HomeMy WebLinkAboutPermit D13-286 - PACIFIC RIM - TENANT IMPROVEMENTPACIFIC RIM
6000 SOUTHCENTER BL
D13-286
City of110ukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
Parcel No.: 3597000220
Address: 6000 SOUTHCENTER BL TUKW
Suite No:
Project Name: PACIFIC RIM
111
DEVELOPMENT PERMIT
Permit Number: D13-286
Issue Date: 09/05/2013
Permit Expires On: 03/04/2014
Owner:
Name: PACIFIC RIM HOLDINGS L L C
Address: 6000 SOUTHCENTER BLVD #70 , TUKWILA WA 98188
Contact Person:
Name: ROB VAN HOUTEN
Address: 6000 SOUTHCENTER BL , TUKWILA WA 98188
Contractor:
Name: POWELL RENOVATIONS LLC
Address: 22211 MARINE VIEW DRS , SEATTLE WA 98198
Contractor License No: POWELRL939PE
Lender:
Name:
Address:
Phone:
Phone: 206 824-8001
Expiration Date: 10/05/2013
DESCRIPTION OF WORK:
DEMOLITION OF EXISTING ROTTED DECK LAYER, REPAIR ROTTED STRUCTURE IN LIKE KIND, ADD NEW DECKING
(3/4 TNG CDX + 1/2" ACX). NEW WEATHERPROOF URETHANE DECK COATING.
Value of Construction: $30,000.00 Fees Collected: $681.40
Type of Fire Protection: International Building Code Edition: 2012
Type of Construction: Occupancy per IBC: 0008
Electrical Service Provided by: PUGET SOUND ENERGY
**continued on next page**
doc: IBC -7/10
D13-286 Printed: 09-05-2013
•
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
End Time:
Fill 0 c.y.
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
1 f
Permit Center Authorized Signature: Date:
I hereby certify that I have read and xam ned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complie
wit whether specified herein or not.
The granting of this permit does not pr
construction or the performance of wor I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
me to give authority to violate or cancel the provisions of any other state or local laws regulating
Signature:
Print Name:
;-2-g Se.c.�
Date:
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.
PERMIT CONDITIONS:
1: ***BUILDING DEPARTMENT CONDITIONS***
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread
index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed
spaces in buildings of Type III, IV, or V construction, the flame spread and smoke -developed limitations do not apply
to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or
floor finish.
6: All construction shall be done in conformance with the approved plans and the requirements of the International
dm: IBC -7/10
D13-286 Printed: 09-05-2013
Building Code or International Residential Cod110ternational Mechanical Code, Washington SillEnergy Code.
7: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in
the permit, the structural observer shall submit to the Building Official a written statement that the site visits have
been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not
been resolved.
8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification
showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service
for inspection at the factory.
9: All wood to remain in placed concrete shall be treated wood.
10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206-431-3670).
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
13: New handrail shall comply with IBC Section 1012 "Handrails" as applicable to the ramp.
14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: IBC -7/10
D13-286 Printed: 09-05-2013
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
V7-) —1--ge
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
c - - King Co Assessor's Tax No.:
Site Address: (0c JC�C Ce � e 5 �L,V Suite Number:
Tenant Name: Pace fec
PROPERTY OWNER�+
Ate_ Name: t N,C RI Wl at, L.!/' (vC(y 5
Address:
S % Io -e
City: �� t .iAA State:,1 ar- Zip: %. tie
CONTACT PERSON — person receiving all project
communication
Name: R 0 / An / 44✓7
Address: Z12 1 / "may wie U e,t, _ or s
City: 08. Sigel/? -Gs State: (j4 Zip:eigl.
Phone: m0� ` Zcl s�I Fax:
Email: �h0e,„,....„.,,,, , c,,,
GENERAL CONTRACTOR INFORMATION
Company Name: / /l /' /��,"%mac,' lit 3
GVH f {/
Address: a''a ( ( `vu
Uw or
Zip:Agrr
City: (\ _ s in State: �� Y
�!
Phone::JZo( 6-2 ydw / Fax:
Contr RegCC (XJ(.JE i i. fg3/P p Date:? ,_ S _ ,l3
I
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I l.docx
Revised: August 2011
bh
35970Qo222
New Ten
Floor: 1/
ant: ❑ Yes ❑ ..No
ARCHITECT OF RECORD
Name:
Company Name:
Company Name:
Engineer Name:
Oar) le l r rel,
`7"
/
Address:
Zl z I Wlcr tr aI'��,
Architect Name:
City: J P / A State:
Zip.�t37 I
Address:
Email:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
Company Name:
City: State: Zip:
Engineer Name:
Oar) le l r rel,
`7"
/
Address:
Zl z I Wlcr tr aI'��,
+ .a5--,
City: J P / A State:
Zip.�t37 I
Phone: z53".... RA5__ 7 1 Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page I of 4
BUILDING PERMIT INFORMATION - 206-431-3670
S
vvc�.
Valuation of Project (contractor's bid price): $ J
��
Describe the scope of work (please provide detailed information):
r CAC+ Cite0kIcy ec C2•' f
v�
,u4a/ recr as f�1eC C ' c
P e_
C4 r e
Existing Building Valuation: $ /J /35i�%U '
LIQ C - S u -cC ce C -Lit
0e dQQk Cc ,A yrS(ct/
asc tt t �e � tr-v.t
t
1c COX
Will there be new rack storage? ❑ Yes .. No 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): I J GI ct 2 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.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ No
Compact: Handicap:
If"yes", explain:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
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 Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fortes-Applications on Line \2011 Apphcations\Pennn Apphcatton Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
151 Floor
2"d Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): I J GI ct 2 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.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ No
Compact: Handicap:
If"yes", explain:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
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 Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fortes-Applications on Line \2011 Apphcations\Pennn Apphcatton Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER.OWA HORIZED AG
Signature:
Print Name:
Date: C / / / ���
Day Telephone: —EC -T-0 O t
Mailing Address: 222-1,V. �% (Jl�Q.� Cid v ' a`V�Jch. LO
H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
City State Zip
Page 4 of 4
AUTHORIZATION FOR ALTERNATE PLAN
SUBMITTAL (LIMITED SCOPE OF WORK)
IBC & IRC Section 104.1
Date: C17/Z-0 1 E
Permit/Application Number: \I1'5 21(0
Address: 6Mt BLV Tukwila, WA 981
Description of Work:
5 N
—'I
ED
1.
""#t
6rLioTIi1 (1.1 l-IKE K 1 N D, AVPC'O AD.eGK G wl %�- rid& c DX -+ 1/2144K)
W,17( by ANS -i2:c-K COATI Nci
The above project permit applicant, due to the limited scope of work, is authorized to submit reduced plan
requirements described below:
1. Complete permit application(s):
Building ❑ Mechanical ❑ Plumbing/Gas Piping ❑ Electrical ❑ Other
2. Plan and/or Specification (minimum):
❑ Site Plan ❑ Floor Plan ❑ Elevations ❑ Foundation ❑ Structural Calcs
❑ Cross Sections ❑ Roof Plan Narrative ❑ Narrative WSEC Compliance
3. Required Inspections (only completed when to be issued over the counter):
XFraming ❑ Glazing Final ❑ Other:
4. Other Special Instructions:
0tJ17tTlb
N ( 44t7 .tL til-EAu.. ce,m pu t L3 (rt"LB6 o N -1O 12 "t- NPRMLW
A A?pLiCBLE1i)
Authorized By:
Printed Name:
Date: 9 I3
(Authoriza on vo' 30 days after date)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 431-3670 • Fax: 206 431-3665
W:\Permit Center\Templates\Forms\Auth for Reduced Plan Submittal.docx
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.TukwilaWA.Rov
Parcel No.: 3597000220
Address: 6000 SOUTHCENTER BL TUKW
Suite No:
Applicant: PACIFIC RIM
RECEIPT
Permit Number: D13-286
Status: PENDING
Applied Date: 09/05/2013
Issue Date:
Receipt No.: R13-02553
Initials:
User ID:
JEM
1165
Payment Amount: $681.40
Payment Date: 09/05/2013 01:08 PM
Balance: $0.00
Payee: ADAM THEISSEN, POWELL BUILDERS INC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 07483G
ACCOUNT ITEM LIST:
Description
681.40
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 676.90
640.237.114 4.50
Total: $681.40
Printerl• na-nS-2n13
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO: PERMIT NO.'`A:_
CITY OF TUKWILA BUILDING DIVISION ✓"11
6300 Southcenter Blvd., #100, Tukwila. -WA 98188 (206) 431-3670
Permit. Inspection Request Line (206).431-2451.
X13-20
Pro' t: iType.¢Inspection�:
A -e_,
M
Am. Ab 41
*-
Address: .. �y '
t 0 C 0e) S
//G��
a
UaA
Date Called.
� _ e
, A AL,--
Special Instructions:
Special
� p � �/ l
co.)A :
Date'Wante4.��
l
r a.m.
3. (.m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
P >i f\ TC" n-\ pc`t P
.�.
Date: ,L
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcentef Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO, ' PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
1)/3236
Project; f
/JAI (t fie .i?,yl
Type of Inspection:
r-004;4/
Address:
nfix2 Scatftie Aly
Date Called:.
S ecial Instructions:
/y.
', / / 4/ Al i%)
//4/0/A1
Date Wanted:
//"oZ
/3
a.
p.m.
Reque r:
%fj
Phone No•
ElApproved per applicable codes.
aCorrections required prior to approval:
COMMENTS:
�I
P -4 ,r c741/4l(
J
Date: ,o -- 1..
n El PECTION FEE REQ RED. Prior:..lfo next inspection, fee must be
ai at 6300 Southcenter Bl d., Suite 10 : Call -to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
3-2Wo
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431=3670
Permit Inspection Request Line (206) 431-2451
Project: t
Project: : (-, �. A,
Type f<Inspectipn:
ficin A
Address:
(n 046 Se_ -kliD,
Date Called:
Special Instructions:
Date Wanted:
id`
-
,.-I
a.m.
p.m.
Requester:
Phone No:
El Approved per applicable codes: •
orrections required prior to approval.
COMMENTS:
7C
Wei), LI me s o
— /V 4 ieJ At T hA s E,
^7/j 0)1 A./ I
tJ `1'L. P PC
Datef
or: ,
n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd:, Suite 100.• Call to schedule reinspection.
Inspe
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36
Permit Inspection Request Line (206) 431-2451
Xk�
��3-�
PAW:
10 wet( /Z�eAia✓n-I , o,(
,Type,of Inspection:.
t -r -A M I nN
Address:
(00CD0 5G,felQ6.
Date Called:
�
Special Instructions:
Q}
0/ 2. 1 5 _ ( ' 8
1-4,EA-A5 Jp
Date Wanted:
!
- —I
'
Al m
p.m.
Reques er: ;
Phone No:
ElApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
0 Imo_ v f R_ �
Inspec rt
Datei O
n REINSPECTION FEE F EQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
3-'b
INSPECTION NO. PERMIT NO. �—^'�, /,I
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
P oject:
�v 4A -r !s
ro Kid( Re v
Type_of Inspection:
trkk, /t&
Adrrdresss: (� a
nn
Date Called:
Special Instructions:
: //�� f ff "°',a.m;
Date Wanted��
it/ `i'JJ't — f p.m.
Requester:
Phone No(_7 I/77 9
Approved per applicable codes.
orrections required prior to approval.
COMMENTS:
--S' 1 r - Ala
ik
!() F p I� J't'As r K A L I j. 1 e .13 Me
/-
s
M ji e riT A r_00 /_--/ (I ,l
ke -_sc_a. a e
\.,,
,-.Th i , _
Insdector:
DateM — (4 —I 3
T
V
REINSPECTION FEE REQUIRED for to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 1,00. Call to schedule reinspection.
f
RECEIVED
N3V 2 6 2013
BUILDING
DEPARTMENT
EXISTING BEAM
63/4"x221/2" GLIB 24F -V4
NEW P.T. 6x6 NF*2 POST W/ SIMP.
CCQ16SDS2.5 CAF' 4 ABW66Z
BASE (OR EQUIV.)
NEW 48'x30"x10'
CONC. PAD I. "4
BAR 9 6' O.C. 'E.W.
DANIEL TYRRELL, P.E.
CONSULTING ENGINEER
2121 MERIDIAN EAST, SUITE M18 (253) 568-7991
EDGEWOOD, WA 98371-1006 ' EAX: (253)56&9137
EMAIL: DANTYRRELL@ATT.NET
CLIENT: POWELL HOMES
PROJECT: 6000 TUKWILA,WAENTERBLVD
DATE: 11-01-2013
Project "Pacific Rim
Location: Column (REV)
Column
[2009 International Building Code(2005 NDS)]
5.5 IN x.5.5 IN x 9.0 FT
#2 - Hem -Fir - Dry Use
Section Adequate By: 15:8%
VERTICAL REACTIONS
Live Load:
Dead Load:
Total Load:
Vert-LL-Rxn = 6962 lb
Vert-bL-Rxn = 6015 lb
Vert-TL-Rxn = 12977 lb
COLUMN.DATA
Total Column Length: 9 ft
Uniiraced Length.(X-Axis) Lx: 9 ft
Unbraced Length (Y -Axis) Ly: 9 ft
Column End Condtion-K (e): 1
Axial Load Duration Factor 1.15
COLUMN PROPERTIES
#2 - Hem -Fir
)3ase Values Adjusted
Compressive Stress: Fc = 575 psi Fc' = 510 psi
Cd=1.15 Cp=0.77
Bending Stress (X -X Axis): Fbx = 575 psi Fbx' = 661 psi
Cd=1:15 CF=1.00
Bending Stress (Y -Y Axis): Fby = 575 psi Fby' = 661 psi
Cd=1.15 CF=1.00
Modulus of Elasticity: E = 1100 ksi E' = 1100 ksi
Min. Mod. of Elasticity: E_min = 400. ksi E_min' = 400 ksi
Column. Section (X -X Axis): dx = 5.5 in
Column Section (Y -Y Axis): dy = 5':5 in
Area: . A = 30.25 in2
Section Modulus.(X-X Axis): Sx = 27.73 in3
Section Modulus (Y -Y Axis): Sy = 27.73 in3
Slenderness Ratio: Lex/dx = 19.64
Ley/dy = 19.64
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + 0)
Actual Compressive Stress: Fc =
Allowable Compressive Stress: Fc' _
Eccentricity Moment (X -X Axis): Mx -ex =
Eccentricity Moment (Y -Y Axis): My-ey =
Moment Due to Lateral Loads (X -X Axis): Mx =
Moment Due to Lateral Loads (Y -Y Axis): My =
Bending Stress Lateral Loads Only (X -X Axis): Fbx =
Allowable Bending Stress (X -X Axis): Fbx' =
Bending Stress Lateral Loads Only (Y -Y Axis): Fby =
Allowable Bending Stress (Y -Y Axis): Fby' =
Combined Stress Factor: CSF =
429 psi
510 psi
0 ft -lb
0 ft -lb
0 ft -lb
0 ft -lb
0 psi
661 psi
0 psi
661 psi
0.84
DT
Tyrrell Consulting
StruCalc Version 8:0.113.0 11/1/2013 12:54:02 PM
page
j OADING3DIAGRAM
9rt:
A
AXIAL=LOADING
Live Load: PL = 6962 Ib
Dead Load: PD = 5964 lb
Column Self Weight: CSW = 51 lb
Total Load: PT.::: 12977 lb
Project: Pacific Rim
Location: Footing (REV2)
Footing
(2009 international Building Code(2005 NDS)]
Footing Sizer 2.5 --FT x4.0 FT x 10:00 IN
Reinforcement. in Long Direction: #4 Bars @ 7.00 IN. O.C. / (4) min.
Reinforcement; in: Short Direction -center band (Equal to width of short side):
#4 Bars @ 7:00 IN. O.C. 1(4) min.
Reinforcement in Short Direction -outside bands: #4 Bars @ 3.00 IN. 0.C. /
(1) Each band.
Section Footing Design Adequate
'FOOTING •P.ROPE RTIES
Allowable Soil Bearing Pressure:
Concrete Compressive Strength:
Reinforcing Steel Yield Strength:
Concrete Reinforcement Cover:
Qs = 1500 psf
Fc = 2500 psi
Fy = 40000 psi
c= 3 in
FOOTING SIZE
Width:
Length:
Depth:
Effective Depth:to Top Layer of Steel:
W= 2.5 ft
L = 4 ft
Depth = 10 in
d = 6.25 in
COLUMN AND' BASEPLATE SIZE
Column Type:
-Column Width:
Column Depth:
Wood
m = 5.5 in
n = 5.5 in
FOOTING CALCULATIONS
Bearing Calculations:
Ultimate Bearing Pressure:
Effective Allowable Soil Bearing Pressure:
Required Footing Area:
Area Provided:
Baseplate°Bearing:
Bearing Required:
Allowable Bearing:
Beam Shear Calculations (One Way Shear):
Beam Shear:
Allowable Beam Shear:
Punching Shear Calculations (Two Way Shear):
Critical Perimeter:
Punching Shear.
Allowable Punching Shear (ACI 11-35):
Allowable Punching Shear (ACI 11-36):
Allowable Punching Shear (ACI 11-37):
Controlling Allowable Punching Shear:
Qu = 1293 psf
Qe = 1375 psf
Areq = 9.4 sf
A = 10.00 sf
Bear = 18296 lb
Bear -A = 83566 lb
Vu1 = 6766 lb
Vc1 = 14063 lb
Bo = 47 in
Vu2 = 16542 lb
vc2-a = 66094 lb
vc2-b = 80625 lb
vc2-c = 44063 lb
vc2 = 44063 lb
Short Direction:
Bending Calculations:
Factored Moment: Mu =
Nominal Moment Strength: Mn =
Reinforcement Calculations:
Concrete Compressive Block Depth: a = 0.46 in
Steel Required Based on Moment: As(1) = 0.31 in2
Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) = 0.96 in2
Controlling Reinforcing Steel: As-reqd = 0.96 in2
Selected Reinforcement: Short -band: #4's @ 7.0 in. o.c.(4) Min.
page
DT
Tyrrell Consulting
of
StruCalc Version 8.0.113.0
LOADING DIAGRAM
T
10 in
10 in
11/1/2013 12:52:32 PM
1-5.5in—I
1-5.5 In
4ft
(
L_
2.5 ft
3 in
3 In
FOOTING LOADING
Live Load: PL = 6962 lb
Dead Load: PD = 5964 lb
Total Load: PT = 12926 lb
Ultimate Factored' Load: Pu = 18296 lb
Weight to resist uplift w/ 1.5 F.S.: U.R. = 806 lb
Long Direction:
Bending Calculations:
68610 in -lb Factored' Moment: Mu =
255150 in -lb Nominal Moment Strength: Mn =
Reinforcement Calculations:
Concrete Compressive Block Depth:
Steel Required Based on Moment:
Min. Code Req'd-Reinf. Shrink./Temp. (ACI -10.5.4):
Controlling Reinforcing Steel:
Selected Reinforcement:
Reinforcement Area Provided:
Development Length Calculations:
Development Length Required:
15 in Development Length Supplied:
Reinforcement Area Provided:
Development Length Calculations:
Development Length Required:
Development Length Supplied:
Out. bands: #4's @ 3.0 in. o.c.(1) Min.
As = 1.18 in2
Id =
Ld sup
12 in
109776 in -I
169748 in -I
a = 0.49 in
As(1) = 0.5 in2
As(2) = 0.6 in2
As-reqd = 0.6 in2
Long Dir: #4's @ 7.0 in. o.c.(4) Min.
As = 0.79 in2
Ld =
Ld-sup =
15 in
21 in
1
•
NOTE: CERTAIN AREAS OF THE EXISTING
DECK CANNOT BE VIEWED UNTIL SOME
DEMOLITION TAKES PLACE. DRAWINGS
REPRESENT ENGINEERS BEST GUESS AT
ACTUAL FRAMING CONDITIONS. NOTIFY
ENGINEER ASAP ONCE FRAMING IS EXPOSED
AND REVISED DRAWINGS 4 ENGINEERING ARE
REQUIRED.
P.T. 6x12 HF1
EXISTING
STRUCTURE
LOADS:
LL = 50psf
DL = 55 psi'
(21/2' MAX. CONCRETE DECK)
P.T. 2x12 F-iF"2
e 12' O.C.
SEP 05 2013
rthmir CENTER
P.T. 6x12 HFii
ia
P.T. 2x12 HF"2
e 12' O.C.
P.T. 2 NF"I -e
P.T.
P.T.
6x12 HF"i
------8
_oDBL JSJo
P.T. 4x4 HP2
POSTS, TYP.
DI3-24b
DECK
REPLACEMENT OF ALL
FRAMING MEMBERS
SUFFERING FROM DECAY.
P.T. 6x,6 HF"2
POSTS, TYP.
DANIEL TYRRELL, P.E.
CONSULTING ENGINEER
2121 LiERIDIAN EAST, SUITE 41f3 (252) 568-7991
EDGE1Y000 L';A 411371.1(T;ifj EA% (253) SEES 137
EMAIL' DAN T YRRELl NET
CLIENT: POWELL HOMES
PLAN: DECK REPAIR
6000 SOUTHCENTER BLVD
TUKWILA. WA
DATE:
08-28-2013
JOB:
13-
EXISTING FDN
II fl- u u
30 30 30 30
O 0
30 I 30,
O 0
30 30
O 0 0
30 : 30 30
O 0 0
30. 30 30
O ;
30
0
30 30
0
30
O CJ 0
30 30 30
DECK FOUNDATION
DANIEL TYRRELL, P.E.
CONSULTING ENGINEER
2121 MERIDIAN EAE I. SLIDE 919 12531 588.7991
EDGEWWD. WA 98371.1096 PAX. 1253) 5688137
EMAIL. DAN IYRREI.I. Ail NEl
CLIENT: POWELL HOMES
PLAN: DECK REPAIR
6000 SOUTHCENTER-BLVD
TUKWILA. WA
DATE:
08.28-2013
JOB:
13-
Contractors or Tradespeople Prir Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with L&l 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 POWELL RENOVATIONS LLC UBI No. 602710373
Phone 2068248001 Status • Active
Address 22211 Marine View Drive S License No. POWELRL939PE
Suite/Apt. License Type Construction Contractor
City Seattle Effective Date 10/5/2007
State WA Expiration Date 10/5/2013
Zip 98198 Suspend Date
County King Specialty 1 General
Business Type Limited Liability Company Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
POWELBI949KD
POWELL BUILDERS
INC
Construction
Contractor
General
Unused
5/4/2006
7/16/2014
Active
SHAYCL'991JM
SHAYS
CONSTRUCTION LLC
Construction
Contractor
General
Unused
4/14/2001
4/14/2003
Archived
POWELCL024JM
POWELL COMPANY
LLC, THE
Construction
Contractor
General
Unused
4/14/1998
4/14/2001
Archived
POWELCR900DB
POWELL CARE AND
REPAIR LLC
Construction
Contractor
General
Unused
3/2/2010
3/2/2012
Expired
POWELBL982K1
POWELL BROTHERS
LLC
Construction
Contractor
General
Unused
5/21/2002
4/14/2011
Out Of
Business
POWELHB121K3
POWELL HOME
BUILDERS INC
Construction
Contractor
General
Unused
5/23/1988
3/15/2007
Re -
Licensed
Business Owner Information
Name
Role
Effective Date
Expiration Date
PETRICH, ANNMARIE
Agent
10/05/2007
Amount
POWELL, TODD EASTMAN
Partner/Member
10/05/2007
SLPGGL0064801
POWELL, BROOKS BENTON
Partner/Member
10/05/2007
Bond Information
Bond Company Name
DEVELOPERS SURETY
Et INDEM CO
Bond
1
Page 1 of 2 -
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
748809C
10/01/2007
Until Cancelled
$12,000.00
10/05/2007
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
7
Starr Surplus
Lines Insurance
SLPGGL0064801
03/15/2012
03/15/2014
$1,000,000.00
02/07/2013
6
Starr Surplus
Lines Insurance
SLPGGL006480003/15/2012
03/15/2013
03/15/2012
$1,000,000.0001/19/2012
5
WESCO INS CO
WPP102159700
03/15/2011
03/15/2013
03/15/2012
$1,000,000.0001/19/2012
4
GENERAL
FIDELITY INS CO
BAG000745800
03/15/2011
03/15/2012
$1,000,000.0002/01/2011
3
GENERAL
FIDELITY INS CO
BAG000669900
03/15/2010
03/15/2011
$1,000,000.00
02/24/2010
2
BAG000534200
03/15/2009
03/15/2010
$1,000,000.00
01/29/2009
https://fortress.wa.gov/lni/bbip/Print.aspx
09/05/2013