HomeMy WebLinkAboutPermit D05-102 - REHAL RESIDENCE - NEW HOUSEREHAL RESIDENCE
13605 42 AV S
EXPIRED 05 -07 -06
D05 -102
wqs City Ox 'Tukwila
o
X . Department of Community Development
Q r 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
191 08
' Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.its
Permit Number:
Issue Date:
Permit Expires On:
1
i
Permit Center Authorized Signature:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -102
09/07/2005
03/06/2006
Date: `/ 1 7— p,6
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.
Signature:
L TUM
Print Name: T�I L 1:112 IN G, W C —`j�
Date: o9tio`1 �o3'
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.
doc:IBC- Permit D05 -102 Printed; 09 -07 -2005
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City ('Tukwila Steven M. Mullet, Mayor
Department of Comntutiity Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite 9100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 7360600271
Address: 13605 42 AV S TUKW
Suite No:
Permit Number: DOS -102
Issue Date: 09/07/2005
Permit Expires On: 03/06/2006
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
KULBIR SINGH REHAL RESIDENCE
13605 42 AV S, TUKWILA WA
KULBIR SINGH REHAL
802 45 ST NE, #I -204, AUBURN WA
ROBERT N. PARNELL, PE
4422 187 PL SE, ISSAQUAH, WA
Contractor:
Name: DHIMAN CORPORATION
Address: 802 45 ST NE, #1204, AUBURN WA
Contractor License No: DHIMAC *95008
Phone:
Phone: 425 643 -3560
Phone: 206 -245 -0114
Expiration Date: 09 /07/2007
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 3,435 SQ FT SINGLE FAMILY RESIDENCE WITH 698 SQ FT ATTACHED GARAGE.
PUBLIC WORKS ACTIVITIES INCLUDE:
Firm work limits, work above steep slopes, erosion prevention for steep slopes, right -of -way
utility work, access, grading. No graded materials shall be' laced outside the work limits.
Driveway and parking pad will drain to ditch in 42nd Ay S. via_ catch_ basins and and a tightline.
` Erosion prevention financial guarantee. All work - s permitted under this permit. No separate
permits for utility work.
WD125 and ValVue sewer.
Value of Construction: $327,531.15
Type of Fire Protection: N/A
Type of Construction: VB
Fees Collected: $6,142.10
International Building Code Edition: 2003
Occupancy per IBC: 22
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time End Time:
Land Altering: Y Volumes: Cut 450 c.y. Fill 450 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
doc: IBC - Permit D05 -102 Printed: 09 -07 -2005
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Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
1—
City o. 'Tukwila
Steven M. Mullet, Mayor
Department of Conununity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tetktivila.iva.its
N
N Private:
Y
Y Profit: N
N Private:
N
* *continued on next page **
Steve Lancaster, Director
Public:
Non - Profit: N
Public:
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�..� City o f Tukwila
19p8
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 7360600271
Address: 13605 42 AV S TUKW
Suite No:
Tenant: KULBIR SINGH REHAL RESIDENCE
Permit Number:
Status:
Applied Date:
Issue Date:
DOS -102
ISSUED
03/29/2005
09/07/2005
1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
2: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least
24 hours in advance.
3: The pavement in 42nd Av. S. is less than three years old and shall not be cut.
All utility work is permitted under this permit. No separate permits for utility installation.
4: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
off -site or into existing drainage facilities.
5: From October 1 through April 30, cover any slopes and stockpiles that are 31-1:1V or steeper and have a vertical rise of
10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed
areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this
period. Inspect and maintain this stabilization weekly and immediately before, during and following storms.
6: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All
disturbed areas of the site shall be permanently stabilized prior to final construction approval.
7: The site shall have permanent erosion control measures in place as soon as possible after final grading has been
completed and prior to the Final Inspection.
8: Excavated soils shall not be spread on the site outside of the work limits.
NO WORK shall occur outside of the work limits shown on the plans.
9: ** *BUILDING DEPARTMENT CONDITIONS * **
10: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
12: 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.
13: The special inspections and verifications for concrete construction shall be required.
14: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
and available to the building inspector for inspection purposes.
doc: Conditions D05 -102 Printed: 09 -07 -2005
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
15: All construction shall be done in conformance with the approved plans and the requirements of the International
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Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
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16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
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requirements for special inspection.
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17: All wood to remain in placed concrete shall be treated wood.
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18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
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inspector. No exception.
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19: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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20: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can bey.
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obtained at City Hall in the office of the City Clerk.
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21: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
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International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
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22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
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be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
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distance of 4- inches shall be maintained above the controls with the strapping.
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23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of
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Public Health - Seattle and King County (206/296- 4932).
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24: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
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of Labor and Industries (206/248- 6630).
25: 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.
26: ** *FIRE DEPARTMENT CONDITIONS * **
27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
28: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel
distance from the nearest hydrant exceeds 250 feet.
29: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting
or exceeding the listing for the sprinkler type.
30: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
31: All new sppinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
doc: Conditions
D05 -102
Printed: 09 -07 -2005
�. Ci ty of Tukwila
19ce
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau, No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
33: This review limited to speculative tenant space only - special Ore permits may be necessary depending on detailed
description of intended use.
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34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
35: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Conditions
D05 -102
Printed: 09 -07 -2005
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_ City of Tukwila
race
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws
regulating construction or the performance of work.
Signature:
Date 6' 6 S
Print Name: t�L. °21" /41
doc: Conditions D05 -102 Printed: 09 -07 -2005
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tLA w, , CITY OF TUKWIL4'
Community Development Department
g Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Building Permit No.
Mechanical Permit No. _� •
Public Works Permit No.
Project No.
For office use onl
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
King Co Assessor's Tax No.: �V6LW)660,� 71
Tics°
Site Address: � Suite Number: Floor:
Tenant Name: ���� L /2 CSl D�al � New Tenant: ❑ .... Yes ❑ ..No
Property Owners Name:
Mailing Address: NQ e uSrb n'1 hr-).ytic 5 T NIe-.7 /AOT 1 Aut3/1eA_) eVrf 4f. n;;L
City State Zip
C.ONTACT' PERSON
Name: �•C /V . Day Telephone:
Mailing Address: f lV 1�'r}1�it 494.4 C) ' ¢ 4 , / ,Y'7 1 - h fe- Sr- �'SS,�EtaCJsrt7� L ,17 76� 00 - 7
/
citf State Zip
E -Mail Address: %/liI r . -• Fax Number: ZS� / l ^-
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: iyw C'cl C T'O /yl 1 241
Mailing Address: 4!6 / 5 7 , - ME A- / -26> ¢ . �, 4_o 9, 0 - Z
City 1 State Zip
Contact Person: CJ CIS 13/;C S /n._) N Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD. - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address: 6 C 1 - AV F_ fQ E a"J—_ 10 0 , GJ00 Z I r L-1 /L CJ �� �l'b�a %Z.
city / State Zip
Contact Person: 3 �- `.� Day Telephone: 4' 48. -- 4 c�
E -Mail Address: �.h 7`c' t GJ e C� Fax Number: 4 2,5 4 , J? 7-- 65 ?S -'
ENGINEER OF RECORR.- All plans.must be wet.stamped by Engineer of Record
Company Name: P
Mailing Address:
�_ city State Zip
Contact Person: '�c-� rte' 7� / thC14 ' L1 Day Telephone: 4Z_S
E -Mail Address: r'n ,rJ7 v �r )cv' Fax Number:
i
j \permits plus \icc changes \permit application (7 -2004)
Page l
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BUILDING PERMIT INFO" - 206 - 431 -3670
Valu t' of Pra3 t � Krat s bi d price): $ 2� ro. �o L � Existing Building Valuation: $ Scope Wf (p detailed information):
oy =c..�
Will there be new rack storage? ❑ ..Yes '0.. No If "yes ", see Handout No. for requirements.
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 l8 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following: 12-,4"1-
Lot Area (sq ft): 50 Floor area of principal dwelling: Floor area for accessory dwelling: 0
*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? ❑ .... Yes ..No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
K . Sprinklers ❑..Automatic Fire Alarm []..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x I I paper indicating quantities and Material Safety Data Sheets.
\permits plus\icc changeslpertnit application (7.2004)
Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
1" Floor
2 Floor
-
3 rd Floor
.Floors ( thru 2
Basement
'
�'
Accessory. Structure*
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Attached Garage
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Detached Garage
Attached Carport
Detached Carport
f
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!
Covered Deck
4
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4
f
Uncovered Deck
►�
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures plus any decks over l8 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following: 12-,4"1-
Lot Area (sq ft): 50 Floor area of principal dwelling: Floor area for accessory dwelling: 0
*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? ❑ .... Yes ..No If "yes ", explain:
FIRE PROTECTIONMAZARDOUS MATERIALS:
K . Sprinklers ❑..Automatic Fire Alarm []..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes ❑ ..No
If "yes ", attach list of materials and storage locations on a separate 8 -I 12 x I I paper indicating quantities and Material Safety Data Sheets.
\permits plus\icc changeslpertnit application (7.2004)
Page 2
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PUBLIC WORKS PERMIT INF MATION - 206- 433 - 0179
Scope of Work (please provide detailed information): C4-2A. -9 Sri'- r 51'10�6.
Call before you Dig: 1- 800 -424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila P... Water District # 125 - ❑ .. Highline ❑ ...Renton
❑ ...Water Availability Provided
Sewer District
❑ ... Tukwila ValVue4 ❑ .. Renton ❑ ... Seattle
❑ ... Sewer Use Certificate]... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application mark boxes which apply):
, Plans (Maximum Paper Size — 22" x 34 " )
` Technical Information Report (Storm Drainage).. Geotechnical Report ❑...Traffic Impact Analysis
•. -Bond ❑ .. Insurance E3.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless
Proposed Activities (ma boxes that a
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way _
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
Sanitary Side Sewer
...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection _
Irrigation
Domestic Water
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ... Deduct Water Meter Size "
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
„
Permanent Water Meter Size... WO#
—
...Temporary Water Meter Size.. WO#
❑ .,.Water Only Meter Size............ WO# —
❑... Sewer Main Extension ............ Public Private
❑ ... Water Main Extension ............. Public Private
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing;
Name:
Mailing
Day Telephone:
city
State Zip
Day Telephone:
City
%permits pluslice changes%permit application (7 -2004)
Page 3
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MECHANICAL PERMIT INFORMATION — 206 -.431 -3670.
+MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State zip
Contact Person: Z22 Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
11 11 a+inn ^fD;i t 1%;A —N. @ III-
Use: Residential: New .... ❑ Replacement..... ❑
Commercial: New .... ❑ Replacement..... ❑
Fuel Type Electric ..... ❑ Gas .... ❑ Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler/Compressor:
Q
Furnace <100K BTU
Air Handling Unit >10,000
Fire Damper
0 -3 HP /100,000 BTU
CFM.
Furnace>100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wal]/Floor
Ventilation System
Wood /Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
t
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator — Comm/Ind
Other Mechanical
<10,000 CFM
Equipment
PERMIT APPLICATION NOTES — 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 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section, 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
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 OR AUTHORIZED AGENT:
Signature: UdA * ': IC66/1
Print Name: 1 �� ���_ �{�_
Mailing Address:
Date Application Accepted: Date Application Expires: Staff Initials:
City
State Zip
\pennits plus \ice changes\permit application (7.2004)
Date: ff�9 — d
Day Telephone: 1 LV
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..�Q City of Tukwila
face
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 7360600271 Permit Number: X05 -102
Address: 13605 42 AV S TUKW Status: APPROVED
Suite No: Applied Date: 03/29/2005
Applicant: KULBIR SINGH REHAL RESIDENCE Issue Date:
i
3
i
Receipt No.: R05- 01329 Payment Amount: 3,575.96
Initials:
BLH
Payment Date:
09/07/2005 03:13 PM
User ID:
ADMIN
Balance:
$0.00
Payee: DHIMAN CORPORATION
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TRANSACTION LIST:
Type Method Description Amount
Payment Check 1021 3,575.96
ACCOUNT ITEM LIST:
Description
i ------------------------------
BUILDING - RES
PLAN CHECK - RES
i PW LAND ALT PERMIT FEE
PW LAND ALT PLAN REVIEW
PW PERMIT/INSPECTION FEE
STATE BUILDING SURCHARGE
Account Code
000/322.100
000/345.830
000/342.400
000/345.830
000/342.400
000/386.904
Current Pmts
2,814.30
63.16
107.00
37.00
550.00
4.50
Total: 3,575.96
City of Tukwila
race
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.:
7360600271
Permit Number:
D05 -102
Address:
136011/2 42 AV S TUKW
Status:
PENDING
Suite No:
Applied Date:
03/29/2005
Applicant:
f
REHAL RESIDENCE
Issue Date:
i
i
3 ' Receipt No.:
ROS -00435
Payment Amount:
2,566.14
Initials:
SKS
Payment Date:
03/29/2005 03:54 PM
User ID:
1165
Balance:
$3,271.64
Payee: DHIMAN CORPORATION
1
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- ------------- ------------
Payment Check 1005 2,566.14
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ---------
PLAN CHECK - RES 000/345.830 1,766.14
PW BASE APPLICATION FEE 000/322.100 250.00
PW PLAN REVIEW 000/345.830 550.00
Total: 2,566.14
1
1539 03129 0, 7.16 TOTAL 2602
doe: Receipt Printed: 03 -29 -2005
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INSPECTION RECORD ���.
Retain a copy with permit }.
INSPECTICiN NO. PE O r , ,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i
Project:
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Type of Inspection: Irf
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Receipt No.: 77
`—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
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INSPECTION RECORD
Retain a copy with permit
INSPECTION N0. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
W/L
Approved per applicable codes. Corrections required prior to approval.
Pro'. ct: Type of Ins ection:
Address: S Date Call d:
Special Instructi ns: 1 Date Wanted: a.m.
p.m.
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COMMENTS:
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COMMENTS:
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Inspector: (- I Date: �/o
Receipt No.: Date:
❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
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INSPECTION RECORD J� -
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INSPECTION NO. PE ITN
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 1 -3670
Proj
Type of Inspection:
Addr ss:
Date jalled:
Sp cial Instructia s:
Date Wanted: rO a.m.
p.
Requester: ,
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Approved per applicable codes. Corrections required prior to approval.
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COMMENTS:
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Inspe� r: Date_*
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V $5 .00 REINSPECTION FEE EQUIRED. PH to inspection, fee must be
p id at 6300 Southcenter Blvd., Suite 10QCali to sechedule reinspection.
ViNpt No.: Date:
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PERMANENT FILE COPY
REHAL RESIDENTIAL DRAINAGE REPORT
KULBIR SINGH REHAL RESIDENCE
1360542 ND AVE. SOUTH
TUKWILA, WA 98188
MAY 18, 2005 Flue copy
REVIEWED FOR
CODE COMPLIANCE
AP PR OVED
MAY 2 7 2005 R ECEIVED
j .. fi�a Wild M AY 2 4 2005
BUILDING Di I ON TUKWILA
_-- - _ - ..._....._...... _ PUBLIC WORKS
G .
RECEIVED
J / CITY OF TUKWILA
1 10 - v CORRECTION MAY 2 4 2005
y
LTR# L_, PERMIT CENTER
PREPARED BY:
ROBERT N. PARNELL, PE
RN PARNELL COMPANY
4422 187 PLACE SE
ISSAQUAH, WA 98027
(425) 643 -3560
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SMALL SITE RESIDENTIAL DRAINAGE PLAN
KULBIR SINGH RENAL
13605 42 AVE. SOUTH
TUKWILA, WA 98188
May 18, 2005
f Drainage Assessment Residential Permit #D05 -102
KULBIR SINGH REHAL, Applicant/Owner
NW Custom Homes
802 45 Street NE Apt. 1 -204
Auburn, WA 98002
Phone: (206) 235 -2168
RECEWEID
CITY OR TUKWIL+t
MAY 2 4 2005
PERMIT CENTER
This proposed single family residence is located at 13605 42 Ave. South,
Tukwila, WA, within Sec. 15, T23N, R4E, WM. The undeveloped partly cleared lot
is Zoned LDR (Low Density Residential) and is 0.49 acres in area. This lot is ir-
regular in shape. Tax lot number is 73600600271
Access to the site is from paved road, 42 "d Ave. South and onto a private gravel
easement road. The gravel surfaced easement road serves an existing home
plus this parcel. When the utilities for a short plat are installed the owner of
13601 42 " Ave. S would pave the private driveway. Water to the site is by Water
District 125 which has a main within 42" Ave. South that will serve the lots with
service lines from 42 Ave. South. Val -Vue Sewer District would serve the new
home from a sanitary side sewer connected to a main located within 42 Ave.
South stub out side sewer and by this property owner upsizing an existing 4"
sanitary side sewer to a 6" sanitary side sewer that would serve the lots from the
existing side sewer stub out
Sensitive areas of wetlands were not found on site or within 150 feet of the
parcel. A seasonal stream is located to the north of the parcel some 50 to 75
feet to the north of the north boundary line. Steep slopes of 20% or greater are
located on the west, south, and north side of the parcel.
Topography of the site slopes generally south to north on site and westerly along
the westerly boundary and off site. It appears that a residence once existed on
the parcel as indicated by a concrete foundation and by a brick retaining wall
near the middle of the parcel. The site has had some previous grading.
New impervious area includes the new private driveway 20 feet wide by 65 feet
long (1300 square feet) that would extend southerly from the existing easement
access road that will be paved by the adjacent home owner that is to pave the
driveway according to that property building permit conditions. This parcel would
have a single family residence with a foot print of about 2550 square feet plus
parking apron 60 x 25 (1500 square feet), patio 25 x 10 (250 square feet) for an
impervious area of 5600 square feet.
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AEOME'D
OrrY OF TUKMLA
MAY 2 4 2005
The impervious area calculation tabulation sheet is attached. Tota E109WCENTER
impervious area is 5600 square feet which is less than 10,000 square feet, is
within parameters of the King County Small Site Drainage Review, Appendix "C ".
Stormwater flows from the new house, parking apron, and driveway will be
tightlined, as recommended by the Geotechnical Report, to discharge into the
stormwater system that is located along 42 Ave. S. Some site surface flow would
be naturally dispersed through site vegetation prior to leaving the site as provided
in BMP's for the small site manual. Stormwater from the home's residence roof
downspouts will be directed away from the home foundation, collected and
tightlined to the stormwater system within 42 Ave. S. No formal public
conveyance or ret -det facilities is planned for this parcel. No public drainage
facilities are available on this lot. A public roadside drainage ditch exists along
the west side of 42nd Ave.S that flows northerly then discharges into a stream
that flows easterly under 42 Ave. S in a vegetated seasonal stream that
continues easterly in an urban environment and discharges into the Duwamish
River about % mile to the east.
Erosion control and erosion prevention includes following Best Management
Practices (BMP) as shown on the Erosion Sediment Control Plan (ESCP) and
further described in the Geo Group Northwest, Inc.Geotechnical Evaluation
Report, dated 12- 23 -04.
• Clearing limits for the new driveway and future new residence will be
marked by flagging or sediment fences.
• Filter fabric fence to be installed downhill of proposed construction area to
prevent sediment laden water from flowing off -site.
• Construction of the new driveway will begin immediately and be graveled.
• A rocked construction entrance will be installed at the entrance of the new
driveway.
• Ensure that drainage from the driveway is by. sheet flow and onto
vegetation.
• Stock piled earthen material shall be protected with visquen.
• Stormwater will not be allowed to be collected and discharged as
point discharge onto or over any steep slopes.
• Mulch will be placed over cleared areas of the site when they are not
being worked. Mulch will consist of air -dried straw and may include any
chipped site vegetation.
• Ensure that roof downspouts and site grading provide for drainage
discharge away for the home foundation and ensure that any drainage
towards sensitive areas does not carry sediment laden flow.
• Permanent landscaping will include vegetation cover over remaining
exposed soil surfaces.
• Remove the construction entrance and any remaining temporary erosion
control features.
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RECEIM
CITY OF TUKWILA
VICINITY MAP
SOURCE: THOMAS BROS. MAP
MM 2 4 2005
PERMIT CENTER
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Filed for Record at Request of
Name ..............Kulbir Singh Rehal
Address........., 6229 „S. 238th Street #L202
Citv and State.. ant....WA 98032
2004111
CHICAGO TITLE To
11 %1 7%200 4 14 :48
KING COUNTY, UA
20,00
20041117002009.001
E2084280
KING
COUNTY,
TAX 6s 1;352.80
SALE 676,000,00 PAGE00t OF 001
TRUSTE V5 The Grantor ROBERT STEINBERG the cTrustee b `fo th anru tc Estate 8f A-Q 12.17
p Y
Kenneth Sall currently pending in the United States Bankruptcy Court for the Western District of
Washington at Seattle under case no, 03- 12917, for and In consideration of Seventy Six Thousand
Dollars ($76,000) in hand paid, conveys to KOONJKXX)(KW M* the following described real estate,
situated *Kulbir Singh Rehal and Davinder Kaur Rehal, Husband
In the County of KIN P, State of Washington: and Wif
?MU FL .# 73cao�o --02� t -ol I 2
ALL THAT PORTION OF LOT 1, BLOCK 5, ROBBINS VIEW TRACT ADDITION TO
RIVERTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF
PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, LYING NORTH OF A LINE
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST LINE OF SAID LOT WHICH BEARS NORTH
00° 07' 36” EAST, 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT;
THENCE NORTH 78 39' 09' WEST, 45.86 FEET TO A POINT ON THE WEST LINE OF
SAID LOT WHICH BEARS NORTH 00° OT 36" EAST, 162.08 FEET FROM THE
SOUTHWEST CORNER OF SOUTH LINE, SAID POINT BEING DESIGNATED HEREIN
AS POINT "B';
TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH 310.00 FEET OF THE
WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDITION;
TOGETHER WITH THAT PORTION OF THE EAST 80.00 FEET OF SAID TRACT A
LYING NORTH OF A LINE DESCRIBED AS FOLLOWS:
BEGINNING AT THE ABOVE MENTIONED POINT "B" ON THE EAST LINE OF SAID
TRACT,
THENCE NORTH 78 39' 09" WEST, 12.19 FEET;
THENCE SOUTH 48 40'49" WEST, 93.72 FEET TO THE SOUTHEAST CORNER OF
THAT PORTION OF SAID TRACT DESCRIBED ABOVE.
This deed is made without any warranty of any kind whatsoever.
DATED this U- + day of
RECEM
CITY OF TUKWILA
MAY 2 4 2005
PERMIT CENTER
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20041117002009.002 E
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STATE OF WASHINGTON
ss.
COUNTY OF KING )
On this day personally appeared before me Robert Steinberg, to me known to be the
individual who executed the within foregoing instrument, and acknowledged that he signed the same
as his free and voluntary act and deed, for the uses and purposes therein mentionJd
GIVEN under my hand and official seal this_ 1 0-y� Novembpf,,A0 .1
Truste esdeed473616th. hilton
r aL UI1LTC'In and for tate
_ _, residing at
My commission expires __ o
GERALD HORN
3TA7E Of WAS HINGTON PU BLIC
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MY CO M3 51011 3 51011 IEVtKS 5 -0 -05
RECEIVED
orrY OF TUKWILA
MAY 2 4 2005
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MAY 2 4 2005
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
BEAM CALCULATIONS
FOR
PLAN M3434A3S -1.
TO BE BUILT IN
TUKWILA, WA
FOR
KULBIR SINGH REIiAL
APPROWn
MAY 2 7 2.005
4 O J � L A f T 1*1 10a
BUI LDING mkt ION
03/ 0 5
NOTE: This stamp applies to the members and
assemblies described in these calculations only.
And is only valid if it has a wet stamp.
Architects Northwest Job No. 050258
PME COPY
REVIEWED FOR
CODE COMPLIANCE
5046 REGISTERED
ARCHITECTS NORTHWEST, Inc.
18915 142" Avenue NE Suite 100
Woodinville, WA 98072
(425) 485 -4900 FAX (425) 487 -6585
www.ArchitcctsNW.com
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LOADING
Roof
1.5 PSF Dead Load + 25 PSF Live Load = 40 PSF
Floor
10 PSF Dead Load + 40 PSF Live Load = 50 PSF
Ceiling
5 PSF Dead Load + 10 PSF Live Load = 15 PSF
Deck
5 PSF Dead Load + 60 PSF Live Load = 65 PSF
Interior wall = 07 PSF
Exterior wall = 10 PSF
RECEIVED
CITY OF TUKWIL.A
DEFLECTION
Roof =
1/240 Live Load, 1/1.80 Total Load
MAR 2 y 2005
Floor =
1/360 Live Load, 1/240 Total Load
PERMIT CENTER
03/ 0 5
NOTE: This stamp applies to the members and
assemblies described in these calculations only.
And is only valid if it has a wet stamp.
Architects Northwest Job No. 050258
PME COPY
REVIEWED FOR
CODE COMPLIANCE
5046 REGISTERED
ARCHITECTS NORTHWEST, Inc.
18915 142" Avenue NE Suite 100
Woodinville, WA 98072
(425) 485 -4900 FAX (425) 487 -6585
www.ArchitcctsNW.com
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:52 AM
Project: M3434A3S -0 - Location: 01 HEADER @ BEDRM 4 WINDOW
Summary:
5.5 IN x 9.5 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 6.3% Controlling Factor: Section Modulus / Depth Required 9.21 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.02
IN
Live Load:
LLD- Center=
0.03
IN = U2054
Total Load:
TLD- Center-
0.05
IN = U1272
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
1810
LB
Dead Load:
DL- Rxn -A=
1121
LB
Total Load:
TL- Rxn -A=
2931
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.85
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
1800
LB
Dead Load:
DL- Rxn -B=
1114
LB
:{ Total Load:.
TL- Rxn -B=
2914
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.85
IN
Beam Data:
Center Span Length:
L2=
5.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
5.33
FT
i Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
j Total Load Deflect. Criteria:
U
360
I Center Span Loading:
Uniform Load: .
i Live Load:
wL -2=
0
PLF
} Dead Load:
wD -2=
0
PLF
Beam Self Weight:
BSW=
13
PLF
Total Load:
wT -2=
13
PLF
i Point Load 1
I Live Load:
PL1 -2=
1700
LB
Dead Load:
PD1 -2=
1020
LB
f Location (From left end of span):
X1 -2=
2.25
FT
Trapezoidal Load 1
' Left Live Load:
TRL- Left -1 -2=
111
PLF
{ Left Dead Load:
TRD- Left -1 -2=
67
PLF
Right Live Load:
TRL- Right -1 -2=
423
PLF
Right Dead Load:
TRD- Right -1 -2=
255
PLF
Load Start:
A -1 -2=
0.0
FT
Load End:
B -1 -2=
2.25
FT
Load Length:
C -1 -2=
2.25
FT
Trapezoidal Load 2
j Left Live Load:
TRL- Left -2 -2=
425
PLF
Left Dead Load:
TRD- Left -2 -2=
255
PLF
Right Live Load:
TRL - Riqht -2 -2=
425
PLF
Right Dead Load:
TRD- Right -2 -2=
255
PLF
Load Start:
A -2 -2=
2.25
FT
Load End:
B -2 -2=
5.33
FT
Load Length:
C -2 -2=
3.08
FT
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
874
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
5668
FT -LB
2.239 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads
on span(s) 2
Controlling Shear:
V=
2727
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
77.79
IN3
S=
82.73
IN3
Area (Shear):
Areq=
24.06
IN2
A=
52.25
IN2
Moment of Inertia (Deflection):
Ireq=
111.22
IN4
1=
392.96
IN4
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:56:53 AM
Proiect: M3434A3S -0 - Location: 02 HEADER @ LOFT WINDOW
Summary:
5.5 IN x 9.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 73.7% Controlling Factor: Section Modulus / Depth Required 7.21 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.02
IN
Live Load:
LLD - Center=
0.03
IN = U2528
Total Load:
TLD- Center=
0.05
IN = U1551
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
1345
LB
Dead Load:
DL- Rxn -A=
847
LB
Total Load:
TL- Rxn -A=
2192
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.64
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
1345
LB
Dead Load:
DL- Rxn -B=
847
LB
.Total Load:
TL- Rxn -B=
2192
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.64
IN
Beam Data:
Center Span Length:
L2=
6.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
6.33
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
425
PLF
Dead Load:
wD -2=
255
PLF
Beam Self Weight:
BSW=
13
PLF
Total Load:
wT -2=
693
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
874
PSI
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
3469
FT -LB
3.165 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
1666
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
47.62
IN3
S=
82.73
IN3
Area (Shear):
Areq=
14.70
IN2
A=
52.25
IN2
Moment of Inertia (Deflection):
Ireq=
91.21
IN4
1=
392.96
IN4
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Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:54 AM
Project: M3434A3S -0 - Location: 03 HEADER @ BEDRM 2 BAY
Summary:
5.5 IN x 7.5 IN x 8.42 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 57.3% Controlling Factor: Section Modulus / Depth Required 5.98 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.04
IN
Live Load:
LLD- Center=
0.06
IN = U1628
Total Load:
TLD- Center—
0.10
IN = U972
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
581
LB
Dead Load:
DL- Rxn -A=
392
LB
Total Load:
TL- Rxn -A=
973
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.28
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
581
LB
Dead Load:
DL- Rxn -B=
392
LB
Total Load:
TL- Rxn -B=
973
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.28
IN
Beam Data:
Center Span Length:
L2=
8.42
FT
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
8.42
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
138
PLF
Dead Load:
wD -2=
83
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
231
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
750
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E= 1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
750
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
4.21 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 2047 FT -LB
V= 836 LB
32.78 IN3
51.56 IN3
7.38 IN2
41.25 IN2
71.60 IN4
193.36 IN4
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Multi- Loaded Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:54 AM
Project: M3434A3S -0 - Location: 04 HEADER @ LIVING WINDOW
Summary:
5.5 IN x 9.5 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 18.5% Controlling Factor: Section Modulus / Depth Required 8.73 In
Center Span Deflections:
Dead Load:
DLD- Center=
Live Load:
LLD - Center=
Total Load:
TLD- Center=
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
Center Span Length:
L2=
Center Span Unbraced Lenqth -Top of Beam:
Lug -Top=
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
Dead Load:
wD -2=
Beam Self Weight:
BSW=
Total Load:
wT -2=
Point Load 1
Live Load:
PL1 -2=
Dead Load:
PD1 -2=
Location (From left end of span):
X1 -2=
Trapezoidal Load 1
Left Live Load:
TRL- Left -1 -2=
Left Dead Load:
TRD- Left -1 -2=
Right Live Load:
TRL- Right -1 -2=
Right Dead Load:
TRD- Right -1 -2=
Load Start:
A -1 -2=
Load End:
B -1 -2=
Load Length:
C -1 -2=
Trapezoidal Load 2
Left Live Load:
TRL- Left -2 -2=
Left Dead Load:
TRD- Left -2 -2=
Right Live Load:
TRL- Riqht -2 -2=
Right Dead Load:
TRD- Right -2 -2=
Load Start:
A -2 -2=
Load End:
B -2 -2=
Load Length:
C -2 -2=
Properties For: #2- Douglas Fir -Larch
0.02 IN
0.03 IN = U2322
0.04 IN = U1437
2120 LB
1306 LB
3426 LB
1.00 IN
1256 LB
788 LB
2043 LB
0.59 IN
5.33 FT
1.33 FT
5.33 FT
1.00
360
360
0 PLF
0 PLF
13 PLF
13 PLF
1700 LB
1020 LB
1.83 FT
425
255
425
255
0.0
1.83
1.83
PLF
PLF
PLF
PLF
FT
FT
FT
425
255
88
53
1.83
5.33
3.5
PLF
PLF
PLF
PLF
FT
FT
FT
PSI
PSI
PSI
PSI
Bending Stress: Fb= 875
Shear Stress: Fv= 170
Modulus of Elasticity: E= 1300000
Stress Perpendicular to Grain: Fc_perp= 625
Adjusted Properties
Fb' (Tension): Fb'=
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.00
Fv': Fv'=
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
1.866 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M=
V=
874 PSI
170 PSI
5088 FT -LB
2909 LB
69.84 IN3
82.73 IN3
25.67 IN2
52.25 IN2
98.48 IN4
392.96 IN4
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:56:55 AM
Project: M3434A3S -0 - Location: 05 BEAM @ PORCH (RIGHT)
Summary:
3.5 IN x 11.25 IN x 13.83 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 27.2% Controlling Factor: Section Modulus / Depth Required 9.97 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.12
IN
Live Load:
LLD - Center=
0.12
IN = U1340
Total Load:
TLD- Center=
0.25
IN = U671
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
691
LB
Dead Load:
DL- Rxn -A=
689
LB
Total Load:
TL- Rxn -A=
1380
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.63
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
691
LB
Dead Load:
DL- Rxn -B=
689
LB
Total Load:
TL- Rxn -B=
1380
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.63
IN
Beam Data:
Center Span Length:
L2=
13.83
FT
Center Span Unbraced Length -Top of Beam:
Lug -Top=
2.0
FT
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
13.83
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
100
PLF
Dead Load:
wD -2=
90
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
200
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E= 1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
987
PSI
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.10
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
6.915 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 4771 FT -LB
V= 1214 LB
58.03 IN3
73.83 IN3
10.12 IN2
39.38 IN2
222.68 IN4
415.28 IN4
Z
H Z
�Q 2
JU
0
CO O
W =
J �
N W
WO
E
U.
N d
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Z F-
H O
ZH
W
5
CO
U�
0 F-
W
t--
u- O:
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U =.
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Multi- Loaded Beamf 2003 International Residential Code (01 NDS) 1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:56 AM
Project: M3434A3S -0 - Location: 06 BEAM @ PORCH ENTRY
Summary:
3.5 IN x 9.25 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 334.8% Controlling Factor: Section Modulus / Depth Required 4.44 In
Center Span Deflections:
Dead Load:
DLD- Center—
0.01
IN
Live Load:
LLD - Center=
0.01
IN = U6609
Total Load:
TLD- Center=
0.02
IN = U3985
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
414
LB
Dead Load:
DL- Rxn -A=
273
LB
Total Load:
TL- Rxn -A=
687
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.31
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
414
LB
Dead Load:
DL- Rxn -B=
273
LB
Total Load:
TL- Rxn -B=
687
LB.
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.31
IN
Beam Data:
Center Span Length:
L2=
6.0
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
2.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
6.0
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
138
PLF
Dead Load:
wD -2=
83
PLF
Beam Self Weight:
BSW=
8
PLF
Total Load:
wT -2=
229
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1077
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
1030
FT -LB
3.0 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on
span(s) 2
Controlling Shear:
V=
522
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
11.48
IN3
S=
49.91
IN3
Area (Shear):
Areq=
4.35
IN2
A=
32.38
IN2
.Moment of Inertia (Deflection):
Ireq=
20.85
IN4
1=
230.84
IN4
$r
Z
Z
W
2
D
UQ
C0 LU
J =
CO u_ .
WO
L L
co �.
=
W
Z H
F— O
Z F_
W
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U�
O�
D H
W LU
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u. O.
W Z
CO
O
Z
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) 1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 :10:56:57 AM
Project: M3434A3S -0 - Location: 07 BEAM @ HIGH FOYER WINDOW
Summary:
5.5 IN x 9.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 80.0% Controlling Factor: Section Modulus / Depth Required 7.08 In
Center Spari Deflections:
Dead Load: DLD- Center=
0.02
IN
Live Load: LLD - Center=
0.03
IN = U2769
Q
Total Load: TLD- Center=
Center Span Left End Reactions A):
0.05
IN = U1607
_
j
(Support
W
Live Load: LL- Rxn -A=
1228
LB
UJ
Dead Load: DL- Rxn -A=
888
LB
D
Total Load: TL- Rxn -A=
2116
LB
Bearing Length Required (Beam only, support capacity not checked): BL -A=
0.62
IN
00
Center Span Right End Reactions (Support B):
(D p
Live Load: LL- Rxn -B=
1228
LB
W W
Dead Load: DL- Rxn -B=
888
LB
H
Total Load: TL- Rxn -B=
2116
LB
N u_
Bearing Length Required (Beam only, support capacity not checked): BL -B=
0.62
IN
O
Beam Data:
W
{
Center Span Length: L2=
6.33
FT
Center Span Unbraced Lenqth -Top of Beam: Lug -Top=
1.33
FT
5
x Center
Span Unbraced Length -Bottom of Beam: Lu2- Bottom=
6.33
FT
L- Q
Live Load Duration Factor: Cd=
1.00
N
Live Load Deflect. Criteria: U
360
=
Total Load Deflect. Criteria: U
360
_
I
Center Span Loading:
Z
Uniform Load:
Live Load: wL -2=
388
PLF
Z 0.
Dead Load: wD -2=
268
PLF
W UJ
Beam Self Weight: BSW=
13
PLF
fy
Total Load: wT -2=
669
PLF
f
co
Properties For: #2- Douglas Fir -Larch
p
Bending Stress: Fb=
875
PSI
O E-
Shear Stress: Fv=
Modulus Elasticity:
170
PSI
W —
of E=
1300000
PSI
Stress Perpendicular to Grain: Fc_perp=
625
PSI
u_
Adjusted Properties
_ O. .
Fb' (Tension): Fb'=
874
PSI
Z
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.00
til
j
Fv': Fv'=
170
PSI
U =
Adiustment Factors: Cd =1.00
F_ H.
Design Requirements:
Z
Controlling Moment: M=
3349
FT -LB
3.165 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear: V=
1608
LB
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
j
Section Modulus (Moment): Sreq=
45.97
IN3
S=
82.73
IN3
Area (Shear): Areq=
14.19
IN2
A=
52,25
IN2
Moment of Inertia (Deflection): Ireq=
88.05
IN4
1=
392.96
IN4
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:58 AM
Project: M3434A3S -0 - Location: 08 BEAM @ PORCH ENTRY
0.01
Summary:
0.02
3.5 IN x 9.25 IN x 6.0 FT /#2 - Douglas Fir -Larch -Dry Use
414
Section Adequate By: 334.8% Controlling Factor: Section Modulus / Depth Required 4.44 In
Center Span Deflections:
LB
Dead Load:
DLD- Center=
Live Load:
LLD - Center=
Total Load:
TLD- Center=
Center Span Left End Reactions (Support A):
LB
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
Center Span Length:
L2=
Center Span Unbraced Length -Top of Beam:
Lug -Top=
Center Span Unbraced Length - Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
Dead Load:
wD -2=
Beam Self Weight:
BSW=
Total Load:
wT -2=
Properties For: #2- Douglas Fir -Larch
M=
Bending Stress: Fb= 900
Shear Stress: Fv= 180
Modulus of Elasticity: E= 1600000
Stress Perpendicular to Grain: Fc perp= 625
Adjusted Properties
Fb' (Tension): Fb'=
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20
Fv': Fv'=
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
3.0 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
V=
0.01
IN
0.01
IN = U6609
0.02
IN = U3985
414
LB
273
LB
687
LB
0.31
IN
414
LB
273
LB
687
LB
0.31
IN
6.0 FT
2.0 FT
6.0 FT
1.00
360
360
138 PLF
83 PLF
8 PLF
229 PLF
PSI
PSI
PSI
PSI
1077 PSI
180 PSI
1030 FT -LB
522 LB
Sreq=
11.48
IN3
S=
49.91
IN3
Areq=
4.35
IN2
A=
32.38
IN2
Ireq=
20.85
IN4
1=
230.84
IN4
Z
Z
W
J U.
UO
(/)o
CO W
J
NU_
W
J
LL
cl' a
= W
H
H O
Z i_:
U 0
C0
0 E.-:
W W
L
H
—0
uj Z
CO
O
Z
Multi- Loaded Beam( 2003 International Building Code (01 NDS) j Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:56:59 AM
Project: M3434A3S -0 - Location: 09 BEAM @ PORCH (LEFT)
Summary:
3.5 IN x 11,25 IN x 5.75 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 766.2% Controlling Factor: Section Modulus / Depth
Required 3.82 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.00
IN
Live Load:
LLD - Center=
0.00
IN = U18644
Total Load:
TLD- Center=
0.01
IN = U10995
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
287
LB
Dead Load:
DL- Rxn -A=
200
LB
Total Load:
TL- Rxn -A=
488
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.22
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
287
LB
Dead Load:
DL- Rxn -B=
200
LB
Total Load:
TL- Rxn -B=
488
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.22
IN
Beam Data:
Center Span Length:
L2=
5.75
FT
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
2.0
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
5.75
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
100
PLF
Dead Load:
wD -2=
60
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
170
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E= 1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
987
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.10
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
701
FT -LB
2.875 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
332
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
8.52
IN3
S=
73.83
IN3
Area (Shear):
Areq=
2.76
IN2
A=
39.38
IN2
Moment of Inertia (Deflection):
Ireq=
13.60
IN4
1=
415.28
IN4
r�
Z
�_- Z
�W
UO
Na
C0
NLL
W O}}:
J
LL
CO D
Cy
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Z�
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W F_
W
U�
O CO
WW
O
LLI Z
U CO:
O
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 :10:57:00 AM
Project: M3434A3S -0 - Location: 10 HEADER @ M BEDRM WINDOW (RIGHT)
Summary:
5.5 IN x 11.5 IN x 7.83 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 33.0% Controlling Factor: Section Modulus / Depth
Required 9.97 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.03
IN
Live Load:
LLD - Center=
0.05
IN = U1980
Total Load:
TLD- Center=
0.08
IN = U1214
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
1805
LB
Dead Load:
DL- Rxn -A=
1143
LB
Total Load:
TL- Rxn -A=
2948
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.86
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
1599
LB
Dead Load:
DL- Rxn -B=
1020
LB
Total Load:
TL- Rxn -B=
2619
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.76
IN
Beam Data:
Center Span Length:
L2=
7.83
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
7.83
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
0
PLF
Dead Load:
wD -2=
0
PLF
Beam Self Weight:
BSW=
15
PLF
Total Load:
wT -2=
15
PLF
Point Load 1
Live Load:
PL1 -2=
1250
LB
Dead Load:
PD1 -2=
750
LB
Location (From left end of span):
X1 -2=
2.54
FT
Trapezoidal Load 1
Left Live Load:
TRL- Left -1 -2=
79
PLF
Left Dead Load:
TRD- Left -1 -2=
47
PLF
Right Live Load:
TRL - Right -1 -2=
313
PLF
Right Dead Load:
TRD- Right -1 -2=
188
PLF
Load Start:
A -1 -2=
0.0
FT
Load End:
B -1 -2=
2.54
FT
Load Length:
C -1 -2=
2.54
FT
Trapezoidal Load 2
Left Live Load:
TRL- Left -2 -2=
313
PLF
Left Dead Load:
TRD- Left -2 -2=
188
PLF
Right Live Load:
TRL- Riqht -2 -2=
313
PLF
Right Dead Load:
TRD- Right -2 -2=
188
PLF
Load Start:
A -2 -2=
2.54
FT
Load End:
B -2 -2=
7.83
FT
Load Length:
C -2 -2=
5.29
FT
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E= 1300000
PSI
Stress Perpendicular to Grain:
Fc perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
874
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
2.741 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 6641 FT -LB
V= 2750 LB
91.16 IN3
121.23 IN3
24.27 IN2
63.25 IN2
206.63 IN4
697.07 IN4
I
Z
Z
JU
UO
O
W =
t-
Co u_.
W O.
9 _
LL
N
= W
H
Z_ 3:
F-- O
Z F-
5
U�
O�
0 F_
H
LL
W Z.
U=
O F-
Z
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Z
'~ W
UO
W =
U) u_.
W O
J
LL Q
= W
H =.
!- O
W LLI
Dp
U
O �.
3 H
WW
F_ U
u O
W Z
U=
O
Z
Multi- Loaded Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:57:01 AM
i
Project: M3434A3S -0 - Location: 11 HDR M BEDRM WIND (FRONT -MID)
Summary:
5.5 IN x 7.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use
i
Section Adequate By: 178.4% Controlling Factor: Section Modulus / Depth
Required 4.5 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.01
IN
{
Live Load:
LLD - Center=
..0.02
IN = U3831
Total Load:
TLD- Center-
'0.03
IN = U2288
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
437
LB
Dead Load:
DL- Rxn -A=
294
LB
Total Load:
TL- Rxn -A=
731
LB
I
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.21
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
437
LB
Dead Load:
DL- Rxn -B=
294
LB
j
Total Load:
TL- Rxn -B=
731
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.21
IN
Beam Data:
Center Span Length:
L2=
6.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
6.33
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect, Criteria:
U
360
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
138
PLF
Dead Load:
wD -2=
83
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
231
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
750
PSI
'
'Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
750
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
j
Controlling Moment:
M=
1157
FT -LB
3.165 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
600
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
18.52
IN3
S=
51.56
IN3
Area (Shear):
Areq=
5.29
IN2
A=
41.25
IN2
Moment of Inertia (Deflection):
Ireq=
30.42
IN4
1=
193.36
IN4
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Z
'~ W
UO
W =
U) u_.
W O
J
LL Q
= W
H =.
!- O
W LLI
Dp
U
O �.
3 H
WW
F_ U
u O
W Z
U=
O
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:57:02 AM
Project: M3434A3S -0 - Location: 12 HDR @ M BEDRM WIND (FRONT -SIDE
750
Summary:
Shear Stress:
5.5 IN x 7.5 IN x 4.33 FT / #2 - Douglas Fir -Larch - Dry Use
170
Section Adequate By: 702.1% Controlling Factor: Section Modulus / Depth
Required 2.65 In
Center Span Deflections:
1300000
Dead Load:
DLD- Center=
Live Load:
LLD - Center=
Total Load:
TLD- Center=
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
Fv':
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
Center Span Length:
L2=
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
L/
Total Load Deflect. Criteria:
L/
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
Dead Load:
wD -2=
Beam Self Weight:
BSW=
Total Load:
wT -2=
Trapezoidal Load 1
Left Live Load:
TRL- Left -1 -2=
Left Dead Load:
TRD- Left -1 -2=
Right Live Load:
TRL - Riqht -1 -2=
Right Dead Load:
TRD- Right -1 -2=
Load Start:
A -1 -2=
Load End:
B -1 -2=
Load Length:
C -1 -2=
Properties For: #2- Douglas Fir -Larch
0.00 IN
0.00 IN = L/16434
0.01 IN = U9657
237 LB
165 LB
402 LB
0.12 IN
198 LB
141 LB
339 LB
0.10 IN
4.33 FT
1.33 FT
4.33 FT
1.00
360
360
0 PLF
0 PLF
10 PLF
10 PLF
128 PLF
77 PLF
73 PLF
44 PLF
0.0 FT
4.33 FT
4.33 FT
Bending Stress:
Fb=
750
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
750
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
2.078 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 402 FT -LB
V= 275 LB
6.43 IN3
51.56 IN3
2.43 IN2
41.25 IN2
7.21 IN4
193.36 IN4
Z
iH W
tY 2
D
U ,
0
N
J =
t—
ro LL
W O
LL Q
ND
Z d.
f-- W
Z
H
t— O
Z t-
W
5.
U 0
O o.
0 I_
3:
u. O .
W Z
L) C0
p x
Z
Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:57:02 AM
Project: M3434A3S -0 - Location: 13 HEADER @ M BATH WINDOW
875
Summary:
Shear Stress:
5.5 IN x 9.5 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use
170
Section Adequate By: 41.4% Controlling Factor: Section Modulus / Depth Required 7.99 In
1 Center Span Deflections:
E=
i Dead Load:
DLD- Center=
Live Load:
LLD - Center=
Total Load:
TLD- Center=
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
I Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
# Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
' Center Span Length:
L2=
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
Center Span Unbraced Length -Bottom of Beam:
Lu2 - Bottom=
f Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
I Dead Load:
wD -2=
Beam Self Weight:
BSW=
! Total Load:
wT -2=
Point Load 1
j Live Load:
PL1 -2=
Dead Load:
PD1 -2=
Location (From left end of span):
X1 -2=
Trapezoidal Load 1
I Left Live Load:
TRL- Left -1 -2=
j Left Dead Load:
TRD- Left -1 -2=
Right Live Load:
TRL- Right -1 -2=
Right Dead Load:
TRD- Right -1 -2=
Load Start:
A -1 -2=
Load End:
B -1 -2=
Load Length:
C -1 -2=
Trapezoidal Load 2
Left Live Load:
TRL- Left -2 -2=
Left Dead Load:
TRD- Left -2 -2=
Right Live Load:
TRL - Right -2 -2=
Right Dead Load:
TRD- Right -2 -2=
Load Start:
A -2 -2=
Load End:
B -2 -2=
Load Length:
C -2 -2=
Properties For: #2- Douglas Fir -Larch
0.01 IN
0.02 IN = U3004
0.03 IN = U1853
1855 LB
1147 LB
3002 LB
0.87 IN
850 LB
544 LB
1394 LB
0.41 IN
5.33 FT
1.33 FT
5.33 FT
1.00
360
360
0 PLF
0 PLF
13 PLF
13 PLF
1963 LB
1178 LB
1.67 FT
313 PLF
188 PLF
313 PLF
188 PLF
0.0 FT
1.67 FT
1.67 FT
38 PLF
23 PLF
82 PLF
49 PLF
1.67 FT
5.33 FT
3.66 FT
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
874
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
1.706 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 4262 FT -LB
V= 2619 LB
58.49 IN3
82.73 IN3
23.11 IN2
52.25 IN2
76.35 IN4
392.96 IN4
Z
Z
� W
UO
WF-
T) LL
W O.
2 �.
LQ
cl)
W,
Z f.
F- O
W ~
W
�p
U
O N
D F-
WW
S
Z
LLI
v C0
O F-
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:57:03 AM
Project: M3434A3S -0 - Location: 14 BEAM @ HALUKITCHEN
900
Summary:
Shear Stress:
3.5 IN x 9.25 IN x 4.33 FT / #2 - Douglas Fir -Larch - Dry Use
180
Section Adequate By: 267.3% Controlling Factor: Section Modulus / Depth
Required 4.83 In
Center Span Deflections:
1600000
Dead Load:
DLD- Center=
Live Load:
LLD- Center—
Total Load:
TLD- Center=
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
Fv':
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
Center Span Length:
L2=
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
Dead Load:
wD -2=
Beam Self Weight:
BSW=
Total Load:
wT -2=
Properties For: #2- Douglas Fir -Larch
0.00 IN
0.01 IN = U5919
0.01 IN = U4659
888 LB
240 LB
1128 LB
0.52 IN
888 LB
240 LB
1128 LB
0.52 IN
4.33 FT
1.33 FT
4.33 FT
1.00
480
360
410 PLF
103 PLF
8 PLF
521 PLF
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1078
PSI
Adjustment Factors: Cd =1'.00 CI =1.00 Cf =1.20
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
2.165 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
Area (Shear):
Moment of Inertia (Deflection):
M= 1221 FT -LB
V= 744 LB
13.59 IN3
49.91 IN3
6.20 IN2
32.38 IN2
18.72 IN4
230.84 IN4
Z
Z
Qw w
JU
UO,
Cl) 0:
CO W
W =
F-
LL
WO
�
LLQ
ND
= a
}.. W
Z =.
F-
HO
Z l--
5
U�
CO
O t•-.
WW
H H U _ F-
Z
W
U
CO
O F
Z
Z
W
Q � 2
WD
UQ
= W
H
NU.
u.I 0
LLQ
CO)
=
F W
Z
1-
ZO_
W
�p
U
O�
o�_
W
2
F_
Z
lL
U=
O
Z
Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03
-23 -2005: 10:57:04 AM
Project: M3434A3S -0 - Location: 15 HEADER @ DINING WINDOW (REAR)
Summary:
5.5 IN x 9.5 IN x 6.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 13.1% Controlling Factor: Section Modulus / Depth Required 8.93 In
Center Span Deflections:
Dead Load:
DLD- Center-
0.03
IN
Live Load:
LLD - Center-
0.05
IN = U1586
Total Load:
TLD- Center=
0.08
IN = U995
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
3102
LB
Dead Load:
DL- Rxn -A=
1847
LB
j
Total Load:
TL- Rxn -A=
4949
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
1.44
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
1725
LB
.4
Dead Load:
DL- Rxn -B=
1021
LB
Total Load:
TL- Rxn -B =.
2746
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.80
IN
s
Beam Data:
Center Span Length:
L2=
6.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lug -Top=
1.33
FT
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
6.33
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
V
480
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL_2=
307
PLF
Dead Load:
wD -2=
167
PLF
Beam Self Weight:
BSW=
13
PLF
Total Load:
wT -2=
487
PLF
{
Point Load 1
Live Load:
PL1 -2=
1700
LB
Dead Load:
PD1 -2=
1020
LB
Location (From left end of span):
X1 -2=
1.08
FT
.
Trapezoidal Load 1
'
Left Live Load:
TRL- Left -1 -2=
425
PLF
i
Left Dead Load:
TRD- Left -1 -2=
255
PLF
Right Live Load:
TRL- Right -1 -2=
425
PLF
Right Dead Load:
TRD- Right -1 -2=
255
PLF
Load Start:
A -1 -2=
0.0
FT
Load End:.
B -1 -2=
1.08
FT
Load Length:
C -1 -2=
1.08
FT
�.
Trapezoidal Load 2
Left Live Load:
TRL- Left -2 -2=
138
PLF
Left Dead Load:
TRD- Left -2 -2=
83
PLF
Right Live Load:
TRL - Riqht -2 -2=
138
PLF
Right Dead Load:
TRD- Right -2 -2=
83
PLF
Load Start:
A -2 -2=
1.08
FT
Load End:
B -2 -2=
6.33
FT
Load Length:
C -2 -2=
5.25
FT
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
875
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
Adjusted Properties
Fb' (Tension):
Fb'=
874
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00
j
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
5327
FT -LB
2.469 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
4063
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on
span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
73.12
IN3
S=
82.73
IN3
Area (Shear):
Areq=
35.85
IN2
A=
52.25
IN2
Moment of Inertia (Deflection):
Ireq=
142.17
IN4
1=
392.96
IN4
j�.
l'
Z
W
Q � 2
WD
UQ
= W
H
NU.
u.I 0
LLQ
CO)
=
F W
Z
1-
ZO_
W
�p
U
O�
o�_
W
2
F_
Z
lL
U=
O
Z
Multi- Loaded Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03
-23 -2005 : 10:57:05 AM
Project: M3434A3S -0 - Location: 16 HEADER @ DINING WINDOW (RIGHT)
Summary:.
IN x 7.5 IN x 2.33 FT / #2 - Douglas Fir -Larch -Dry Use
Section Adequate By: 346.2% Controlling Factor: Section Modulus / Depth Required 3.55 In
Center Span Deflections:
Dead Load:
DLD- Center-
0.00
IN
Live Load:
LLD- Center=
0.00
IN = U20579
Z
Total Load:
TLD- Center=
0.00
IN = U11360
Center Span Left End Reactions (Support A):
LL- Rxn
418
LB
;I Z
W
Live Load:
-A=
Dead Load:
DL- Rxn -A=
362
LB
Total Load:
TL- Rxn -A=
781
LB
_3 U
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.23
IN
U O
Center Span Right End Reactions (Support B):
CO 0
Live Load:
LL- Rxn -B=
490
LB
co W
Dead Load:
DL- Rxn -B=
416
LB
Total Load:
TL- Rxn -B=
907
LB
CO LL
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.26
IN
W O
Beam Data:
Center Span Length:
L2=
2.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Q_
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
2.33
FT
LL
N
Live Load Duration Factor:
Cd=
1.00
d
Live Load Deflect. Criteria:
U
480
W
Total Load Deflect. Criteria:
U
360
Z
Center Span Loading:
?
Uniform Load:
f O
Live Load:
wL -2=
54
PLF
Z �_
W
Dead Load:
wD -2=
104
PLF
UJ
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
168
PLF
UO CO
Point Load 1
Live Load:
PL1 -2=
581
LB
O F-
Dead Load:
PD1 - 2=
392
LB
W W
Location (From left end of span):
X1 -2=
1.46
FT
U
Trapezoidal Load 1
W F-
Left Live Load:
TRL- Left -1 -2=
138
PLF
— O.
Left Dead Load:
TRD- Left -1 -2=
83
PLF
Z
Right Live Load:
TRL - Right -1 -2=
138
83
PLF
PLF
U CO
s
Right Dead Load:
TRD- Right -1 -2=
p
Load Start:
A -1 -2=
0.0
FT
O
Load End:
B -1 -2=
1.46
FT
Z
Load Length:
C -1 -2=
1.46
FT
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
750
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
750
PSI
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements: .
Controlling Moment:
M=
722
FT -LB
1.445 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
805
LB
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
11.55
IN3
S=
51.56
IN3
�!
Area (Shear):
Areq=
7.10
IN2
�Fi
A=
41.25
IN2
Moment of Inertia (Deflection):
Ireq=
6.13
IN4
1=
193.36
IN4
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Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 :10:57:06 AM
Project: M3434A3S -0 - Location: 17 BEAM @ DINING /LIVING
"• Summary:
I 3.5 IN x 9.25 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 162.0% Controlling Factor: Section Modulus / Depth Required 5.71 In
j Center Span Deflections:
Dead Load:
DLD- Center=
0.01
IN
Live Load:
LLD - Center=
0.02
IN = U4238
Total Load:
TLD- Center—
0.02
IN = U2700
s Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
818
LB
Dead Load:
DL- Rxn -A=
466
LB
Total Load:
TL- Rxn -A=
1284
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.59
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
818
LB
Dead Load:
DL- Rxn -B=
466
LB
Total Load:
TL- Rxn -B=
1284
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.59
IN
Beam Data:
Center Span Length:
L2=
5.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lug -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
5.33
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
307
PLF
Dead Load:
wD -2=
167
PLF
Beam Self Weight:
BSW=
8
PLF
Total Load:
wT -2=
482
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E= 1600000
PSI
Stress Perpendicular to Grain:
Fc perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1078
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
1711
FT -LB
2.665 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads
on span(s) 2
Controlling Shear:
V=
925
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on
span(s) 2
Comparisons With Required Sections:
+ Section Modulus (Moment):
Sreq=
19.05
IN3
S=
49.91
IN3
Area (Shear):
Areq=
7.71
IN2
A=
32.38
IN2
Moment of Inertia (Deflection):
Ireq=
30.78
IN4
1=
230.84
IN4
Z
i~ Z .
2
D
UO
O
WW
CO LL.
WO
LL Q
W
=
�W
Z
F_ O
W
5
U
O CO
0 I-
W W
W �
—O
W Z
CO
X
O t—
Z
Multi- Loaded Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00.7
i By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:07 AM
Project: M3434A3S -0 - Location: 18 HEADER @ 8' O.H. DOOR
Summary:
3.5 IN x 9.25 IN x 8.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 10.8% Controlling Factor: Section Modulus / Depth
Required 8.79 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.06
IN
Live Load:
LLD- Center-
0.08
IN = U1217
Z
Total Load:
TLD- Center-
0.14
IN = U705
=
Center Span Left End Reactions (Support A):
w
Live Load:
LL- Rxn -A=
2793
LB
Dead Load:
DL- Rxn -A=
1868
LB
QQ
' Total Load:
TL- Rxn -A=
4662
LB
J U
i Bearing Length Required (Beam only, support capacity not checked):
BL -A=
2.13
IN
00.
Center Span Right End Reactions (Support B):
(0 0.
Live Load:
LL Rxn - B=
2600
LB
to W
Dead Load:
DL- Rxn -B=
1868
LB
Total Load:
TL- Rxn -B=
4468
LB
N U-
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
2.04
IN
W O.
Beam Data:
Center Span Length:
L2=
8.33
FT
Center Span Unbraced Length -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
8.33
FT
ur Q
' Live Load Duration Factor:
{
Cd=
1.00
d
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
H =
Center Span Loading:
Z I -
Uniform Load:
i Live Load:
wL -2=
220
PLF
Dead Load:
wD -2=
155
PLF
W W
Beam Self Weight:
BSW=
8
PLF
j Q
Total Load:
wT -2=
383
PLF
U
Point Load 1
Live Load:
PL1 -2=
1805
LB
p
Dead Load:
PD1 -2=
1143
LB
Z UJ
Location (From left end of span):
X1 -2=
0.25
FT
U
Point Load 2
F" -
u-
Live Load:
PL2 -2=
1599
LB
Dead Load:
PD2 -2=
1143
LB
Z
Location (From left end of span):
X2 -2=
8.08
FT
U CO
Trapezoidal Load 1
3:
Left Live Load:
TRL- Left -1 -2=
313
PLF
0
O ~
Left Dead Load:
TRD- Left -1 -2=
188
PLF
Z
Right Live Load:
TRL - Right -1 -2=
313
PLF
Right'Dead Load:
TRD- Right -1 -2=
188
PLF
Load Start:
A -1 -2=
0.0
FT
Load End:
B -1 -2=
0.25
FT
Load Length:
C -1 -2=
0.25
FT
Trapezoidal Load 2
Left Live Load:
TRL- Left -2 -2=
313
PLF
r Left Dead Load:
TRD- Left -2 -2=
188
PLF
Right Live Load:
TRL - Riqht -2 -2=
313
PLF
Right Dead Load:
TRD- Right -2 -2=
188
PLF
Load Start:
A -2 -2=
8.08
FT
Load End:
B -2 -2=
8.33
FT
Load Length:
C -2 -2=
0.25
FT
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E= 1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
1078
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20
M4
Fv':
Fv'=
180
PSI
l
Adjustment Factors: Cd =1.00
r
Design Requirements:
Controlling Moment:
M=
4048
FT -LB
4.165 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2�
Controlling Shear:
V=
2258
LB
a:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
-
Section Modulus (Moment):
Sreq=
45.06
IN3
S=
49.91
IN3
Area (Shear):
Areq=
18.81
IN2
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t .
Page: 19
Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:07 AM
Project: M3434A3S -0 - Location: 18 HEADER @ 8' O.H. DOOR
A= 32.38 IN2
Moment of Inertia (Deflection): Ireq= 117.84 IN4
1= 230.84 IN4
i
i
i
1
i
f 1
i
zz
~ W
W 0 .
JU
UO
CO 0
W LU
C0 LL
W O.
LL a:
C0 �.
= a'
�W
Z
�O
z t-
W
� o:
o
W w;
' U
LL
O
.z
W
F- _
O H
Z
Multi- Loaded Beamf 2003 International Residential Code (01 NDS) 1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -
-23 -2005 :10:57:08 AM
Project: M3434A3S -0 - Location: 19 HEADER @ 16' O.H. DOOR
Summary:
3.5 IN x 18.0 IN x 16.33 FT / 2.0E Parallam - Trus Joist - MacMillan
Section Adequate By: 2.8% Controlling Factor: Section Modulus / Depth Required 17.75 In
Center Span Deflections:
Dead Load: D
DLD- Center=
Live Load: L
LLD - Center=
Total Load: T
TLD- Center=
Center Span Left End Reactions (Support A):
Live Load: L
LL- Rxn -A=
Dead Load: D
DL- Rxn -A=
Total Load: T
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked): B
BL -A=
Center Span Right End Reactions (Support B):
Live Load: L
LL- Rxn -B=
Dead Load: D
DL- Rxn -B=
Total Load: T
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked): B
BL -B=
Beam Data:
Center Span Length: L
L2=
Center Span Unbraced Lenqth -Top of Beam: L
Lu2 -Top=
Center Span Unbraced Length- Bottom of Beam: L
Lu2- Bottom=
Live Load Duration Factor: C
Cd=
Live Load Deflect. Criteria: U
U
Total Load Deflect. Criteria: U
U
Center Span Loading:
Uniform Load:
Live Load: w
wL-2=
Dead Load: w
wD-2=
Beam Self Weight: B
BSW=
Total Load: w
wT-2=
Point Load 1
Live Load: P
PL1 -2=
Dead Load: P
PD1 -2=
Location (From left end of span): X
X1 -2=
Trapezoidal Load 1
Left Live Load: T
TRL- Left -1 -2=
Left Dead Load: T
TRD- Left -1 -2=
Right Live Load: T
TRL - Riqht -1 -2=
Right Dead Load: T
TRD- Right -1 -2=
Load Start: A
A -1 -2=
Load End: B
B-1-2=
Load Length: C
C -1 -2=
Trapezoidal Load 2
Left Live Load: T
TRL- Left -2 -2=
Left Dead Load: T
TRD - Left -2 -2=
Right Live Load: T
TRL - Riqht -2 -2=
Right Dead Load: T
TRD- Right -2 -2=
Load Start: A
A -2 -2=
Load End: B
B -2 -2=
Load Length: C
C-2-2=
Pro p
0.16 IN
0.31 IN = U630
0.47 IN = U414
2715 LB
1539 LB
4254 LB
1.62 IN
7134 LB
3777 LB
10911 LB
4.16 IN
16.33 FT
1.33 FT
16.33 FT
1.00
480
360
0 PLF
0 PLF
20 PLF
20 PLF
7350 LB
3414 LB
11.92 FT
60
40
60
40
0.0
11.92
11.92
PLF
PLF
PLF
PLF
FT
FT
FT
528
243
258
243
11.79
16.33
4.54
PLF
PLF
PLF
PLF
FT
FT
FT
PSI
PSI
PSI
PSI
Bending Stress: Fb= 2900
Shear Stress: Fv= , 290
Modulus of Elasticity: E= 2000000
Stress Perpendicular to Grain: Fc perp= 750
Adjusted Properties
Fb' (Tension): Fb'=
Adjustment Factors: Cd =1.00 CI =0.99 Cf =0.96
Fv': Fv'=
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
11.921 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
I req=
1=
Area (Shear):
Moment of Inertia (Deflection):
M=
ME
2755 PSI
290 PSI
42195 FT -LB
10081 LB
183.77 IN3
189.00 IN3
52.14 IN2
63.00 IN2
1477.91 IN4
1701.00 IN4
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Z
Z
�W
QQ
JU
U
O
W�
C0 LL
WO
M�
La
= CY
F. W
Z�
t-- O
W
5
U�
ON
O H
WW
- O
6i
U=
O
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) 1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:09 AM
Project: M3434A3S -0 - Location: 20 BEAM @ GARAGE (LEFT - RIGHT)
IN = U922
Summary:
IN = U636
5.125 IN x 25.5 IN x 21.67 FT / 24F 44 - Visually Graded Western Species
-Dry Use
Section Adequate By: 64.7% Controlling Factor: Section Modulus / Depth Required 21.09 In
Center Span Deflections:
3414
Dead Load:
DLD- Center-
Live Load:
LLD- Center-
Total Load:
TLD- Center=
Camber Required:
C=
Center Span Left End Reactions (Support A):
10764
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
1.00
Live Load:
LL- Rxn -B=
Dead Load:.
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
Center Span Length:
L2=
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
Live Load:
wL-2=
Dead Load:
wD-2=
Beam Self Weight:
BSW=
Total Load:
wT-2=
Point Load 1
Live Load:
PL1 -2=
Dead Load:
PD1 -2=
Location (From left end of span):
X1 -2=
Point Load 2
Live Load:
PL2 -2=
Dead Load:
PD2 -2=
Location (From left end of span):
X2-2=
Point Load 3
Live Load:
PL3 -2=
Dead Load:
PD3 -2=
Location (From left end of span):
X3 -2=
Point Load 4
Live Load:
PL4 -2=
Dead Load:
PD4 -2=
Location (From left end of span):
X4-2=
Point Load 5
Live Load:
PL5 -2=
Dead Load:
PD5 -2=
Location (From left end of span):
X5 -2=
Pro erties For 24F -V4- Visually Graded Western Species
0.13
IN
0.28
IN = U922
0.41
IN = U636
0.19
IN
7348
LB
3414
LB
10762
LB
3.23
IN
7350
LB
3414
LB
10764
LB
3.23
IN
21.67
FT
1.33
FT
21.67
FT
1.00
480
360
553 PLF
233 PLF
32 PLF
818 PLF
194 LB
141 LB
3.17 FT
674 LB
459 LB
7.58 FT
974 LB
-109 LB
10.83 FT
674 LB
459 LB
14.08 FT
198 LB
141 LB
18.5 FT
P
Bending Stress: Fb= 2400
Shear Stress: Fv= 240
Modulus of Elasticity: Ex= 1800000
Stress Perpendicular to Grain:
Bending Stress of Comp. Face in Tension:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd =1.00 C1 =1.00 Cv =0.92
MY = 1600000
Fc perp= 650
Fb_cpr= 1850
Fv':
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
10.835 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
PSI
PSI
PSI
PSI
PSI
PSI
Fb'=
2219
PSI
Fv'=
240
PSI
M=
62348
FT -LB
V=
9169
LB
Sreq=
337.20
IN3
S=
555.42
IN3
Areq=
57.30
IN2
A=
130.69
IN2
41:.. ..r.' rii.; wz:.:. s=..:,,.:. .ssct•..,d.:.w....z.: .;.v�' Dui? r !!ttww����
1'ptV.+un'l':» ��1���Zw�undl��Mi.1,1v4-
Z
Z
�w
QQ�
JU
UO
CO W
J �
CO u-.
W O.
9 _
U_
CO D
= W
F _
ZF_
1— O
W
�5
U
O -
0 F-•
W w .
u-
O
111 Z
CO
X.
h= FF_
Z
Paqe: 22
Multi- Loaded Beamf 2003 International Residential Code (01 NDS) ) Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 :10:57:09 AM
Project: M3434A3S -0 - Location: 20 BEAM @ GARAGE (LEFT- RIGHT)
Moment of Inertia (Deflection): Ireq= 4005.58 IN4
1= 7081.63 IN4
.. ....•••_. '�:,.:�.<x � x. iw:.. w. ui: s w. c�: s�: rt. � dwLask... in:: i..e.`i....rra.l:.:u.ut.....ei� lwc.: NadUii.: �: �::+ .i.ms...,.ASAti.:i+u..ztti4: *d,� V3,:...ii�.L -k .r
Z
�QQ �
JU
0
Cl) 0'
W =
J H
N LL :
WO
LL Q
(J) a
=W CY
H =.
Z
H O'.
Z P
2 D.
U 0.
O �.
W W:
U
- O
. Z.
W
U =.
O
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005: 10:57:10 AM
Project: M3434A3S -0 - Location: 21 BEAM @ GARAGE (REAR -MID)
Summary:
5.125 IN x 10.5 IN x 17.5 FT (4.8 + 12.8) / 24F -V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 63.4% Controlling Factor: Section Modulus / Depth Required 8.47 In
Left Span Deflections:
Dead Load:
DLD -Left=
0.00
IN
Live Load:
LLD -Left=
-0.02
IN = U3112
Total Load:
TLD -Left=
-0.02
IN = U2571
Center span Deflections:
Dead Load:
DLD- Center=
0.05
IN
Live Load:
LLD - Center=
0.17
IN = U914
I Total Load:
TLD- Center-
0.21
IN = U720
Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
974
LB
i Dead Load:
DL- Rxn -A=
-111
LB
Total Load:
TL- Rxn -A=
863
LB
Design For Uplift Loads (Includes Uplift Factor of Safety)
Rxn - Amin=
-1483
LB
! Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.26
IN
Center span Left End Reactions (Support B):
Live Load:
LL- Rxn -B=
5830
LB
Dead Load:
DL- Rxn -B=
1631
LB
Total Load:
TL- Rxn -B=
7460
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
2.24
IN
Center span Right End Reactions (Support C):
Live Load:
LL- Rxn -C=
2294
LB
Dead Load:
DL- Rxn -C=
634
LB
Total Load:
TL- Rxn -C=
2928
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -C=
0.88
IN
Dead Load Uplift F.S.:
FS=
1.5
Beam Data:
Left Span Length:
L1=
4.75
FT
Left Span Unbraced Length -Top of Beam:
Lu1 -Top=
1.33
FT
Left Span Unbraced Length -Bottom of Beam:
Lu1- Bottom=
4.75
FT
Center span Length:
L2=
12.75
FT
Center span Unbraced Lenqth -Top of Beam:
Lug -Top=
1.33
FT
Center span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
12.75
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Left Span Loading:
Uniform Load:
Live Load:
wL -1=
440
PLF
Dead Load:
wD -1=
110
PLF
Beam Self Weight:
BSW=
13
PLF
Total Load:
WT-1 =
563
PLF
Center span Loading:
Uniform Load:
Live Load:
wL -2=
440
PLF
Dead Load:
wD -2=
110
PLF
' Beam Self Weight:
BSW=
13
PLF
Total Load:
wT -2=
563
PLF
Properties For: 24F -V4- Visually Graded Western Species
Bending Stress:
Fb=
2400
PSI
Shear Stress:
Fv=
240
PSI
Modulus of Elasticity:
Ex=
1800000
PSI
Ey=
1600000
PSI
Stress Perpendicular to Grain:
Fc perp=
650
PSI
Bending Stress of Comp. Face in Tension:
Fb_cpr=
1850
PSI
Adjusted Properties
Fb' (Compression Face in Tension):
Fb'=
1826
PSI
Adjustment Factors: Cd =1.00 C1 =0.99
Fv':
Fv'=
240
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
-8767
FT -LB
Over left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 1, 2
Controlling Shear:
V=
3847
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on
span(s) 1, 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
57.63
IN3
S=
94.17
IN3
Area (Shear):
Areq=
24.04
IN2
A=
53.81
IN2
Moment of Inertia (Deflection):
Ireq=
259.68
IN4
Z
a Z
D
UO
CO 0
co W
W =
F-
�W
tt:
0
�J
u-
cod
= W
Z
F- O
W
5
U 0.
O-
0 H
W
2
F-
u' O
6i
U=
O I--.
Z
c'
j ..
Page: 24
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:10 AM
Project: M3434A3S -0 - Location: 21 BEAM @ GARAGE (REAR -MID)
1= 494.40 IN4
Z
Ui
H.
J U.
UO
U 0;
cn w
J ='
F-
N LL.
W O:
J
U_ Q
N d'
h =.
Z�
F_ O
Z H
2 5
U
O U;
2 U;.
L H.
Z'
U U.
O F"
Z
Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23
-2005 : 10:57:11 AM
Project: M3434A3S -0 - Location: 22 BEAM @ GARAGE (REAR)
Summary:
5.5 IN x 7.5 IN x 5.33 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 73.1% Controlling Factor: Section Modulus / Depth Required 5.7 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.01
IN
Live Load:
LLD - Center-
0.03
IN = U2552
Total Load:
TLD- Center=
0.04
IN = U1690
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
925
LB
Dead Load:
DL- Rxn -A=
472
LB
Total Load:
TL- Rxn -A=
1397
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.41
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
925
LB
Dead Load:
DL- Rxn -B=
472
LB
Total Load:
TL- Rxn -B=
1397
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.41
IN
Beam Data:
Center Span Length:
L2=
5.33
FT
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
1.33
FT
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
5.33
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
347
PLF
Dead Load:
wD -2=
167
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
524
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
750
PSI
Shear Stress:
Fv=
170
PSI
Modulus of Elasticity:
E=
1300000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
750
PSI
Adjustment Factors: Cd =1.00 C1 =1.00 Cf =1.00
Fv':
Fv'=
170
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
1861
FT -LB
2.665 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
V=
1089
LB
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
29.79
IN3
S=
51.56
IN3
Area (Shear):
Areq=
9.61
IN2
A=
41.25
IN2
Moment of Inertia (Deflection):
Ireq=
41.19
IN4
1=
193.36
IN4
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Multi- Loaded Beam( 2003 International Residential Code (01 NDS) I Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:12 AM
Project: M3434A3S -0 - Location: 23 BEAM @ HALUFAMILY
Summary:.
IN x 11.25 IN x 7.0 FT / #2 - Douglas Fir -Larch -Dry Use
Section Adequate By: 15.4% Controlling Factor: Section Modulus / Depth Required 10.47 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.01
IN
Live Load:
LLD - Center=
0.06
IN = U1520
Total Load:
TLD- Center-
0.07
IN = U1202
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
2380
LB
Dead Load:
DL- Rxn -A=
628
LB
Total Load:
TL- Rxn -A=
3008
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
1.38
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
2380
LB
Dead Load:
DL- Rxn -B=
628
LB
Total Load:
TL- Rxn -B=
3008
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
1.38
IN
Beam Data:
Center Span Length:
L2=
7.0
FT
Center Span Unbraced Length -Top of Beam:
Lug -Top=
1.33
FT
Center Span Unbraced Length- Bottom of Beam:
Lu2- Bottom=
7.0
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Load:
Live Load:
wL -2=
680
PLF
Dead Load:
wD -2=
170
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT -2=
860
PLF
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
900
PSI
Shear Stress:
Fv=
180
PSI
Modulus of Elasticity:
E=
1600000
PSI
Stress Perpendicular to Grain:
Fc_perp=
625
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
988
PSI
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.10
Fv':
Fv'=
180
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
M=
5265
FT -LB
3.5 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads
on span(s) 2
Controlling Shear:
V=
2226
LB
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on
span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Sreq=
63.96
IN3
S=
73.83
IN3
Area (Shear):
Areq=
18.55
IN2
A=
39.38
IN2
Moment of Inertia (Deflection):
Ireq=
131.18
IN4
1=
415.28
IN4
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Multi- Loaded Beam( 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:13 AM
Project: M3434A3S -0 - Location: 24 HEADER @ BA3 DOOR
PSI
Summary:.
PSI
IN x 9.25 IN x 2.67 FT / #2 - Douglas Fir -Larch -Dry Use
PSI
Section Adequate By: 120.0% Controlling Factor: Section Modulus / Depth Required 6.24 In
Center Span Deflections:
DLD- Center-
Dead Load:
Live Load:
LLD - Center=
Total Load:
TLD- Center-
Center Span Left End Reactions (Support A):
IN4
Live Load:
LL- Rxn -A=
Dead Load:
DL- Rxn -A=
Total Load:
TL- Rxn -A=
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
Dead Load:
DL- Rxn -B=
Total Load:
TL- Rxn -B=
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
Beam Data:
L2=
Center Span Length:
Center Span Unbraced Lenqth -Top of Beam:
Lu2 -Top=
Center Span Unbraced Length -Bottom of Beam:
Lu2- Bottom=
Live Load Duration Factor:
Cd=
Live Load Deflect. Criteria:
U
Total Load Deflect. Criteria:
U
Center Span Loading:
Uniform Load:
wL -2=
Live Load:
Dead Load:
wD-2=
Beam Self Weight:
BSW=
Total Load:
wT -2=
Point Load 1
Live Load:
PL1 -2=
Dead Load:
PD1 -2=
Location (From left end of span):
X1 -2=
Properties For: #2- Douglas Fir -Larch
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E_
Stress Perpendicular to Grain:
Fc_perp=
Adjusted Properties
Fb'=
Fb' (Tension):
Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.20
Fv':
Fv'=
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
1.175 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
Area (Shear):
Moment of Inertia (Deflection):
M=
V=
0.00 IN
0.00 IN = U7131
0.01 IN = U5619
1409 LB
382 LB
1791 LB
0.82 IN
1115 LB
304 LB
1419 • LB
0.65 IN
2.67 FT
1.33 FT
2.67 FT
1.00
480
360
54 PLF
14 PLF
8 PLF
76 PLF
2380 LB
628 LB
1.17 FT
900
PSI
180
PSI
1600000
PSI
625
PSI
1078
PSI
180
PSI
2037 FT -LB
1734 LB
Sreq=
22.68
IN3
S=
49.91
IN3
Areq=
14.45
IN2
A=
32.38
IN2
Ireq=
15.54
IN4
1=
230.84
IN4
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Floor Joistf 2003 International Residential Code (01 NDS)1 Ver: 6.00.7
By: Jeffrey deRoulet , Architects Northwest on: 03 -23 -2005 : 10:57:13 AM
Project: M3434A3S -0 - Location: DECK JOIST
Summary:
1.75 IN x 9.25 IN x 13.58 FT A. 12 O.C. / 1.9E Microllam - Trus Joist - MacMillan
Section Adequate By: 62.2% Controlling Factor: Moment of Inertia / Depth
Required 7.87 In
Center Span Deflections:
Dead Load:
DLD- Center=
0.03
IN
Live Load:
LLD- Center=
0.21
IN = U778
Total Load:
TLD- Center=
0.24
IN = U667
Center Span Left End Reactions (Support A):
Live Load:
LL- Rxn -A=
407
LB
Dead Load:
DL- Rxn -A=
68
LB
Total Load:
TL- Rxn -A=
475
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -A=
0.36
IN
Center Span Right End Reactions (Support B):
Live Load:
LL- Rxn -B=
407
LB
Dead Load:
DL- Rxn -B=
68
LB
Total Load:
TL- Rxn -B=
475
LB
Bearing Length Required (Beam only, support capacity not checked):
BL -B=
0.36
IN
Joist Data:
Center Span Length:
L2=
13.58
FT
Floor sheathing applied to top of joists -top of joists fully braced.
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
480
Total Load Deflect. Criteria:
U
360
Center Span Loading:
Uniform Floor Loading:
Live Load: �
LL -2=
60.0
PSF
Dead Load:
DL -2=
10.0
PSF
Total Load:
TL -2=
70.0
PSF
Total Load Adjusted for Joist Spacing:
wT -2=
70
PLF
Properties For: 1.9E Microllam- Trus Joist - MacMillan
Bending Stress:
Fb=
2600
PSI
Shear Stress:
Fv=
285
PSI
Modulus of Elasticity:
E=
1900000
PSI
Stress Perpendicular to Grain:
Fc -perp=
750
PSI
Adjusted Properties
Fb' (Tension):
Fb'=
2694
PSI
Adjustment Factors: Cd =1.00 Cf =1.04
Fv':
Fv'=
285
PSI
Adjustment Factors: Cd =1.00
Design Requirements:
Controlling Moment:
6.79 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on spans) 2
Controlling Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
Area (Shear):
Moment of Inertia (Deflection):
M= 1614 FT -LB
V= 428 LB
7.19 IN3
24.96 IN3
2.25 IN2
16.19 IN2
71.17 IN4
115.42 IN4
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7821 - 168th Ave. N.E.
MITCHELL ENGINEERING INC • Redmond, WA 98052
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(425) 747 -1500
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5HEAR NALL 50HFro>ULr=
NAIL
SPACING
TOP/BOTTOM
BLOCKING
SHEAR WA1,.L
NAIL
HEM -FIR #2
DESIGNATION
SIZE
EDGES
STUDS
PLATE
REQUIRED
#/FT.
G2 -4
bd
4
4"
4
R o
250
PI -6
8d
6"
12"
6"
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210
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310
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SHEAR WALL NOTES
I. 62- 6YP5Ufv1 WALLBOARD TWO SIDES.
PI- ? /I6 A.PA. RATED PLYWOOD OR ORIENTATED STRAND BOARD
(0.9.5) ON ONE SIDE OF WALL.
P2- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD
(0BB) ON EACH SIDE OF WALL. .
2. FOR PI -3 4 P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL
EDGES.
3. NAILS SHALL BE 8d COMMON (0.131" DIAMETER)
4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS SHALL FALL ON
5EPERATE STUDS EACH SIDE.
S. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR
PI-6 4 PI-4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR YVALLS REQUIRE
3x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER
HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.PA. RATED
SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE
SHEETS RUNNING HORIZONTALLY. SPACE NAILS ® 12 INCHES ON
CENTER ® INTERMEDIATE SUPPORTS.
6. 5/8" DIAMETER ANCHOR BOLTS SHALL BE IO INCHES LONG SPACED
A MAXIMUM OF 24 INCHES ON CENTER. 3/4" DIAMETER ANCHOR
BOLTS SHALL BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON
CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2x3/16" U.N.D.
WA5HER5 TO BE GALVANIZED OR STAINLESS STEEL.
7. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING,
PLATES NAILING ETC.
8. AT PI -3 4 P2 -3 SHEAR WALLS AT ADJOINING PANEL EDGES AND MUD -51LL5
NAILING 5HALL BE STAGGERED PER FOOTNOTE (1) OF IBC TABLE 2306.4.1
1 1. WHERE PLYWOOD 15 INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS
SHALL FALL ON SEPERATE STUDS EACH SIDE
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STRU CTURAL NOTES
CODE
DESIGN 19 IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (I .B.0 )/
INTERNATIONAL RESIDENTIAL CODE (I.R.C) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
LIVE LOAD5
LATERAL
WIND- ------ ---- -- - ---- -EXPOSURE B; 65 MPH
SEISMIC ----- ---- -- --- -PER DM16N GATA60RY D ( I.B.G)
FOUNDATIONS
PER DM16N CATA60RY 02 ( I.RC)
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 36A9 PSF
;�.LL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-6" BELOW ADJACENT EXTERIOR
FINISHED GRADE..
CA5T —IN —PLACE CONCRETE
Fr. m S OO PSI • 26 DAYS. MINIMUM 5-4/2 SA 95 OF CEMENT PER OJBIC YARD OF CONCRETE AND A
MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94M SACK OF CEMENT. NO SPECIAL INSPECTION
REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN
- 1 PERCENT. MAXIMUM SIZED AGGREGATES 15 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES.
ALL REINFORCING ST DOAELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED
IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRE5.�IJ M TREATED SILL
PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT
INTO CONCRETE AND MAXIMUM SPACING OF 2. FEET ON CENTER U-E6 NOTFD OTHERWISE ON THE PLANS.
MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INC OF EACH
END OF THE SILL PLATE.
STRUCTURAL TIMBER
ALL GRADES SHALL CONFORM TO AWA 6RADIN6 RULES FOR WESTERN LUMBER, LATEST EDITION.
PROVIDE GUT WASHERS UNDER ALL NUTS AND BOLTS BEARIN6 AGAINST WOOD. ALL WOOD IN CONTACT
WITH GONCRLRE SHALL BE PRESSURE TREATED PM PRE-5 RVATiVE TREATMENT NOTE. FASTENEM INSTALLED
IN PRESERVATIVE TREATED WOOD SHALL BE HOT - DIPPED GALVANIZED PER I.R.G. SECTION ROM.3.
NAILING SHALL CONFORM WITH I.R.G. TABLE R602.5(1) a R802.10 OR I.S.G. TABLE 2304.4.1
ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
2X STUDS HEM -FIR 02-------- ---- -- Fb = 830 PSI
2X FLOOR 4 ROOF JOIST HEM-FIR 02 Fb 2 SW P51
4X BEAMS DOUG -FIRTH #2 _Fb ■ 8'73 P51
6X BEAMS DOU6- FIR/LARGH *2 -Fb = 830 P51
COLUMNS DOUG -FIRA ARCH *2 Fb ■ 8"15 PSI
LUMBER NOT NOTED DOUG- FIR/L.ARGH *2 --- -Fb = 850 PSI
MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL. BE FASTENED
TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -'JO?.
ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH '7 INCHES OF EMBEDMENT INTO
CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS.
NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. 16d COMMON NAIL DIAMETER -
( 0.162 INCH). LAMINATED STUDS SHALL BE NAILED W/ (2) ROWS 16d COMMON NAILS • 6" O.C,
1=L00R SHEATHING
SHEATHING SHALL BE 5/4 INCH TONGUE # GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 46/24
WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH
IOd COMMON NAILS AT 6 INCHES ON CENTER AT .SUPPORTED PANEL ED&ES 4 10 INCHES
ON CENTER AT I NTERMED I ATE SUPPORTS. THE FLOOR SHEATH I N& SHALL BE GLUED TO
THE JOIST AND THE TONGUE AND 6ROOVE JOINTS WITH AN APPROVED ADHESIVE. 17
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Indemnification and Hold Harmless
I M T \ 1
and Permit I emporary in Nature
Reference Number(s) of Related Document(s):
os�- /o �
Grantor /Borrower: N to CUS 2&� /7 , I,-1 Cy,
Grantee /Beneficiary: CITY OF TUKWItA, a municipal corporation of King County, Washington
Work Location:
Abbreviated Work Description: `
, G`!T"j l�' +ch/'- c -4��y� jNi✓Ltr'D /f. +� DiE'lG=
-��3, Gv�%Tr_.�� S �1✓ .c=� SToc' {r� D; Pc .�� CAV7 457
NOW, THEREFORE, the parties agree as follows:
The Permittee shall indemnify, defend and hold harmless the City, its officers,
agents and employees, from and against any and all claims, losses or liability,
including attorney's fees, arising from injury or death to persons or damage to
property occasioned by any act, omission or failure of the Permittee, its officers,
agents and employees, in using the City's right -of -way under this permit. This
indemnification and hold harmless shall not apply to any damage resulting from
the sole negligence of the City, its agents and employees. To the extent any of
the damages referenced by this paragraph were caused by or resulted from the
concurrent negligence of the City, its agents or employees, this obligation to
indemnify, defend and hold harmless is valid and enforceable only to the extent of
the negligence of the Permittee, its officers, agents, and employees. Further, the
right -of -way permit herein is wholly of a temporary nature and it vests no
permanent right to use whatsoever to the Permittee.
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DATED this /0 day of
GRANTOR: A)a?
a .�A4—,ox) corporation /
By:
Print Name: 14 l,\ L IC ,2 2,) iy / i \.1 L
Its:
STATE OF WASHINGTON
COUNTY OF KING
ss.
200
On this /0-A day of /5f , 200 1 before me a Notary Public in and
for the State of Washington, personally appeared
kulbir SinQti ReAQ/ , to me known to be the Vice, Pres of
lVl�/ duAorn 1q0rr7es .Tnr , a W05171 corporation that executed
the foregoing instrument, and acknowledged it to be the free and voluntary act of
.said corporation, for the uses and purposes mentioned in this instrument, and on
oath stated that he /she was authorized to execute said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the
day and year first above written.
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Name: Alice, A. De acY
(seal) °�N�Tggy ' cp NOTARY PUBLIC, in and for the State of
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DATED this day of , 200
GRANTEE: CITY of TUKWILA
By: Q t u`'C�S� a.
Print Name: James Morrow
Its: Public Works Director
STATE OF WASHINGTON
COUNTY OF KING
On this day, before me personally appeared JIM MORROW to me known to
be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this
instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS
DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary
act and deed, for the uses and purposes therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and
year first above written.
QJ�seioiv F A�'�''�
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Name: Al ice- �• (j -V
NOTARY PUBLIC, in and for the State of
Washington, residing at
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My commission expires:
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Bond No.: 661114549
Initial Premium: $100.00
IMPROVEMENTS
PERFORMANCE BOND
KNOW ALL PEOPLE BY THESE PRESENTS:
That we, Bhiman Corporation , as Principal, and Lincoln General Insurance
Company as Surety, are held and firmly bound unto City Tukwila as Obligee, in the sum of
Three Thousand Three Hundred & 00 /100 ** *($3,300.00 * * *) Dollars, for which payment,
well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and
severally firmly by these presents.
THE CONDITION OF THE OBLIGATION IS SUCH THAT:
WHEREAS, the above named Principal, as a condition of Onsite Erosion entered into an
agreement or agreements with said Obligee to complete the improvements specified in said
agreement or agreements.
NOW THEREFORE, the condition of this obligation is such, that if the above Principal shall
well and truly perform said agreement or agreements during the original term thereof or of any
extension of said term that may be granted by the Obligee with or without notice to the Surety,
this obligation shall be void, otherwise it shall remain in full force and effect.
IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the
corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized
Attorney -in -Fact on August 25 '2005
Bhiman Corporation Lincoln GeiRral Insuranc Com anv
By: By
George Jimenez, A
Type Name and Title 701 B St. #2100
San Diego, CA 92101
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661114549
LINCOLN GENERAL INSURANCE COMPANY
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Lincoln General Insurance Company, organized and existing by virtue of the
Laws of the Commonwealth of Pennsylvania, does hereby nominate, constitute and anoint:
George Jimenez
its true and lawful atiorney(s }in -fact to sign, seal and execute for and on its behaI as surety, bonds, undertakings, and other
obligatory instruments of similar nature in an amount not to exceed Three Mllllon Dollars ($3,000,000�and to bind it thereby as
fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation, and all the acts of
said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
RESOLVED that this Power of Attorney is granted and is signed, sealed and notarized with facsimile signatures and seals under
authority of the following resolutions adopted by the Board of Directors of Lincoln General Insurance Company on the 0 day of
September, 2002.
RESOLVED that the President, an Executive or Senior Vice President, or any Vice President of the Company, together with the
Secretary or any Assistant Secretary are hereby authorized to execute Powers of Attorney appointing the person(s) named as
Attomey(s )-in -Fact to. date, execute, sign, seal and deliver on behalf of the Company, fidelity and surety bonds, undertakings, and
other similar contracts of suretyship, and any related documents.
RESOLVED FURTHER that the signatures of the officers making the appointrnent, and the signature of any officer certifying
the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal
of any notary, and the seal of the Company, may be facsumle representations of those signatures and seals, and such facsimile
representations of those signatures and seals, and such facsimile representations shall have the same forte and effect as if
manually affixed. The facsimile representations referral to herein may be affixed by sbamping, printing, typing, or photocopying.
IN VMWESS WHEREOF, Lincoln General Insurance Company has caused
be signed by its duly authorized officers this 4th day (+�j 2002
\\\ 1NSU
Attest: . ?. o - 0ORATP -
Gary J. d = O j'; ' G '� 977 n
The Coaanomvealth ofPeansylvmk : . O E
York County
On this 4th day of September, 2002, before nid #Ibnallj ' • �� .• \ C. Bhcjwani to me known, who being duly swum, did
depose and say: that be is the President of the Cor� paNld in and which executed the above instrimment: that be knows
the seal affixed to the aforesaid instrument is such corporate seal and was affixed thereto by order and authority of the Board of
Directors of said Company, and that he executed the said instrument by lrlce order and authority and the same was his free act and
deed.
Notarial Seal
The Commonwealth of Pennsylvania Catherine Marie Loose, Notary
York County Sprtngattsbury Twp„ York
Mr commission E mires June t Notary Publr
1, Gary Omdorff, Secretary of Lincoln General Insurance Company, a corporation of the Commonwealth of Pennsylvania do
hereby certify that the above and foregoing is a full, true and correct copy of Power of Attorney issued by said Company, and of
the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked, and
furthermore that the Resolution of the Board of Directors, set forth in the said Power of Attorney is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company, at York, Pennsylvania, this
25th dayof.Auqust 2005
����y�li' oRAtF • ; O % a J. d Secretary
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CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of CALIFORNIA } ss.
County of LOS ANGELES } SS.
On 08/25/2005 , before me, S. Philips - NOTARY PUBLIC ,
Date Name and Title of Officer (e.g., 'Jane Doe, NOTARY PUBLIC"
personally appeared _ George Jimenez - ATTORNEY IN -FACT ,
® personally known tome
❑ proved to me on the basis of satisfactory
evidence
Place Notary Seal Above
to be the person(s) whose name(s) is /are
subscribed to the within instrument and
acknowledged to me that he /she /they executed
the same in his /her /their authorized
capacity(ies), and that by his /her /their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and al eat.
Signature of NQ!rY1
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s);
❑ Partner — ❑ Limited ❑
Ga Attorney in fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Number of Pages:
General
Signer is Representing:
O 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 • www.nationalnutary.org Prod. No.5907 Rcordcr. Call Toll -Free 1. 800.876.6827
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Payment for a loss will not exceed the limit of liability under this
bond. This bond will not pay for any portion of certified
terrorism loss beyond any applicable annual liability cap set
forth in the Act. The terms of this rider do not provide coverage
for any loss that would otherwise be excluded by the terms of
this bond.
SU 0009 12 02
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Bond No.: 661114548
Initial Premium: $180.00
Bhiman Corporation
urak*e Co
George Jimenez, A'ttome i act
Type Name and Title 701 B St. #2100
San Diego, CA 92101
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THE CONDITION OF THE OBLIGATION IS SUCH THAT:
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IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the
corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized
Attorney -in -Fact on August 25 , 2005
Bhiman Corporation
urak*e Co
George Jimenez, A'ttome i act
Type Name and Title 701 B St. #2100
San Diego, CA 92101
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661114548
+ LINCOLN GENERAL INSURANCE COMPANY
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Lincoln General Insurance Company, organized and existing by virtue of the
Laws of the Commonwealth of Pennsylvania, does hereby nominate, constitute and =mint:
George Jimenez
its true and lawful attorneys )-in -fact to sign, seal and execute for and on its behalf, as surety, bonds, undertakings, and other
obligatory instruments of sir n7ar nature in an amount not to exceed Three N[Mon DoUm ($3,000,000).and to bind it thereby as
fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation, and all the acts of
said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed.
RESOLVED that this Power of Attorney is granted and is signed, sealed and notarized with facsirrnle signatures and seals under
authority of the following resolutions adopted by the Board of Directors of Lincoln General Insurance Company on the 4' day of
September, 2002.
RESOLVED that the President, an Executive or Senior Vice President, or any Vice President of the Company, together with the
Secretary or any Assistant Secretary are hereby authorized to execute Powers of Attorney appointing the person(s) named as
Attomey(s) -in -Fact to. date, execute, sign, seal and deliver on behalf of the Company, fidelity and surety bonds, undert A ngs, and
other similar contracts of suretyship, and any related documents.
RESOLVED FURTHER that the signatures of the officers making the appointment, and the signature of any officer certifying
the validity and current status of the appointment, may be facsimile representations of those signatures; and the signature and seal
of any notary, and the seal of the Company, may be facsimile representations of those signatures and seals, and such facsimile
representations of those signatures and seals, and such facsimile representations shall have the same force and effect as if
manually affixed. The facsimile representations referred to herein may be affixed by stamping, printing, typing, orphotocopying.
IN WITNESS WHEREOF, Lincoln General Insurance Company has caused
be signed by its duly authorized officers this 4th day 2002
Attest: �'. ' o� 4RATFs
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Gary J. do = (0: V --
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The Co
nanonwealth of Pennsylvania J ;
York County Ou F 'ti'NSriVA�� ! �a
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On this 4th day of September, 2002, before n>� onall •�••• C. Bhcjwani, to me known, who being duly swozn, did
depose and say: that be is the President of the Cor��� in and which executed the above instrument: that he knows
the seal affixed to the aforesaid instrument is such corporate seal and was affixed thereto by order and authority of the Board of
Directors of said Company and that he executed the said instrument by like order and authority and the same was his free act and
deed
Notarial Saat
The Commonwealth of Pennsylvania Catherine Marie Loose, Notary
York County Springettsbury Twp., York CC4"
MY Commission Expires June 1 Notary
I, Gary Omdoa Secretary of Lincoln General Insurance Company, a corporation of the Commonwealth of Pennsylvania do
hereby certify that the above and foregoing is a hill, true and correct copy of Power of Attorney issued by said Company, and of
the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked, and
furthermore that the Resolution of the Board of Directors, set forth in the said Power of Attorney is now in force.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company, at York, Ptnrtsylvaania, this
25th daYof- AugUSt 2005 � nttrawr�
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CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of CALIFORNIA ) Ss.
County of LOS ANGELES } ss.
On 08/25/2005 , before me, S. Philips - NOTARY PUBLIC ,
Dale Name and Title of Officer (e.g., 'Jane Doe, NOTARY PUBLIC"
personally appeared George Jimenez - ATTORNEY-IN-FACT _ ,
® personally known to me
❑ proved to me on the basis of satisfactory
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Place Notary Seal Above
to be the person(s) whose name(s) is /are
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signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand arV1;Ach2 al.
Signature f otdrf Public
OPTIONAL
Though the Information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s);
❑ Partner — ❑ Limited ❑
19 Attorney in fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Number of Pages:
General
Signer is Representing:
O 1999 National Notary Association • 9350 De Soto Avc., P.O. Box 2402 • Chatsworth, CA 91313.2402 • www.nationainotary.org Prod. No.5907 Reorder. Call Toll -Free 1. 800. 876.6827
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WHEN RECORDED, RETURN TO:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
Reference Number(s) of Related Document(s):
Grantor: iL ut.. v,tz S ''' t e-
Grantee: The City of Tukwila
Legal Description (Abbreviated): A Portion of the NE1/4 of the SW '' /a, Sec. 15, T. 23 N.,
R. 4 E., WM.
Full Legal Description is found on Exhibit A of this document.
Assessor's Tax Parcel ID Numbers: 736060 -0271
SENSITIVE AREA COVENANT AND HOLD
HARMLESS AGREEMENT
This covenant and hold harmless agreement is entered into between ,
( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee ").
RECITALS
WHEREAS, Grantor owns and has applied for necessary permits to develop certain real
property (the "Property ") legally described in Exhibit A, which is attached and incorporated by
reference.
WHEREAS, a portion of the Property contains sensitive areas of potential geologic
instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by
reference.
WHEREAS, as a condition of the issuance of short subdivision approval, land use
permits, and /or constriction permits for the Property, the Grantee required the Grantor to execute
and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of
Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil
disturbance.
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PLANNING DIVISION COMMENTS
DATE: August 8, 2005
CONTACT: Robert Parnell
RE: D05 -102
ADDRESS: 13605 42 AV S
The Department has originally required that SEPA be completed prior to issuance of the
building permit. SEPA was required because the cumulative cut/fill was greater than 500
cubic yards. The applicant has submitted revised cut/fill estimates that indicate that the
cut/fill will be less than 500 cubic yards. The applicant has also withdrawn a related SEPA
application which would have put the cut/fill greater than 500 cubic yards.
The building permit now does not require SEPA.
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MEMO
TO: Jill Mosqueda, Public Works
FROM: Brandon Miles, DCD
CC: Ryan Larson
RE: Rehal Building Permit (1305 -1
DATE: July 25, 2005
Khampheng Phavong aka "Patty" recently came into the front counter to discuss concerns
with the above building permit. Her concerns were mainly with stormwater and the lack of
stormwater facilities for the new home. Ryan asked that I coordinate with the Development
Engineer on the project to address any stormwater concerns.
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development. S teve Lancaster, Director
PLANNING DIVISION COMMENTS
DATE: June 1, 2005
CONTACT: Kulbir Singh Rehal
RE: D05 -102
ADDRESS: 13605 42 " Ave S
The Planning Division of DCD has reviewed the above permit application that was
submitted on May 24, 2005. Planning cannot approve the application due to the following:
I
1. The applicant has estimated that the total fill on the site will be 450 cubic yards.
The applicant has also submitted a short plat application on the property and will
be constructed two additional homes and other improvements on the property.
The entire project will have a cut/fill in excess of 500 cubic yards and thus SEPA
review is required.
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax. 206- 431 -3665
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Brandon Miles - Rehal Permit and Short.alat
From: Brandon Miles
To: rnparnell @hotmail.com
Date: 6/1/05 9:02AM
Subject: Rehal Permit and Short Plat
j Robert,
noticed that for the home that is being constructed on the site, the total amount of fill on the site has
been estimated at 450 cubic yards. I had previousuly asked for the cut/fill on the short plat area. It
appears that this pro ct is subject to SEPA. 500 cubic yards is the threshold and given that there is only
50 cubic yards left. Given the amount of construction activities occuring in the short plat area, it is
unlikely that the project will be less than 50 cubic yards.
} The short plat and the building permit are all interconnected with the environmental review. I cannot
issue the building permit for the one home until SEPA is completed.
! Please note that the short plat is now also missing SEPA.
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have included the SEPA application with this email.
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! Brandon J. Miles
Assistant Planner
Department of Community Development
City of Tukwila
tei (206) 431 -3684
fax (206) 431 -3665
bmiles @ci.tukwila.wa.us
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R. N. PARNELL COMPANY
I I CIVIL ENGINEERING
WrCrl'sR RESOURCES
ENGINEERING MANAGEMENT
ENVIRONMENTAL SERVICES
CONSTRUCTION MANAGEMENT
` May 18, 2005
Stefania Spenser, Permit Technician
Tukwila Dept. of Community Development
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Subject: Correction Letter #1 Public Works Comments 4.18.05
Rehal Residence 13605 42 " Ave. South (1305 -102)
Dear Stefania:
We are resubmitting the Rehal single - family residential civil plans and drainage report
incorporating Public Works 4.18.05 comments transmitted to us by your April 25,
2005 letter.
Public Works comments are itemized for response in our enclosed item -item
f response and as shown on the revised plans.
Four sets of revised civil plans and drainage report documents are provided along
with the Revision Resubmittal Sheet.
Please call. me at (425) 643 - 3560 if you desire additional information.
Sincerely,
Robert N. Parnell, PE
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Enclosures:
As stated
CC: Rehal - applicant
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CITY OF T! : K*, I6.,,
MAY2g l:) , :1
PERMIT CEN
4422 18701 Place S.E. - Issaquah, WA 98027 - 425/643 -3560 - SAX 425/641 -5095
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April 25, 2005
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Mr. Robert N. Parnell, PE
R. N. Parnell Company
4422 187` Place SE
Issaquah, WA 98027
RE: CORRECTION LETTER #1
Development Permit Application Number D05 -102
Rehal Residence —13605 42"'' Avenue South
Dear Brad:
This letter is to inform you of corrections that must be addressed before your development permits) can be approved.
All correction requests from each department must be addressed at the same time and refldcted on your drawings. I
have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments
have no comments.
Public Works Department: L. Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the
attached memo.
Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or
other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections /revisions must be made in Person and will not be accepted through
the mail or by a messenger service.
If you have any questions, please contact me at (206) 433 -7165.
Sincerely,
Stefania Spencer
Permit Technician
encl
xc: File No. D05 -102
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665
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CITY OF TUKWILA
PUBLIC WORKS PROJECT REVIEW COMMENTS
www.ci.tukwila.wa.us
Development Guidelines and Design and Construction Standards
Permit #: D05 -102
Project Name: Rehal Singh SFR
13605 42 Av S
Review #: 1
Date: 04.18.05
Reviewer: L. Jill Mosqueda, P.E.
The City Of Tukwila Public Works Department (PW) has the following comments regarding your application
for the above permit. Please contact me at 206.431.2449, if you have any questions.
RETURN THE REDLINED PLANS WITH THE RESPONSE TO THIS CORRECTION LETTER.
1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base
application and plan review fee when the application is submitted. The fee pays for two reviews. Public
Works charges for additional reviews.
2. Public Works' Development Guidelines and Design and Construction Standards is available at
www.ci.tukwila.wa.us and in the Public Works Department.
3. All utility work will be permitted under this permit. PW will not issue separate permits for utilities.
4. Storm Drainage -
a) This project adds more than 2000 SF of impervious surface in a steep -slope sensitive area. This
triggers a Technical Information Report per the 1998 King County Surface Water Design Manual.
Please provide. The City has a new Comprehensive Surface Water Management Plan on its
website that may prove helpful.
b) Based on the geotechnical reports for this site and for the adjacent SFR, this site will not
percolate. In addition, the roof downspouts can not outlet to steep (60 %) slopes. Splash blocks
may work for this site, if the flow distances can be met. The adjacent single family residence tied
the downspouts into a catch basin in 42 Av S.
c) Provide an erosion prevention plan suitable for steep slopes.
d) Provide a financial guarantee for erosion prevention for 150% of the value of the site work. This
financial guarantee will be released once final stabilization is approved by Public Works.
5. Right -of -way -
a) Applicant must provide checked items on attached Customer Assistance Bulletin A4 for all of the
utility work in the right -of -way.
b) The pavement in 42 nd Av S is less than three years old and can not be cut.
6. Sewer -
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a) Provide an explanation for not connecting to the sewer in 42 "d Av S.
b) For the sewer as shown on the plans:
• Copy of the new sewer easement that is shown running to the west,
• Copy of approval from Val Vue for side sewer location.
7. Steep slopes -
a) Provide a completed Sensitive Areas Hold Harmless. Contact me for the form.
8. Access -
a) For the access, provide a copy of the existing access and utility easement(s)
b) Describe the paving method and limits.
9. Grading -
a) Provide cut and fill volumes
10. Plans-Show:
a) Public Work's plan notes, modified to match this project. Include the "Call before you dig"
number, the geotechnical note (completed by the geotechnical engineer), contacts and others
4 that apply.
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b) Provide written direction in a prominent location that the excavated soils shall not be spread on
the site outside of the work limits
c) All easements, existing and proposed.
d) Work limits and the method to mark those limits.
e) Existing and proposed contours.
j f) Erosion prevention and sediment control plan appropriate for a steep slope.
g) All paved surfaces. Describe the paving method.
h) All new and existing utilities. Include existing utilities in the access from 42 Av S.
i) Where the underground power will begin
j) Work in the right -of -way, regardless of purveyor. Include power, gas, and cable, water, sewer, phone etc.
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City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
ROBERT N. PARNELL, PE
4422 187 PL SE
ISSAQUAH, WA 98027
RE: Permit No. D05 -102
13605 42 AV S TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for
additiona perios not exceeding 90 days each. Extension requests must be in writhm and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 05/07/2006, your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
V
J ifer Marshall,
Permit Technician
xc: Permit File No. D05 -102
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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' Brandon Miles - Trees'on Rehal Property Page 1
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From: Brandon Miles
To: rnparnell @hotmail.com
Date: 9/29/0511:42AM
Subject: Trees on Rehal Property
Robert,
According to an email you sent my supervisor Nora Gierloff one maple tree would be removed in order to
construct the one single family house. In the email it was noted that the tree was hazardous. On
Tuesday, September 27, 2005 1 conducted a site visit and other trees were removed that were not listed
as needing to be removed.
The removal of any tree greater than four inches in diameter on a steep slope requires the approval of a
tree clearing permit. As part of the three clearing permit a landscaping plan must be prepared and
submitted to the City.
I don't want to stop work on the house, but for now no trees can be removed on the property without first
approval from the City. The trees that will be required to be replaced would be best done after the
construction of the 2nd house.
I have attached a tree clearing permit with this email.
Brandon J. Miles
Assistant Planner
Department of Community Development
City of Tukwila
tel (206) 431 -3684
fax (206) 431 -3665
bmiles@ci.tukwila.wa.us
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1908
July 5, 2005
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Robert Parnell, PE
Robert Parnell Company
4422187 1h Place SE
Issaquah, WA 98027
RE: Rehal Short Plat L05 -026
Your Letter dated June 27, 2005
Dear Mr. Parnell:
DCD has reviewed you letter dated June 27, 2005 regarding the Rehal Development and
SEPA review.
The City's Public Works Department is currently reviewing the revised cut/fill calculations
for the project.
i You are correct that under the exemptions laid out in Washington Administrative Code
(WAC) 197 -11 -800 the construction of a single family home is exempt from SEPA review.
However, under WAC 197 -11 -305 (b) (i) a project is not exempt if the proposal is a
segment of a proposal that includes a series of actions, physically or functionally related to
i each other, some of which are categorically exempt and some which are not.
Land altering activities that cut/fill more than 500 cubic yards are not exempt from SEPA
review (WAC 197 -11 -800 (1) (v)).
The fact that the land altering activities are for the construction of one single family home
and an exempt short does not exempt the land altering activities from SEPA. The amount of
cut/fill for the single- family home is unusually high.
The City does not require a separate land - altering permit for a project that has an issued
building permit. Public Works activities are incorporated into the building permit
application.
Please note that if the Rehals withdraw the short plat application in order to get the building
permit issued for the single family home without going through SEPA, when they resubmit
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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the short plat application the City will consider cumulative impacts from both the
construction of the single family home and the short plat.
The matter between Patty Pavong and the Rehals is a private matter.
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If you have any questions please call (206) 431 -3684 or send an email to
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R.N. PARNELL COMPANY
June 27, 2005
PERMANENT FILE COPY
Brandon J. Miles
Assistant Planner
Tukwila Dept. of Community Dev.
6300 Southcenter Boulevard, Suite #100
Tukwila, WA 98188
Subject: Rehal Short Plat L05 — 026 ID 05 1 �--
Dear Mr. Miles:
CIVIL ENGINEERING
WATER RESOURCES
ENGINEERING MANAGEMENT
ENVIRONMENTAL. SERVICES
CONSTRUCTION MANAGEMENT
R ECEIVED
JUL 2 5 2005
I urnvvi&.rN
PUBLIC WORKS
I am providing the additional information requested in your May 5, 2005 letter
concerning the Rehal 2 Lot Short Plat at 13601 '/2 42 nd Avenue South, Tukwila.
1. Estimate of total cut/fill for the project area including proposed construction
activities and the single family dwelling being processed under D05 -102. 1
previously provided to the city and by my May 18, 2005 residential D05 -102
resubmittal with cut/fill quantity shown on the plans.
Cut quantity provided for Lot 2 development was 600 cy and fill quantity was
800 cy, including 200 cy for utility bedding and driveway subsurface /surface
for the single - family residence permit D05 -102. Most of the short plat
infrastructure would be installed during the construction of the new home,on
Lot 2. Lot 1 new home, after short plat and new tax lot number, is estimated at
200 cy. Total cy for the project area is estimated at 800 cy cut and 1000 cy fill. 6u-
However, see my revised 450 cy cut/fill for the one single- family residence
described below.
os
2. Geotechnlcal Report referencing the short plat and all improvements
associated with the short plat was prepared by Geo Group Northwest, Inc. ? �-
Geotechnical Evaluation Report Proposed Residential Short Plat, 13601 '/2
42 "d Ave. South, Tukwila, WA, dated June 22, 2005.
Thank you for your June 9, 2005 letter concerning SEPA required for both the short
plat application and the pending building permit. We believe that WAC 43.21 C and
RCW 197 -11 -800 includes categorical exemptions for single - family residences, short
plats; and installation of utilities for this project.
Request that the City of Tukwila process the applications under WAC 197 -11 -305.
We further believe that the 500 cy landfill threshold is not applicable to this project.
A "For Sale" sign was installed at the driveway entrance to the Rehal parcel by John
L. Scott with Baljit Schmby listed as the Sales Associate. Mr. Schmby is a real estate
development consultant to the Rehal brothers.
4422 187th Place S.E. - Issaquah, WA 98027 - 425/643 -3560 - FAX 425/641 -5095
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RN Parnell Company, Robert N. Parnell PE., a professional civil engineer is providing
technical consultant services to the Rehal's for their short plat and the single family
residence.
I am preparing a separate letter to the city concerning SEPA,; however, at this time
request that both exempt projects application proceed with city processing under
SEPA rules pending resolution of the city imposition of SEPA.
I have also reviewed my single - family residential earthwork calculations to reduce
utility trench width, reduction of gravel import by using suitable native material for
private utility bedding and home site cut/fill reduction to obtain cut/fill estimated at 450
cy which is less than 500 cy such that the single family home may proceed and be
permitted. (Copy enclosed)
I understand that even with the single family application being under 500 cy, the short
plat itself would not add additional cut/fill cy, but the new lot home could add about
200 cy, therefore, the city would still impose SEPA because the parcel cubic yardage
exceeds 500 cublic yards unless the Short Plat application is withdrawn and the less
than 500 cy single - family residence application cut/fill verified by Tukwila staff.
The single - family residence is not a landfill but a single - family residence and that
according to WAC 197 -11 -800, single-family residences, utility installations, and
Short Plats are categorically exempt from SEPA. To believe otherwise is to double
permit by requiring a building permit for a single - family residence and then require a
' clear and grade permit plus SEPA process. Our experience indicates that most single
family residences construction with utilites is at least 200 cubic yards cut/fill.
As you know, Patty Pavong is desiring to be able to pave the driveway to her new
home, but is awaiting the Rehal permit approval for the Rehal's to install utilities
within the driveway. With the SEPA process being required, approval and
construction work could be at least 60 days or more away.
Brandon, thank you for your patience and planning support as we provide the
additional information necessary for a completed application sans a SEPA Check List
to be provided under separate cover due to the mailing lable requirement.
Please call me at (425) 643 -3560 if you desire additional information.
Sincerely 1 - -- ---- -�
Robert N. Parnell, PE
Enclosures;
As stated
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1906
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster Director
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June 9, 2005
Mr. Robert Parnell, P.E.
R NI Parnell Co
4422 1870' PL SE
Issaquah, WA 98027
RE: Notice of Incomplete Application
Rehal Short Plat, L05 -026
Dear Mr. Parnell:
This letter is to .Follow up an email that I sent you on June 1, 2005. As I noted in the email,
SEPA is required for both the short plat application (LOS -026) and the pending building
pennit for the single - family dwelling (D05 -102).
I would also ask that you provide a copy of this letter to the owners of the property who. I
assume are your clients. Over the past week, individuals have approached the City who are
interesting in purchasing the subject property. These interested buyers are under the
impression that preliminary approval has been granted for the short plat. Of course as you
are aware, preliminary approval has not been granted, in fact the application is still
incomplete and the City will not begin to review the application until those items outline in
this letter and the May 5, 2005 letter are submitted to the City.
Any interested buyers are welcome to contact the City regarding land use questions and the
status of any'pending applications.
Sincerely,
t
Brandon J. Miles
Assistant Planner
File'(L05 =026)'
6300 Southcenter Boulevard, Suite #100 • 'Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665
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May 5, 2005
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Mr. Robert Parnell, PE
RN Parnell Co.
4422 187` PL SE
Issaquah, WA 98027
RE: Notice of Incomplete Application
Rehal Short Plat, L05 -026
Dear Mr. Parnell:
The City of Tukwila's Planning Department received your application short plat approval on
April 27, 2005. On May 5, 2005 it was deemed to be incomplete because certain requirements of
the application were not provided:
Please provide the following:
1. Provide an estimate for the total cut/fill for the project area. Please note that estimated
cut/fill for the project needs to include all proposed construction activities, including the
dwelling that is currently under plan review.
2. The Geotechnical Evaluation provided appears on to reference the proposed construction
of the new single - family house. Revise the geotechnical evaluation to reference the short
plat and all improvements associated with the short plat.
Please note that the Department shall cancel an incomplete application if the applicant fails to
submit the requested information within 90 -days following notification from the Department that
the application is incomplete. The Department may extend up to 120 days if the applicant
submits a written request for an extension prior to cancellation. The request must clearly
demonstrate that the delay is due to circumstances beyond the applicant's control (such as the
need for seasonal wetland data) or unusual circumstance not typically faced by other applicants,
and that a good faith effort has been made to provide the requested materials (TMC 18.104.070).
6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431.3665
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Once the above - mentioned information is provided, City staff can begin to review the
application. If you have any questions, please feel free to call me at (206) 431 -3684 or you can
email me at bmiles0mci.tukwila.wa.us
Sincerely,
r J. Mil
Assistant Planner
CC. File (L05 -026)
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WAC 197 -11 -305 Categorical exemptions. (1) If a proposal fits within
any of the provisions in Part Nine of these rules, the proposal shall be
categorically exempt from threshold determination requirements (WAC 197-
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agree that another agency should be the lead agency. Agencies may petition
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WAC 197 -11 -070 Limitations on actions during SEPA process. (1)
Until the responsible official issues a final determination of nonsignificance
or final environmental impact statement, no action concerning the proposal
shall be taken by a governmental agency that would:
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(2) In addition, certain DNSs require a fourteen -day period prior to
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such activity is not e3lempt under WAC 197 -11- 800(17), the activity may
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WAC 197 -11 -800 Categorical exemptions. The proposed actions
contained in Part Nine are categorically exempt from threshold
determination and EIS requirements, subject to the rules and limitations on
categorical exemptions contained in WAC 197 -11 -305.
Note: The statutory exemptions contained in chapter 43.21C RCW are not included in Part Nino. Chapter 43.21C RCW
should be reviewed in determining whether a proposed action not listed as categorically exempt in Part Nine is
exempt by statute from threshold determination and EIS requirements.
(1) Minor new construction — Flexible thresholds.
(a) The exemptions in this subsection apply to all licenses required to
undertake the construction in question, except when a rezone or any license
governing emissions to the air or discharges to water is required. To be
exempt under this subsection, the project must be equal to or smaller than
the exempt level. For a specific proposal, the exempt level in (b) of this
subsection shall control, unless the city /county in which the project is
located establishes an exempt level under (c) of this subsection. If the
proposal is located in more than one city /county, the lower of the agencies'
adopted levels shall control, regardless of which agency is the lead agency.
(b) The following types of construction shall be exempt, except when
undertaken wholly or partly on lands covered by water:
r location of an residential structures of four s
(i) The construction o a y
dwelling units.
'i)IFhe , oafmg - shed; farm - equipment storage
building, produce storage or packing structure, or similar agricultural
structure, covering 10,000 square feet, and to be used only by the property
owner or his or her agent in the conduct of farming the property. This
exemption shall not apply to feed lots.
(iii) The construction of an office, school, commercial, recreational,
service or storage building with 4,000 square feet of gross floor area, and
with associated parking facilities designed for twenty automobiles.
(iv) The construction of a parking lot designed for twenty automobiles.
(v) Any landfill or excavation of 100 cubic yards throughout the total
lifetime of the fill or excavation; and any fill or excavation classified as a
Class I, II, or III forest practice under RCW 76.09.050 or regulations
thereunder.
(c) Cities, towns or counties may raise the exempt levels to the maximum
specified below by implementing ordinance or resolution. Such levels shall
be specified in the agency's SEPA procedures (WAC 197 -11 -904) and sent
to the department of ecology., A newly established exempt level shall be
supported by local conditions, including zoning or other land use plans or
regulations. An agency may adopt a system of several exempt levels (such as
different levels for different geographic areas). The maximum exempt level
for the exemptions in (1)(b) of this section shall be, respectively:
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(i) 20 dwelling units.
(ii) 30,000 square feet.
(iii) 12,000 square feet; 40 automobiles.
(iv) 40 automobiles.
(v) 500 cubic yards.
(2) Other minor new construction. The following types of construction
shall be exempt except where undertaken wholly or in part on lands covered
by water (unless specifically exempted in this subsection); the exemptions
provided by this section shall apply to all licenses required to undertake the
construction in question, except where a rezone or any license governing
emissions to the air or discharges to water is required:
(a) The construction or designation of bus stops, loading zones, shelters,
access facilities and pull -out lanes for taxicabs, transit and school vehicles.
(b) The construction and /or installation of commercial on- premise signs,
and public signs and signals.
(c) The construction or installation of minor road and street
improvements such as pavement marking, freeway surveillance and control
systems sai k-ead- protective - devices{- t i-neludrng- g-rade- separate
crossings), grooving, glare screen, safety barriers, energy attenuators,
transportation corridor landscaping (including the application of Washington
state department of agriculture approved herbicides by licensed personnel
for right of way weed control as long as this is not within watersheds
controlled for the purpose of drinking water quality in accordance with
WAC 248 -54 -660), temporary traffic controls and detours, correction of
substandard curves and intersections within existing rights of way, widening
of a highway by less than a single lane width where capacity is not
significantly increased and no new right of way is required, adding auxiliary
lanes for localized purposes, (weaving, climbing, speed change, etc.), where
capacity is not significantly increased and no new right of way is required,
channelization and elimination of sight restrictions at intersections, street
lighting, guard rails and barricade installation, installation of catch basins
and culverts, and reconstruction of existing roadbed (existing curb -to -curb in
urban locations), including adding or widening of shoulders, addition of
bicycle lanes, paths and facilities, and pedestrian walks and paths, but not
including additional automobile lanes.
(d) Grading, excavating, filling, septic tank installations, and landscaping
necessary for any building or facility exempted by subsections (1) and (2) of
this section, as well as fencing and the construction of small structures and
minor facilities accessory thereto.
(e) Additions or modifications to or replacement of any building or
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! facility exempted by subsections (1) and (2) of this section when such
addition, modification or replacement will not change the character of the
building or facility in a way that would remove it from an exempt class.
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(f) The demolition of any structure or facility, the construction of which
would be exempted by subsections (1) and (2) of this section, except for
structures or facilities with recognized historical significance.
(g) The installation of impervious underground tanks, having a capacity
of 10,000 gallons or less.
(h) The vacation of streets or roads.
(i) The installation of hydrological measuring devices, regardless of
whether or not on lands covered by water.
0) The installation of any property, boundary or survey marker, other
than fences, regardless of whether or not on lands covered by water.
(3) Repair, remodeling and maintenance activities. The following
activities shall be categorically exempt: The repair, remodeling,
maintenance, or minor alteration of existing private or public structures,
facilities or equipment, including utilities, involving no material expansions
or changes in use beyond that previously existing; except that, where
undertaken wholly or in part on lands covered by water, only minor repair or
replacement of structures may be exempt (examples include repair or
re plaserne nn- ring a F .3 €leats� ermeoring- buoy�c�� miner repair
alteration, or maintenance of docks). The following maintenance activities
shall not be considered exempt under this subsection:
(a) Dredging;
(b) Reconstruction/maintenance of groins and similar shoreline protection
structures; or
(c) Replacement of utility cables that must be buried under the surface of
the bedlands. Repair /rebuilding of major dams, dikes, and reservoirs shall
also not be considered exempt under this subsection.
(4) Water rights. Appropriations of one cubic foot per second or less of
surface water, or of 2,250 gallons per minute or less of ground water, for any
purpose. The exemption covering not only the permit to appropriate water,
but also any hydraulics permit, shoreline permit or building permit required
for a normal diversion or intake structure, well and pumphouse reasonably
necessary to accomplish the exempted appropriation, and including any
activities relating to construction of a distribution system solely for any
exempted appropriation.
(5) Purchase or sale of real property. The following real property
transactions by an agency shall be exempt:
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(a) The purchase or acquisition of any right to real property.
(b) The sale, transfer or exchange of any publicly owned real property,
but only if the property is not subject to an authorized public use.
(c) The lease of real property when the use of the property for the term of
the lease will remain essentially the same as the existing use, or when the
use under the lease is otherwise exempted by this chapter.
. (6) Minor land use decisions. The following land use decisions shall be s l '
exempt:
(a) Except upon lands covered by water, the approval of short plats r
short subdivisions pursuant to the procedures required by RCW 58.17.060,
but not including further short subdivisions or short platting within a plat or
subdivision previously exempted under this subsection.
(b) Granting of variances based on special circumstances, not including
economic hardship, applicable to the subject property, such as size, shape,
topography, location or surroundings and not resulting in any change in land
use or density.
(c) Classifications of land for current use taxation under chapter 84.34
RCW, and classification and grading of forest land under chapter 84.33
RCW.
(7) -' pen - lour -ning. Opening - bur -ni-ng --and- the- i-ssuanee- of- any4ieense -€��r
open burning shall be exempt. The adoption of plans, programs, objectives
or regulations by any agency incorporating general standards respecting
open burning shall not be exempt.
(8) Clean Air Act. The granting of variances under RCW 70.94.181
extending applicable air pollution control requirements for one year or less
shall be exempt.
(9) Water quality certifications. The granting or denial of water quality
certifications under the Federal Clean Water Act (Federal Water Pollution
Control Act amendments of 1972, 33 U.S.C. 134 1) shall be exempt.
(10) Activities of the state legislature. All actions of the state legislature
are exempted. This subsection does not exempt the proposing of legislation
by an agency (WAC 197 -11 -704).
(11) Judicial activity. The following shall be exempt:
(a) All adjudicatory actions of the judicial branch.
(b) Any quasi-judicial action of any agency if such action consists of the
review of a prior administrative or legislative decision. Decisions resulting
from contested cases or other hearing processes conducted prior to the first
decision on a proposal or upon any application for a rezone, conditional use
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permit or other similar permit not otherwise exempted by this chapter, are
not exempted by this subsection.
(12) Enforcement and inspections. The following enforcement and
inspection activities shall be exempt:
.(a) All actions, including administrative orders and penalties, undertaken
to enforce a statute, regulation, ordinance, resolution or prior decision. No
license shall be considered exempt by virtue of this subsection; nor shall the
adoption of any ordinance, regulation or resolution be considered exempt by
virtue of this subsection.
(b) All inspections conducted by an agency of either private or public
property for any purpose.
(c) All activities of fire departments and law enforcement agencies except
physical construction activity.
(d) Any action undertaken by an agency to abate a nuisance or to abate,
remove or otherwise cure any hazard to public health or safety. The
application of pesticides and chemicals is not exempted by this subsection
but may be exempted elsewhere in these guidelines. No license or adoption
of any ordinance, regulation or resolution shall be considered exempt by
virtue of this subsection.
(e) Any suspension or revocation of a license for any purpose.
(13) Business and other regulatory licenses. The following business
and other regulatory licenses are exempt:
(a) All licenses to undertake an occupation, trade or profession.
(b) All licenses required under electrical, fire, plumbing, heating,
mechanical, and safety codes and regulations, but not including building
permits.
(c) All licenses to operate or engage in amusement devices and rides and
entertainment activities, including but not limited to cabarets, carnivals,
circuses and other traveling shows, dances, music machines, golf courses,
and theaters, including approval of the use of public facilities for temporary
civic celebrations, but not including licenses or permits required for
permanent construction of any of the above.
(d) All licenses to operate or engage in charitable or retail sales and
service activities, including but not limited to peddlers, solicitors, second
hand shops, pawnbrokers, vehicle and housing rental agencies, tobacco
sellers, close out and special sales, fireworks, massage parlors, public
garages and parking lots, and used automobile dealers.
(e) All licenses for private security services, including but not limited to
detective agencies, merchant and /or residential patrol agencies, burglar
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and/or fire alarm dealers, guard dogs, locksmiths, and bail bond services.
(f) All licenses for vehicles for -hire and other vehicle related activities,
including but not limited to taxicabs, ambulances, and tow trucks: Provided,
That regulation of common carriers by the utilities and transportation
commission shall not be considered exempt under this subsection.
(g) All licenses for food or drink services, sales, and distribution,
including but not limited to restaurants, liquor, and meat.
(h) All animal control licenses, including but not limited to pets, kennels,
and pet shops. Establishment or construction of such a facility shall not be
considered exempt by this subsection.
(i) The renewal or reissuance of a license regulating any present activity
or structure so long as no material changes are involved.
(14) Activities of agencies. The following administrative, fiscal and
personnel activities of agencies shall be exempt:
(a) The procurement and distribution of general supplies, equipment and
services authorized or necessitated by previously approved functions or
programs.
(b) The assessment and collection of taxes.
opt o"f -aH- budgets- and - agency - requests- fbr- appropriat'
Provided, That if such adoption includes a final agency decision to
undertake a major action, that portion of the budget is not exempted by this
subsection.
(d) The borrowing of funds, issuance of bonds, or applying for a grant
and related financing agreements and approvals.
(e) The review and payment of vouchers and claims.
(f) The establishment and collection of liens and service billings.
(g) All personnel actions, including hiring, terminations, appointments,
promotions, allocations of positions, and expansions or reductions in force.
(h) All agency organization, reorganization, internal operational planning
or coordination of plans or functions.
(i) Adoptions or approvals of utility, transportation and solid waste
disposal rates.
0) The activities of school districts pursuant to desegregation plans or
programs; however, construction of real property transactions or the
adoption of any policy, plan or program for such construction of real
property transaction shall not be considered exempt under this subsection.
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(15) Financial assistance grants. The approval of grants or loans by one
agency to another shall be exempt, although an agency may at its option
require compliance with SEPA prior to making a grant or loan for design or
construction of a project. This exemption includes agencies taking
nonproject actions that are necessary to apply for federal or other financial
assistance.
(16) Local improvement districts. The formation of local improvement
districts, unless such formation constitutes a final agency decision to
undertake construction of a structure or facility not exempted under WAC
197 -11 -800 and 197 -11 -880.
(17) Information collection and research. Basic data collection,
research, resource evaluation, requests for proposals (RFPs), and the
conceptual planning of proposals shall be exempt. These may be strictly for
information- gathering, or as part of a study leading to a proposal that has not
yet been approved, adopted or funded; this exemption does not include any
agency action that commits the agency to proceed with such a proposal.
(Also see WAC 197 -11 -070.)
(18) Acceptance of filings. The acceptance by an agency of any
document or thing required or authorized by law to be filed with the agency
and for which the agency has no discretionary power to refuse acceptance
shall be exempt. No license shall be considered exempt by virtue of this
subsection.
(19) Procedural actions. The proposal or adoption of legislation, rules,
regulations, resolutions or ordinances, or of any plan or program relating
solely to governmental procedures, and containing no substantive standards
respecting use or modification of the environment shall be exempt. Agency
SEPA procedures shall be exempt.
(20) Building codes. The adoption by ordinance of all codes as required
by the state Building Code Act (chapter 19.27 RCW).
(21) Adoption of noise ordinances. The adoption by counties /cities of
resolutions, ordinances, rules or regulations concerned with the control of
noise which do not differ from regulations adopted by the department of
ecology under chapter 70.107 RCW. When a county /city proposes a noise
resolution, ordinance, rule or regulation, a portion of which differs from the
applicable state regulations (and thus requires approval of the department of
ecology under RCW 70.107.060(4)), SEPA compliance may be limited to
those items which differ from state regulations.
(22) Review and comment actions. Any activity where one agency
reviews or comments upon the actions of another agency or another
department within an agency shall be exempt.
(23) Utilities. The utility- related actions listed below shall be exempt,
except for installation, construction, or alteration on lands covered by water.
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The exemption includes installation and construction, relocation when
required by other governmental bodies, repair, replacement, maintenance,
operation or alteration that does not change the action from an exempt class.
(a) All communications lines, including cable TV, but not including
communication towers or relay stations. .
(b) All storm water, water and sewer facilities, lines, equipment, hookups
or appurtenances including, utilizing or related to lines eight inches or less in
diameter.
(c) All electric facilities, lines, equipment or appurtenances, not including
substations, with an associated voltage of 55,000 volts or less; and the
overbuilding of existing distribution lines (55,000 volts or less) with
transmission lines (more than 55,000 volts); and the undergrounding of all
electric facilities, lines, equipment or appurtenances.
(d) All natural gas distribution (as opposed to transmission) lines and
necessary appurtenant facilities and hookups.
(e) All developments within the confines of any existing electric
substation, reservoir, pump station or well: Provided, That additional
appropriations of water are not exempted by this subsection.
(f) Periodic use of chemical or mechanical means to maintain a utility or
transportation right of way in its design condition: Provided, That chemicals
used are eAVashi -ngten -state- department--ef-agricu tur-e -an
applied by licensed personnel. This exemption shall not apply to the use of
chemicals within watersheds that are controlled for the purpose of drinking
_water quality in accordance with WAC 248 -54 -660.
. (g) All grants of rights of way by agencies to utilities for use for
distribution (as opposed to transmission) purposes.
(h) All grants of franchises by agencies to utilities.
(i) All disposals of rights of way by utilities.
(24) Natural resources management. In addition to the other
exemptions contained in this section, the following natural resources
management activities shall be exempt:
(a) Issuance of new grazing leases covering a section of land or less; and
issuance of all grazing leases for land that has been subject to a grazing lease
within the previous ten years.
(b) Licenses or approvals to remove firewood.
(c) Issuance of agricultural leases covering one hundred sixty contiguous
acres or less.
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(d) Issuance of leases for Christmas tree harvesting or brush picking.
(e) Issuance of leases for school sites.
(f) Issuance of leases for, and placement of, mooring buoys designed to
serve pleasure craft.
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(i) Issuance of rights of way, easements and use permits to use existing
roads in nonresidential areas.
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residence or school and does not contain a residence or a school;
(ii) Includes personal wireless service antennas, other than a microcell,
and is to be attached to an existing structure (that may be an existing tower)
that is not a residence or school and does not contain a residence or school,
and the existing structure to which it is to be attached is located in a
commercial, industrial, manufacturing, forest, or agriculture zone; or
(iii) Involves constructing a personal wireless service tower less than
sixty feet in height that is located in a commercial, industrial, manufacturing,
forest, or agricultural zone.
(b) For the purposes of this subsection:
(i) "Personal wireless services" means commercial mobile services,
unlicensed wireless services, and common carrier wireless exchange access
services, as defined by federal laws and regulations.
(ii) "Personal wireless service facilities" means facilities for the provision
of personal wireless services.
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antenna that is either:
(A) Four feet in height and with an area of not more than five hundred
eighty square inches; or
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PLAN REVI B1V/R0 U T1 N G SLJP
ACTIVITY NUMBER D05-102 DATE 05/24/05
PROJECT NAME: Rehal Residence
SITEADDF SR 13605 42 " Ave S
Original Plan Submittal __Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # After Permit Is Issued
D EPARTM EN TS:
Building Division ❑ Fi re Prevention ❑ Planning Division ❑
Public Works., _ , _ m g,.,, , Lo, arpe tural ❑ Permit Coordinator 1
DEM MINATI N OF COMPLETENESS jue Thurs.) DUEDATE 05/26/05
Complete rd Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
I N CO M PL.I`TE LETTER MAILED: LETTER OF CO M PLETEV ESS M AI LID :
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials
TU ESITH U RS RD N G:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIB/VERS INITIALS DATE
APPROVALS 0 R CO RRB0TI0 N DUE DATE 06/23/05
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Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIB/V6R S INITIALS DATE
Permit Center Use Only
CO RREC11 O N LETTER MAI L ED:
Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -102 DATE: 03 -29 -05
PROJECT NAME: REHAL RESIDENCE
SITE ADDRESS:
X Original Plan Submittal 1U0015 — Response to Incomplete Letter #
Response to Correction Letter # Revision #after /before permit is issued
DEPARTMENTS'
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Building )D iJ's�ion J
Public Works, J, .. X1.1
42 AVENUE SOUTH
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Fire Prevention
Structural ❑
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Permit Coordinator X_
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete N1 Incomplete ❑
Comments:
DUE DATE: 03 -31 -05
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R0 TING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 04 - 28 - 05
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED: c
Departments issued corrections: Bldg ❑ Fire [I Ping ❑ PW Staff Initials: S
DATE:
Documents /routing slip.doc
2 -28 -02
PERMIT COORD CORY
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City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: h1tp:11ivww.ci.tulnvila.wa.its
Steve Lancaster, Director
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Perm Center. Revisions will not be accepted through
the mail, fax, etc.
Date: a3 c°7 Plan Check/Permit Number:
D05 -1
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name REHAL RESIDENCE
Project Address 1360542 N ' AVENUE SOUTH
Contact Person Robert Parnell Phone Number: 4 -2 - S
Summary of Revision:
RECRAM9
iCt1Y OF TUKVALA
MAY 2 3 2005
Sheet Number(s): C
"Cloud" or highlight all areas of revision includin date of revisions'
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Received at the City of Tukwila Permit Center by: i1t
,E!r Entered in Permits Plus on Ci 23
pplications forms - applications on line evision submittal
Created: 8 -13 -2004
Revised:
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I her a4 certify that the above sewer agency information is true. This certification shall be valid for one year
fro h date of siWMVe.
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By Title O Date
❑ Certificate of Sewer Availability OR
P.O. Box '50 -T - - -
Tukwila, WA 98168
Phone: (206) 242 -3236
Fax: (206) 242 -1527
❑ Certificate of Sewer Non - Availability
Part A: (To Be Completed by Applicant)
Pur VBuilding of Certificate:
Permit ❑ Preliminary Plat or PUD ❑ Other
❑ Short Subdivision ❑ Rezone
Proposed Use:
A Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other
Applicants Name: 44 L 6, R Si �� hq L Phone: pq? ce ll
Prop Addres r Apprxi ate Lo tion: Tax Lot Number:
(moo I �7 o v� S 73664:'c
Legal Description (Attach Map and Legal Description if necessary):
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Part i • B e C omp l eted • S ewer A
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1. e P a. Sewer Service will be provided by side sewer connection only to an existing b size sewer
- feet from the site and the sewer system has the capacity to serve the proposed use.
OR ❑ b. Sewer service will require an improvement to the sewer system of:
❑ (1) feet of sewer trunk or lateral to reach the site; and /or
❑ (2) the construction of a collection system on the site; and /or
❑ (3) other (describe):
2. (Must be completed if 1.b above is checked)
a. The sewer system improvement is in conformance with a County approved sewer comprehensive
plan,
OR ❑ ' b. The sewer system improvement will require a sewer comprehensive plan amendment.
3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary
Review Board approval for extension of service outside the District,
OR ❑ b. Annexation or BRB approval will be necessary to provide service. RECEIVED
4. Service is subject to the following: PERMIT: $
a. District Connection Charges due prior to connection MAR 2 9 2005
GFC: $ SFC: $ UNIT: $ TOTAL: $ PERM CENTER
(Subject to Change on January 1st)
King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly
by King County after connection to the sewer system. (Subject to change by King Co/Metro without
notice.)
b. Easements: ❑ Re Maybe Re
c. Other C�uf� t�u jC. c[c� ✓N�tG�C�I
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ATTACHMENT TO
VAL VUE SEWER DISTRICT
CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY
The following terms and conditions apply to the attached Val Vue Sewer District
( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate ").
1. This Certificate is valid only for the real property referenced herein ( "Property "),
which is in the District's service area, for the sole purpose of submission to the King County
Department of Development and Environmental Services, King County Department of Public
Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is
between the District and the applicant only, and no third person or party shall have any rights
hereunder whether by agency, third -party beneficiary principles or otherwise.
2. This Certificate creates no contractual relationship between the District and the
applicant and its successors and assigns, and does not constitute and may not be relied upon as
the District's guarantee that sewer service will be available at the time the applicant may apply to
the District for such service.
3. As of the date of the District's signature on this Certificate, the District represents
that sewer service is available to the Property through sewer systems that exist or that may be
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extended by the applicant. The District makes no other representations, express or implied,
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including without limitation that the applicant will be able to obtain the necessary permits,
approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien,
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City of SeaTac or any other governmental agency before the applicant can utilize the sewer
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service which is the subject of this Certificate.
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4. If the District or the applicant must extend the District's sewer system to provide
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sewer service to the Property, the District or applicant may be required to obtain from the
appropriate governmental agency the necessary permits, approvals and authorizations. In
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addition, the governmental agency may establish requirements that must be satisfied as a
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condition of granting any such permits, approvals or authorizations, which may make impractical
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or impossible the provision of sewer services to the Property.
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5. Application for and possible provision of sewer service to the Property shall be
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subject to and conditioned upon availability of sewer service to the Property at the time of such
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application, and compliance with federal, state, local and District laws, ordinances, policies,
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and /or regulations in effect at the time of such application.
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1 acknowledge that 1 have received the Certificate of Sewer AvailabilityINon Availability and this
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Attachment, and fully understand the terms and conditions herein.
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Appl cant's Signature Date ,
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8953910011270798.01(5SY601!.DOC (1/26/04)
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CITY Of TUKWILA Permit Center /Building Division:
Co►nrnunity Development Department 206- 431 -3670
Permit Center Public Works Department:
6300 Southcenter Blvd., Suite tot) 206 -433 -0179
Tukwila, WA 98188 Planning Division:
206- 431 - 3670
CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
PERMIT NO.:�� O �_
Part A. �T'o be completed by applicant
Site address (attach map and legal description showing hydrant location a nd size of main):
1 I\ J 1 -i
Owner Information ..: -
Agent/Contatt Person ,
Name: l_
Name:
Address: P
Address:
Phone: �
� b 39 L6 6
Phone:
This certificate is for the purposes of: °�a6 " °� 4S b4
[Z Residential Building Permit ❑ Preliminary Plat
❑ Commercial /Industrial Building Permit ❑ Rezone
Estimated number of service connections and water meter size(s):
Vehicular distance from nearest hydrant to the closest point of structure is
Area is served by (Water Utility District):
e
ture
❑ Short Subdivision
❑ Other
f'�
Date
Part`B: To be 'Co mpleted'by`water. utility;district ` / -
1. The proposed project is within TC.I �W i ��L �!� �►� (City /County)
2. o improvements required.
3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
(Use separate sheet if more room is
4. Based upon the improvements listed above, water can be provid d and will be available at the site with a flow of 600 gpm
at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations.
5. Water a ilability:
Acceptable service can be provided to this project RECEIVED
CITY OF TWM ILA
❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are me . -
❑ System is not capable of providing service to this project. MAR 29 2005
PERMIT CENTER
I hereby certify that the above information is true and correct.
Agen`/ hone By Date
lapplicallonsMater availability (7 -2003)
Printed: 9 -16 -03
J)05*---/4?000r
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Look Up a Contractor, Electrician or Plumber License Detail
Washington State Department of Labor and Industries
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.
License Information
License
DHIMAC *95008
Licensee Name
DHIMAN CORPORATION
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602464667
Ind. Ins. Account id
0
Business Type
CORPORATION
Address 1
802 45TH ST NE, # 1 -204
Address 2
03/14/2005
City
AUBURN
County
KING
State
WA
Zip
98002
Phone
2062450114
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
9/7/2005
Expiration Date
9/7/2007
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
SINGH, JASBIR
PRESIDENT
03/14/2005
SINGH, JASBIR
SECRETARY
03/14/2005
SINGH, KULBIR
TREASURER
03/14/2005
REEHAL, KULBIR
SINGH
VICE
PRESIDENT
1 03/14/2005
Bond Information
Bond Bond
Company Account Effective Expiration Cancel I Impaired Bond Received
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DHIMAC *95OC8 09/07/2005
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i 42 AVE. S '''� -� ��_Z \� Z .. i ---- --� \ X44
13601 " _
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tf I 0 ... _
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21f 161-f SO. •`l ' ' ( Y Y ! ,. .a V ' / ; LOT i �• -✓ 1
1 W
`� 1 f E r� < i ``> - �- 11 4501 SO. FT.
I r S89 *52 24 E 90.00 -- ' p _f -- -~ ~-- : - ~ ' f
4000 2 REbti4R C14P 13 31 ' ! W ICKERY T = 36S 11 Q. :��s .... • • : ,�� PARKING APRON bDRIVEWAY - �` /3_ - 4
l i� a , " �• �1 CRUSHED ROCK - f �� ' �,
& 1.02' E. .*)F PROP. COR. j `i'"a -- - -- -- 4" Pvt; - a PVC 4,r r Al c CLASSe .
15 4 ' PVC
3
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TL 532 o � � � � / . • • ' __ --- _ _
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SON
a l W Q r ,,,',r N78 38 57' TL 275
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F.F. =364'
PROPOSED HWSE -
13605 42 AVE. S
1 `�• ' LOT 2
J /
9 , 711 SQ. FT. �= "'r�D ' "-•-� ' • 1%
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, ' = REMOVE UNSAFE TREE /
> N89 52'24 "W 90.00 r � IL #0530
t o
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NOTE: PARCEL 1S BEING PROPOOED FOR A
IL 105 75 TWO LOT SHOR PLAT. LOT I AND LOT , ARE
T hF- pp,0t'OSEU CONFIGURATIONS.
PROPOSED LOT 21S THE LOCATION
I THIS BU 11JXNC PERMIT.
Ig
H
d
i
DATE I BY
LEGEN
_ _ - - _ - _ _ _ EXI: TING CONTOURS (2 FOC +1�
PR( POSEC CONTOURS (2 FO .3
EXIS s FT WME UTNJ TY EASEMENT
TO CITY OF SEATTLE frM 17M 3 TO BE
EXTOM SEED E D)
NOTE:
EXCAVA rED SOILS SHALL NOT BE SPREAD
ON THE 3tTE OUTSIDE OF THE WORK LETS
Locations shown for existing utilities are approk maw
Pnor to starting cormvucbon.
Contact ONE -CALL (1 for utility locations_
GEOTECHMCAL RMPM f
[I/ftM' IOM FORT
v SPSOU FAMLt CONTACTS:
1 3M % ACME SOUM 1. P�olect Robert N_ ParneN. PE (425)
DAIM M. �c WW
I 2. Caeso Engilww Robert N_ Parnel. PE (425)
OiA1Ell �� � �l< � 110
"go E MDWOUP 4611111111 40WW 3. Owner' ICIUbIr Sio Rehal (206) 235-2168
cHKD REMSM s APR
CUT :W
E XPORT i (DEBRIS ORGANIC REMOVED
PA PORT 200
FILL W)
SEPARATE PER1iRIT
MW or WiLA-M
i� Etec�ka!
PksnbL�g
�Gas17-
CRY Of Tuk - ;I.
Kmn DIW DIVISION
D I ID 9 0006
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE
OF 37TH AVENUE SOUTH BEING NORTH 03'50' 15" WEST AS
TOWN ON THE PLAT OF ROBBINS' VIEW TRACT ADDITION TO
RIVERT RECORDED IN VOLUME 17 OF PLATS, AT PAGE 90,
RECORDS OF KING COUNTY, WASHINGTON.
r
r!% clh ar- ^. c' be noWW to the gyp♦
of
Iy R;.r;S.• - wit'l require a r*w plan submittal
and may inc u le additional plan review fees.
Plan Mview awrovai is sLVAd do errors and
of 0cmuction IrImcm Noes dOES not ate
the vWaft d aw
C a m s is
ev
0M a
- ~
LEGAL DESCRIPTION
(PER CHICAGO TITLE COMPANY ORDER NO. 1143127)
ALL THAT PORTION OF LOT 1, BLOCK 5, ROBBINS VIEW TRACT ADDITION To RIVERTON.
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 90, IN
KING COUNTY, WASHINGTON, LYING NORTH OF A LINE DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST UNE OF SAID LOT WHICH BEARS NORTH 00'07'36"
EAST 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 78'39'09"
WEST 45.88 FEET TO A POINT ON THE WEST UNE OF SAID LOT WHICH BEARS NORTH 00'07
EAST 162.08 FEET FROM THE SOUTHWEST CORNER OF SOUTH UNE, SAID POINT BEING
DESI iATED HERON AS POINT 0 13".- TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH
310.00 FEET OF THE WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDITION;
TOGETHER WITH THAT PORTION OF THE EAST 80.00 FEET OF SAID TRACT A LYING NORTH OF
A UNE DESCRIBED AS •
BEGINNING AT THE ABOVE MENTIONED POINT "B" ON THE EAST UNE OF SAID TRACT;
THENCE NORTH 78 WEST 12.19 FEET; THENCE SOUTH 4840'49" WEST
93 -72 FEET TO THE SOUTHEAST CORNER OF THAT PORTION OF SAID TRACT DESCRIBED
ABOVE.
CONTOUR INTERVAL
2.00 U.S. FEET.
VERTICAL. DATUM: BENCHMARK:
TOP CENTER BOLT ON FIRE HYDRAM
ELEVATION = 336.58 U.S. FEET (ASSUMED;
�D rOR
C dr E vE0
po �Q�
cEOTECHNK& TE
I, t_C_ , the
archftwnV reviewed the geotechnical report, tided
T-� �.' prepared by �}� Fv 4�t'e«�° Il,���
�IN 1 V� _ and dated 1 ' I the report's reeorn , I exPlained to
the Owner the risks dix to slides and I ' ted the bons into the
design. I a A_Arished mires to reduce potential risk of injury or damage that might
he caused by any in the reporL
Date -5 c �
Wit:- �`'j•'� �?a^�'�.%5 r� 1 - i:��'_�.A.S. T:.c �:'�;�.�� :, :':i::t
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,ORRECTION
1 TR#
20 O p 40 MENEW
scale Feet
1 '= 20
TAX LW: lv
PAItNEU COWMY
C1V1L ENGINEERS—ENGINEERING MANAGEMENT
-- -- — c scow
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1 OF 3
BUILDING PERMIT #005 —102
SINCaM REFIAL RESIDEIICE
S PLAN
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TL ,0531 J -� a „ W 6 -- --- .-�.. s) •• ` . *:•. E t 2 RCP =331.45
.352-, �_ , ; ;� -.� •
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-- %3
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ND AVE. S - -- Z W
13601 42 $ /1 4� • •� : -�
- - -' ~ -- aw l • J I • �_ �� 34 �
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•- .___•• x �..� 7L 10271 � 546, "o
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sir 1 R - -__ -_ _ 5' 1 21,1611 SO. FT. \
EC. , v -__ `.348
J -. \ 352
LOT ) \ .
a -. • 11,4501 SO. FT. � r
S695224 E 90.00' ' • 0 ` 6 • : 1 ' 8! --- �' \ Q3 3 35 --i"'
1 2
RE CAP 13731 S ao ✓ -
do 1.02 E. OF PROP. COR• I : h • e a • r- • �: • �.--i S ILT F Cn 1 , y- / i� ` 3 3 ---,
N. r 6 --.
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N89 #5224 *W 90 00'
3 / / n 0530
/
�/ / 'r � /�/ / \ EXCAVATED SOILS SHALL NOT BE SPREAD
j �� �� �o ��� _._- —r ON THE SITE OUTSIDE OF THE WORK LOUTS
�NW , ��
NOTE: PARCEL. LS BEING PROPSOED FOR A
TL kV575 TWO LOT SHOR PLAT. LOT 1 AND LOT 2 ARE
THE PROPOSED CONFIGURATIONS.
PROPOSED LDT 2 IS THE LOCATION
FOR THL4 BUII.DIN(' PE3tJAM
g
" as •
GRAPHIC SCALE 1
0 20 4 0 +60
DATE BY REVISION IIPPR
ore= by •r..r by
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I
S=ft
MIM ,AXW
STANDARD STRENGTH
FILTER FABRIC GRATE
NOTE: ONLY TO BE USED WHERE
w ` II PONDING OF WATER ABOVE 7HE
�� CATCH BASIN WILL NOT CAUSE
TRAFFIC PR09LEMS AND WHERE
,1 CATCH BASIN i EROSION OF SLOPES. OVERFLOW WILL NOT RESULT IN
s�cr a Aft
kwcus7m
SM 4e ST. 1 , APT. I-M
AM
-- - -- 44= ism PL X 1EJ (am) 643 -moo + }
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CONST'RUC'TION =QUENCE
A detailed construction sequence is needed to ensure that erosion and sediment control measures am
applied at the appropriate tunes. A recommended construction sequence is provided below:
I. Hold the pre- construction meeting.
2. Flag or fence clearing limits.
3. Past a sign with the name and phone number of the ESC supervisor.
4. Install catch basin protection, if required.
5. Grade and install construction ent wl*s).
6. Install perimeter protection (silt fence, brush barrier, etc.).
7. Construct sediment ponds and traps.
8. Grade and stabilize construction roads.
9. Construct surface water eoetrols (interceptor dikes, pipe slope drains, etc.) simultaneously with
clearing and grading for project development.
10. Maintain erosion control measures in accordance with King County standards and manufacturers
rwo 11 lendations.
11. Relocate surface water controls or erosion control measures, or install new measures so that as sir
conditions change, the erosion and sediment control is always in accordance with the King C
Erosion and Sediment Control Standards.
12. Cover all areas that will be unwodwd for more than seven days during the dry season or two days
during the wet season with straw, wood fiber mulch, compost, plastic sheeting, or equivalent.
13. Stabilize all areas within seven days of reaching final grade.
14. Seed or sod any areas to remain unwocked for mat than 30 days.
is. Upon of dois ;eject, stabilize all disturbed areas and remove BMPs if appropriat• .
90,T SCR "'rALILA"M AM
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REC�VED
("Y OF TIM M"
M `Y 2 4 2 OC:
PEfIIT CEWM
TAX LOT: T7i0ip¢s1 �
IN
f
BUILDING PERMIT OWS -102
SMICs11 REF1Al RESIDEpCE
TESC 2 OF 3 ,�`'-
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STANDARD CONSTRUCTION NOTES
GEN
1. At least one week before beginning construction, contact Public Works Utilities Inspector
and schedule a precon s truction meeting.
Z' Notify the Utilities Inspector at 206- 433 -0179 at least 48 hours (2 working days) before
starting project site work-
Request a Public Works utility inspection at least 24 hours ( 1 working day) in advance
by calling 206-433-0179.
4 The Contractor assumes sole responsibility for worker safety, and damage to sbWures
and improvements resulting from construction operations.
6. The Contractor shall have the permit(s) and conditions, the approved plans, and a current
copy of City of Tukwila Devebprnent Guidelines and [design and Constriction Standards
available at the job site.
6 All work shall conform to these approved drawings. Any changes from the approved plans
require pre - approval from the owner, the engineer, and the City of Tukwila.
r r All methods and materials shall meet City of Tukwila Devekpmen Guidelines and Design
and Construction Standards, unless ofrwise approved by the Public Works Director.
8. Contractor shall maintain a current set of record drawings on -site.
9. Contractor shall provide record drawings prior to project final approval.
10. - ontractor shall provide traffic control and street maintenance plan for Public Works
approval before implementation.
1 t. All surveying for public fact tiles shall be done under the direction of a Washington licensed
land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control
zone, the Permittee shall provide conversion calculations to NGVD 1929. �I
daluln 11 W State Plane C
12 The Contractor shall replace, or relocate all signs damaged or removed due to
construction.
GRADING AND EROSION CONTROL NOTES
1. The erosion prevention and sediment control (ESC) measures on the approved
plans are minimum requirements.
2. Before beginning any construction activities establish the clearing limits and install
construction entrance.
3. Before any ground disturbance occurs all downstream erosion prevention and
sediment control measures (ESC) must be constructed and in operation. Install and
maintain all ESC measures according to the ESC plan.
4. ESC measures, including all perimeter controls, shall remain in place until final site
construction is completed and permanent stabilization is established.
S. From May 1 through September 30, provide temporary and permanent cover
measures to protect disturbed areas that will remain unworked for seven days or
more.
6. From October 1 April 30, provide temporary and permanent cover
measures to protect disturbed areas that will remain unworked for two deys or more.
In addition to cover measures, the Contractor shall:
Protect stockpiles and steep cut and fill slopes if unworked for more than 12
hours.
• StocklAe, on site, enough cover materials to cover all disturbed areas.
7. By October 8, seed all areas that will remain unworked during the wet season
(October 1 through April 30). Mulch all seeded areas.
UTILITY NOTES
1. All trench excavation operations shall meet or exceed all applicable shoring laws for
trenches. All trench safety systiems shall meet WISHA requirements.
2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5'
minimum horizontal separation from O#W u uti1tles•
3. Adjust all manholes, catch basks, and valves in public y or easements
after asphalt paving.
WORK Ml RIGHT- OFANAY
1. when activity is unattended, install a sign with minimum two -inch letters stating
Perrnittee or company name, and day and evening Phone numbers. TUC 11. 140
2. Install barricades, signs, warning lights, and safety ftvices sufficient to notify
public of or traffic hazard. Devices must remain until the obstruction is
Geared and the right-of-way is restored. T W 11.09.170.A
3. Maintain access to fire stations, fire hydrants, fire escapes. and fire fighting
equoTierlt. TW 11.09.180
4. Maintain access to property adjoining excavati or site work.
5. Preserve and protect all property adiGn excavation or sire work -
6. Restore disturbbanee to private and puubk property- TMC 11 .09220 D
7. Disturbance of survey monuments and markers requires the Dkec.Ws
preappmval . A licensed surveyor shall! replace disksbed morxurn a its and
markers.
S. Comply with all state and city laws and to protect Pk from air, water
and noise poekAM. TW 1109.210
9. k"AaA temporary sidewaic or curb ramp if permanent is blocked. 7W 1 092M
10. Coyer open excavation with rxxvslcid steel plates rartuped to elevation of
oonoguous right of way surface. Tic 11 220
11. Store all stocipft view al shat be stored in a sale mariner to prod the pubbc.
PAVEMENT RESTORATION
1. Compact backfill to compaction of undisturbed ground or compact ball to meet
City standards.
2. Restore pavement to its original condition immediately following backfilling or
when concrete is cured.
a. Except for winter or other weather conditions which prevent paving, complete
paving, resurfacing, or facility replacement :
On principal arterial, major or collector street within 3 calendar days.
• On other streets within 7 calendar days
b. For work prevented due to weather,:
• Provide a temporary patch.
• Provide a construction schedule addressing means and methods to
minimize traffic disruption and to complete work as quickly as possible.
2 $TORM DRAINAGE NOTE
1. All methods and materials shall meet City of Tukwila Devokpment Guidelines and
Design and Construction Standards, and the current King County Surface Water
Design Manual, unless otherwise approved.
2. Mark all storm drain inlets with Dump No Waste' and either 'Drains to Streams',
"Drains to Wetlands', or `Drains to Groundwater", as applicable.
3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from
the edge of the driveway to the bottom of the ditch. Culverts shall have beveled
end sections that match the side slope.
'de
5. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or
other detection device and mark stub -out location with a 5-foot 2 0 x4' stake, buried
4-feet and labeled "storm' or 'drain ".
SANITARY SEWER NOTES
1. All methods and materials shall meet City of Tukwila Devekpvwn Guidelines and
Design and Construction Standards, unless otherwise approved.
2. The Contractor shall mark the end of the side sewer, inside the property line, with a 4
foot pressure treated 2 x 4, buried in the ground 4 feet. The buried end shall have a
2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 foot shall
be painted traffic yellow and the depth to the side sewer or tee shall be indicated in
black paint.
3. Install sanitary sewer lines at least 10 feet horizontally, measured edge to edge, from
any existing or proposed water supply and at least 18 inches below the bottom of a
water line.
WATER SUPPLY NOTES
1. The Contractor shall install corporate stops, water service lines, and meters. The
City of Tukwila will install the meters.
2. Pressure test all water mains and appurtenances.
3. Flush and disinftK1 new, cleaned, or repaired water mains.
4. Install restrained joints at all bends, tees, and other direction changes.
5. All water mains shall have a blow -off assembly at low point and an air vacuum relief
valve at high point of main.
6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18'
above the finWied grade. The assembly shall have a dear zone around hydrant of
at least 3W and the pumper port shall face street or fire access.
7. The installer of a fire line baddlow prevention device installed outside the building
and underground, shall have a Level III certificate of competency or a Level U
eontraclor`s certificate of competency. ff the installer is different from the backflow
prevention designer, the installer must stamp, sign, and date the plans, in addition
to the designer's stamp, signature, and date.
S. Install grater maims crossing sewer lines so that the bottom of the water main is at
least 18 inctles above the top of the sewer. Locate full section of grater pipe so that
its n* "A is above the sewer pipe at the crossing. This iristaaation
l�poi may require
special strucumal Support for the water and sewer pipe.
9. Ir>StaU water supply tines at least 10 feet horizonWy, measured edge to edge, from
airy e)os*V a sewer and &lest 18 irr im above the lop of a sewer.
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BUILDING PERMIT 0005 -102
SINCaF1 RENAL RESIDENCE
NOTES a DE-tpuLS
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ARCHITECT
PAYMENT OF USE FEE IS DUE ARCHITECTS
NORTHWEST, INC. PRIOR TO CONSTRUCTION VOR 5046 GISTERE�
EACH STRUCTURE BUILT FROM THESE PLANS.
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15 L 5. BUILDING PAPER -�►
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1. 62- 6 T`IIP5 r1M YVALLBOARD TWO SIDES.
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P2-1/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD
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2. FOR PI -3 t P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL
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S. NAILS SHALL BE 8d COMMON (0.131" DIAMETER)
4. INI-I PLYWOOD 15 2 SIDES OF WALL, JOINT5 SHALL FALL ON
SEPERATE STUDS EACH SIDE.
'-` • ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR
PI-6 t PI-4 SAAR WALLS, PI -3 AND P2 -3 SHEAR WALL5 REQUIRE
3x FRAMING AT PANEL ED&E5. INSTALL PANELS EITHER
HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED
SHEATHING, 6YP5UM SHEAR WALL5 SHALL BE INSTALLED WITH THE
SHEETS RUNNIN6 HORIZONTALLY. SPACE NAILS a 12 INCHES ON
CENTER 0 I NTERMED I ATE SUPPORTS.
6. 5 /8" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONb SPACED
A MAXIMUM OF 24 INCHES ON CENTER. 5/4" DIAMETER ANCHOR
BOLTS SHALL BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON
CENTER. PLATE WASHERS ON ANCHOR BOLTS SHALL BE 2x2x3/I6" U.N.O.
WASHERS TO BE GALVANIZED OR 5TAINLE55 STEEL.
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SHALL FALL ON SEPERATE STUDS EACH SIDE
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