HomeMy WebLinkAboutPermit D11-251 - NORTH HILL APARTMENTS - BUILDING A - STAIRSNORTH HILL APARTMENTS
BUILDING A
5860 SOUTHCENTER BL
Di 1-251
City of/Tukwila
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.: 1157200351
Address: 5860 SOUTHCENTER BL TUKW
Suite No:
Project Name: NORTH HILL APTS - BLDG A
DEVELOPMENT PERMIT
Permit Number: D11 -251
Issue Date: 08/09/2011
Permit Expires On: 02/05/2012
Owner:
Name: NORTH HILL APTS INC
Address: 85 S WASHINGTON #308 , SEATTLE WA 98104
Contact Person:
Name: LEE ANDERSON
Address: 5010 S TACOMA WY , TACOMA WA 98409
Contractor:
Name: G P ANDERSON CONSTRUCTION INC
Address: 121 BELLA BELLA DR , FOX ISLAND WA 98333
Contractor License No: GPANDCI033RP
Phone: 253 - 377 -4486
Phone:
Expiration Date: 12/16/2011
DESCRIPTION OF WORK:
STAIRWELL REPAIRS ON ENTRY STAIRWAY
Value of Construction: $3,000.00 Fees Collected: $243.92
Type of Fire Protection: International Building Code Edition: 2009
Type of Construction: V -B Occupancy per IBC: 0021
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
doc: IBC -7/10
D11-251 Printed: 08 -09 -2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 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:
Size (Inches): 0
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 Signature:
)LQL Date:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature: Date:
Print Name: L t°
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: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: 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.
6: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
doc: IBC -7/10
D11 -251 Printed: 08 -09 -2011
obtained at City Hall in the office of the City r
•
7: 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
D11 -251 Printed: 08 -09 -2011
CITY OF TUKL1 4
Community Develo ent Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htto://www.ci.tukwila.wa.us
Building Pet` No. 11 k -S
Mechanical Permit No.
Plumbing/Gas Permit No.
• Public Works Permit No.
Project No.
(For office use only)
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
_ !l ! 1 King Co Assessor's Tax No.:
S
Site Address: e?C0 S���l�e� "i gbd Suite Number: Floor:
Tenant Name: / " 0 1.4 � 40 I3/ b A
Property Owners Name: 01 /1 7w / kt, .Sr« T L
Mailing Address:
New Tenant: ❑ Yes 0.. No
City
State
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name:
L c. AI / S p ^ Day Telephone: :153 372 y' k
Mailing Address: 50 /v ✓ri' j acx, „, (n)t,.`7 uc ty''y`� LU State ? P it) 9
E -Mail Address: L et- a, e.der5�A c cc, + - 4C-1 Fax Number: 25 3 301 O
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: V r 4 chi Sys " Co tl S
5b /0
/J 50,1-i. / A CO i4t j (A) ca7
1tt- '�"IQLi1 J
Mailing Address:
Contact Person:
E -Mail Address:
a"
/Lc- �CIP Arson . co,"C4 S 112,n
Contractor Registration Number: 6P AN LC 1 033g/9
City
Day Telephone:
Wct
98-$.
State Zip
J53 377i14/8-6
Fax Number: d53 331 oak/
Expiration Date: /2 /4,- 2 o //
ARCHITECT OF RECORD — All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD — All plans must be stamped by Engineer of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
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City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFORMATION — 206 - 431 -3670
Valuation of Project (contractor's bid price : $ 3 Existing uilding Valuation: $
Scope of Work (please provide detailed information): Adit 04014044.94- Sk l / wc,%f' rCOq 4 h S
On -e4 4-/i 5 �ca tt J 01.r 11
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): 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: Compact: Handicap:
Will there be a change in use? 0 Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ 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.
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
rd 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): 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: Compact: Handicap:
Will there be a change in use? 0 Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ 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.
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Page 2 of 6
PERMIT APPLICATION NOTES — AAcable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules._ _ _
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
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).
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 OWNS OR UTHORIZED AGENT:
Signature:
Print Name:
Le 40/clso
Mailing Address: 50/0 31.44 Tack"--g, (AL
7-2 5- - f/
Date: 4-----4=4/
Day Telephone: a 5-3 3 7 7 1' c-(�
City State
Zip
IDate Application Accepted: — `
Date Application Expires:
Staff Initials:
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Page 6 of 6
PLUMBING AND GAS PIPING PERIDINFORMATION — 206 - 431 -3670
•
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain or
water cooler (per head)
Food -waste grinder,
commercial
Floor Drain
Shower, single head trap
Lavatory
Wash fountain
Receptor, indirect waste
Sinks
Urinals
Water Closet
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water heater and/or vent
Industrial waste treatment
interceptor, including trap
and vent, except for kitchen
type grease interceptors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
Repair or alteration of
water piping and/or water
treatment equipment
Repair or alteration of
drainage or vent piping
Medical gas piping
system serving 1 -5
inlets /outlets for a
specific gas
Each additional medical
gas inlets /outlets greater
than 5
Backflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective device
other than atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1 -5)
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
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Page 5 of 6
SET RECEIPT
RECEIPT NO: R11 -01563
Initials: Payment Date: 07/25/2011
User ID: 1655 Total Payment: 1,109.94
Payee: LEE ANDERSON
SET ID: S000001535 SET NAME: Tmp set/Initialized Activities
SET TRANSACTIONS:
Set Member Amount
D11 -248
D11 -249
D11 -251
TOTAL:
433.01
433.01
243.92
433.01
TRANSACTION LIST:
Type Method Description Amount
Payment Credit C VISA 1,109.94
TOTAL: 1,109.94
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
BUILDING - RES
PLAN CHECK - NONRES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
000.322.100 145.10
000.322.100 519.40
000.345.830 94.32
000.345.830 337.62
640.237.114 13.50
TOTAL: 1,109.94
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Prc . T. 11
N I
Type o
, ni A-A LS,.. ) , t Of r% l
Address:
5/ SC 8(
/
Date Cd: \
l `
Special Instructions:
Date Wanted:.
ri — -
3m.
- -(f p.m.
Requester:
13-hone No:
Z- s'.3 !'
377-'1'4U
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Pf Ntrz-c),/,(/)(17)
Ins pec r:
Date: /
n REINSPECTION FEE REQUIRED or to next inspection. fee must be
paid at 6300 Southcenter Blv'., Suite 100. Call to schedule reinspection.
►. PERMIT
FOR:
L Mechanical
ffEiactrical
at Plumbing
I Gas Piping
.! '; a `y of Tukwila
t:l.• • DIVISION
t4orh wd 'we Map Apar#ments
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
�T L: env i # onn ti i require a new p la n
su ml +cI
enfl may inc,'ude additional plan Mir f. 1
a
FILE COPY
Permit No. bit- 2S I
PI =r. rruiew approval is subject to errors and omisSiol'nS.
REVIE
CODE CO
APPR
t }_t, .:;,l ion of any adopted code or ordinance. Rece
o p roveai Fiek Copy and .. ,' is aanowledgc
By
FOR
LIANCE
ED.
AUG 05 2011
Date:
City Of 1Ukwiia
BUILDING DIVISION
bUZ5I
BUILDING DIVISION
RECEIVE :: D
JUL 252011
PERMIT CENTER
CONSULTING
ENGINEERS
P,aOF-C NIZP4MANEET
£NGINE EPING
November 2, 2010
#10-590
PACIFIC NORTHWEST ENGINEERING INC.
GP Anderson Construction
Attn: Lee Anderson
5010 South Tacoma Way
Tacoma, WA 98409
Re: North Hill Apartment Stair Repair
Plan Number: North Hill Apartments
Site: 5700 Southcenter Blvd.
Tukwila, WA
Mr. Anderson,
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 052011
City of Tukwila
BUILDING DIVISION
Pacific Northwest Engineering Inc. (PNE) as requested has reviewed the existing
architectural drawings for the North Hill Apartment Complex (pages A -1 through A -9,
dated 1 -5 -88, revised 3- 21 -88) for repairs proposed to the stair areas as a result of rot
damage. As a result of our review, we have determined that P.T. #2 DF or HF is adequate
for replacement of4x4 and 6x6 posts, 4x10 and 6x10 beams, and the 3x12 stair stringers.
The existing sizes are to remain, but may be replaced with the same dimensional size
using P.T. HF or DF #2 lumber. These members are best shown on sheet A -9 of 9,
section A of the existing architectural drawings.
Calculations are included for reference. All hardware used to attach new P.T. members
shall be Simpson Z -Max, Hot Dipped Galvanized, or Stainless Steel. If there are any
more questions or concerns, please contact our office.
Sincerely,
Luke W. Moerke, P.E.
Pacific Northwest Engineering, Inc. -
tu.,z5I
NOV 0 3 2010
Pacific Northwest Engineering Inc.
1944 Pacific Ave; Ste 305
Tacoma, WA 98402
Phone (253) 682 -2850 Fax (253) 682 -2851
RECEIVED
JUL 2 5 2011
PERMIT CENTER
Page 1 of 8
D•lrl IFAITC war ')nAQ CVIA /NFI7 C\Alnrfh Will pnoArnun /cMlnAh Mill Anrertmnnt 1 olfor Anr
Project: North Hill Apartment Repairs
Location: Roof Beam 1
Multi- Loaded Multi -Span Beam •
[2009 International Building Code(2005 NDS)]
3.5 IN x 7.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 129.8%
Controlling Factor: Moment
DEFLECTIONS LQII
Live Load -0.02 IN U4796
Dead Load 0.00 in
Total Load -0.02 IN 1.13771
Live Load Deflection Criteria: L/240
Center Bight
0.05 IN L/2113 -0.02 IN L/4796
0.02 in 0.00 in
0.07 IN L/1392 -0.02 IN L/3771
Total Load Deflection Criteria: U180
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
REACTIONS A a S'c 12
Live Load 173 Ib 1096 Ib 1096 Ib 173 Ib
Dead Load 49 Ib 686 Ib 686 Ib 49 Ib
Total Load 223 Ib 1781 Ib 1781 Ib 223 Ib
Uplift (1.5 F.S) -78 Ib 0 Ib 0 lb -78 Ib
Bearing Length 0.10 in 0.81 in 0.81 in 0.10 in
BEAM DATA
Span Length
Unbraced Length -Top
Unbraced Length -Bottom
Live Load Duration Factor
Notch Depth
Left
6 ft
0 ft
6 ft
1.00
0.00
Center Right
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
StruCalc Version 8.0.101.0
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of
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. 1 -to Grain:
Base Values Adjusted
Fb = 900 psi Fb' = 1158 psi
Cd =1.00 CI =0.99 CF =1.30
Fv = 180 psi Fv' = 180 psi
Cd =1.00
E = 1600 ksi E' = 1600 ksi
E_min = 580 ksi E_min' = 580 ksi
Fc -1= 625 psi Fc -1' = 625 psi
Controlling Moment: -1287 ft -lb
Over left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2
Controlling Shear: 1076 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read provided
13.34 in3 30.66 in3
8 -96 in2 25.38 in2
14.38 in4 111.15 in4
-1287 ft-lb 2958 ft-lb
1076 Ib 3045 Ib
UNIFORM LOADS Ia$ Center Bight
Uniform Live Load 63 plf 188 plf 63 plf
Uniform Dead Load 38 plf 113 plf 38 plf
Beam Self Weight 6 plf 6 plf 6 plf
Total Uniform Load 107 plf 307 plf 107 plf
NOTES
PargP ? of R
Project: North Hill Apartment Repairs
Location: Roof Beam 1 - Support
Column
[2009 International Building Code(2005 NDS)]
3.5 IN x 3.5 IN x 8.0 FT
#2 - Hem -Fir - Dry Use
Section Adequate By: 66.4%
VERTICAL REACTIONS.
Live Load: Vert- LL -Rxn = 1096 Ib
Dead Load: Vert- DL -Rxn = 704 Ib
Total Load: Vert- TL -Rxn = 1800 Ib
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
.a..wa, o a- Tacoma, WA 98402
erveliov@itiRif40
COLUMN DATA
Total Column Length: 8 ft
Unbraced Length (X -Axis) Ly: 8 ft
Unbraced Length (Y -Axis) Ly: 8 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
#2 - Hem -Fir
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
Base Value Adiusted
Fc = 1300 psi Fc' = 437 psi
Cd =1.00 Cf =1.15 Cp =0.37 Ci =0.80
Fbx = 850 psi Fbx' = 1020 psi
Cd =1.00 CF =1.50 Ci =0.80
Fby = 850 psi Fby' = 1020 psi
Cd =1.00 CF =1.50 Ci =0.80
E = 1300 ksi E' = 1235 ksi
E_min = 470 ksi E_min' = 447 ksi
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Axis):
Section Modulus (Y -Y Axis):
Slendemess Ratio:
dx =
dy =
A=
Sx =
Sy =
Lex/dx =
Ley /dy =
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
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 =
3.5
3.5
12.25
7.15
7.15
27.43
27.43
147
437
0
0
0
0
0
1020
0
1020
0.34
in
in
in2
in3
in3
psi
psi
ft-lb
ft -Ib
ft -Ib
ft-lb
psi
psi
psi
psi
StruCalc Version 8.0.101.0
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ot
AXIAL LOADING
Live Load: PL = 1096 Ib
Dead Load: PD = 686 Ib
Column Self Weight: CSW = 18 Ib
Total Load: PT = 1800 Ib
J'1OTEa
Para of R
•
Project: North Hill Apartment Repairs
Location: Stair Stringer
Multi- Loaded Multi -Span Beam
[2009 Intemational Building Code(2005 NDS)]
2.5 IN x 9.25 IN x 7.0 FT (Actual 8.1 FT)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 52.5%
Controlling Factor: Moment
DEFLECTIONS Centel
Live Load 0.06 IN U1469
Dead Load 0.01 in
Total Load 0.07 IN U1167
Live Load Deflection Criteria: 0360
Total Load Deflection Criteria: L/240
REACTIONS A D
Live Load 700 Ib 700 Ib
Dead Load 181 Ib 181 Ib
Total Load 881 Ib 881 Ib
Bearing Length 0.56 in 0.56 in
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
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of
BEAM DATA Center
Span Length 7 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 7 ft
Beam End Elevation Difference 4 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
j)( &TERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. -I- to Grain:
Base Values t4djustert
Fb = 900 psi Fb' = 792 psi
Cd =1.00 CF =1.10 Ci =0.80
Fv = 180 psi Fv' = 144 psi
Cd =1.00 Ci =0.80
E = 1600 ksi E' = 1520 ksi
E_min = 580 ksi E_min' = 551 ksi
Ci =0.95
Fc - L = 625 psi Fc -1' = 625 psi
Controlling Moment: 1543 ft-lb
3.499 Ft from left support of span 2 (Center Span)
Created by combining all dead Toads and live loads on span(s) 2
Controlling Shear: 628 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear.
Read Provided
23.37 in3 35.65 in3
6.54 in2 23.13 in2
35.08 in4 164.89 in4
1543 ft -lb 2353 ft -lb
628 Ib 2220 Ib
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
Center
200 ptt
40 ptf
5 plf
245 plf
NOTES
PagP4nfR
Project: North Hill Apartment Repairs
Location: Floor Beam - 3rd Floor
Multi- Loaded Multi -Span Beam
[2009 International Building Code(2005 NOS)]
3.5 IN x 9.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas - Fir -Larch - Dry Use
Section Adequate By: 60.0%
Controlling Factor: Moment
DEFLECTIONS �$
Live Load 0.00 IN L/MAX 0.
Dead Load 0.00 in 0.
Total Load 0.00 IN L/MAX 0.
Live Load Deflection Criteria: U240
Center Riaht
04 IN L/2463 0.00 IN UMAX
01 in 0.00 in
05 IN L/2098 0.00 IN L/MAX
Total Load Deflection Criteria: L/180
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
*vrr....evv. Tacoma, WA 98402
eiat rV✓ici18ei40
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A a D
441 Ib 2499 Ib 2499 Ib 441 Ib
49 Ib 362 Ib 362 Ib 49 Ib
490 Ib 2861 Ib 2861 Ib 490 Ib
0.22 in 1.31 in 1.31 in 0.22 in
BEAM DATA • Left
Span Length 6 ft
Unbraced Length -Top 0 It
Unbraced Length -Bottom 6 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
Center Riaht
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. to Grain:
Base Values Adiusted
Fb = 900 psi Fb' = 864 psi
Cd =1.00 CF =1.20 Ci =0.80
Fv = 180 psi Fv' = 144 psi
Cd =1.00 Ci =0.80
E = 1600 ksi E' = 1520 ksi
E_min = 580 ksi E_min' = 551 ksi
Ci =0.95
Fc -1= 625 psi Fc - L' = 625 psi
Controlling Moment: 2246 ft-Ib
4.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2, 3
Controlling Shear: 1456 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read
31.2 in3
15.17 in2
22.49 in4
2246 ft-lb
1456 Ib
Provided
49.91 in3
32.38 in2
230.84 in4
3594 ft-lb
3108 Ib
11/2/2010 10:59:24 AM
LOADING DIAGRAM
w
t
w w
8ft
8ft 8ft
UNIFORM LOADS Leff Center
B tI1
Uniform Live Load 250 off 250 plf
250 pif
Uniform Dead Load 25 plf 25 plf
Beam Self Weight 7 plf 7 plf
Total Uniform Load 282 plf 282 plf
25 plf
7 plf
282 plf
POINT LOADS - CENTER SPAN
Load Number One
Live Load 881 Ib
Dead Load 181 Ib
Location 4 ft
NOTES
Parjp 5 of 8
Project: North Hill Apartment Repairs
Location: Floor Beam - 2rd Floor
Multi- Loaded Multi-Span Beam
[2009 International Building Code(2005 NDS)]
5.5 IN x 9.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 13.0%
Controlling Factor. Moment
DEFLECTIONS 1.0 Center Sight
Live Load 0.02 IN L/4611 0.04 IN L12280 0.04 IN U1971
Dead Load 0.00 in 0.00 in 0.00 in
Total Load 0.02 IN L/4614 0.05 IN L/2066 0.04 IN L/1864
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A J} Sc Q
Live Load 738 Ib 2608 Ib 4452 Ib 2013 Ib
Dead Load 63 Ib 371 Ib 578 Ib 190 Ib
Total Load 800 Ib 2980 Ib 5030 Ib 2203 Ib
Uplift (1.5 F.S) -204 Ib -81 Ib 0 Ib -119 Ib
Bearing Length 0.23 in 0.87 in 1.46 in 0.64 in
BEAM DATA Left
Span Length 6 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 6 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
Center Bight
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Base Value Adjusted
Bending Stress: Fb = 750 psi Fb' = 598 psi
Cd =1.00 C1 =1.00 CF =1.00 Ci =0.80
Shear Stress: Fv = 170 psi Fv' = 136 psi
Cd =1.00 Ci =0.80
Modulus of Elasticity: E = 1300 ksi E' = 1235 ksi
Min. Mod. of Elasticity: E_min = 470 ksi E_min' = 447 ksi
Ci =0.95
Comp.1 to Grain: Fc - L = 625 psi Fc -I.= 625 psi
Controlling Moment: -3459 ft-lb
Over right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Controlling Shear: 2483 Ib
At a distance d from left support of span 3 (Right Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Be d Erovided
69.41 in3 78.43 in3
27.38 in2 50.88 in2
66.25 in4 362.75 in4
-3459 ft-lb 3909 ft-Ib
2483 Ib 4613 Ib
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
= .... -4; - Tacoma, WA 98402
EiNctroNigzAttiwa
Version 8.0.101.0
11/2/2010 10:59:24 AM
page
LOADING DIAGRAM
•
t
z-a.
d-
w
... uses- ...-.a
cs
r..3,-7........ ��._ec:3_ - - --
-a _,w.,
--
Eft
• 6ft - 8ft
D
UNIFORM LOADS US Center
Eight
750 plf
75 plf
11 plf
836 plf
Uniform Live Load 250 pif 250 pif
Uniform Dead Load 25 plf 25 plf
Beam Self Weight 11 pif 11 plf
Total Uniform Load 286 pif 286 plf
POINT LOADS - CENTER SPAR
Load Number Qp$
Live Load 881 Ib
Dead Load 181 Ib
Location 4 ft
NOTES
Page A nf R
Project: North Hill Apartment Repairs
Location: 2nd Floor Beam - Support
Column
[2009 International Building Code(2005 NOS)]
5.5 IN x 5.5 IN x 8.75 FT
#2 - Hem -Fir - Dry Use
Section Adequate By: 18.3%
VERTICAL REACTIONS
Live Load: Vert-LL -Rxn = 8047 Ib
Dead Load: Vert-DL -Rxn = 1675 Ib
Total Load: Vert-TL -Rxn = 9722 Ib
COLUMN DATA
Total Column Length: 8.75 ft
Unbraced Length (X -Axis) Ly: 8.75 ft
Unbraced Length (Y -Axis) Ly: 8.75 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
S',OLUMN PROPERTIES
#2 - Hem -Fir
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Axis):
Section Modulus (Y -Y Axis):
Slendemess Ratio:
ease Values Adjusted
Fc = 575 psi Fc' = 393
Cd =1.00 Cp =0.85 Ci =0.80
Fbx = 575 psi Fbx' =
Cd =1.00 CF =1.00 Ci =0.80
Fby = 575 psi Fby' =
Cd =1.00 CF =1.00 Ci =0.80
E = 1100 ksi E' =
E_min = 400 ksi E_min' _
psi
460 psi
460 psi
1045 ksi
380 ksi
dx = 5.5 in
dy = 5.5 in
A = 30.25 in2
Sx = 27.73 in3
Sy = 27.73 in3
Lex /dx = 19.09
Ley/dy = 19.09
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Actual Compressive Stress:
Allowable Compressive Stress:
Eccentricity Moment (X -X Axis):
Eccentricity Moment (Y -Y Axis):
Moment Due to Lateral Loads (X -X Axis):
Moment Due to Lateral Loads (Y -Y Axis):
Bending Stress Lateral Loads Only (X -X Axis):
Allowable Bending Stress (X -X Axis):
Bending Stress Lateral Loads Only (Y -Y Axis):
Allowable Bending Stress (Y -Y Axis):
Combined Stress Factor:
Fc = 321 psi
Fc' = 393 psi
Mx-ex = 0 ft-Ib
My-ey = 0 ft -Ib
Mx = 0 ft-Ib
My = 0 ft -lb
Fbx = 0 psi
Fbx' = 460 psi
Fby = 0 psi
Fby' = 460 psi
CSF = 0.82
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
: - r Nrr -* .v c • Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
rage
I of
AXIAL LOADING
Live Load:
Dead Load:
Column Self Weight:
Total Load:-
PL = 8047 Ib
PD = 1626 Ib
CSW = 49 Ib
PT = 9722 Ib
NOTES
pagp 7ofR
Project:'North Hill Apartment Repairs
Location: 3rd Floor Beam - Support
Column
[2009 International Building Code(2005 NDS)]
3.5 IN x 3.5 IN x 8.75 FT
#2 - Hem -Fir (North) - Dry Use
Section Adequate By: 16.5%
VERTICAL REACTION&
Live Load: Vert- LL -Rxn = 3595 Ib
Dead Load: Vert- DL -Rxn = 1069 Ib
Total Load: Vert- TL -Rxn = 4664 Ib
COLUMN DATA
Total Column Length: 8.75 ft
Unbraced Length (X -Axis) Ly: 8.75 ft
Unbraced Length (Y -Axis) Ly: 8.75 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIEQ
#2 - Hem -Fir (North)
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Axis):
Section Modulus (Y -Y Axis):
Slendemess Ratio:
Dose Values
Fc = 1450 psi
Cd =1.00 Cf =1.15 Cp =0.34 Ci =0.80
Fbx = 1000 psi Fbx' = 1200 psi
Cd =1.00 CF =1.50 Ci =0.80
Fby = 1000 psi Fby' _
Cd =1.00 CF =1.50 Ci =0.80
ksi E _
ksi E_min' =
Adjusted
Fc' = 456 psi
E = 1600
E_min = 580
1200 psi
1520 ksi
551 ksi
dx = 3.5 in
dy = 3.5 in
A = 12.25 in2
Sx = 7.15 in3
Sy = 7.15 in3
Lex/dx = 30
Ley /dy = 30
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Fc =
Fc' =
Mx-ex =
My-ey =
Mx =
My =
Fbx =
Fbx' =
Fby =
Fby' =
CSF =
Actual Compressive Stress:
Allowable Compressive Stress:
Eccentricity Moment (X -X Axis):
Eccentricity Moment (Y -Y Axis):
Moment Due to Lateral Loads (X -X Axis):
Moment Due to Lateral Loads (Y -Y Axis):
Bending Stress Lateral Loads Only (X -X Axis):
Allowable Bending Stress (X -X Axis):
Bending Stress Lateral Loads Only (Y -Y Axis):
Allowable Bending Stress (Y -Y Axis):
Combined Stress Factor:
381 psi
456 psi
0 ft-Ib
0 ft-lb
0 ft-lb
0 ft-lb
0 psi
1200 psi
0 psi
1200 psi
0.84
Luke Moerke
Pacific Northwest Engineering
1944 Pacific'Ave: Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
of
AXIAL LOADINQ
Live Load:
Dead Load:
Column Self Weight:
Total Load:
PL = 3595 Ib
PD = 1048 Ib
CSW = 21 Ib
PT = 4664 Ib
NOTE
Payola R of R
• •
P
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -251 DATE: 07 -25 -11
PROJECT NAME: NORTH HILL APTS - BLDG A
SITE ADDRESS: 5860 SOUTHCENTER BL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
67cling/�' /,viisiion
Oublic Wd�lcs
i-, i
Fire Prevention
L. Planning Division
Structural
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
DUE DATE: 07 -26 -11
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 08-23 -11
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople Prhter Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name G P ANDERSON CONSTRUCTION INC UBI No. 601838669
Phone 2535497450 Status Active
Address 121 Bella Bella Dr License No. GPANDCI033RP
Suite /Apt. License Type Construction Contractor
City Fox Island Effective Date 12/17/1997
State WA Expiration Date 12/16/2011
Zip 98333 Suspend Date
County Pierce Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
APEXCL'024B0
APEX CONSTRUCTION
LLC
Construction
Contractor
General
Unused
1/20/1998
1/4/2003
Archived
OLYMPVC055MP
OLYMPIC VIEW
CONSTRUCTION INC
Construction
Contractor
General
Unused
7/17/1995
9/30/1998
Archived
OLYMPVC054R9
OLYMPIC VIEW
CONSTRUCTION
Construction
Contractor
General
Unused
12/29/1994
9/30/1995
Archived
ANDERC *086B2
ANDERSON
CONSTRUCTION
Construction
Contractor
General
Unused
1/22/1992
1/22/1995
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
ANDERSON, GARY
Cancel Date
01/01/1980
Bond Amount
ANDERSON, PEGEEN
3
01/01/1980
6382694
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
AM STATES INS
6382694
12/16/2005
Until Cancelled
$12,000.0011/01/2005
/08/2010
2
DEVELOPERS SURETY
& INDEM CO
445696C
12/16/2001
Until Cancelled
02/06/2006
$12,000.0012/22
/2005
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
12
LIBERTY
NORTHWEST
INS CORP
BH053575320
12/16/2010
12/16/2011
$1,000,000.0010
/08/2010
11
OOHIO CAS INS
BH053575320
12/16/2008
12/16/2010
$1,000,000.00
11/06/2009
10
OOHIO CAS INS
BH053575320
12/16/2007
12/16/2008
$1,000,000.0012
/12/2007
9
FIRST
SPECIALTY INS
CORP
FGL22900572600
12/16/2005
12/16/2007
$1,000,000.00
12/15/2006
8
FIRST MERCURY
INS CO
FMIL000270
12/16/2004
12/16/2005
$1,000,000.0012
/23/2004
https://fortress.wa.gov/lni/bbip/Print.aspx
08/09/2011