HomeMy WebLinkAboutPermit D05-391 - GRAY RESIDENCE - FOUNDATION AND WALLSGRAY RESIDENCE
4044 S 128 ST
EXPIRED 05-03-07
D05 -391
OI 12
1908
City G. 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: ci.1mbvila.wa.us
DEVELOPMENT PERMIT
Steve Lancaster, Director
Parcel No.: 7340600686 Permit Number DOS -391
Address: 4044 S 128 ST TUKW Issue Date: 11/23/2005
Suite No: Permit Expires On: 05/22/2006
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
GRAY RESIDENCE
4044 S 128 ST, TUKWILA WA
GRAY, LEROY + MARCI
1760 FERRY AV SW, SEATTLE WA
LEROY GRAY
1760 FERRY AV SW, SEATTLE WA
Contractor:
Name: OWNER AFFIDAVIT ON FILE
Address: ,
Contractor License No:
Phone:
Phone: 260 660 -8667
Phone:
Expiration Date:
DESCRIPTION OF WORK:
DRAWINGS ARE FOR WORK TO COMPLETE FOUNDATION, CRIPPLE WALLS & STRUCT. TO REMEDY & REMOVE STOP WORK
ORDER.
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
doc: IBC - Permit D05 -391 Printed: 11 -23 -2005
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Value of Construction: $20,000.00
Fees Collected: $661.50
Type of Fire Protection: NONE
International Building Code Edition: 2003
Type of Construction: V -B
Occupancy per IBC: 0022
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N
Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling:
Start Time: End Time:
Land Altering:
Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load:
Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
doc: IBC - Permit D05 -391 Printed: 11 -23 -2005
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Cit y oY Tukwila
Steven M. Mullet, Mayor
Department of Commimity Developmeitt
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.tuknvila.wa.us
* *continued on next page **
Steve Lancaster, Directa-
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doc: 113C-Permit D05 -391 Printed: 11 -23 -2005
Of 12
G)
®_ 1908
City Co. Tukwila
Department of Comnuuiity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukivila.wa.irs
Permit Number:
Issue Date:
Permit Expires On:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -391
11/23/2005
05/22/2006
Permit Center Authorized Signature: Date:
I hereby certify that I have read and x m 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 constructioryq We performance of work. I am authorized to sign and obtain this development permit.
Signature:
Print Name:
Date:
_ /l�,c
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 -391 Printed: 11 -23 -2005
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City of Tul -wlla
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 7340600686 Permit Number: DOS -391
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Address: 4044 S 128 ST TUKW Status: ISSUED
Suite No: Applied Date: 11/04/2005
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Tenant: GRAY RESIDENCE Issue Date: 11/23/2005
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1: ** *BUILDING DEPARTMENT CONDITIONS * **
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2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
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3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
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4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
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start of any construction. These documents shall be maintained and made available until final inspection approval is
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granted.
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5: 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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6: 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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7: All wood to remain in placed concrete shall be treated wood.
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8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall
be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum
distance of 4- inches shall be maintained above the controls with the strapping.
13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of
Public Health - Seattle and King County (206/296 - 4932).
14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248 - 6630).
doc: Conditions D05 -391 Printed: 11 -23 -2005
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15 City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 / (206) 431 -3670
15: 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
i Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
i .
doe: Conditions D05 -391 Printed: 11 -23 -2005
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City of Tul�wlla
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
I governing this work will be complied with, whether specified herein or not.
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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: .
Print Name:
Date: -,9 :5 0 S
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doc: Conditions D05 -391 Printed: 11 -23 -2005
.1 5 ILA w CITY OF TUKWILA
g Community Development Department
Public Works Department
Permit Center
�` ► '� 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
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Building Permit No. p _ I
Mechanical Permit No.
t ue
Public Works Permit No.
Project No.
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
t maxx-- King Co Assessor's Tax
Site Address: A1(1K ��� Suite Number. Hoor.
Tenant
Property Owners
Mailing Address:
New Tenant: ❑ .....Yes ❑.. No
City state Zip
CONTACT PERSON
Name: Day Telephone: &(RD • 414yo • �9 Cap I
Mailing
E -Mail Address:
City Stile Zip
Fax Number _90ty - 1 1 • dJ��1
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name:
Mailing Address:
City State
Contact Person: Day Telephone:
E-Mail Address: Fax Number
Contractor Re Number. Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
I ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name:.
Mailing Address: r C/• IDOX " 1 4 V J liA C. taJfJ or- YY L\. i - 6 Yi 1/
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V wwo-rl City State Zip
Contact Person: AL.'L�i3 Day Telephone: 1
Ac_
E -Mail Address W 6bttLt�.w�t7 ��U�T�.IA o g: o� Fax Number. �OO• /
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I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record I
Company Name: A06"l T
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E-Mail Address: Fax Number:
q: \\permits phnVice changcs \permil application (7 -2004)
Reviscd: 6-8.05
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Page t
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BUILDING PERMIT INFORMATION — 206- 431 -3670
Valuation of Project (contractor's bid price): $ �_� 0 (7 Existing Building Valuation: $
Scope of Work (please provide detailed information): q- 4 omk- 14A ';;'Lte !Noy -K 49y'Ver,.
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Will there be new rack storage? ❑.. Yes r,..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 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following N\.011�
Lot Area (sq ft): Floor area of principal dwelling. Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standar Compact: — Handicap: ~
Will there be a change in use? ❑ .... Yes M. No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.. Sprinklers ❑.. Automatic Fire Alann & None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? [I.. Yes El.. No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
q:\\permiu plusWc changcalpermit application (7.2004)
Revised: 68.03 Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
I" Floor
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2 Floor
2 �,
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Y Floor
Floors thru
Basement
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11
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Accessory Structure*
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Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following N\.011�
Lot Area (sq ft): Floor area of principal dwelling. Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standar Compact: — Handicap: ~
Will there be a change in use? ❑ .... Yes M. No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑.. Sprinklers ❑.. Automatic Fire Alann & None []..Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? [I.. Yes El.. No
If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets.
q:\\permiu plusWc changcalpermit application (7.2004)
Revised: 68.03 Page 2
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PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179
Scope of Work (please provide detailed information):
Call before you Dig: 1. 800 -424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
! Water District
❑ ...Tukwila ❑... Water District 11125 ❑ .. Highline ❑ .. Renton
❑ ...Water Availability Provided
Sewer District
❑...Tukwila ❑...ValVue ❑ .. Renton ❑.. Seattle
... Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided
i ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by Bing County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size - 22" x 34")
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report [3-Traffic Impact Analysis
G
i ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agrcement(s) ❑... Hold Harmless
Proposed Activities (mark 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
❑ .. 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
❑ .. Grease Interceptor
❑ .. Channelization
❑ ..Trench Excavation
El.. Utility Undergrounding
❑ ...Permanent Water Meter Size... WO#
❑ ... Temporary Water Meter Size.. WO#
❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ "
❑ ...Sewer Main Extension ............Public _ Private
❑ ... Water Main Extension .............Public _ Private ._
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydmnt(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State tip
Water Meter Refund /Billing:
Name: Day Telephone:
Mailing Address:
City State zip
q;epennita prmUcc changes\permit application (7 -2003)
Revised: 6-8•05 Page 3
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MECHANICAL PERMIT INFORMATION — 206- 431 -3670
MECHANICAL
Company Name:
ACTOR INFORMATION
Mailing Address:
City state zip
Contact Person: Day Telephone:
E -Mail Address:
Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License trust be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement .... ❑
Commercial: New .... ❑ Replacement .... ❑
Fuel Tvne Electric ..... ❑ Gas .... ❑ Other:
Indicate type of mechanical work being installed and the quantity below:
Unit T ype:
Qty
Unit T ype:
Qty
Unit T ype:
Qty
Boiler/Compressor:
Qt
Furnace<IOOK BTU
Air Handling Unit >10,000
Fire Damper
0-3 HP 1100,000 BTU
CFM
Fumace>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/Wall /Floor
Ventilation System
Wood/Gas Stove
30-50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig /Cooling
Generator
System
Air Handling Unit
I
Incinerator - Comm /Ind
I
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested
in writing and justifiable cause demonstrated. Section 105.3.3 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I Aivi AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER O HORIZED AG
Signature: �O Date: S
Print Name: P � y [r7 t Day Telephone:
Mailing Address: �Z �y � r —^e 1A !D}� ,� -� Zc/ ��' 77� C
City State tip
Date Application Accepted: Date Application Expires: Staff Initials:
q: \Npertnits plusticc changeMpcanil application (7 -2004)
Revised: 6-8 -05 Page 4
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..�� City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.:
i Address:
Suite No:
Applicant:
7340600686
4044 S 128 ST TUKW
GRAY RESIDENCE
Receipt No.: R06 -00269
Initials: 3EM
User ID: 1165
Permit Number D05 -391
Status: ISSUED
Applied Date: 11/04/2005
Issue Date: 11/23/2005
Payment Amount: 58.00
Payment Date: 02/28/2006 10:55 AM
Balance: $0.00
Payee: LEROY GRAY CONSTRUCTION
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 16189 58.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts-
------------------------------ ---------- - - - - -- ------ - - - - --
PLAN CHECK - RES 000/345.830 58.00
Total: 58.00
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2961 02/28 9716 TOTAL 58.00
doc: Receipt Printed: 02 -28 -2006
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City of T
face
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.:
7340600686
Permit Number
D05 -391
! Address:
4044 S 128 ST TUKW
Status:
APPROVED
Suite No:
Applied Date:
11/04/2005
Applicant:
GRAY RESIDENCE
Issue Date:
Receipt No.:
i
R05 -01704
Payment Amount:
402.50
Initials:
7EM
Payment Date:
11/23/2005 09:28 AM
User ID:
1165
Balance:
$0.00
i
Payee: LEROY GRAY CONSTRUCTION
's
TRANSACTION LIST:
Type Method Description Amount
j Payment Check 16074 402.50
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 398.00
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 402.50
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96 a6 :1:11'23 ? ('16 T0TOL `02 -
doe: Receipt Printed: 11 -23 -2005
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RECEIPT
Parcel No.:
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Suite No:
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4044 S 128 ST TUKW
GRAY RESIDENCE
Permit Number D05 -391
Status: PENDING
Applied Date: 11/04/2005
Issue Date:
Receipt No.: R05 -01603
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i Initials: JEM
User ID: 1165
Payment Amount: 259.00
Payment Date: 11/04/2005 08:49 AM
Balance: $402.50
Payee: LEROY GRAY
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Cash 259.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 .18
PLAN CHECK - RES 000/345.830 258.82
Total: 259.00
T,-W5 11/04 "?"11.6 'fi:i 259.00
doc: Receipt Printed: 11 -04 -2005
INSPECTION RECORD
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INSPECTION NO. PERM N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0
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$58.00`1EINSPECTIO PEE REQUIRED. Prior to inspection, fee must be
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INSPECT ON NO.
CITY OF TUKWILA BUILDING DIVISIO
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(206)431-3�l)
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INSPECTION NO. PER 0
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INSPECTION NO. PER NO
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6300 Southcenter Blvd., #100, Tukwila; WA 98188 (206)431-36V
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INSPECTION RECORD
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INSPE e"Iq . PER I
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36
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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,
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Permit Technician
xc: Permit File No. D05 -391
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
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Steve Lancaster, Director
j Leroy and Marci Gray
1760 Ferry Av SW
Seattle, WA 98116
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RE: Request for Extension
Development Permit No. D05 -391
Gray Residence — 4044 S 128 St
Dear Leroy and Marci:
This letter is in response to your written request for an extension to Permit No. D05 -391. The Building
Official has reviewed your letter and considered your request to extend the above referenced permit. The
City of Tukwila Building Division will be extending the expiration date of your permit for an additional
180 days (through May 3, 2007).
If you should have any questions, please contact our office at (206) 431 -3670.
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File: Permit No. D06 -391
Steven M. Mullet, Mayor
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In the event you do not call for the above inspection and receive an extension prior to 11/04i2006, your permit will become null and
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Sincerely,
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Permit echnician
xc: Permit File No, D05 -391
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665
February 6, 2006
City of Tukwila Building Division
6300 Southcenter Blvd., #100
Tukwila, WA., 98188
Re: Gray Residence at 4044 South 128th, Tukwila; permit P05 -391
At the request of Leroy. Gray I visited the job on January 31, 2006. Leroy gave me a
copy of the inspection record card dated 1 -31 -06 and gave me a tour of the job.
I have revised the drawings to include what I think is necessary. Some of these items are
existing which might not have required being done but I have asked for them anyway. I
have not included any additional cross sections but I have included a sheet of additional
architectural plans (A -5) and a new sheet of structural plans (A -6) all of which include many
additional notes.
If you have any questions of these or any other items please give me a call.
P 1
ALLEN D ELLIOTT AIA
P/0 BOX 743 / 1 2636 CHILBERG ROAD
LA CON N ER, WASHINGTON 98257
360. 466.4461 206. 935.2000
FAX: 360.466.1 807 800. 303.4461
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PERMIT COORD Copy
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 - 391
PROJECT NAME GRAY RESIDENCE
SITE ADDRESS: 4044 S 129 ST
Original Plan Submittal
Response to Correction Letter #
DATE: 02 -08 -06
Response to Incomplete Letter #
X Revision # 1 After Permit Issued
DEPARTMENTS
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Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-09 -06
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ PIng ❑ PW ❑ Staff Initials:
TUESITHURS ROUTING:
Please Route d Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required ❑
DATE:
Notation:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS
Approved [3 Approved with Conditions ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents(rouling slip.doc
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DUE DATE: 03-09-06
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ACTIVITY NUMBER: D05 -391
PROJECT NAME:
GRAY RESIDENCE
SITE ADDRESS:
4044 S 128 ST
DATE: 11 -04 -05
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
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DUE DATE: 11 -08-05
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REVIEWER'S INITIALS:
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Documents/routing slip.doc
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DUE DATE: 12-06-05
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REVISION LOG
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City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ht P: / /www.ci.tukwila.wa.us
Steven M. Mallet, Mayor
Steve Lancaster, Director
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Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: Plan Check/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter # Of" t-W TUkWXA
❑ Revision # after Permit is Issued FE B 0 8 2006
Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER
Project Name:
Project Address:
Contact Pers
Summary of Revision: V Phone Number: Z O G , (d�= we,-) 0
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Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 1 U/
kappucationsvorms- applications on lineXrevision submitta
Created: 8 -13 -2004
Revised:
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CITY OF TUKWIL4 Permit Center /Building Division:
Community Development Department 206 - 431 -3670
Permit Center Public Works Department:
6300 Southcenter Blvd., Suite 100 206 -433 -0179
Tukwila, WA 98188 Planning Division:
206 -431 -3670
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an
unregistered contractor to perform construction work.
APPLICANT
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\applications\8 -2004 affidavit in lieu of contractor registration
Signed and sworn to before me this
---23 day of
NOTARY PUBLIC in and fdr'the State of Washington,
Residing at , County.
Name as commissioned: Z ad/Ua�'!
My commission expires: S ) -G(
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
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PERMIT NO.: �( _ ��
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1 have made application for a building permit from the City of Tukwila, Washington.
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1 understand that state law requires that all building construction contractors be registered with the State of
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Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of
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Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW
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18.27.090.
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1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of
Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions
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stated under RCW 18.27.090 applies.
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In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that
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after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized
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under this building permit to be exempt under No. / � , and will therefore not be performed by a registered
contractor.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an
unregistered contractor to perform construction work.
APPLICANT
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\applications\8 -2004 affidavit in lieu of contractor registration
Signed and sworn to before me this
---23 day of
NOTARY PUBLIC in and fdr'the State of Washington,
Residing at , County.
Name as commissioned: Z ad/Ua�'!
My commission expires: S ) -G(
18.27.090 Exemptions. This chapter shall not apply to:
contracts of amounts less than $500.00 for the
purpose of the evasion of this chapter or
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otherwise. The exemption prescribed in this
2.
An authorized representative of the United States
subsection does not apply to a person who
Government, the State of Washington, or any
advertises or puts out any sign or card or other
incorporated city, town, county township,
device which might indicate to the public that he is
irrigation district, reclamation district or other
a contractor, or that he is qualified to engage in
municipal or political corporation or subdivision of
the business of contractor;
this state;
11.
Any construction or operation incidental to the
3.
Officers of the court when they are acting within
construction and repair of irrigation and drainage
the scope of their office;
ditches of regularly constituted irrigation districts
or reclamation districts; or to farming, dairying,
4.
Public utilities operating under the regulations of
agriculture, viticulture, horticulture, or stock or
the utilities and transportation commission in
poultry raising; or to clearing or other work upon
construction, maintenance, or development work
land in rural districts for fire prevention purposes;
incidental to their own business;
except then any of the above work is performed
by a registered contractor;
5.
Any construction, repair or operation incidental to
the discovering or producing of petroleum or gas,
12.
An owner who contracts for a project with a
or the drilling, testing, abandoning, or other
registered owner;
operation of any petroleum or gas well or any
surface or underground mine or mineral deposit
P13
Any person working on his own property, whether
when performed by an owner or lessee;
occupied by him or not, and any person working
on his residence, whether owned by him or not but
6.
The sale or installation of any finished products,
his exemption shall not apply to any person
materials, or articles of merchandise which are not
otherwise covered by this chapter who constructs
actually fabricated into and do not become a
an improvement on his own property with the
permanent fixed part of the structure;
intention and for the purpose of selling the
improved property;
7.
Any construction, alteration, improvement or
repair of personal property, except this chapter
14.
Owners of commercial properties who use their
shall apply to all mobile, manufactured housing. A
own employees to do maintenance, repair, and
mobile /manufactured home may be installed, set
alteration work in or upon their own properties;
up, or repaired by the registered or legal owner,
by a contractor licensed under this chapter, or by
15.
A licensed architect or civil or professional
a mobile /manufactured home retail dealer or
engineer acting solely in his professional capacity,
manufacturer licensed under chapter 46.70 RCW;
an electrician licensed under the laws of the state
of Washington, or a plumber licensed under the
8.
Any construction, alteration, improvement, or
laws of the state of Washington while operating
repair carried on within the limits and boundaries
within the boundaries of such political subdivision.
of any site or reservation under the legal
The exemption provided in this subsection is
jurisdiction of the federal government;
applicable only when the licensee is operating
within the scope of his license;
9.
Any person who only furnished materials,
supplies, or equipment without fabricating them
16.
Any person who engages - *in the - activities herein
into, or consuming them in the performance of, the
regulated as an employee. of a registered
work of the contractor;
contractor with wages as his sole compensation;
10.
Any work or operation on one undertaking or
17.
Contractors on highway prvjects -who have been
project by one or more contractors, the aggregate
prequalified as required by chapter.13 of Laws
contract price of which for labor and materials and
of 1961, RCW 47.28.070 with the department of
all other items is less than $500.00, such work, or
transportation to perform highway construction,
operations being considered as of a casual, minor,
reconstruction, or maintenance work.
or inconsequential nature. The exemption
prescribed in this subsection does not apply in all
instance wherein the work or construction is only a
part of a larger or major operation, whether
undertaken by the same or a different contractor,
or in which a division of the operation is made into
\applications \0 -2004 affidavit in lieu of contractor registration
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SEPARAimC PERMIT
SIRED FOR:
W H deromf
of ,-
BUILDING DIM - S ION
ti
ENERGY CODE NOTES Q
METHOD
Presrxiplive with minimum requirements to equal or exceed Option 3 of Table 6-1,
Washington Energy Code, 2003.
FUEL
Gas..
HEATING SYSTEM
System is existing.
INSULATION
- New stud walls to have minknum of R 2t unfaoed batts or rigid as required for situation.
Insulate behind tubs and all partition intersections and comers. Where existing wags are
exposed insulate to maximum possible; R -13 if 2x4 studs.
- Floors over unheated space to be minimum of R30.
- Roof for house to have minimum of R -30 rigid or batt insulation for joisted spaces.
Tnrssed or attic spaces to have R-38 insulation. Baffle as required to maintain roof
ventilation space of 1 112" minimum over bat and 1' minimum over rigid.
WINDOWS
New house windows to be vinyl units with glazing to be minimum of 314' overall thickness
with Northern Low E coating and argon gas fiBng.
VAPOR BARRIER
Minimum of 4 nA dear visqueen under gypsum wallboard (GWB) on insulated wags and
ceilings or to have vapor retardant paint.
EXTERIOR BUILDING PAPER
'Tyvek' or Typal'.
AIR LEAKAGE
Exterior joints around window and door frames to be fully caulked. Joint between window
or door frames and framing to be foamed full. Joint between foundation and sill plate to
have sill seater emulation where required by detail Any penetrations of buildmg to be
caulked andlor foamed full. Recessed tight fixtures in insulated ce0ng to meet requirements
of WEC.
EXHAUST FANS
New bath fans to be mirlimurn of Nutone OT-80 or OT-100 where shown on plans.
WAchen fan to be min. of 125 CFM.
HOT WATER HEATER
Existing. Temperature to be set at 120F.
WHOLE HOUSE VENTILATION
Set up bath fan to function as whole house faun I not done by furnace.
SHOWER HEADS
Units to be limited to 3 gpm each.
TOILETS
Units to be knifed to 1 12 gallons per flush.
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INDEX of DRAWINGS
A -1 SITE PLAN & BUILDING DEPARTMENT NOTES
A -2 EXISTING & PROPOSED FLOOR PLANS
A -3 STRUCTURAL PLANS
A -4 STRUCTURAL NOTES
&A -10 PWIM M AH /V
A -& i-l- rKu6 -fuKAv t'UANN/
BUILDNG DEPARTMENT NOTES
ALTERATIONS TO RESIDENCE AT 4044 -128TH AVE. SOUTH,
TUKWILA, WA.
Job Address: 4044 -128th Avenue South
Tukwila, WA., 98188
Scope of Work: Existing home has stop work order. Drawings are for work
LEGAL DESCRIPTION
Portion of Tract 46, Riverside Interurban Tracts:
Beginning at a lx*it on the West line of said Tract 46165.83 feet north of county road;
Thence East at naht angle to said West line 100 feet;
Thence South parrallef to said West line 182.9 feet to said county road;
Thence Westerly along county road to Wes! line of Tract 46;
Thence North alorx3 said West line 165.83 feet to point of beginning.
GENERAL NOTES
SCOPE OF WORK: Drawings and specifications if provided represent the work that Allen
D. Elliott, AiA (ADE) was contracted to do. Therefore, some finishes and details may not
be covered. For any questions regarding this item contact ADE.
BASIS OF DESIGN: This design is based on 2003 IBC or SBC, whichever is
applicable. All construction shall adhere to the minimum requirements of these codes. It
Shall be the Contractor's responsibility to adhere to these codes regardless of what is
shown on these drawings andlor specifications. Should conflicts arise arise between the
plans and specifroaations andfor code requirements the Contractor shag immediately notify
the ADE and suspend work until conflict is resolved.
VERIFICATION OF DIMENSIONS & CONDITIONS: Before beginning work
Contractor shall :anew and verily all dimensions on drawings as to accuracy. At beginning
of work on site Contractor accepts responsibil! )! for accuracy of dimensions. Contractor
shall also review conditions at site indudmg utilities and underground conditions. Any
conflicts or omissirms shall nmedialety be brought to the attention of ADE and no worts will
be done until co,. ! = ~t is resolved.
COMPETENT CONSTRUCTION PERSONNEL: Only competent personnel familiar
with construction -d safety practices germane to the project shown herein should be
employed to assemble and construct the work
SAFETY: Contractor shall be responsible for all required safety measures, precautions,
and acceptable methods used to ensure the safety of workers, others, and property.
Contractor shall adhere to all safety requirements of all government agencies.
STRUCTURAL CALCULATIONS. NOTES, & SPECIFICATIONS: If included in this
project they become a part of the contract documents. Contractor and all key construction
Personnel shall read and familiarize themselves with these documents.
TYPICAL DETAILS: Unless otherwise stated. the details and notes on the drawings are
intended to be t W81 and shall apply to skWar situations_ Contact ADE if any questions
arise.
OBSERVATION OF CONSTRUCTION: Allen D. Elliott, AiA strongly recommends
that the Owner. Contractor, or Builder retain ADE to provide on site observation of
construction. If employed, Contractor shag provide ADE with notice at least 2 days prior to
desired observation
COORDINATION OF OTHER TRADES & ORDER OF CONSTRUCTION:
Contractor shall coordinate all trades with respect to ail den>,s to be incorporated into project.
Order of construcbLa is the responsibility of the Contractor.
CHANGES: Contractor initiated changes shall be submitted in writing to ADE for approval
prior to fabrication or oonshkmcffi.
DRAWINGS: Drawings are the exdusive property of architect (ADE) and may be
reproduced a*Y With the written permission of architect. Authorized reproductions must
corny the name of a
DIMENSIONS: In general plan dimensions are to the face of slid or face of concrete
unless noted otherwise. Vertical dmensions are from top of slab or top of rough sub -floor
to top of plates or other frarwhg. Do not scale drawings.
FIRE BLOCKING: Provide fire blodang, draft stops, and fire stops in attics, ceiling spaces,
floors, and wall cavities as required by code.
ROUGH -INS: Verity all rough -in dimensions for equipment provided by others and to be
instatied under Oft a ntract Provide all blocking, backing, and Oft required for kWallation.
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NOTE: OFMIdAL DRAWINGS DATED 11 -01-05 WERE FOR WORK TO
ORIGINAL PEPJW FOR RIIISIHG HOUSE. I WAS CALLED
BACK TO J013 ON 1- 51406 STRUCTURE OBSERVED AT THAT TIME iS
ALSO LISTED AS EXISTING. DRAWINGS SHOW REVISIONS OR
ADDITIONS TO WHAT EXISTED. r;:15 10,
RECENED
C" OF R"*" tVISION
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s
stop work order.
Property Owner:
Leroy & Marcia Gr
w
�•
1760 Ferry Ave. S%
'.■
Seattle, WA., 98116
P. 206-937 -0649 F.206- 935 -5191
�`
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Leroy's cellular phone: 206- 66048667
Occupancy:
R -3
Contractor:
Owner
Assessor's Account No.:
734060- 0686 -02
Leal DessKiption:
Below
Buckling Code:
2003 1RC
Typ of Construction:
V B
O W W
Builder Height:
No change
Yards:
No change; see Site Plan, A -1
LEGAL DESCRIPTION
Portion of Tract 46, Riverside Interurban Tracts:
Beginning at a lx*it on the West line of said Tract 46165.83 feet north of county road;
Thence East at naht angle to said West line 100 feet;
Thence South parrallef to said West line 182.9 feet to said county road;
Thence Westerly along county road to Wes! line of Tract 46;
Thence North alorx3 said West line 165.83 feet to point of beginning.
GENERAL NOTES
SCOPE OF WORK: Drawings and specifications if provided represent the work that Allen
D. Elliott, AiA (ADE) was contracted to do. Therefore, some finishes and details may not
be covered. For any questions regarding this item contact ADE.
BASIS OF DESIGN: This design is based on 2003 IBC or SBC, whichever is
applicable. All construction shall adhere to the minimum requirements of these codes. It
Shall be the Contractor's responsibility to adhere to these codes regardless of what is
shown on these drawings andlor specifications. Should conflicts arise arise between the
plans and specifroaations andfor code requirements the Contractor shag immediately notify
the ADE and suspend work until conflict is resolved.
VERIFICATION OF DIMENSIONS & CONDITIONS: Before beginning work
Contractor shall :anew and verily all dimensions on drawings as to accuracy. At beginning
of work on site Contractor accepts responsibil! )! for accuracy of dimensions. Contractor
shall also review conditions at site indudmg utilities and underground conditions. Any
conflicts or omissirms shall nmedialety be brought to the attention of ADE and no worts will
be done until co,. ! = ~t is resolved.
COMPETENT CONSTRUCTION PERSONNEL: Only competent personnel familiar
with construction -d safety practices germane to the project shown herein should be
employed to assemble and construct the work
SAFETY: Contractor shall be responsible for all required safety measures, precautions,
and acceptable methods used to ensure the safety of workers, others, and property.
Contractor shall adhere to all safety requirements of all government agencies.
STRUCTURAL CALCULATIONS. NOTES, & SPECIFICATIONS: If included in this
project they become a part of the contract documents. Contractor and all key construction
Personnel shall read and familiarize themselves with these documents.
TYPICAL DETAILS: Unless otherwise stated. the details and notes on the drawings are
intended to be t W81 and shall apply to skWar situations_ Contact ADE if any questions
arise.
OBSERVATION OF CONSTRUCTION: Allen D. Elliott, AiA strongly recommends
that the Owner. Contractor, or Builder retain ADE to provide on site observation of
construction. If employed, Contractor shag provide ADE with notice at least 2 days prior to
desired observation
COORDINATION OF OTHER TRADES & ORDER OF CONSTRUCTION:
Contractor shall coordinate all trades with respect to ail den>,s to be incorporated into project.
Order of construcbLa is the responsibility of the Contractor.
CHANGES: Contractor initiated changes shall be submitted in writing to ADE for approval
prior to fabrication or oonshkmcffi.
DRAWINGS: Drawings are the exdusive property of architect (ADE) and may be
reproduced a*Y With the written permission of architect. Authorized reproductions must
corny the name of a
DIMENSIONS: In general plan dimensions are to the face of slid or face of concrete
unless noted otherwise. Vertical dmensions are from top of slab or top of rough sub -floor
to top of plates or other frarwhg. Do not scale drawings.
FIRE BLOCKING: Provide fire blodang, draft stops, and fire stops in attics, ceiling spaces,
floors, and wall cavities as required by code.
ROUGH -INS: Verity all rough -in dimensions for equipment provided by others and to be
instatied under Oft a ntract Provide all blocking, backing, and Oft required for kWallation.
l ncll i� la
s mum(1N
NOTE: OFMIdAL DRAWINGS DATED 11 -01-05 WERE FOR WORK TO
ORIGINAL PEPJW FOR RIIISIHG HOUSE. I WAS CALLED
BACK TO J013 ON 1- 51406 STRUCTURE OBSERVED AT THAT TIME iS
ALSO LISTED AS EXISTING. DRAWINGS SHOW REVISIONS OR
ADDITIONS TO WHAT EXISTED. r;:15 10,
RECENED
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ST ANDARD STR SP
BASIS OF DESIGN - APPLICABLE CODES:
This design is based on the I11C. 2003. All construction shall adhere to the minimum requirements
of the 2003•14T#Wl4T. V". Code. Contractor shall be responsible to comply with all OSIfA
and Slate tabor and Industries Standards. Contractor assumes fun responsibility as to construction
methods used. safety provisions employed. and the finished as -bullt condition of the structure and
related systems.
COMPETENT CONSTRUCTION PERSONNEL:
Orgy competent personnel familiar with construction and safety practices germane to the project
shown herein should be employed to assemble and construct the work. ,
TEMPORARY SUPPORT AND BRACING % -
Ge net 1. Provide adequate temporary support to all walls. roofs. beams. columns. and floors
during construction. Design of same is not Included herein. unless specifically shown. Contractor
or owner should check all temporary - supporting devices with a qualified person. Contractor shall
be responsible for the adequacy of all temporary and /or permanent support systems.
CONFLICTS OR ERRORS IN PLANS:
Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or
fabricator note any conflicts or errors in the Plans andlor specifications. they shall be brought to the -
immediate attention of the Engineer. If any questions arise during construction pertaining to any
structural matter. the Engineer shag be consulted immediately.
FOOTINGS. FOUNDATIONS. SLABS ON GRADE:
Foundations. Footings on Sol: General AN footings to bear on undisturbed existing soil, unless
otherwise shown in the plans or calculations. All organic and deleterious material beneath lire
footings. foundations and slabs to be removed and rep'aced with granular till compacted to 95%
relative compaction. Bottom of footings to be below locally prescribed frost zone. not less than 18'.
Replace all over- excavated areas with granular material compacted In 8' maximum lifts to 95%
Retalive Compaction (RC). All footings are proportioned and designed for 1.500 pst allowable soil
bearing pressure. unless other Information is supplied by [lie Owner or Owners representative.
Slabs on Grade Subgrade below slabs shall be simile• to the above. except that 92% relative
compaction is acceptable. A layer or free draining material and a suitable vapor barrier (designed
by others) are recommended for all interior slabs.
Contraction Joints. Contraction joints shall be provided in all slabs at a maximum of 12 feet on
center in each orthogonal direction. Contractor may use tooled joints or 'zip strips'. Light
gage metal -keyed joints are not recommended in slabs subject to vehicular traffic. Slab
reinforcement shall be continuous across all contraction joints.
Expans'sun (isolation) Joints. Expansion (isolation) joints are required whhere new concrete slabs
are poured against existing concrete or masonry. and where shown on file plans. Expansion
joint material shall be asphalt impregnated fiberboard or similar. % inch thick
Construction (cold) joints. Where used, the previously placed concrete surface shag be dean
and free of laitance. Reinforcing shall be continuous across the joint. Cold joints in slabs '
should be full depth. vertical face. and form a straight- tooled edge. Cold joints constructed in
this manner may also function as contraction joints.
Fooling Drains Fooling drains. with washed drain rock extending lo. within one fool of lop of
finished grade. shall be provided at the base of all footings and retaining walls. which WIN have.
earth placed against them. Fooling drains shall be 4" perforated pipe roiried downgradient to
daylight unless otherwise specified.
STANDARD CONCRETE:
Strength. Mix. Placirhg All concrete, unless otherwise specified In the Plans or Calculations. shall
attain a 28 day strength of rc = 2.500 psi, and shall contain not less than 5-112 sacks of cement per
cubic yard. Maximum watericement ratio shall be 0.50. and maximum slump = 4. Max. aggregate -
size = 718'. Mixing and pladng of concrete and selection of material to be In accordance with
IBC and ACI 304 (latest editions). Provide 5% air entraining In all concrete exposed to the earth or
weather.
Waterowd Concrete For concrete applications that are required to be waterproof. the Contractor
shag use KIM admixture by Krylon International Inc. (contact Marten Hansen (360) 6�0- 9036).
Contractor -shag follow manufacturers recommendations in use of KIM. No other admixtures shall
be allowed unless approved in advance by the Engineer.
CONCRETE REINFORCING:
i Strength. Srhlicirrv. Bending Reinforcing bars (rebar) shall be per drawings and sketches attached.
and shall be grade 40 (Fy = 40 ksi). unless noted otherwise. All reinforcing shag be detailed.
bolstered and supported in accordance with applicable ACI code. Bars shall be bent with minimum
6 bar diameter radius for sizes up to and including No. 8. and a bar diameter radius for bars larger
than No.8.
Ties. For reinforced concrete beams. walls.-columns. plasters. and any other element wherein the
main reinforcement bars are enveloped with fie bars (a k.a. sli mups). the tips shall be bent with the
least radius of bend so as to envelop line main rebars wirithout the tie bars cracking or breaking. The
lie bar ends shall overlap the main bars at least one bar diameter.. The diameter of bend shall not
be smaller than the diameter of the main bars in contact.
Slabs Slabs on grade that %-.ill be subjected to 'vehicular traffic shall have 6' minimum (thickness)
and thickened edges as described below. unless specified by others. Reinforcement
shag be 1`4 centered in the slab. at 16' O.C. eachiway. Such slabs shall have- thickened edges
consisting of a 12' x 12' minimum nonolgdc footing with 2 ea. 94 continuous al the top and bottom
of the foo'.ing. -
Reinforcement for slabs which will net be subjected to vehicular traffic shag be WYi1F.
6'x6'x10ga. or # at 24' O.C. each way. centered in a 4 slab.
Welded Wire Fabric Welded wre fabric (WWF) shag be ASTM A -185. Spice by lapping one
mesh +2' all sides.
Hooks For 180 degree hooks. provide a minimum of 2 -112 inches or 4 bar diameters extending
beyond the bend. For 90 degree hooks. provide a minimum of 12 inches extending beyond the
bend-
Cover - Provide the foNn.lirg minimum cover.
Footings and other unformed surfaces. distance from the bar to earth face -W
Formed surfaces in direct contact with earth ......2'
Surfaces exposed to weather .................. ..... 1 -112'
Surfaces exposed to sail water - - -- ---------- .........3"
Reba Spike Lap b Devefoa-nent Length - Splice, lap. and d , .rdopmert lengths shall be per the
`olloraing table (Table 1) unless noted otherwise.
From ACI 318.99 Section 12.1 ' _-
rc = 2.500 psi . I�Ghimum Concrete Strenyfh
Bar Diameters
2d (min.) Spacing And
d min.) Clear Cover
Examples
h.1:: ;Erwm
Steel
Strengo
Uncoated
Reknf. Bar
Epoxy Coated
P.eW. Bar
Uncoated
Epoxy Coated
94 N5
94 S-5 €
[R60 R40 40.000 psi
60.000 psi
32 d
49 d
38 d
58 d
16 in 20 in 2
libira
24 in 30 in 329
19 in 24 fn 29 b
in 36 in 43 in
Notes- d = rebar d .-rhe:ec. It bars #-7 Arid Larger increase lerg'.n tr 125.
See code for npgatr a ir;V t of I+,lh *eight ce: hcrete and
benefit due to cover > 12'
Table 1- Rebsr Developments Lenrlhs
EPDXY BOLT CONNECTIONS:
Gp-heat. Use Sirrgsai a oxy-6e L+a't system wii°h SET NO strength epoxy. well zinc plated. A347
'all 4 hread bolts as shopan i % the sketches. The end. edge distances. and depth of all drilled holes
sm be provided aWopriatety to required bolt (rod or stud) bads; all instalaten shat be in s&kt
aci# da.e w#h rrearhufacturer s recotnmerdat+on.
ExsGng Rg yft 11 is inhperagve lfbat no existing rebws are drilled or *A dur'sg the inslaftalion
epoxy bo"- First locate exisb. rergarcrg bars usirhg non -desccuc8v- t:hel?hods (Padwa*W)
and mark the focabons of V e reinforcerheshfs. Locate epoxy- oft and brAtitc m such as b avoid
tsAng any exi5txg rerhfaoeahents. Should llhe location of the bolts be greater than one inch torn
tine suggested in cati on in the drawings, or If minimum edge d llances cannot be au intashed eonsull
whdh WCE for further guidance.
4
STRUCTURAL. STEEL: '
G eneral . AN fabrication and erection of Structural Steel shall comply with the requirements of RISC
(Ninlir Edition). It Is strongly recommended that shop drawings be prepared under the supervision
of a Washington State Registered Engineer. and should bear Iris stamp and signalure.
Mal In . NI materials shall comply willi the following standards except where noted otherwise.
Wide flange. angles, channels. and plates: ASTM A36 (Fy =36 ksl) or better. Steel pipe shall be
ASTM A53. type E or S (Fy = 35 ksn, or ASTM A501 (Fy = 36 ksi). Structural Steel Tube sections
shall be ASTM A500. Gr. B (Fy = 46 ksl). It is the responsibility of the general contractor to ensure
that the steel chosen for saltwater and chlorine environments will be corrosion resistant. It Is also
lire responsibility of the contractor to ensure that steel coatings are compatible with wood pressure
treatments when In contact with these materials.
Weldi . Special Inspection for all structural welding shall be provided according to AWS DIA
unless exceptions apply per 17042. For shielded metal arc welding. use only low hydrogen
electrodes. min. 70 ksl.. In coirformence with current ANSI / AWS - code. AN base plates. beam
end plates. steel end connectors. stiffener plates. and bent plates at column ends shall be shop
fabricated unless otherwise noted or shown in tiie Plans or structural sketches. Weld size shall be
equivalent to or better than lire element- being welded, and shall be welded all around unless
otherwise noted. Care shag be taken to avoid excess warping of welded elements.
Bolls. Bolls and anchor bolts to be ASTM A307 grade A. unless otherwise shown. AN frame boiled
moment connections shall conform to ASTM A325F with special inspection per chapter 1704.
Provide standard washers under all nuts and anchor bolts. unless specifically prohibited elsewhere.
Ste Coating Systems
General. AN coaling systems shall be installed In strict accordance with manufacturer's
Instructions and recommendations. Touch up shaft also be in accordance with manufacturer's
recommendations.
Structural steel systems that will be exposed to the atmosphere shall be shop coated'with a 3-
coat system. Preparation shall be a commercial sandblast. 2 - 3 mil anchor pattern. The prime
coat shall be a 3-mil thick organic zinc primer. The intermediate and topcoats shag be 3 mils
thick each using a vinyl high build coating system. Unless otherwise specified by the owner.
the final color shall be 'primer gray'. Contractor shall verify this color with owner prior to any
paint application.
Steel which will not be exposed to the atmosphere shall be shop - or field coated with a 2 coal
system consisting of a 2 mg red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd
enamel. Preparation shall be wire brush leaning. Unless otherwise specified by the owner.
the final color shall be 'primer red'. Contractor shall verify this color with owner prior to any
paint application.
POWDER ACTUATED PIN CONNECTIONS ('POWER PINS').
General Unless otherwise specified In the Plans. use 0.145' diameter minimum for concrete or
steel. Minimum embedment length into concrete shall be 1 -114'. Minimum embedment length into
steel shall be: 318% or pin shaft through the member. whichever Is shorter. Install In strict
accordance with manufacturers recommendations.
Concrete Use For use with concrete. adjust spacing of pins. or pre -drill with 1116' diameter smaller
bit than pin. as necessary to avoid cracking of concrete.
CONVENTIONAL WOOD FRAMING:
Material Ail sawn framing lumber shall be Douglas Fit - Larch. Number 2 or better. unless
otherwise shown. This material may be either green (moisture content less than 25° /9). recycled
(reclaimed) or eonvenlionaliy kiln dried (in an approved kiln). Regarding radio frequency vacuum
(RFV) dried timbers: the effects of radio frequency vacuum drying on Douglas Fir limbers have yet
to be determined- Therefore. use of RFV dried Douglas Fir timbers is at the risk of the Contractor
and I or Owner.
General Constnicfion Pre -drill all nag holes where. required to avoid splitting. Connect all wood
members per iihese sketches. callouts. and the IBC. -
Anchor Bolls Anchor bolts'lo mud sill. use 518" diameter X 10" embedment at 48" OC. with 2"x T
x 3116" heavy steel washers. wrench light. unless otherwise shown.
Bull Up Beams Buell -up beams eonsisfrV of dimension lumber (typically 2X stock) are permitted
in Wou of sawn solid beams only if the 2xs are oriented such that they are not stacked on lop of
each •ilher with the sum of their weak axes resisting load. but are nailed together side -by -side. with
the sum of their strong axes resisting load. Use 16d face nags at W OC staggered into all tributary
members. No splices allowed.
ress Treated Lumber Use pressure treated lumber In contact with concrete and / or soil.
Selec',on of all metal connedors shaft be per manufacturer recommendation in respect to the
possible eorcosion by the wood treating chemicals (including naffs. bolls. Simpson or other framing'
connectors. etc.). For more information refer to Simpson Strang The 'Wood Construction
Connectors' Corrosion information (page 5).
Bloddrhg / Bridciing Provide full depth bridging or blocking at V OC max. in joist or rafters without
continuous plywood diaphragm connection on the top .
Provide sold blocking at all bearing points.
Framed floors which support posts shall be solidly blocked within the door to positively transfer
posts bads through the floor to the supports beneath
Piton Wafts All non shear wall partition walls an slabs shall be secured with 0.145' diameter
power pins at 12' OC. unless otherwise shown. Shear wag partition walls on slabs shall be
connected to the slab with the anchor baiting schedule shown above and herein.
Provide double joists under all non - bearing partition walls. Parbtiorn walls. which carry bads
nom abore. shaft bear on joists or beams sized to carry said loads -
Beam Supports (Trimmers]- All Gid -Lem or Paral am beams shall have (at a minimum) double
trimmers or a 4X post at each bearing point unless otherwise shown. Sawn beams 6X12 or less
may use single trimmer at bearing points. larger size sawn -beams to use double trimmer or 4X
post. Ail beam supports shag carry down through the structure to the foundation. Time supports
shah be blocked through a Poor at the minimum with a member of the same size or the same cross
sectona! area as the member above the Door. .
Bons Unless otherwise specified: Use washers on all bolts. tighten all bolts to a very snug wrench
tight condition; use standard A307 bolts: use hooks on an embedded anchor bolts. Provide the
Wowing minimum edge distances between cenferfrre of bolt and all edges of boiled wood. and
between cerserhrie of multiple bolts:
1 Inch diameter bolls ................... 2.5 inches
Sib inch diameter boils ............_ -.- 3 Inches
314 inch diameter bolts ........ . 3.75 inches
718 Inch diameter bolls 4.3 inches
pinimum distance between edge of bolt arW any edge of steel plate (angles. gussets. flanges.
webs, etc -) shag be one finch.
Engreer shag soedliaa'ly approve any bolted connection using less edge distance Ilan shown
above.
La-a Bogs AN fag belts greater in diameter than 114" shall have pilot holes pre - drilled Size of pilot
hole in treaded portion shall be 70% of the u itireaded shank diameter (or alternatively. 90% of
the hoot dwiheter of the tthreaded portion) unless noted Wxmwm Pilot hole ftateder of
ureveaded portion shall be The same dameter as the unthreaded shank 1611inimaim lag bolt
ei rkedrment into realm member stall be eight lanes the boft dametes.
Naas AN nails used and specified in drawings and sketches shat♦ be common write nags unless
shown other o-se. Common wire naffs may be substituted with h nags of the sane shank diameter
and same lengt1L Lfinimurn embedment into the r:hain supporting framing is 12 times the nail
dameia. urlms toted ollwwLe
PRE - FABRICATED FRAMING CONNECTORS:
LtarwL Simpson brand is specified. thowe er airy o0w nationally recognized brand (SiF.
V.C. elc.) may be used provided that they are equivaren in their ability to carry all appal bads in
all oriientab%6.
irhg a8a6m Tte Corz,rac or stQn inslait aR prefztrica(ed terns in syrct acordance %ith the
n-anufactcsefs recorrowe da5ons and regluirpsna is ! exposure, Oral and edge 6siances.
rais ... etc } Ttx road ca'ryirg capacity of tthe pre` ebriceed tern carrot be guaranteed i this
prwAsion is . adhered to_
kYeal#hcr E AN connectors exposed b weaUw cendRSons or excessive moisture shag be
p_ hol dipped gatranind (ASTM 123 and ASTM A153J coated egtivala t b Simpson Z-ilA"
(G18S. ASTU 653)1 or stainless stet+! (st*Vm stod connectors shall be used vnT're stainless steed
naki6 bolts, and other baev;014 R is the respor j of tree general contractor b ensure that the
connector ci* sen for healed and pressure created wood. and kw saRwratu er chlorine a wboninei;
.ail be corrosion resistant- Do not use Aahrnoriacal Copper Zshc Arsenate (ACZA) wood teafmenl
awlh irc fasteners Fastener corrosion proiectlon shag be at mirtirra A per the Snhpson
annutactnror
Hold Where holdowns are shown on the plans. Contractor shall supply the holdovm. the
factory specified anchor bolts. and factory specified bolls. lags. or nails that conned to the vertical
member. Vertical members shall be double 2x, or single 4x material unless otherwise specified.
Doubled vertical members shall be composed of either two full- height studs. or one fug- height stud
and one trimmer (of 6' min. length). Doubled 2x members must be nailed together using either 16d
nails at 3" o.c. or using sheathing edge nailing Into bow members. Single vertical members shall
be the full height of the wall. unless noted otherwise. Anchor bolls (for hold down attachment).
which are loo long to fit in the footing in a vertical orientation. may be bent in a smooth curve to a
maximum of 90 degrees and extended horizontally within the footing. Horizontal portion of bend
must be placed as dose to the bottom of the fooling as concrete cover requirements will permit.
'All -thread' may be substituted for long anchor bolts.
Use with Prefabricated Wood Products. I.e. Parallam. TJL etc The Contractor shall verify with the
prefab. wood manufacturer that the specified connectors will work as intended with their product.
Default onnector Types Unless otherwise shown, the following metal plate connectors shall be
used.
Post caps ....... ............................PC. AC, LCE or equal series
Post bases .... .............................PB series
Beam hangers ........................... op flange type. HB. JB. PF, HUSTF. HUTF. or equal.
Joist hangs ... .. ..........................0 series.
Truss and rafter holdowns ......... H2.5 at each heel to double plate.
PREFABRICATED WOOD PRODUCTS:
PSL's tParaljgl Strand Lumber) Where called for, use minimum 2.OE. 2.900 psi minimum
allowable bending stress. - These products are specified due primarily to their extremely high
strength values. They. must be stored and installed In strict accordance with marmfadurei s
recommendations. No substitutions are allowed.
Glue- Laminated Timbers Unless otherwise noted. all glu4am beams shall be 24F -V4 DFiDF
Industrial appearance grade. manufactured by an AiTC approved fabricator. Note that wane is riot
permitted for any piece of lumber used for laminations. For laminations that are made from multiple
pieces instead of single pieces. edge bonding Is required. Store and install In accordance with
manufacturer's recommendations. If these span continuously over one or more interior supports.
use 24F-V8 DFiDF. If visually exposed to interior living space, use Architectural Appearance
Grade.
Plawood or OSB Shear Wags AN plywood on shear wafts, except Type PWt. shall have all edges
blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear
wall shall be Type PW 1. All shear walls shall be positively connected to horizontal diaphragms at
their tops and bottoms per the Callouts herein. Plywood. use A.P.A. trademark COX plywood
unless otherwise noted. Store and Wall in accordance with the recommendations of A.P.A. and
IBC for shear resisting vertical and horizontal diaphragms. Nags Aft nail used and specified in
drawings and sketches shall be common wire nails (ASTM F1667) unless shown otherwise.
Common wire nags gs may be substituted with nags of the same shank diameter and same length.
Framing (studs) shall be Douglas Fir - Larch species unless otherwise noted in the ' plans and
sketches.
Plywood Roof It roof diaphragm is not specified in Plans or Calculations. use 112' over non -
blocked supports at 24" OC. Use IBC Case 1 pattem. Nail with 8d at W on edges. and 12` in field.
Contractor to verity all span ratings.
Floors All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the
Plans. Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans. nag
floe diaphragm using 10 penny (screw type nails recommended) at IV on edges. 12' in Geld. non-
blocked. per IBC Case 1 pattern.
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BUILDING DWISION
INDEX of DRAWINGS
A -1 SITE PLAN & BUILDING DEPARTMENT NOTES
A -2 EXISTING & PROPOSED FLOOR PLANS
A -3 STRUCTURAL PLANS
A -4 STRUCTURAL NOTES
BUILDNG DEPARTMENT NOTES
ALTERATIONS TO RESIDENCE AT 4044 -128TH AVE. SOUTH,
TUKWILA, WA.
Job Address: 4044 -128th Avenue South
Tukwila, WA., 98188
Scope of Work: Existing home has stop work order. Drawings are for work
LEGAL DESCRIPTION
Portion of Tract 46, Riverside Interurban Trails:
Beginnirg at a point on the West line of said Tract 46165.83 feet north of county road;
Thence East at right angle to said West lire 100 feet;
Thence South parrallel to said west line 182.9 feet to said county road;
Thence westerly along county road to west line of Tract 46;
Thence North Wong said West line 165.83 feet to point of beginning.
GENERAL NOTES
SCOPE OF WORK: Drawings and specifications if provided represent the work that Allen
D. Elliott, AIA (ADE) was contracted to do. Therefore, some finishes and details may not
be covered. For any questions regarding this item contact ADE.
BASIS OF DESIGN: This design is based on 2003 IBC or SBC, whichever is
applicable. All construction shall adhere to the minimum requirements of these codes. It
shall be the Ccurtractor's responsibility to adhere to these codes regardless of what is
shown on these drawings and/or specifications. Should conflicts arse arise between the
the plans and sp suspend and/or code requirements the Contractor shall immediately notify
spend work until conflict is resolved.
VERIFICATION OF DIMENSIONS & CONDITIONS: Before beginning work
Contractor she -, review and verify all dimensions on drawings as to accuracy. At beginning
of work on site Contractor accepts responsibility for accuracy of dimensions. Contractor
shall also review conditions at site inducting utilities and underground conditions. Any
conflicts or omi,-sions shall immediately be brought to the attention of ADE and no work will
be done until conflict is resolved.
COMPETENT CONSTRUCTION PERSONNEL: Only competent personnel familiar
with eonstructioti and safety practices germane to the project shown herein should be
employed to assemble and construct the work-
SAFETY'. Contractor shall be responsible for all required safety measures, precautions,
and acceptable methods used to ensure the safety of workers, others, and property.
Contractor shall adhere to all safety requirements of all government agencies.
STRUCTURAL CALCULATIONS, NOTES, & SPECIFICATIONS: If included in this
project they become a part of the contract documents. Contractor and all key construction
personnel shall read and familiaadze themselves with these documents.
TYPICAL DETAILS: Unless otherwise stated, the details and notes on the drawings are
intended to be typical and shall apply to similar situations. Contact ADE if any questions
arise.
OBSERVATION OF CONSTRUCTION: Allen D. Elliott, AIA strongly recommends
that the Owner, Contractor, or Builder retain ADE to provide on site observation of
desired observation
It a o , Contractor shall provide ADE with notice at least 2 days prior to
COORDINATION OF OTHER TRADES & ORDER OF CONSTRUCTION:
Contractor shaft coordinate all trades with respect to all items to be incorporated into project.
Order of wriskuction is the responsibility of time Contractor.
CHANGES: Contractor initiated changes shall be subrrdtted in writing to ADE for approval
prior to f abrication or consbuction.
DRAWINGS: Drawings are the exclusive property of architect (ADE) and may be
reproduced only with the written permission of architect_ Authorized reproductions must
carry the name o; archilect. _ - -- -- -
DIMENSIONS: In general plan dimensions are to the face of slid or face of concrete
unless noted otherwise. Vertical dimensions are from top of slab or top of rough sub
to top of plates or other framing. Do not scale drawings. -
FIRE BLOCKING: Provide fire bioddng. draft stops, and fire slops in attics om&V spaces.
floors, and wall cavities as requred by code_
ROUGH -INS Verify all rough -tin dinnensiorns for equipment provided by otiners and to be
installed under 0s contract Provide all blocking, bad". and jades required for i stalEa M
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stop work order.
Property Owner:
Leroy & Marcia Graayy
1760 Ferry Ave. SW
Seattle, WA., 98116
P. 206 -937 -0649 F.206- 935 -5191
Leroy's cellular phone: 206- 660 -8667
Occupancy:
R -3
Contractor:
Owner
Assessor's Account No.:
734060 - 0686 -02
Leal Description:
Below
Budding Code:
2003 1RG
Cons'iuction:
V B
=14
Building Height:
No change
Yards:
No change; see Site Plan, A -1
LEGAL DESCRIPTION
Portion of Tract 46, Riverside Interurban Trails:
Beginnirg at a point on the West line of said Tract 46165.83 feet north of county road;
Thence East at right angle to said West lire 100 feet;
Thence South parrallel to said west line 182.9 feet to said county road;
Thence westerly along county road to west line of Tract 46;
Thence North Wong said West line 165.83 feet to point of beginning.
GENERAL NOTES
SCOPE OF WORK: Drawings and specifications if provided represent the work that Allen
D. Elliott, AIA (ADE) was contracted to do. Therefore, some finishes and details may not
be covered. For any questions regarding this item contact ADE.
BASIS OF DESIGN: This design is based on 2003 IBC or SBC, whichever is
applicable. All construction shall adhere to the minimum requirements of these codes. It
shall be the Ccurtractor's responsibility to adhere to these codes regardless of what is
shown on these drawings and/or specifications. Should conflicts arse arise between the
the plans and sp suspend and/or code requirements the Contractor shall immediately notify
spend work until conflict is resolved.
VERIFICATION OF DIMENSIONS & CONDITIONS: Before beginning work
Contractor she -, review and verify all dimensions on drawings as to accuracy. At beginning
of work on site Contractor accepts responsibility for accuracy of dimensions. Contractor
shall also review conditions at site inducting utilities and underground conditions. Any
conflicts or omi,-sions shall immediately be brought to the attention of ADE and no work will
be done until conflict is resolved.
COMPETENT CONSTRUCTION PERSONNEL: Only competent personnel familiar
with eonstructioti and safety practices germane to the project shown herein should be
employed to assemble and construct the work-
SAFETY'. Contractor shall be responsible for all required safety measures, precautions,
and acceptable methods used to ensure the safety of workers, others, and property.
Contractor shall adhere to all safety requirements of all government agencies.
STRUCTURAL CALCULATIONS, NOTES, & SPECIFICATIONS: If included in this
project they become a part of the contract documents. Contractor and all key construction
personnel shall read and familiaadze themselves with these documents.
TYPICAL DETAILS: Unless otherwise stated, the details and notes on the drawings are
intended to be typical and shall apply to similar situations. Contact ADE if any questions
arise.
OBSERVATION OF CONSTRUCTION: Allen D. Elliott, AIA strongly recommends
that the Owner, Contractor, or Builder retain ADE to provide on site observation of
desired observation
It a o , Contractor shall provide ADE with notice at least 2 days prior to
COORDINATION OF OTHER TRADES & ORDER OF CONSTRUCTION:
Contractor shaft coordinate all trades with respect to all items to be incorporated into project.
Order of wriskuction is the responsibility of time Contractor.
CHANGES: Contractor initiated changes shall be subrrdtted in writing to ADE for approval
prior to f abrication or consbuction.
DRAWINGS: Drawings are the exclusive property of architect (ADE) and may be
reproduced only with the written permission of architect_ Authorized reproductions must
carry the name o; archilect. _ - -- -- -
DIMENSIONS: In general plan dimensions are to the face of slid or face of concrete
unless noted otherwise. Vertical dimensions are from top of slab or top of rough sub
to top of plates or other framing. Do not scale drawings. -
FIRE BLOCKING: Provide fire bioddng. draft stops, and fire slops in attics om&V spaces.
floors, and wall cavities as requred by code_
ROUGH -INS Verify all rough -tin dinnensiorns for equipment provided by otiners and to be
installed under 0s contract Provide all blocking, bad". and jades required for i stalEa M
FlEaMM
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STANDARD STRUCTUR S
BASIS OF DESIGN - APPLICABLE CODES:
This design Is teased on the IRC. 2003. All construction shag adhere to the minimum requirements
of the 2003.144AMAT. Vim,- Code. Contractor shall be responsible to comply with all OSIIA
and State Labor and Industries Standards. Contractor assumes full responsibility as to construction
methods used. safety provislons employed. and the finished as -built condition of the structure and
related systems.
COMPETENT CONSTRUCTION PERSONNEL:
Only competent personnel familiar with construction and safety practices germane to the project
shown herein should be employed to assemble and construct the work.
TEMPORARY SUPPORT AND BRACING: -
General Provide adequate temporary support to all walls. roofs. beams. columns. and floors
during construction. Design of same is not Included herein, unless specifically shown. Contractor
or owner should check all temporary- supporting devices with a qualified person. Contractor shall
be responsible for the adequacy of all temporary and/or permanent support systems.
CONFLICTS OR ERRORS IN PLANS:
Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or
fabricator note any conflicts or errors in the Plans and /or specifications, they shall be brought to the -
immediale attention of the Engineer. It any questions arise during construction pertaining to any%
structural matter. the Engineer shall be consulted immediately.
FOOTINGS. FOUNDATIONS. SLABS ON GRADE:
Foundations, Footings on Sol: General All footings to bear on undisturbed existing soil. unless
otherwise shown in the plans or calculations. All organic and deleterious material beneath the
footings. foundations and'slabs to be removed and replaced with granular full compacted to 95%
relative compaction- Bottom of footings to be below locally prescribed frost zone, not less than 18`.
Replace all over - excavated areas w ilh granular material compacted in 8' maximum lifts to 95%
Relative Compaction (RC). AN footings are proportioned and designed for 1.500 psi allowable soil
bearing pressure. unless other Information is supplied by the Owner or Owner's representative.
Slabs on Grade Subgrade belcry stabs shag be simlar to the above, except that 92% relative
compaction is acceptable. A layer of free draining material and a suitable vapor bamer (designed
by others) are recommended for all Interior slabs.
Contraction Joints. Contraction joints shall be provided in all slabs at a maximum of 12 feet on
center in each orthogonal direction. Contractor may use tooled joints or 'zip strips'. Light
gage metal -keyed joints are not recommended in slabs subject to vehicular traffic. Slab
reinforcement shad be continuous across ad contraction joints.
Expansion (isolation) joints. Expansion (isolation) joints are required where new concrete slabs
are poured against existing concrete or masonry. and where shown on the plans. Expansion
joint material shall be asphalt Impregnated fiberboard or similar. % inch thick.
Construction (cold) joints. Where used. the previously placed concrete surface shad be dean
and free of lattance. Reinforcing shaft be continuous across the joint. Cold joints In slabs
should be full depth. vertical face. and form a straight - tooted edge. Cold joints constructed M
this mariner may also function as contraction joints.
Fooling Drains Fooling drains, with washed drain rock extending lo. within one toot of top of
finished grade. shall be provided at the base of all footings and retaining walls. which will have.
earth placed against them. Footing drains shad be 4' perforated pipe routed downgradienl to
daylight unless otherwise specified.
STANDARD CONCRETE:
StrenglI Mix. Placing AN concrete, unless otherwise specified In the Plans or Calculations. shall
attain a 28 day strength of f c = 2.500 psl, and shad contain not less than 5 -112 sacks of cement per
cubic yard. Maximum water /cement ratio shad be 0.50. and maximum slump = 4'. Max. aggregate -
size = 718'. Mixing and placing of'all concrete and selection of material to be In accordance with
iBC and ACi 304 {latest editions). Provide 5% air entraining In all concrete exposed to the earth or
weather.
Waterproof Concrete For concrete applications that are required to be waterproof. the Contractor
shag use KIM admixture by Kryton International Inc. (contact Marten Hansen (360) 6�0- 9038).
Contraclor •shall follow manufactures s recommendations in use of KIM. No other admixtures shall
be allowed unless approved In advance by the Engineer.
CONCRETE REINFORCING:
+ S trength. Spfhcing. Bending Re'utiorkxrhg bars (rebar) shag be per diawing� and sketches attached.
and shall be grade 40 (Fy = 40 ksi). unless noted otherwise. AN reinforcing shall be detailed.
bolstered and supported in accordance with apjilicable ACi code. Bars shall be bent with minimum
6 bar diameter radius for sizes up to and indu_dirig No. 8. and $ bar diameter radius for bars larger
than No.8.
Ties. For reinforced concrete beams. wags. - columns. pilasters. and any other element wherein the
main reinforcement bars are enveloped with lie bars (a.ka. stirrups), the ties shall be bent with the
least radius of bend sb as to envelop the main rebars %% out the Cie bars cracking or breaking. The
lie bar ends shall overlap the -main bars at least one bar diameter. The diameter of bend shall not
be smaller than [he diameter of the main bars in contact.
Slabs Stabs on grade that well be subjected to vehicular traffic shag have 6' minimum (thickness)
and thickened edges as described below. ureess and specified ied by others. Reinforcement
shall be #4 centered In the slab. at 16' O.C. eachiway. Such stabs shalt have thickened edges
consisting of a 12' x 12' minimum monolitihic footir vAth 2 ea. 94 continuous at the top and bottom
of the footing.
Reinforcement for slabs which will not be subjected to vehicuta: traffic shall be WV'IF.
6'x6` x10ga. or ff3 at 24' O-C. each way. centered in a 4' slab.
Welded Wire Fabric Welded wire fabric (WVVF) shag be ASTM A -185- Splice by lap0m one
mesh 42' all sides.
lioo'ts For 180 degree hoof's. provide a minimum of 2 -112 inches or 4 bar diameters extending
beyond the bend. For 00 degree hooks. provide a minimum of 12 inches extending beyond the
bend.
Cover Provide the following nhinimum cove:
Footings and other unformed surfaces, distance from the bar to earth fare - - -3'
Formed surfaces in direct contad with earth .....2"
Surfaces exposed to weather------------- --- -- - - - - -1 -112"
Surfaces exposed to sail water....._......_......__...3•
Re'+ar Sotice Lao b Dpve- rooment Length Spice, lap. and development terxllhs SW be per Itp
fo'tomiN table (Table 1) unless noted othenNise-
From ACI 318-99 Section. 12.1 ` "'•err - -
j fc = 2.500 psi Wairrium Concrete Strength
Bar Diameters
2d (rwm-) Spacing l nil
d (rn;n.) ma' C^-er
Examples
V-1 - mourn
Steel
Stier h
Uncoa :ed
ReW. Bar
Epoxy Coated
Reg tau
Uncoated Epoxy Coated
04 05 06 X4 � 06
GR40 40.000 psi
GR60 60.000 psi
32 d
48 d
1
38 d
58 d
16 in 20 in 24 in 19 In 24 in 29 in
24 in 30 in 36 in 20-in 36 in 43 in
Notes: d = re!)ar da-- ,W..er . t: tears :7 a large: increase k-Agth tri 125.
See code for nac2taa sr9act of ill me ght concrete and
tens5t due b covey > 12'
Table 1- Rebar fkvdopment 1,en,"Ihs
EPDXY BOLT CONNECTIONS:
Ge•-he: at _ Use Sirnpsorf eooik -5e bolt system wth SET 14h strength epoxy. with zinc pealed~ A307
- a thread bolts as shown in tee skekthe<. The end. edge dstances. and depth of all drilled hole;
shad be provided appropriately to regwed bdl (rod or slid) bads; all irWaffabon sha8 be in stirict
aoa with rr•.antfadwer's reomi nendafta.
Er:st Rerifarcina R is i mperaWe that rho exis" rebass are dulled or cud du rV lhle 10610
,
epoxy bolting- Fist locate wdstsg rein`orcing bars using rav4estnutive methods (padhometer)
and mask the locations of tide rexhbori rherhls Locate epoxy - bolts and Wholes such as W avoid
lilting any existing reinforcements. Should the locaDw of to bolt be greater Khan one inch from
tt?e suggested location In the drawings. or if n**n urn edge distances cannot be a wirtained consult
wath'ACE for further guidance_
STRUCTURAL STEEL:
G ra . All fabrication and erection of Structural Steel shag comply with the requirements of A1SC
(Ninth Edition). It Is strongly recommended that shop drawings be prepared under the supervision
of a Washington Slate Registered Engineer. and should bear this stamp and signature.
Wt erials . All materials shall comply with the following standards except where noted otherwise.
Wide flange. angles. channels, and plates: ASTM A36 (Fy- ksl) or better. Steel pipe shag be
ASTM A53. type E or S (Fy = 35 ksl), or ASTM A501 (Fy = 36 ksi). Structural Steel Tube sections
shag be ASTM A500. Gr. B (Fy = 46 ksl). It is the responsibility of the general contractor to ensure
that the steel chosen for saltwater and chlorine environments will be corrosion resistant. 11 Is also
the responsibilily of the contractor to ensure that steel coatings are compatible with wood pressure
treatments when In contact with these materials.
W eldirw . Special Inspection for all strudurol welding shall be provided according to AWS 01.1
unless exceptions apply per 1704.2. For shielded metal arc welding, use only low hydrogen
electrodes. min. 70 ksi.. in conformance with current ANSI 1 AWS • code. AN base plates. beam
end plates. steel end connectors, stiffener plates. and bent plates at column ends shall be slap
fabricated unless otherwise noted or shown In Ifie Plans or structural sketches. Weld size shag be
equivalent to or better than the element- being welded. and shall be welded all around unless
otherwise noted. Care shag be taken to avoid excess warping of welded elements.
Bolts Bolts and anchor bolts to be ASTM A307 grade A. unless otherwise shown. AN frame lolled
moment connections shag conform to ASTM A325F with special Inspection per chapter 1704.
Provide standard washers under all ruts and anchor bolts. unless specifically prohibited elsewhere.
St eel Coating-Syste
General. AN coating systems shall be installed in strict accordance with manufacturers
instructions and recommendations. Touch up shag also be in accordance with manufacturer's
recommendations.
Structural steel systems that will be exposed to the atmosphere shall be shop coaled wbth a 3-
owl system. Preparation shag be a commercial sandblast. 2 - 3 mil anchor pattern. The prime
coat shall be a 3 -mll thick organic zinc primer. The intermediate and topcoats shall be 3 mils
thick each using a vinyl high -build coating system. Unless otherwise specified by the owner.
the final color shag be 'primer gray'. Contractor shag verify this color with owner prior to any
paint application.
Steel which will not be exposed to the atmosphere shall be shop or field coated with a 2 coat
system consisting of a 2 mil red oxide zinc chromate alkyd primer under a 2 mill long oil alkyd
enamel. Preparation shall be wire brush cleaning. Unless otherwise specified by the owner.
the final color shag be 'primer red'. Contractor shag verity this color with owner prior to any
paint application.
POWDER ACTUATED PIN CONNECTIONS {'POWER PINS').
General Unless otherwise spedified In the Plans. use 0.145' diameter minimum for concrete or
steel. lAinimum embedment length into concrete shad be 1 -114 Minimum embedment length Into
steel shall be: 318'; or pin shaft through [he member. whichever is starter. Install in strict
accordance with manufacturer's recommendations.
Concrete Use For use with concrete. adjust spacing of pins. or pre -drill with 1116' diameter smaller
bit than pin, as necessary to avoid rsaddng of concrete-
CONVENTIONAL WOOD FRAMING:
Material An sawn framing lumber shall be Douglas Fir - Larch. Number 2 or better. unless
otherwise shown. This material may be ellher green (moisture content less than 2596). recycled
(reclaimed) or conventionally loin dried (in an approved kiln). Regarding radio frequency vacuum
(RFV) dried Umbers: the effects of radio frequency vacuum drying on Douglas Fir timbers have yet
to be determined.. Therefore. use of RFV dried Douglas Fir timbers is at the risk of the Contractor
and l or Owner.
General Constriction Pre -drill all nail holes where. required to avoid spilling. Connect all wood
members per these sketches. carmuis. and the IBC. -
Anchor Bolts Anchor bolts'lo mud s6. use 518' diameter X 10' embedment at 48' OC, with 2' x 2'
x 3116 heavy steel washers. wrench tight. unless otherwise shown. -
_ & ill -Ua Beams Built-up beams consisting of dimlension lumber (typically 2X stock) are permitted
In lieu of sawn solid beams only if uhe 2)es are oriented such that they are not stacked on top of
each other with the sum of thew weak axes resisurg bad. but are nailed together side -by -side, with
Iha sum of umv strong axes resisting toad. Use 16d face nails at 6' OC staggered into all tributary
members. No splices slowed.
P: essuir Treated Lumber Use pressure treated lumber In contact with concrete and / or soil.
Selection of all metal connectors shall be per manufacturer recommendation in respect to the
pcssible corrosion by the wood treating chemicals (including nabs. bolts. Simpson or other framing
connectors. e(c.). For more information refer to Simpson Strong Tie 'Wood Construction
Connectors' Corrosion information (page 5).
Bbckirhg I Bridging Provide fug depth bridging or blocking at 8' OC max. in joist or rafters without
continuous plywood diaphragm connection on the top .
Provide solid blocking at all bearing points. .
Framed floors which support posts shag be solidly blocked wittnn the floor to positively transfer
posts bads through the floor to the supports beneath. - - -
ParbTon Wass. Ali run -shear wal partition wads on slabs shall be secured with 0.145 diameter
p ower pkm at 12' OC. unless otherwise shown. Shear wall partiition walls on slabs shall be
connected to the slab with the anchor bolting schedule shown above and herein. e
Provide double joists under all non-bearing partition walls. Partition walls. winch carry bads
from above. shall bear on joists or beams sized to carry said loads.
Beam Suoaorls (Trimmers). AN Glu -Lams or Parallam beams shall have (at a minimum) double
kirnmer or a 4X post at each bearing point unless otherwise shown. Sawn beams 6X12 or less
may use single trimmer at bearing points. larger size smim -beams to use double trimmer or 4X
post- An beam supports shall carry down through the structure to the foundation. These supports
s, as be blocked trough a floor at tie minimum with a member of the same size or the same cross
sectional area as the member above the floor. :
Molls Unless otherwise specified: Use washers on all bolts: tighten all bolts to a very snug wrench
tight condition; use standard A307 bolls. use hooks on all embedded and w bolts. Provide the
following minimum edge distances between cenferfnee of bolt and all edges of boded wood. and
bebNeen centerline of multiple bolts:
112 inch diameter bolts ................... 2.5 inches
5f8 irich diameter bolls '
...... 3 incIhes
314 inch diameter bolts .... ......... _... 3.75 inches
718 ketch diameter bolts -------- 4.3 inches
r
N nim um &02- r between edge of bolt and any edge of steel plate (angles. gussets. flanges.
webs. etc.) shall be one inch.
Engineer Shad s pa y approve any bolted connection using less edge distance than shown
above.
Lag Botts AN lag bolts greater in diameter than 114' shall have pilot tales pre - drilled- Size of pilot
hole ir.
treaded portion shall be 70% of uhe unthreaded shank d waeher (or ahernatively. 900% of
ithe root C:arneier of the threaded portion) cxitess noted otherwise. Plot hole diameter. of
unureaded portion spas be 9ie same diameter as Ce unthreaded shank_ Minirrnrn lag bolt
ernb" into main member shall be eight times the bolt diameter.
Maas An rob used and specked in drawings and sketches shall be cornam is'ire nals unless
shown otherwise. Common wire nails may be substituted with naffs of the same shank diameter
and same ieng►h Mrnirnurn ernbedmerht into the main supportin karang is 12 times the nail
darneler, udiess noted o0vervrise.
PRE - FABRICATED FRAI1gM CONNECTORS:
Mam�er. Simpson brand is specified. how - e +er ash► otthe! r•.a!ionaRy recognized brand {Silver,
KC. e',c.) may be used provided that they are eqwa�'_M in Wet ability to caay 41V applied bads in
as dxies�:a:�ons_
jta, ~: The Cort actor Shull ir+stalt all prefabricated items in strict accordance wd.'i the
r:na eacttrers reeonrnerrsations arnd requ wrtents (location. ehrposure, end and edge distances.
nail. _ etc.)` The load carrying capacity of the prefabricated item cannot be guaranteed R tens
pr0%isii&1n is riot a&Ared W.
fttlA�fier Exoosue: A# eorwadors exposed W weather conditions or excessive moistirre shall be
post hot ripped gaNm*ed (ASTU 123 and ASTU A153)� coated equkalent W Swpson Z4Aax
(G186. ASTU 653). or starless steel (starhfess steel eammmAors shall be used with stainless steel
rats` bolts. and other fasteners) R is The respaWbit y of the general conlrada b ensure that the
cnnector chosen for tested and pressure heated wood. and/or sa*Aater or chforM envfrairients
will be corrosion resistant. Do not use Ammoni�acai Copper Inc Arsenate (ACZA) wood treatrnent
with mno- coated fasteners- Fastener corrosion proteC501% shall be at min mxn per Rhe Soon
rrierufac Curer i P c n v. mendaGom
H Where holdowns are shown on the plans. Contractor shag supply the holdown. the
factory specified anchor bolls. and factory specified bolts. lags. or nags that connect to the vertical
member. Vertical members shall be double 2x, or single 4x material unless otherwise specified.
Doubled vertical members shall be composed of either two fug - height studs. or one fupfieight stud
and one trimmer (of 6' min. length). Doubled 2x members must be naged together using either 16d
nails at 3' o.c. g using shealhbV edge nailing into hO members. Single vertical members shag
be the fun height of the wall. unless noted otherwise. Anchor bolls (for hold down attachmenl).
which are too long to fit In the foaling in a vertical orientation. may be bent In a smooth curve to a
maximum of 90 degrees and extended horizontally within the footing. Horizontal portion of bend
must be placed as dose to the bottom of the fooling as concrete cover requirements will permit.
'Ail - thread' may be subsb'tuled for long anchor bolts.
Use with Prefabricaled Wood Products I.e. Paraga!% TJI. elc. The Contractor shall verify with the
prefab. wood manufacturer [hat the specified connectors will work as intended with their product.
Default Connecjor Tvoes Unless otherwise shown, the follaving metal plate connectors shall be
used.
Post caps ....... ............................PC. AC. LCE or equal series
Post bases .... .............................PB series
Beam hangers .......................... Top flange type. HB. A PF. HUSTF. HUTF. or equal.
Joist hangers :..........................0 series.
Truss )nr rafter holdowns ......... H2.5 at each heel to d -ruble plate.
PREFABRICATED WOOD PRODUCTS:
j?Sy (Parapet Strand Lumther) Where called for. use minimum 2.OE. 2.900 psi minimum
allowable bending stress.. These products are specified due primarily to their extremely high
strength values. They. must be stored and Installed in strict accordance with manufacturer's
recommendations. No substitutions are allowed.
_Glue- Laminaled Tin-WM Unless dhenwise noted. all gludam beams shag be 24F -V4 DFIDF
industrial appearance grade. manufactured by an AITC approved fabricator. Note that wane is not
permitted for any piece of lumber used for laminations. For laminations that are made from multiple
pieces Instead of single pieces, edge bonding is required. Store and install In accordance with
manufacturers recommendatlons. If these span continuously over one or more Interior supports.
use 24F -V8 DFIDF. If visually exposed to interior living space. use Architectural Appearance
Grade.
EbM d or 0 Shear W aOs. All plywood on shear walls. except Type PW1. shall have all edges
blocked. All blocking to receive edge nailing. Any exterior wag not specifically shown as a shear
wall shall be Type PW1. AN shear wags shall be positively connected to horizontal diaphragms at
their tops and botloms per uhe Catiouts herein. Plywood. use A.P.A. trademark CDX plywood
unless otherwise noted. Store and install In accordance with the recommendations of A.PA and
IBC for shear resisting vertical and horizontal diaphragms. Nails All nags used and specified in
drawings and sketches shag be common wire nails (ASTM F1667) unless shown otherwise.
Common wire nails may be substituted with nails of the same shank diameter and same length.
Framing (studs) shag be Douglas Fir - Larch species unless otherwise noted In the plans and
sketches.
ehmmW Ro If roof: diaphragm is not specified In Plans or Catculationsi. use 112' over non- -
blocked supports at 24' OC. Use IBC Case 1 pattern. Nag with ed at 6' on edges. and 12' in field.
Contractor to verify all span ratings.
Fl"s All wood floor diaphragms shag be glued and nailed. Use thickness as shown on the
Plans. Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans. nag
floor diaphragm using 10 penny (screw type nags recommended) at 6' on edges. 12' in field. non -
blocked, per IBC Case 1 pattern.
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