
SHOWN ON THESE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY
SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
CUD'S COMPLIPAC
APPROVED
SEP 11 2008
O� y pf Tuk \NW BUILDINUMIS
FILE ; O Y
Permit No
PI r review approval Is subject to ens and omissions.
�
F,ppraval of construction documents does not authorize Receipt
the violation of any adopted c ode or ordinance.
of approved Field Copy and is acknowledged:
B
City of Tukwila
BUILDING DIVISION
REVISIONS
No changes shall be made to the scope
o work without prior approval
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional pla rev e' 1 fees. .�
T0& 917
RECEWED
SEP 0 8 2008
PERMIT CENTER
c
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778 -8500
FAX (425) 778 -5536
w
I-
0
0
CO
r7
0
DESIGN: JMS
DRAWN: MGV
CHECK: GAG
JOB NO: 07148.12
DATE: 03/18/08
V)
W
F-
0
z
SHEET:
S1.1
- J
1
a
_J
PARTIAL FOUNDATION PLAN (TYPE A)
SCALE: 1/4* = 1' -0"
6x6 HF# 2 P.T.
I•I „ 6x8 DF 11111_.
L
L
2' -0" x 2' -0" FTG W/
(2) - #4 BOT. EA WAY,
TYP. U.N.O.
L__J
2 "0 PILE
TYP.
EX. SLAB ON GRADE SAW CUT EX.
CONC. SLAB, TYP.
L J
6x8 DF #1 P.T. I
, 1 ' -0 2' - 6 "
TYP. , TYP.
1'-6" x 4' -0" FTG. W/
(2) - #4 CONT. TOP& BOT.
7
O 16 O.C.
2 PARTIAL FONDATION PLAN (TYPE B
SCALE: 1/4 = 1 ' -0
1
EX. 2x10 JOISTS
O 16" O.C.
J
-EX. T TO JOTSTS
16" O.C.
EX. 2x10 JOISTS
r
I•I
•
I•'
-0" TYP.
- 6x6 HF# 2 P.T.
6x8 DF I1 P.T.
L
r
L
r
L
EX. 2x10 JOISTS
O 16* O.C.
EX. 2 1 JETS
O 16" O.C.
O 16A O.C.
LJ
EX. 2x10 JO
STS
Lm
EX. SLAB ON GRADE
1' -6" x 7' -0" GRADE
BEAM W/ (2) - #4
CONT. TOP & BOT.
LJ
2 "0 PIN
PILE, TYP.
6x8 DF #1 P.T.
1' -6" x 4' -0" FTG. W/
(2) - #4 CONT. TOP & BOT.
1' -6" x 1-0» GRADE BEAM -J
W/ (2) -#4 CONT. TOP & BOT.
1
J
L
•
1 •i
J
r
J
1
J
r
6x6 HF# 2 P.T.
6x8 D 1 P.T
TYP.
1' -0"
LJ
EX. SLAB ON GRADE
EX
0
L!
6x8 DF #1 P
X 1'-0"
TYP. 2'x2'FTG
(2) -#4 BOT. EA. WAY
1' -6" x (-0" FTC. W/
(2) - #4 CONT. TOP & BOT.
EX. 2x10 JOISTS
0 16" O.C.
2x10 • JOI
16" O.C.
EX. 2x10 JOISTS
0 16" O.C.
J
I•I
[COTE:
CONTRACTOR SHALL TEMP. SHORE &
SUPPORT DECKS DURING CONSTRUCTION.
SIMPSON A24 EA. SIDE POST. W/
1/2"0 MEN SCREW INTO CONCRETE
& 1 /2 "0 LAG SCREW INTO POST.
EX. CONC. TOPPING SLAB
SECTION
SCALE: 1" = 1' -0"
` _ffl[E l
EX. JOIST PER PLAN
SIMPSON AB46
P/T POST PER PLAN
A U re)
(3) - #4 BARS PER PILE
°° OR 6" SQ. o �
SIZE & REINF.
PER PLAN
SIZE & REINF.
PER PLAN
BEAM PER PLAN
SIMPSON AC6 COLUMN
CAP EA. SIDE
SIMPSON AC6 POST CAP EA. SIDE
7 -- COL PER PLAN
SIMPSON AB46 POST BASE
EX. CONC. TOPPING SLAB
EX. JOIST PER PLAN
GRADE BEAM PER PLAN
EX. CONC. SLAB
UNDISTUBED SOIL
T.O. GRADE
ELEV.
(3) -#4 BARS
PER PILE 8"
PIPE PILING PER
PLANS & STRUCT.
NOTES
- STEEL PIPE PILING
PER PLAN AND
STRUCTURAL NOTES
SECTION
KL VitVVLO I
CODE COMPLIANCE
APPROVED
SEP 1 1 2003
City Of Tukwila
BUILDING DIVISION
1D OB L1Z7
RECEIVED
SEP 0 8 20
PEHIVIII CENTER
I=
•
ENGINEERING
/6/6g
EXPIRES: 9/5/2009 1
I-
0
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778 -8500
FAX (425) 778 -5536
2
DESIGN: JMS
DRAWN: MGV
CHECK: GAG
JOB NO: 071 48.1 2
DATE: 03/18/08
w
Q
z
Q
z
0 (f)
aQ
Z t.t.l
o
0
CS
SHEET:
S2.1
s
VRFY /PROVIDE
6x6 HF# 2 P.T.
6x8 DF #1 P.T.
SCALE 1/4' = 1' -O'
PARTIAL 2ND & 3RD FLOOR PLAN
EX. 2x10 JOISTS
O 16" O.C.
EX. 2x10 JOIST
O 16" O.C.
EX. 2x10 JOISTS
O 16 O.C.
EX. 2x10 JOISTS
O 16 O.C.
O 16" O.C.
EX. 2x10 J
O 16 O.C.
L
ISIS
VRFY /PROVIDE
6x6 HF# 2 P.T.
CENTER TYP.
L
6x8 D
1 P.T.
EX. 2x10 JOISTS
O 16" O.C.
�c.
0
CENTER TYP.
2x10 JOIS
6" O.C.
EX. 2x10 JOISTS
O 16 O.C.
0
CONTRACTOR SHALL TEMP. SHORE &
SUPPORT DECKS DURING CONSTRUCTION.
CODE COMPLIANCE
APPROVE
SEP V!
Cif �+Tukvilda •
BuIloI NG rMSIO..
RECEIVED
SEP 08 2008
PERMIT CENTER
c
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778 -8500
FAX (425) 778 -5536
ahtios
IEWIRES: 9/5/2009 I
w
F-
0
2
I-
CC
W
CL
Co
co
M
DDB Li 27 SHEET
S2.2
DESIGN: JMS
DRAWN: MGV
CHECK: GAG
JOB NO: 07148.12
DATE: 03/18/08
s
v)
z
LL
z
ct
0
w
0