HomeMy WebLinkAboutPermit D05-393 - DOAK HOMES - NEW HOUSE•
DOAK HOMES
12248 46 AV S
D05 -393
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City o. Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: ci.ttt/nvila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 0179000965 Permit Number DOS -393
Address: 12248 46 "S TUKW Issue Date: 02/10/2006
Suite No: Permit Expires On: 08/09/2006
Tenant:
Name:
Address:
Owner:
Name:
Address:
Contact Person:
Name:
Address:
DOAK HOMES
12248 46 AV S, TUKWILA WA
DOAK DARRYL SR +ESTRELLA M
11812 26 AV SW, BURIEN WA
DARRYLDOAK
11812 26 AV SW, BURIEN WA
Contractor:
Name: DOAK HOMES INC.
Address: 11812 26 AV SW, SEATTLE, WA
Contractor License No: DOAKHI *092NZ
Phone:
Phone: 206 246 -6587
Phone: 206 246 -6587
Expiration Date: 08/08/2007
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 2,122 SF SINGLE FAMILY RESIDENCE WITH 448 SF ATTACHED GARAGE
PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, WATER METER
W /SERVICE LINE, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, PAVEMENT CUT & RESTORATION, AND
STREET USE.
Value of Construction:
$198,424.02
Type of Fire Protection
NONE
Type of Construction:
V -B
Fees Collected: $22,083.52
International Building Code Edition: 2003
Occupancy per IBC: 22
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: Y
Fire Loop Hydrant:
N
Number: 0
Size (Inches): 0
Flood Control Zone:
N
Hauling:
N
Start Time:
End Time:
Land Altering:
Y
Volumes: Cut 50 c.y.
Fill 50 c.y.
Landscape Irrigation:
N
Moving Oversize Load:
N
Start Time:
End Time:
Sanitary Side Sewer:
Y
Sewer Main Extension:
N
Private:
Public:
Storm Drainage:
Y
Street Use:
Y
Profit: N
Non - Profit: N
doe: IBC- Permit D05 -393 Printed: 02 -10 -2006
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City o Tukwila
o } y Department of Commimity Developmeitt
—r 6300 Southcenter Boulevard, Suite #100
-a
Tukwila, Washington 98188
Phone: 206 -431 -3670
1908 Fax: 206 - 431 -3665
Web site: ci.tulnvila.wa.us
Water Main Extension: N Private:
Water Meter: Y •
* *continued on next page **
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Steven M. Mullet, Mayor
Steve Lancaster, Directoll
Public:
doc: IBC- Permit D05 -393
Printed: 02 -10 -2006
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w City o� Tukwila Steven M. Mullet, Mayor
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or y Department of Conintuidty Development Steve Lancaster, Dir•ecta•
- y 6300 Southcenter Boulevard, Suite #100
u� Tukwila, Washington 98188
Phone: 206 - 431 -3670
1908 Fax: 206- 431 -3665
Web site: ci.tulnvila.wa.its
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Permit Number DOS -393
Issue Date: 02/10/2006
Permit Expires On: 08/09/2006
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Permit Center Authorized Signature:
Date: �
I hereby certify that I have read and aM4 this permit and know the same to be true and correct. All provisions of law and
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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
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regulating constr ion or the ertormance of work. I am authorized to sign and obtain this development permit.
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Signature: Z Date:
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Print Name: (DA /
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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
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suspended or abandoned for a period of 180 days from the last inspection.
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doc: IBC - Permit D05 -393 Printed: 02 -10 -2006
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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.: 0179000965 Permit Number DOS -393
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Address: 12248 46 AV S TUKW Status: ISSUED
Suite No:
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Applied Date: 11/07/2005
Tenant: DOAK HOMES Issue Date: 02/10/2006
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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
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(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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
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bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
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and available to the building inspector for inspection purposes.
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6: 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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7: 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.
8: All wood to remain in placed concrete shall be treated wood.
9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
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: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances
shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms,
bathrooms, toilet rooms, storage closets, surgical rooms.
13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE
GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that
the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests.
14: 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.
doc: Conditions D05 -393 Printed: 02 -10 -2006
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City of Tukwila 9
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of
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Public Health - Seattle and King County (206/296- 4932).
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16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
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of Labor and Industries (206/248- 6630).
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17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
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any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
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presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
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shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
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19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and
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completion of work at least 24 hours in advance.
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20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector.
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21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be
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underground from the point of connection on the pole to the house.
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22: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certifled
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flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing
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allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work.
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23: Any material spilled onto any street shall be cleaned up immediately.
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24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally
insured).
25: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for
possible property damages caused by activities.
26: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final
quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference
in permit fee prior to the Final Inspection.
27: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of
10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed
areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this
period. Inspect and maintain this stabilization weekly and immediately before, during and following storms.
28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope
shall be a maximum of 15 %. Turning radii shall be a minimum of 5'.
29: Owner /Applicant shall sign with Notary a Hold Harmless Agreement for work within the City right -of -way.
* *continued on next page **
doc: Conditions D05 -393 Printed: 02 -10 -2006
i
City o f Tul -wl l a
r�rs
Department of Community Development / 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 ! (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Signature: Date: 2 /o v
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Print Name:
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doc: Conditions D05 -393 Printed: 02 -10 -2006
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City of 'Tukwila S teven M. Mullet, Mayor
Department of Public Works James F. Mori-ow, P.E., Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 433 -0179
Fax: 206- 431 -3665
Web site: ci.tttkivila.iva.its
WATER METER INFORMATION
Parcel No.: 0179000965 Permit Number: D05 -393
Address: 12248 46 AV S TUKW Issue Date: 02/10/2006
Suite No: Permit Expires On: 08/09/2006
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 2,122 SF SINGLE FAMILY RESIDENCE WITH 448 SF ATTACHED GARAGE
PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, WATER METER
W /SERVICE LINE, SANITARY SIDE SEWER, UNDERGROUNDING OF POWER, PAVEMENT CUT & RESTORATION, AND
STREET USE.
TOTAL WATER FEES: $2,822.00
doc: PWWATER D05 -393 Printed: 02 -10 -2006
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METER #1
METER #2
METER #3
Water Meter Size:
0.75
0
0
Quantity:
1
0
0
Water Meter Type:
PERM
Work Order Number:
5204w05
Connection Charge: Y
$60.00
$0.00
$0.00
Installation: Y
$490.00
$0.00
$0.00
Additional Install Deposit:
$0.00
$0.00
$0.00
Plan Check Fee: Y
$10.00
$0.00
$0.00
Inspection Fee: Y
$15.00
$0.00
$0.00
Turn On Fee: Y
$25.00
$0.00
$0.00
Subtotal:
$600.00
$0.00
$0.00
Cascade Water Alliance (RCFC): Y
$2,222.00
$0.00
$0.00
TOTAL WATER FEES: $2,822.00
doc: PWWATER D05 -393 Printed: 02 -10 -2006
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BULLETIN A2 .�.
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PlNmay adjust estimated fees
PROJECT..NAME. 1 ,014 A6. )Z:
PERMIT #
If you do not prbvide contractor bids or an engineer's estimate with your permit application,
Public Works will review the cost estimates for reasonableness and may adjust estimates.
1.
APPLICATION BASE FEE
$250 (l)
2.
Enter total construction cost for each improvement category:
$23.50
' ;� •, ' •��ne�a �
$37.00
1,001-10,000
; Erosion prevention
�dv
$49.25 for 1 10,000,
PLUS $24.50 for each additional 10,000 or fraction
thereof.
Wafer
$269.75 for 1 100,000,
PLUS $13.25 for each additional 10,000 or fraction
- thereof.
200,001 or more
-
Sewer
Storm water
�'.. -Road /Parking /Access
A. Total improvements
r' 3.
'' improvement -based fees:
_
B. 2.5% of first $100,000 of A.
-
C. 2.0% of amount over $100,000,
but less than $200,000 of A.
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1.5% of amount over $200,000 of A.
4.
TOTAL PLA- N'.REVIEW FEE (B +C +D)
$ (4)
5..
GRADING Plan Review and Permit Fees
$ �X� (5)
Enter total excavation volume 3o
cubic yards
Enter total fill volume
cubic yards
Use the following table to estimate the grading application fee. Use the greater of
the excavation and fill volumes.
QUANTITY IN CUBIC YARDS
RATE
Up to 50 CY
- Free
51-100
$23.50
101-1,000
$37.00
1,001-10,000
$49.25 -
10,001 - 100,000
$49.25 for 1 10,000,
PLUS $24.50 for each additional 10,000 or fraction
thereof.
100,001 - 200,000
$269.75 for 1 100,000,
PLUS $13.25 for each additional 10,000 or fraction
- thereof.
200,001 or more
-
$402.25 for 1 200,000,
PLUS $7.25 for each additional 10,000 or fraction thereof.
TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION
(1 +4 +5) $ 3'l 7,
The Plan Review and Approval fees cover TWO reviews: l) the first review associated with the
submission of the application /plan and 2) a follow -up review associated with a correction letter. Each
additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the
Total Plan Review Fee.
Approved 09.25.02
Revised 03.18.03
Revised 05.13.03
Revised 06.07.04
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BULLETIN A2
TYPE C PERN11T FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW ma y adjust estimated fees
6. Permit Issuance /Inspection Fee (B +C +D) S 6
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7. Pavement Mitigation Fee p (7)
The pavement mitigation fee compensates the City for the reduced life span due to removal of
roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and
on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate
the pavement miti ation fee.
Approx. Remaining
Years
Pavement Overlay and
Repair Rate
per SF of lane width
20 -15 100%
$10.00
15-10(75%)
a 7 . $7.50
10-7(50%)
$5.00
7-5(33%)
$3.30
5 -2 25%
$2.50
2 -1 10%
0 -1
$1.00
f $0.00
(W &rdx z 1 SwR
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8. GRADING Permit Review Fee
Grading Permit Fees are calculated using the following table. Use .
: the greater of the excavation and fill volumes from Item 5.
QUANTITY IN CUBIC YARDS
RATE "
50 or less
$23.50
51-100
$37.00
101-1,000
_
$37.00 for 1" 100 CY
plus $17.50 for each additional 100 or
fraction the
_
1,001 - 10,000
$194.50 for 1" 1000 CY -
plus $14.50 for each additional 1,000 or
fraction thereof.
10,001 - 100,000
$325.00 for the 1
plus $66.00 for each additional 10,000 or
fraction thereof
100,001 or more
- $919.00 for 1 100,000 CY
plus $36.50 for each additional 10,000 or
fraction thereof.
1
Approved 09.25.02
Revised 03.18.03
Rev sed 05. 13.03
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BULLETIN A2
TYPE C PERMIT FEE ESTIMATE
PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION
PW may adjust estimated fees
9. TOTAL OTHER PERMITS
A. Water Meter - Deduct ($25)
B. Flood Control Zone ($50)
C. Water Meter - Permanent* Ci o a
D. Water Meter- Wafter only*
E. Water Meter - Temporary*
* Refer to the Water Meter Fees in Bulletin Al
Total A through E (9)
10. ADDITIONAL FEES
A. Allentown Water (Ordinance 1777) $ S S o
B. Allentown Sewer (Ordinance 1777)
C. Ryan Hill Water (Ordinance 1777) $
D. Special Connection (TMC Title 14) $
E. Duwamish $
F. Storm Drainage Mitigation $
G. Other Fees �� $ Z °-°- !n
Tctal A through G 4 (10)
DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 C6, 3 5 '�
.:ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE
This fee includes two inspection visits per required inspection. Additional inspections (visits)
attributable to the Permittee's or inaction shall be charged $47.00 per inspection.
� /2
Approved 09.25.02 3
Revised 03.18.03
Revised 05.13.03
Revised 06.07.04
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� J ILA C o ty o f I ll kw fl a Steven M. Mullet Mayor
° Department of Community Development Steve Lancaster, Director
N ? 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
1908 * Phone: 206 - 431 -3670
Fax: 206 -431 -3665
SET RECEIPT
RECEIPT NO: R06 -00191
Initials: 3EM
User ID: 1165
Payment Date: 02/10/2006
Total Payment: 45,620.38
Payee: DOAK HOMES, INC.
SET ID: 021006
SET TRANSACTIONS:.
Set Member Amount
D05 -392 2,012.53
SET NAME: DOAK HOMES
}y 1 2, 0 570.62
D&'5- 22
D05 -423 7,146.06
D05 -445 6,993.38
D05 -446 2,368.32
D05 -450 6,514.52
TOTAL: 45,620.38
TRANSACTION LIST:
Type Method Description
---- - - - -- - - - - ---------------------
- - - - --
Amount
------ - - - - --
- -- --
Payment Check 5140
45,620.38
TOTAL
45,620.38
ACCOUNT ITEM LIST:
Description
Account Code
current Pmts
------------------------ - - - - --
BUILDING - RES
---------- - - - - --
000/322.100
------ - - - - --
14,474.28
PLAN CHECK - RES
000/345.830
- 135.32
PLAN CHECK - WATER METER
000/345.830
40.00
PW LAND ALT PERMIT FEE
000/342.400
319.50
PW LAND ALT PLAN REVIEW
000/345.830
185.00
PW PAVEMENT MITIGATION
000/344.101
100.00
PW PERMIT /INSPECTION FEE
000/342.400
1,137.50
PW PLAN REVIEW
000/345.830
-.50
SEWER - ALLENTOWN /RYAN
402/379.004
9,825.30
STATE BUILDING SURCHARGE
000/386
31.50
WATER - ALLENTOWN /RYAN
401/379.004
17,283.12
WATER CONNECTION
401/379.002
240.00
WATER INSPECTION FEE
401/342.400
60.00
WATER INS ALLAFEEN (DEP)
9716 1, "0 0045 620.38
WATER
401%34$.40.002/10
TOTAL:
45, 620.38
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Cit y of Tukwila
I
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
CASCADE WATER ALLIANCE 401/386.550 2,222.00
Total: 2,222.00
C� c
doc: Receipt Printed: 12 -16 -2005
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RECEIPT
j Parcel No.: 0179000965
Permit Number
DOS -393
Address: 12246 46 AV S TUKW
Status:
PENDING
Suite No:
Applied Date:
11/07/2005
Applicant: DOAK HOMES
Issue Date:
i
i Receipt No.: R05 -01797
Payment Amount:
2
' Initials: LAW
Payment Date:
12/16/2005 11:48 AM
User ID: 1630
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Balance:
$2,732.85
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Payee: DOAK HOMES INC
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► TRANSACTION LIST:
Type Method Description
Amount
- - - - -- -- - - - - -- ---------------------------
Payment Check 5104
- - - - --
2,222.00
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
CASCADE WATER ALLIANCE 401/386.550 2,222.00
Total: 2,222.00
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doc: Receipt Printed: 12 -16 -2005
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C ity of Tul�wlla
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 ! (206) 431 -3670
RECEIPT
Parcel No.: 0179000965
Address: 12246 46 AV S TUKW
Suite No:
Applicant: DOAK HOMES
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
PLAN CHECK - RES 000/345.830 1,328.57
PW BASE APPLICATION FEE 000/322.100 250.00
PW PLAN REVIEW 000/345.830 268.00
Receipt No.: R05 -01615 Payment Amount:
Initials: 7EM Payment Date:
User ID: 1165 Balance:
Payee: DOAK HOMES, INC.
TRANSACTION LIST:
Type Method Deocript�.cn Amount
r
Payment Check 5082 1,846.57
ACCOUNT ITEM LIST:
Permit Number:
Status:
Applied Date:
Issue Date:
D05 -393
PENDING
11/07/2005
1,846.57
11/07/2005 03:44 PM
$2,339.96
Total: 1,846.57
9:i..iu 11.; Od t?716 TOTAL 3 745 - Be, V
doc: Receipt Printed: 11 -07 -2005
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INSPECTION NO. J PERM
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367r
Project:
Type of Ins ect*o
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Date Called:
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COMMENTS:
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INSPECTION NO. 4(2 T 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 )431 -367
Project:
Type of In
Address:
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6,300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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Receipt No.: Date:
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INSPECTION NO. M 0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367
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INSPECTION RECORD
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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INSPEMYN N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project:
Type of Inspection: ll
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INSPECTION RECORD
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INSPEC14ON NO. P IT O.
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CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3E7
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INSPECTION NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-36 0
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
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INSPECTION NO. P R IT
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INSPECTION NO. PERM T ��.� !���
CITY OF TUKWILA BUILDING DIVISION '�`
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INSPECTION NO. PER / NN
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,1 -3 r7
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INSPECTION NO. PER 0.
CITY OF TUKWILA BUILDING DIVISION
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -36(0
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INSPECTION NO. #0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 31 -367
Project:
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INSPECTION RECORD
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INSPECTION NO. PE 1
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Project:
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Type of Inspection:
Address:
Date Called:
Special Instructions:
Date Wanted: / �W
Requester:
Phone No:
Receipt No.: Date:
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` `INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PER I N .:
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3�7
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INSPECTION, RECORD
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INSPE ION NO. PER I
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6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =367
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20070131003253
CITY OF TUKWIL MISC 36.00
PAGE801 OF 005
01/31/2007 15:55
KING COUNTY, WA
CITY OF TUKWILA
DOCUMENT RECORDING
COVERSHEET
Return Address:
CITY OF TUKWILA
Office of the City Clerk
6200 Southcenter Blvd.
Tukwila, WA 98188
(206) 433 -1800
Document Title(s): `Conveyance of Public Improvements
Parties: City of Tukwila, WA
6200 Southcenter Boulevard
Tukwila, WA 98188
Other: Doak, Sr. Darryl E.
Last First Initial
Doak Homes
Company Name (if business)
11812 26" Ave SW
Address
Burien WA 98146
City State Zip
Legal Description: 14 -16 5 Allentown Add Lot 2 of Tukwila BLA L05 -067 Rec
#20060106900003 SD LLA being Lots 14,15 & N V2 of Lot 16
Assessor's Property Tax Parcel/Account Number(s):
017900 -0965
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Return to:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
Above this line reserved for Recorder's use
CONVEYANCE OF PUBLIC IMPROVEMENTS
Grantor /Borrower: Darryl E. Doak, Sr.
11812 26" Ave SW
Burien, WA 98146
Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation
Document Reference Number(s): D05 -393
Section/Township /Range: SE 10 23 4
Assessor's Tax Parcel Number(s): 017900 -0965
Property Address: 12248 46 Avenue South, Tukwila
Property Legal Description (abbreviated):
14 -16 5 Allentown Add Lot 2 of Tukwila BLA L05 -067 REC #20060106900003 SD LLA
being Lots 14, 15 & N Y2 of Lot 16
DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS
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The Grantor, Darryl E. Doak, Sr. conveys, warrants, and dedicates to the
CITY OF TUKWILA, a Washington municipal corporation, the following described
public water /sanitary sewer /storm water utility improvements:
APPROXIMATELY:
Thirty-five (35) feet of 3 / -inch type K copper pipe, one (1) each - 3/ inch water
meter box with 3/ inch check valve and angle stop, one (1) water tap service, one
(1) eight inch saddle, one (1) 3 / " corp. stop, and all appurtenances.
ENGINEERING COSTS:
CONSTRUCTION COSTS:
TOTAL:
DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS
$ 0.00
$ 2,400.00
$ 2,400.00
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situated in King County, State of Washington.
DATED this 2, 0 day of Oc7 < , 200 6 .
GRANTOR: entl r
>t. By:
signature)
(print name)
(title)
STATE OF WASHINGTON )
ss.
COUNTY OF KING )
y
On this 20 day of ()c f6ber , 2006, before me personally appeared
r`
Dirty/ E Cb Sr. , to me known to be the 0w1)er f of
x _ j�naK /-lames Znc. , a Washington corporation, that executed the
within and foregoing instrument and acknowledged the said instrument to be the
free and voluntary act and deed of said corporation for the uses and purposes
therein mentioned, and on oath stated that he was authorized to execute and in
fact executed said instrument on behalf of the corporation.
Given under my hand and official seal this 20 day of De fob e r ,
200
GE .... ''��� Type /Print Name lice �4. D e aCv
ssioriiF�A�'�'4,�
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Nom:. 'OUBLIC �2s
l�` 6 , 6, os C,C..
s lit OF WA S\A " "
Notary Public in and for the
State of Washington residing at
-
My Commission expires 6- 16 —Of?
DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS
Page 3 of q
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DEPARTMENTAL APPROVAL:
.%.
es F. Morrow,
Public Works Director
RECEIVED FOR FILING:
,bane Cantu,
City Clerk
DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS
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Return Address: Darryl Doak
11812 26` Avenue SW
Burien, WA 98146
Title: PRIVATE DRAINAGE EASEMENT AGREEMENT
Reference Numbers: VOLUME 12 OF PLATS, PAGE 100 RECORD
KING COUNTY, WASHINGTON. S OF
Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community
Grantee: DARRYL DOAK, SR AND ESTRELLA M. D.OAK, a marital community
Grantors Legal Description:
THE NORTH HALF OF THE REAL, PROPERTY DESCRIBED AS FOLLOWS:
1 LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS
OF KING COUNTY, WASHINGTON.
Grantees Legal Description:
THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS
OF KING COUNTY, WASHINGTON.
s Section, Township, Range: Section 10, T23N, R4E, W.M.
Tax Parcel Number(s): 0179000965,
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Return Address: Darryl Doak
11812 26` Avenue SW
Burien, WA 98146
Title: PRIVATE DRAINAGE EASEMENT AGREEMENT
Reference Numbers: VOLUME 12 OF PLATS, PAGE 100 RECORD
KING COUNTY, WASHINGTON. S OF
Grantor: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital community
Grantee: DARRYL DOAK, SR AND ESTRELLA M. D.OAK, a marital community
Grantors Legal Description:
THE NORTH HALF OF THE REAL, PROPERTY DESCRIBED AS FOLLOWS:
1 LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS
OF KING COUNTY, WASHINGTON.
Grantees Legal Description:
THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS
OF KING COUNTY, WASHINGTON.
s Section, Township, Range: Section 10, T23N, R4E, W.M.
Tax Parcel Number(s): 0179000965,
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PRIVATE DRAINAGE EASEMENT AGREEMENT
For valuable consideration, receipt of which is hereby acknowledged, the undersigned,
(Grantor herein) owner in fee of that certain parcel of land, described as follows:
THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN
ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY,
WASHINGTON; .
hereby grants and conveys to the fee simple owners (Grantee herein) of the following
described property:
THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN
ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 12 OF PLATS,':x'AGE 100, RECORDS OF KING COUNTY,
WASHINGTON;
a drainage easement over, under, across, along and in that portion of said Grantor's property as
shown graphically on the attached Exhiibit A and described as follows:
THE WESTERLY 10.00 FEET OF THE NORTH HALF OF THE REAL PROPERTY
DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN
ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY,
WASHINGTON; _
Page 2 of 4
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Said Private Drainage Easement is granted and accepted subject to the covenants, reservations
and conditions described as follows:
1. This easement is for the sole purpose of installation, operation and maintenance of a
storm water drainage facility to be used for collection and conveyance of storm and
surface water from said Grantees and Grantors property, together with the right for
Grantee to enter said drainage easement for the purpose of installation, operation and
maintenance of the drainage facilities contained within.
2. Maintenance costs of the drainage facility constructed within said easement shall be
borne equally by Grantor and Grantee, their heirs, successors or assigns, except the
maintenance costs of any portion of the storm water drainage facilities that are solely
used by only the Grantor or only the Grantee in which case said costs will be borne
..
GRANTOR AND GRANTEE
by: Darryl Doak, Sr.
Date:
GRANTOR AND GRANTEE
by: Estrella M. Doak,
Date:
STATE OF WASHINGTON )
)ss.
COUNTY OF KING ),
On this day of December, 2005, before me a Notary Public in and for the State of
Washington, personally appeared Daryl Doak, Sr. and Estrella M. Doak, to me known to be
the individual(s) that executed the foregoing instrument, and acknowledged it to be the free
and voluntary act of said individual(s), for the uses and purposes mentioned in the instrument,
and on oath stated that they were authorized to execute said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and
year first above written.
Notary Public in and for the State of
Washington, residing at
My commission expires:
Page 4 of 4
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EXHIBIT A
UTILITY EASEMENT
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10' PRIVATE STORM DRAINAGE EASEMENT
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AIJJAN ENGINEERING
& LAND SURVEYING, INC.
P.O. Bo= 2688
WOODINVILLE, WA 98072
(425) 485 --1085
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Return Address:
Y�
Darryl Doak
11812 26 Avenue SW
Burien, WA 98146
Title: UTILITY EASEMENT AGREEMENT
Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF
KING COUNTY, WASHINGTON.
Grantor: DARRYL DOAK, SR AND ESTRELLA M. DOAK, a marital com
Grantee: DARRYL DOAK, SR. AND ESTRELLA M. DOAK, a marital communi
Grantors Legal Description:
THE NORTH HALF OF THE REAL, PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NO RTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100,
OF KING COUNTY, WASHINGTON. RECORDS
Grantees Legal Description:
THE SOUTH HALF OF THE REAL, PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5,
ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORD
OF KING COUNTY, WASHINGTON. S
Section, Township, Range: Section 10, T23N, R4E, W.M.
Tax Parcel Number(s): 0179000965
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UTILITY EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned,
owner(s) (Grantor) in fee simple of the lands described as follows: .
LOT 1:
THE NORTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION
TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
LOT 2
THE SOUTH HALF OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION
TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
For and in consideration of the mutual covenants and agreements hereinafter expressed and other
good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties
hereto agree as follows:
1. The owners of the above described land do hereby define, declare, grant and convey unto
themselves and each other, a non - exclusive perpetual Utility Easement over, across, along, in,
upgli and under that portion of said Grantors property as shown graphically on the attached
Exhibit A and described as follows:
THE SOUTH 5.00 FEET OF THE WEST 50.00 FEET OF THE NORTH HALF OF THE REAL
PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION
TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
TOGETHER WITH THE NORTH 5.00 FEET OF THE WEST 50.00 FEET OF THE SOUTH HALF
OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
LOT 14, LOT 15 AND THE NORTH HALF OF LOT 16 OF BLOCK 5, ALLENTOWN ADDITION
TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON;
2. This easement is for the sole purpose of the construction, use, and maintenance of utilities,
together with the right of ingress, egress for such purposes.
3. Said easement is subject to a utilities easement in favor of any electric, telephone, television
cable, gas, water,' or sewer company, public or private, or their permittees or assigns to install,
construct, operate, maintain, alter, and repair their respective utilities for servicing grantees
property, together with the right of ingress and egress for said purposes.
Page 2 of 3
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4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement
shall be the sole responsibility of the owner of the lot serviced by the utility, unless the utility
is jointly owned and/or used by both Lot 1 and Lot 2. The maintenance /repair costs for any
utility jointly owned and/or used by both Lot 1 and Lot 2 will be divided equally between the
owners of Lot 1 and Lot 2.
5. The amount and type of maintenance to be performed on the any utility shall be determined
by majority vote of the lot owners using the utility. Each lot shall have one vote regardless of
the number of owners owning any lot. The utilities shall at all times be maintained
adequately to provide the necessary utility service.
6. The herein easement and agreements may be amended only with the written agreement of the
Grantor and Grantee herein.
This easement shall run with the land and shall be binding on all parties having or acquiring any right,
title, or interest in the land described herein or any part thereof.
GRANTOR AND GRANTEE
by: Darryl Doak, Sr.
STATE OF WASHINGTON )
)ss.
COUNTY OF KING ).
GRANTOR AND GRANTEE
by: Estrella M. Doak
On this day of December, 2005, before me a Notary Public in and for the State of
Washington, personally appeared Darryl Doak, Sr. and Estrella M. Doak, to me known to be the
individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary
act of said individual(s), for the uses and purposes mentioned in the instrument, and on oath stated
that they were authorized to execute said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first
above written.
Notary Public in and for the State of
Washington, residing at
My commission expires:
Page 3 of 3
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UTILITY EASEMENT
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AIJ AN T ENGINEERING
& LAND SURVEYING, INC.
P Box 259
WOODnqV=, WA 98072
(425) 485-1083
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Indemnification and Hold Harmless
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and Permit I emporary In Nature
Reference Number(s) of Related Document(s) D05 -393
Grantor: Doak Homes, Inc., a Washington State Corporation
Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington
Along 46` Ave. South, located adjacent to 12248 — 46` Ave. South
Work Location:
Abbreviated Work Description:
Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and
std"ta drainage.
NOW, THEREFORE, the parties agree as follows:
The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and
employees, from and against any and all claims, losses or liability, including attorney's fees, arising
from injury or death to persons or damage to property occasioned by any act, omission or failure of
the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit.
This indemnification and hold harmless shall not apply to any damage resulting from the sole
negligence of the City, its agents and employees. To the extent any of the damages referenced by
this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or
employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to
the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the
right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use
whatsoever to the Permittee.
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IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this /0 - day of
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Authorized Signature
Authorized Signature
STATE OF WASHINGTON)
)ss.
County of King )
I certify that I know or have satisfactory evidence that 1Am
��— is the person who appeared before me, and said person acknowledged that
he /sue signed this instrument, on oath stated that he/-ske was authorized to execute the
instrument and acknowledged it as the of
a corporation, to be the free
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Dated 2 \6 ou
Notary Public in and for the St to of Washington
residing at Co:.
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DATED this l G day of 2005.
J
GRANTEE: CITY of TUKWILA
By:
Print Name: U James Morrow
Its:
Public Works Director
STATE OF WASHINGTON)
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COUNTY OF KING )
On this day, before me personally appeared JIM MORROW to me known to be the
PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on
behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and
acknowledged that he is authorized to do so at his free and voluntary act and deed, for the
uses and purposes therein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and official seai the day and year
first above written.
(A/c . lac.. /U -Z
PJ \SS►oN F -F i Name: / � 1 C 2. A. b 2 u G U
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My commission expires:
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January 18, 2006
■ Tukwila Building Division -
( Attn: Allen Johannessen, Plan Examiner
Re: Permit #D05 -392 & D05 -393 — Doak Homes
• , In response to the plan review concerns for the above referenced project(s), please refer to the following: !
1: The panel `A' referred to on sheet 3 doesn't.require holddowns. Detail 4, S4 referred to on sheet 3
does and HPAHD22 holddowns have been shown on sheet 2 where they are nbeded. Any details
• ,
not referred to throughout the plan referencing `S- sheets' are not used for this specific project.
Generic stair and section details exempt.
2. See adjusted detail'on sheet 2.
If you have•any additional questions, please feel free to contact me at 425`656- 0559.
Regards,
Zach Wingert -
CITY OFT
JAN 1 8 2006 ■ . '
PERMIT CENTER
Residential
Designers
& Planners
P.O. Box 1624
• 873 Pt. Brown Ave. NW. #2
Ocean Shores, WA 98569
(360) 289 -3157
Fax: (360) 289 -6983
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
January 11, 2006
Darryl E. Doak, Sr.
Doak Homes, Inc.
1181226AvSW
Burien, WA 98146
RE: CORRECTION LETTER #2
Development Permit Application Number D05 -393
Doak Homes, Inc. -12246 46 Av S
Dear Mr. Doak:
This letter is to inform you of corrections that must be addressed before your development permit(s) can
be approved.. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire, Planning, and Public Works Departments have no comments.
Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions
regarding the attached memo
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted throe h the mail or by a messenger service.
If you have any questions, please contact me at (206) 433 -7165.
Sincerel ,
Je ni r arshall
e t chnician
encl
xc: File No. D05 -393
PNenniferTorrection Letters\2005\D05.393 Cortection Ur #2.DOC
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 a Fax. 206.431 -3665
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Determination of Completeness Memo
Date: January 5, 2006
Project Name: Doak Homes
Permit #: D05 -393
Plan Review: Allen Johannessen, Plans Examiner
A follow -up Building Division plan review has been conducted on the subject permit
applications. Only tow items of concern remain. Please address the following comments with
revised plans, specifications and /or other applicable documentation.
The hold -downs on sheet (2) are shown only on one comer. Sheet S4 indicates hold -downs shall
be used at each comer. Revise sheet (2) plan to show exact location of all prescribed hold- downs.
2 The detail on sheet (2) shall show the finish grade shall not be less than 12 inches above the top of
the footings.
Submit 4 revised copies for each permit (D05 -392 & D05 -393) to replace sheet (2)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
December 29, 2005
Darryl E. Doak, Sr.
Doak Homes, Inc.
1181226AvSW
Burien, WA 98146
RE: CORRECTION LETTER #1
Development Permit Application Number D05 -393
Doak Homes, Inc. —12246 46 Av S
Dear Mr. Doak:
This letter is to inform you of corrections that must be addressed before your development permit(s) can
be approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire, Planning, and Public Works Departments have no comments.
Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions
regarding the attached memo
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and /or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted throimh the mail or by a messenjeer service.
If you have any questions, please contact me at (206) 433 -7165.
Sincerel
l e*,L er arshall
i echnician
encl
xc: File No. D05 -393
P:VenniferTorrection Letters\D05 -393 Correction Ltr NLDOC
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6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665
Determination of Completeness Memo
Date: December 13, 2005
Project Name: Doak Homes
Permit #: D05 -392 and D05 -393
Plan Review: Allen Johannessen, Plans Examiner
A follow -up Building Division plan review has been conducted on the subject permit
applications. Only tow items of concern remain. Please address the following comments with
revised plans, specifications and /or other applicable documentation.
1 The hold -downs on sheet (2) are shown only on one comer. Sheet S4 indicates hold -downs shall
be used at each comer. Revise sheet (2) plan to show exact location of all prescribed hold- downs.
2 The detail on sheet (2) shall show the finish grade shall not be less than 12 inches above the top of
the footings.
Submit 4 revised copies for each permit (D05 -392 & D05 -393) to replace sheet (2)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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Determination of Completeness Memo
Date: December 13, 2005
Project Name: Doak Homes
Permit #: D05 -392 and D05 -393
Plan Review: Allen Johannessen, Plans Examiner
A follow -up Building Division plan review has been conducted on the subject permit
applications. Only tow items of concern remain. Please address the following comments with
revised plans, specifications and /or other applicable documentation.
1 The hold -downs on sheet (2) are shown only on one comer. Sheet S4 indicates hold -downs shall
be used at each comer. Revise sheet (2) plan to show exact location of all prescribed hold- downs.
2 The detail on sheet (2) shall show the finish grade shall not be less than 12 inches above the top of
the footings.
Submit 4 revised copies for each permit (D05 -392 & D05 -393) to replace sheet (2)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
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C ity of T ukwila Steven M. Mullet, Mayor
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Department of Community Development Steve Lancaster, Director
November 9, 2005
Darryl E. Doak, Sr.
1181226AvSW
Burien, WA 98146
RE: Letter of Incomplete Application # 1
Development Permit Application D05 -392 & 393
Doak Homes — 122xx 46 Av S, Lots 1 & 2
Dear Mr. Doak:
This letter is to inform you that your application received at the City of Tukwila Permit Center on November 7, 2005
is determined to be incomplete. Before your application can continue the plan review process the attached items
from the following department(s) need to be addressed:.
Buildine Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning
the attached memo.
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail
or by a messenker service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
er" thni �r��''�" —
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Enclosures
File: Permit D05 -392 & 393
PNennMAIncomplete Letters \D05 -392 & 393 Incomplete Ur # I .DOC
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Determination of Completeness Memo
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Permit #: D05 -392 and D05 -393
Plan Review: Allen Johannessen, Plans Examiner
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A Building Division has deemed the subject permit application incomplete. To assist the
applicant in expediting the Department plan review process, please forward the following
comments.
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PLAN SUBMITTALS: (Min. size 11 x17 to maximum size of 2436; all sheets shall be the same
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(Drawing and structural calculations sheets shall be original signed wet stamp not copied.)
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1 The brace wall lines do not meet prescriptive requirements for minimum brace wall lines of 25 feet
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and continuity of brace wall lines through each floor per the 2003 IRC Chapter 6. Brace wall lines shall
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transfer through each floor to a foundation. In addition wall bracing shown are indicated as engineered
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shear walls (SW) with no engineering. Revise plans that clearly show brace wall lines to meet current
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location nature and extent of the work. (R106.1.1)
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3 On sheet (S-1) the Architectural Notes and plan details, reference outdated UMC, UBC codes and
Washington State Energy Codes (WSEC). The Washington State has adopted the third printing of
the 2003 IRC, IMC & 2004 WSEC. A complete review of the Code Text, details and tables shall be
completed and revised as necessary. In addition, the code text shall reference local city codes and
Design Criteria as recognize by the City Of Tukwila.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
».
PERMIT COORD CO P.
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -393 DATE: 01 -19 -06
PROJECT NAME DOAK HOMES, INC.
SITE ADDRESS 12246 46 AV S
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 2 Revision # After Permit Issued
DEPARTMENTS : ` I0(^
Bui ing Division Fire Prevention ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-06
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:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS DUE DATE: 02-21-06
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Docwnentshouling slip.doc
2.2M2
Not Approved (attach comments) ❑
DATE:
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -393 DATE: 01 -03 -06
PROJECT NAME DOAK HOMES, INC.
SITE ADDRESS 12246 46 AV S
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # After Permit Issued
DEPARTMENT
S:
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uB' irdin �rT�'ion Fire Prevention
S ❑ Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01-05-06
Complete ❑ Incomplete 5e Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS DUE DATE: 02-04-06
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED: (9
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: I iN
Do cuments/rouling sllp.doc
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -393
PROJECT NAME DOAK HOMES
DATE: 12 -12 -05
SITE ADDRESS: 12246 46 AV S
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS: I2, �r7S
,��' � y��fi� --511 �,, � ti I I • IW, �
BGiI ing Division Fire Prevention 1 _ Planning Division d
Public Works d Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: '
Complete d Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route 10
Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS
Approved ❑ Approved with Conditions❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 0 1-1 0-06
Not Approved (attach comments) Wf
DATE:
Documents/routing slip.doc
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 - 393
PROJECT NAME DOAK HOMES
SITE ADDRESS 122XX 46 AV S, LOT 2
X Original Plan Submittal
Response to Correction Letter #
DE P AR TMENTS :
DATE: 11 -07 -05
Response to Incomplete Letter #
Revision # After Permit Issued
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Building Division ❑� Fire Prevention d Planning Division
Public Works ❑� Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: - 1 1-08-05
Complete ❑
Incomplete ❑
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: u mj q LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg O Fire ❑ Ping ❑ PW ❑ Staff Initials:
i o n
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS DUE DATE: 1 2-06-05
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
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1908 ��
City of Tukwila S teven M. Mullet, Mayor
Department of Comm Development Steve Lancaster Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: htW:11ivww.ci.tulnvi1a.wa.its
REVISION SUBMITTAL
Revision submittals most be submitted in person at the Permit Center. Revisions will not be accepted through
the ntail, fmc, etc.
Date: I - IR- Plan Check/Permit Number D05 -393
/1
Response to Incomplete Letter #
Response to Correction Letter # 2
Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name Doak Homes, Inc.
Project Address =46 46 Av S
Contact Person: G-r C-V Phone Number: 2 3 2 - 2 Zgo
Summary of Revision:
CILrm
REOSYED
CITY OF TUKW1 A
JAN J S 2006
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
;�r Entered in Permits Plus on /L
pplications forms- applications on line evision submittal
Created: 8 -13 -2004
Revised:
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DEC 09 '05 11: 22AM TUM'-'_T-1 A DCD: PW
City of Tukwila
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Department of Community Development
6300 Southecnter Boulovsrd, Suitc #100
Tukwila. Washington 98188
Pkonc: 206-431-3670
Fax: 206 - 431 -3665
Web site: hgM._&hYm..rt.r t'o wa.us
Stave Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revlslons will not be accepted through
the mail, fax, etc.
Data - U(°- Plan Check/Permit Number: D05 -393
❑ Response to Incomplete Letter
Response to Correction setter # _I__._
❑ Revision # after Permit is lrssued
❑ Revision requested by a City building Inspector or Plans Examiner
ProjectName: Do ak Homes
Project Address:
Contact Person: L
Summary of Revision:
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Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of , rukvvila Permit Center by:
Entered in Permits Plus on
applusua�e orM'Opp ic"Onr an lineV su 'iiul
C;atud: 9. 13.2004
Revised:
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DEC 09 '05 11: 22AM TUKW.TL O DCD/PW
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Cit of Tukwila Stever: V. Mullet,bfavor
Department of Community Development Ste Lancaster, Director
6300 Southeenrer BouIovard, Suite #100
Tukwil8, Washington 98188
Pkono: 206-431-3670
Fax: 206 -431 -3665
Web site: lv��_ ci, ru1c�►tla wa..us
REVISION SU14NUTTAL
Revision submittals must be submitted inperson at the Permit Center. Revisions will not be accepted through
the mall, fax, etc.
Date: �, � � Plan Check/Permit Number:
D05 -393
Response to Incomplete Letter # .,. I
❑ Response to Correction Letter # ""I A
❑ Revision after Permit is Issued DEC 1 2 2005
❑ Revision requested by a City Building Inspector or Plans Examiner
P "Mir CENTER
Pro Name: Doak Homes
Project Address : 122AA 46 Av S
Contact Persun: Da rryl E. Doak, Sr. Phone Number.
Summary of Revision: �ai1S Ube e, m � A/1et✓ 14 leeC
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Shaet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of'rukwila Permit Center by:
❑ Entered in Permits Plus on
'appliwtiats�form� +tpp icrtione on fineVeyalon sulymiiui
C- asted: 8.33.2004
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O Department of
O Natural Resources and Parks
Residential Sewer Use Certification Wastewater Treatment
King County Division
(To be completed for all new sewer connections, reconnections, or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.)
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a
capacity charge. The amount of the charge Is established annually by the King County Council as a rate per month per residential customer or
residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for
new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740.
(Please print or type)
Owner's Name 2
(Last, First, Middle Initial)
Property Tax I.D. Number
Subdivision Name AUE1J'1)WIJ Subdiv. #,
Lot # Z Block #
Building NamezDb A,/-
(if applicable)
- Hp7Yt-es I �J
Property
,
Street Address
City, State, Zip
Owner's Mailing
Address l7,
a ov l)_ from , 1 e
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Owner's Phone Number
(,Ab 1 y 6 bS 7
Property Contact Phone
Number ( 6) o b - 7
Party to be Billed
F,
(if different from owner)
Party's Mailing Address
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City or Sewer District
- k / 6L IL W ! L
Date of Connection
Side Sewer Permit #
Demolition of pre- existing building? R Yes ❑ No J��F
Type of building demolished?
Sewer disconnect date?
Please check appropriate box:
g Single- family
❑ Duplex (0.8 RCE per unit)
❑ 3 -Plex (0.8 RCE per unit)
❑ 4 -Plex (0.8 RCE per unit)
Residential Customer
Equivalent (RCE)
1.0
1.6
2.4
3.2
❑ 5 or more (0.64 RCE per unit)
No. of Units x 0.64 = P olo �
❑ Mobile home space (1.0 RCE per space) 3 93
No. of Spaces x 1.0 =
For condominiums, please fill out Supplemental Form A in addition to this form.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmissj of corrected data for determination of a revised capacity charge.
Signature of Owner /Representative - Date 7
Print Name of Owner /Representative . �Q D AA
1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer
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Look Up a Contractor, Electrici or Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
License Information
License
DOAKHI *092NZ
Licensee Name
DOAK HOMES INC
Licensee Type
CONSTRUCTION CONTRACTOR
U BI
601329337
Ind. Ins. Account Id
58243002
Business Type
CORPORATION
Address 1
11812 26TH AVE SW
Address 2
Cancel
City
SEATTLE
County
KING
State
WA
Zip
98146
Phone
2062466587
Status
ACTIVE
Specialty I
GENERAL
Specialty 2
UNUSED
Effective Date
8/9/1991
Expiration Date
8/8/2007
Suspend Date
#4
Separation Date
SC9910
Parent Company
Cancelled
Previous License
DOAKH* *10605
Next License
08/01/2001
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
DOAK, DARRYL E SR
01/01/1980
DOAK, ESTRELLA M
01/01/1980
Company
Bond
Information
Bond
Bond
Company
Account
Effective
Expiration
Cancel
Impaired
Bond
Received
Bond
Name
Number
Date
Date
Date
Date
Amount
Date
Until
#4
CBIC
SC9910
08/01/2001
Cancelled
1
$12,000.00
08/01/2001
#3
CBIC
SC9910 __ 108/01/2000108/01/2001
56,000,00
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https:H fortress .wa.gov /lni/bbip /printer.aspx ?License= DOAKHI *092NZ 02/10/2006
r
NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M.
GENERAL CONSTRUCTION NOTES
1. Locations shown for existing utilities are approximate.
2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179.
3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 -433 -0179.
4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements
resulting from construction operations.
5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of
Tukwila Development Guidelines and Design and Construction Standards available at the job site.
6. All work shall conform to these approved drawings. Any changes from the approved plans require
pre - approval from the owner, the engineer, and the City of Tukwila.
7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction
Standards, unless otherwise approved by the Public Works Director.
8. Contractor shall maintain a current set of record drawings on -site.
9. Contractor shall provide record drawings prior to project final approval.
10. Provide traffic control and street maintenance plan for Public Works approval before implementation.
11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor.
Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington+ State (grid) Coordinates, North Zone,
using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects
within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929.
12. Replace or relocate all signs damaged or removed due to construction.
13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts.
CONSTRUCTION SPECINCATIO
1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain
a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in
accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not
according to the approved plans.
2. Permittee /Contractor shall arrange a preconstruction conference with the City s Inspector(s) prior to
beginning any work.
3. Work in Roadways
a. All work in roadways shall meet TMC 11 and the following:
b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for
review and approval. The traffic control plan shall include the location, address and description of traffic flow
during the work and shall meet MUTCD requirements.
c. All work requiring lane closures must be by permit only. From the third Thursday in November to the
following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center.
d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times. except when Permittee
has permission from the building owner and the Director to close an access.
e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning
roadways requires pre - approval from the Director.
f. Install steel plates over any trench. at any time work is stopped and the trench is left open.
STORM DRAINAGE NOTES
1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction
Standards, and the current King County Surface Water Design Manual, unless otherwise approved.
2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ". "Drains to Wetlands ", or
"Drains to Groundwater ", as applicable.
3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the
driveway to the bottom of the ditch. Culverts shall hove beveled end sections that match the side slope.
GRADING AND EROSION CONTROL NOTES
1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum
requirements.
2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and
install erosion prevention and sediment control measures.
3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures
(ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan.
4. ESC measures, including all perimeter controls, shall remain In place until final
site construction is completed and permanent stabilization is established.
5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed
areas that will remain unworked for seven days or more.
6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed
areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall:
a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours.
b. Stockpile, on site, enough cover materials to cover all disturbed areas.
c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30).
Mulch all seeded areas.
7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the
work being performed at the direction of the Director and assessed as a lien against the property where such
facilities are located.
8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore,
or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control
measures, and other protective devices in accordance with approved plans.
9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval,
remove all sediment deposition resulting from project- related work.
10. All work performed shall be per approved plans and specifications only. The Permittee is required to
maintain a set of approved plans and specifications and associated permits on the job site. Work shall be
performed in accordance with all federal, state, and local laws.
11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures
per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs.
Before the temporary measures are removed, install and establish the upstream permanent ESC measures.
12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and
public rights -of -way or easements from damage during grading operations. The Permittee shall restore, to the
standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and
private properties and improvements damaged by the Permittee's operations.
13. Permittee shall arrange for and comply with the following: '
a. Notify the Public Works Department within 48 hours following installation of ESC measures.
b. Obtain permission in writing from the Public Works Department prior
to modifying the ESC plan.
c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as
identified in the ESC plan.
d. Repair any siltation or erosion damages to adjoining properties and drainage facilities.
e. inspect according to the approved ESC inspection schedule and make needed repairs immediately.
l 1 r
1. All trench excavation operations shall meet or exceed all applicable shoring lows for trenches over 4 -feet
deep. All trench safety systems shall meet WISHA requirements.
2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation
from other underground utilities.
3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving.
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CONTACTS
Project Manage /Owner:
Darryl Doak, Sr.
Doak Homes, Inc.
(206) 372 -2280
Design Engineer:
Tim Schriever, PE
Alliont Engineering & Land Surveying, Inc.
(425) 485 -1083
NMI
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VICINITY MAP
NTS
UTILM LOCATIQN NOTE:
1. Prior to starting construction, contact ONE -CALL (1 -800- 424 -5555)
for utility locations.
2. It is the contractor's responsibility to verify the location and elevation
of all utilities and drainage facilities prior to construction.
CONTRUCTION SEQUENCE
1) ATTEND PRE - CONSTRUCTION MEETING.
2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING
CATCH BASINS.
3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.)
4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS.
5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY.
6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS.
7) INSTALL SIDE SEWER,. WATER SERVICE AND OTHER UTILITIES.
8) INSTALL ON -SITE STORM DRAINAGE FACILITIES.
9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES.
10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CiTY
STANDARDS.
11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAIN,
WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT.
12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS.
13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE.
14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN
UNWORKED FOR MORE THAN 30 DAYS.
15) CLEAN OUT STORM DRAINAGE SYSTEM.
16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND
REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED_
LEGAL DESCRIPTION:
LOTS 1 AND 2 OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L05 -067.
KiNG COUNTY, WASHINGTON.
W
CUT 50 CU. YDS PER LOT
FILL 50 CU YDS PER LOT
SHEET i SPECIFICATIONS AND DETAILS
SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN
SHEET 3 GRADING & DRAINAGE PLAN
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DATE: 12/20/2005
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05008
1 OF 3
SEPARATE PERMIT
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SILT FENCE DETAIL
NOT TO SCALE
MIN
I. � 36'MIN
NOTES:
A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT
POST, 1MTN A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST_
B. THE FILTER FABRIC FENCE: SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE THE FENCE POSTS
SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES).
C. A TRENCH SHALL BE EXCAVATED. ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE
wow PONS TO ALLOW THE FILTER FABRIC TO BE BURIED.
0. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY
TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY HARE STAPLES AT LEAST 1 INCH LONG, 71E WIRES OR NOG
RINGS. THE WARE SHALL WEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN
36 INCHES ABOVE THE ORIGINAL GROUND SURFACE
E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE
FABRIC SHALL BE EXTENDED INTO THE TRENCH. 1HE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE
ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
F_ WHEN EXTRA — STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WARE MESH SUPPORT FENCE MAY
BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR HARED DIRECTLY TO THE POSTS WITH ALL
OTHER PROVISIONS OF STANDARD NOTE E APPLYING.
G. THE TRENCH SHALL BE BACKFILLED MATH NATIVE SOIL OR 3/4" — 1.5' WASHED ROCK
H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
I_ FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE
REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPIILL OF
THE FENdM THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
STABILIZED CONSTRUCTION ENTRANCE
.:
D �, . ' ; ,4 -6' QUARRY SPALLS- • &' . .•,
GE07EXPLE FABRIC UNDER
QUARRY SPALLSO' - • �0
(MARAFI NOX OR EQUAL)
NOT TO SCALE
STA6IUZED CONSTRUCTION ENTRANCE NOTES.
1. t4TALLA7k - ft THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION,
ROOT'S AND 01, *P. O"CTIONAtBLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE
SPECIFIED DRAINAGE . AN DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD
BE CONSTRUCTED ACCOROM TO SPECIFICAr4bS IN THE PLAIN F WASH RACKS ARE USED.
THEY SHOULD BE INSTALLED ACCORINNG TO MAN SPECIFICATIONS,
2 AGGREGAZ IF TO IF QUARRY SPALLS PER wsDOT ST0. SPECS. SEG 9 -13.6.
3. E IATRANCE DONS: THE AGGREGATE LAYER MUST BE AT LEAST It 1lKCV- IT LUST
DCIEND THE FULL VjDTH OF THE %0=11LAR INIGRESS AND EGRESS AREA TN.E LENGTH OF
THE EN r7 ANC£ MUST BE AT LEAST 100 FEET.
4. WAS.+ boa F COW-&4%S ON THE 97E ARE S" TY.AT Yu6T OF THE " IS NOT RR , .SD
FROv vo*c .f TIRES BY CONTACT VAITH THE RICK 04TRA M 7N.EN THE TIRES WW. BE WRAS}HEC
WORE VEHCLES ENTER A PUBLIC eR040. HASH WATER MUST BE CARRIED ANAY FROM THE
E111TRA NCE TO A SETTLLNG AREA TO REMOVE SE" NT A WASH RACIC MAY ALSO BE USED TO
WAKE WA94M MORE CONVENIENT AND EFFECMs
5. W+21TAE1rCF- TFE ENTRANCE SHALL BE YA&TANNED R A CONDITION WHICH TALL PREVENT
TRACICNG CR FLOW OF 11:A ONTO PUBLIC RIGI!TS -OF -MAY_ TISS MAY REQUIRE PERIODIC TOP
ORESSNG IN Y STONE, AS C ONDITOM DOAAND, AND REPAIR AND/OR CLEAN OUT OF ANY
STRUCTURES USED TO TRAP SEDIMENT. ALL WATFAIALS SPILLED. DROPPED, WASHED OR
TRAO CED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
IrrtiHEO!ATELY BY SIIEEAWj THE PAVEMENT SHALL NOT BE CLEANED BY MASHING OOTIEN THE
STREET. EXCEPT %AMEN SWIPING IS 24MCTIVE AND THERE IS A THREAT TO PUELNC SAFETY.
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LEACH BED TUBINGity 5!� ^c'�rdc, Acceptance is s ubiect to errors and
which do not aathorift violations of
POORLY GRADED WASHED a `c`a sta&I r. s " ' Or "" 02 mm The feRmsibility
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ante
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Utilities irst crrar.
PERFORATED TIGHTLINE CONNECTION
Not: TO SCAM
STORM DRAINAGE NOTES
1 _ STORM WATER RUNOFF FROM THE ROOF AREAS SHALL BE COLLECTED. ROUTED THROUGH A
PERFORATED TIGHTLINE CONNECTION AND DISCHARGED INTO THE 46TH AVE SOUTH STORM
DRAINS.
2 THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE AZUUSTED AS NESESSARY TO
REDUCE CUTSIFILLS ANDIOR MAINTAIN I % MINTS% MAX SLOPES TO MAINTAIN DRIVEWAY
DRAINAGE TO THE CATCH BASIN IN 45TH AVE. SOUTH.
3. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION.
4. ALL PVC PIPE SHALL CONFORM TO ASTM D 3034�SDR35.
5. THE SOILS ON THE SITE IS SOLT AND FINE SAND ALUVIAL DEPOSITS 1NRH A SEASONAL WATER
ESTIMATED AT fg' BELOWTHE EXISTING GROUND SURFACE AS DETERMINED BY SOIL TEST
HOLES DUG ON THE SITE
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TLKMK0.A STAMARDS
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Z. 5ANI IAKT StWEK 4;LLAN =UU T5 SHALL BE EXTENDED Ta FINAL GRADE PER TL'KWILA
CONSTRUCTION STANDARDS DWG. SS -2.
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DATE: 11/2/2005
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BUILDING DIMENSION
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Maximum roof overhang shall not extend more than 18
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REVIEWED FOR
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RIM JOIST
MIN. 1116' A.P.A. RATED
2x6 STUDS
SHEATWING
3/4' T46 PLY. SHT. OR O.S.B.
g 16' O.C.
!bd g 12' O.C.
R -30 BATT INS.
16d g 8' O.G.
FLOOR JOIST PER PLAN
10d is 6' O.C. MAX.
(IF PLAN 15 ENGINEERED,
10d is 4' O.C.
ENGINEERING INFO TO SUPERCEDE.)
8d le 6' O.C. EACH
1/2' DIA. x 10' A.B. W/ l /4' X 3' X 3'
8d 0 4 O.C. MAX.
(3 ROWS)
WASHER 6' -0' MAX. O.C.4 BOLT
(3 R OiUS)
SHALL BE NOT LESS THAN 1 BOLT
WHERE BRICK
4' PEW. DRN. TILE
DIAMETERS (3 - 1/2 8 ) FROM CORNER
VEN, - PROVIDE
SET IN GRAVEL
s NOT MORE T HAN 12' FROM THE
ENDS OF EACH INDIVIDUAL
5' LIP 6' UNDER
GRADE
FOUNDATION SILL PLATE, MIN.
JOIST .
'
Is EMBEDMENT
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.6 MIL. VISQUEEN ;e
VAPOR BARRIER(BLACK) -
01 _ 12 CLEAR BEAM TO EARTH �n
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USE •4 DIA. (VERT.) 2 - #4 CONT. REBAR
REBAR 10 !8' O.C. 3 • 6 • 3' 4 CONT REI3AR
12'
TYP. ONE STORY FOUNDATION
16' O.C. (VERT.) 4' 8' 4'
16'
RIM JOIST
3/4' TtG PLY. SHT. OR O.S.B.
/--
R-30 INS.
�--- FLOOR JOIST PER PLAN
(IF PLAN IS ENGINEERED,
ENGINEERING INFO TO SUPERCEDE.)
5/8' DIA. x 10' A.B. W/ 114' X 3' X 3'
WASHER 0 4' -0' MAX. t BOLT SHALL
BE NOT LESS THAN 1 BOLT DIAMETERS
(4 -3/89 FROM CORNIER 4 NOT MORE THAN -
12' FROM THE ENDS OF EACH INDIVIDUAL
FOUNDATION SILL PLATE, MIN.
\l' EMBEDMENT
2x6' P.T. P'IUDSILL Z
-(1) - ' CONT. REBAR FOR EA.
10' OF STEM WALL rp
16 MIL. VISQUEEN
VAPOR BARRIER
(BLACK) -
' MIN.
2 - "4 CONT. REBAR
Tl'P. TWO STORY FOUNDATION
HANDRA
1. HANDRAILS SHOULD NOT rRO�jECT MORE THAN 3 1/2 INTO THE REQUIRED STAIR
WIDTH 4 SHOULD HAVE A SPACE OF NOT LESS THAN 1 1/2' BETWEEN TH WALL d
TH HANDRAIL.
2. THE HANDGRIP PORTION Or HANDRAILS SHOULD NOT BE LESS THAN 1 1/4' OR
MORE THAN 2 ` IN CRO55 SECTIONAL DIMENSION.
3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN
NEWEL POSTS OR SAFETY TERMINALS.
T I RE BLOCKING
1. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS
AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG d IN LINE WITH THE
RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED.
FLOOR LINE .
NOTE
OPENINGS BETWEEN ILING -S SHALL
BE LESS THAN 4'. TRIANGULAR
OPENING -S FO BY THE RISER,
TREAD, 4 BOTT ELEMENT OF A
GUARDRAIL is STAIR SHALL BE LESS
THAN 6'.
HANDRAIL
GR
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2x12 STRINGERS NOT
TO EXCEED 24' O.C.
5/8' TYPE 'X' G.W B. OR
(2) LAYERS 5/8' TYPE
' G -W B. IF STRIWz= -R
SPACIivG- 15 MORE TWAN
16' o c. (TAPE 4 FINISLU
CLOSET OR STORAGE
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V ATTIC INSULATION
R -38
(THER INSUL.
W/ EQUIV. R -VALUE
TO BE USED IN
ATTICS WHERE
CLEARANCE NOT 014. PER PLAN
am
AVAIL. FOR BATTJ I �^
1/2' GiLS3 (TYP-)
MIN. 23/32' T4G UN -
DERLAYMENT, UAi.O_ -
GLUE 4 NAILING
(10D 19 6' O.C. EDGES
4 BLOCKING 110' Off.
FIELD - TYP) ID, 32/16
R -30 BATT INS. W/ V.B.
PLCOR .JOI
PER PLAN
1
TY i '. WAL 5=CT I ON
2x4 STUDS g 16' O.C.
(IF PLAN IS ENGINEERED,
ENGINEERING INFO TO SUPERCEDE.)
2x4' P.T. MUDSILL W/ I/2' DIA. x 10' A.B. W/
1/4' x 3' X 3' WASHER * 6' - 0' o.c, t BOLT
SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/2 FROM
CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH
INDIVIDUAL FOUNDATION SILL PLATE, E MIN. 1' EMBEDMENT
(1) - #4 CONT. FOR EA.
f OF WALL
4' CONC. SLAB OVER 4' GRAVEL FINISI -1
FILL W/ 6x6 W2.1 x W2.1 W.WM. IN SLAB. CsRADE (14 Z
9 '
3' 6' 3'
12'
0 4 VERT. REBAR 18' oc.
' MIN.
(2)- *4 CONT. REBAR
DOOR FRONTS WITH NOT LESS
THAN (2) 5/8 x 10' A.B.
PLATES 0 SHEAR WALL OVER
2' WIDE
TYi=>. GARAGE FOUNDATION
ATTIC VENTILATION 1/150 OR 1/300 OF SPACE
- SEE PLANS
FOR ROOFING CONST. SEE FRAMING PLAN
4 ELEVATION W/ MIN. 1116' APA RATED
SHEATHING LNO W/ V-0' PANEL LENGTH
PLACED PERP. TO DIRECTION OF FRAMING
AND ALTERNATE PANEL END JOINTS BY
HALF PANEL LENGTH NAILED 8d s 6'o.c
PERIMETER 4 ALL SUPPORTED PANEL
EDGES 12'oz. 0 FIELD TYPICAL LINO
WAS* FELT ABOVE - TYPICAL UNO.
FOAM AIR BAFFEL Is SPACE TO EXTEND
MIN. 12' ABOVE INSULATION.
SIMPSON Hl HURRICANE TIES
s
2 or-.
2x BIRD BLOCKS W/ SCREEN TOE NAIL W/
(2) 16d EA. END TO TRUSS OR RAFTER TYP. 4
PROVIDE CONT. ROW OFF ROOF SHEATHING
NAILING * 6 `oc. MAX.
r —Ix9 R.S. CEDAR FASCIA W/ CONT.
MTL. GUTTER
DEL. TOP PLATE
14EADER - PER PLAN
WINDOW - PER PLAN
�— EXT. WARM WALLS - 2x6 STUDS a 16'o
OVER R -21 BATT INSUL. W/ VAPOR BARRIER W1
MIN. 1116' APA RATED 514EATHING- (SEE PLAN FOR
NAILING 4 SIDING-) INSTALL BUILDING PAPER OR
FELT BETWEEN SIDING- 4 WALL SHEATHING TYPICAL
ALL EXTERIOR WALLS.
2x BOTTOM PLATE
2x RI1" 1 JOIST
F.T. 2x SILL PLATE
SEE I/81 FOR TYPICAL
FOLIDATION NOTES
NO ES: L ALL EXTERICR WALLS TO BE CGNSTFUCTED
IN ACCORDANCE W/ T14E MIN. PROVISICiI\5 PER
2003 IBC 640 ON rrE PLANS 4 AS SPECIFIED
RJRTWE ON SI -.EET 53.
2- IN i c.';ZGR WALLS TO BE 2x4
CG-,- TR IJCT:01`i TYPICAL D<,-.;-:PT
8 = LUPIIB;.t4G- 4�- -ARAC- -E SEPA:ATIGN
ETA I RI 5` C -' 0 N
STET '1 WALL
y-
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aD
(IF PLAN 18 ENGINEERED,
ENGINEERING INFO TO SUPERCEDE.)
PT 2X6' PLATE W/ 5/8' DIA.
ANCHOR BOLTS (
WASHER) 4 BOLT SHALL
BE NOT LESS THAN I BOLT
DIAMETERS (4 -3/8 FROM
CORNER AND NOT MORE THAN
12' FROM THE ENDS OF EACH
INDIVIDUAL FOUNDATION! SILL
PLATE, MIN. 1' EMBEDMENT
4' CONC. SLAB OVER
4' COMPACTED FILL W/
6x6 - W2.1 x W2.1 W.W.M. IN SLAB.
s
4 . 1 5 ' 4 2
1
RIGID INSULATION (R -10)
24' MIN. (EXTRUDED
POLYSTYRENE)
' REBAR - HORIZ. g 10' O.C.
*4 REBAR O 16'oc.
(2) - 0 4 REBAR
CONTINUOUS
TYP.BASEMENT SLAB
(IF PLAN IS ENGINEERED,
ENGINEERING INFO TO SUPERCEDE-)
2x6' P.T. MUDSILL W/ 5 /6' DIA.
04' -0' O.C. W/ 1 4 1 X3'X3
WASHER) t BOLT SHALL BE NOT
LESS THAN I BOLT DIAMETERS
(4 -3/8 FROM CORNER AND NOT
MORE THAN 12' FROM THE
ENDS OF EAC6 INDIVIDUAL
FOUNDATION SILL PLATE
MIN. Z' EMBEDMENT
(1) #4 CONT. FOR EACH 10' OF WALL
THERMAL BREAK
4' CONC. SLAB OVER
4' GRAVEL FILL W/
6x6 - W2.1 x W21 W.WM. IN SLAB
8'. 24' �.
c4 ' •
4 8' 4
16`
TYP. BASEMENT SLAB
POSITIVE
2� CZX4NECTli
IL
R -30 BATT INSULATION OR INrUL. PER
,IBMI T AL
SUPPORT BEAM PER PLASM
USE ST22 1 -10RiZ- s BM. TO
BM. SPI CE.
2x6' CLEAT (EA. SIDE)
OR Sli"1PSON MTL TIE
(PC TYPE)
4x6'..1- .'PPGRT PCS T PRESSURE TREATED
OR ELEVATED MIN. Be ASV. EARTH
'°O FELT
POST BA -E
TYP ANA
R
GRADE
C.CNC. PIER -FFER P•;.-AN
to i :1L V1SOLE. (BL /LC:< CN L •.')
TYP. F T 4 BEAM DETAIL
AIL
{Jv�•r11G�C."Q tiG A'.' ��s'c�a 5ra'-: °e CirxK- d 1P4 Vs� P-'01 'o Cost-,x:-c•--
1 0 Qecrae' P'a-s Yff D6a2 -3b 5
FLOOR JOIST Z
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DBL. JOIST
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I.B.C.
S
R -10 RIGID INS. is PERIMETER
0 4 VERT. is 1(o'oc. W/
ALT. HOOKS
2 - '4 CONT_ REBAR IRkv
ft, -�
ANCF
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3 JAN 3 1 2 006
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CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Proeecutlon
I 0
N
a
4'
Q �
I5'
(MAY VARY -
SEE PLANS)
MIN. 7116 APA RATED SHEATHING UTI.O.
W/ TYVEK, 30" FELT OR SIM. APPROVED
VAPOR BARRIER OVER.
2x6 STUD WALL
SOLE PLATE NAILED W/ 16d 4 8' O.C. -
STAGGERED, PROVIDE BLOCKING
A RIM JOIST
RIM 4 FLOOR JOISTS AS PER PLAN
PLY. SPLICE SHOULD BREAK ON
COMMON MEMBER
8d is 4' O.G. is SOLE PLATE, RIM
J015T 4 TOP PLATE
DBL TOP PLATES
2x6 STUD WALL
BATT INSULATION (TYP.)
(IF PLAN 16 ENGINEERED, ENGINEERING
INFO SHALL SUPERCEDE)
5/8' x 10 A.B. 0 36' O.C. W/ 3/16' x 2' x 2' WASHER
(BOLT SHALL BE NOT LESS THAN I BOLT DIAMETERS
(4 -3/89 FROM CORNER, AND NOT MORE THAN 12' FROM
THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE
2x6 P.T. DF. MUDSILL
Sd s 8' O.C.
GRADE
• "4 REBAR CONT. HORIZ. 9 10
' VERT. * 16'o c
2x6 FURRED WALL OR 2 X 4' STUDS W/
2' AIR GAP BETWEEN STUDS 4 LONG.
R -21 INSUL.
4' GONG. SLAB W/ 6x6 - U12A x W23
W.WM. ON 4' GRAVEL FILL.
THEIWAL BREAK R -10 RIGID INSULATION
2 - 0 4 DIA. CONT. 3' UP - 3' IN
NOTE: SOIL BAGKFILL ON EXTERIOR SHALL
NOT EXCEED A HEIGHT GREATER THAN
30' ABV. TOP OF SLAB AT INTERIOR
FLOOR ELEV. UNLESS ENGINEERED WALL
DETAILS PROVIDED.
FOUNDATION / RETAINING UJ,4LL
(18' TO 4'-0 141614 W/ PONY WALL)
CONTM, 1 OUS PEADER OR
ST6236 9 „O.�tT (WDR AS
PER PLAN)
COL %k - CAP* *MULLION
rEADER1 C -ONNEC T ICS --
5E. PLAN FOR SIZE
(2)2x&
5io21 T'E STR
cE\T=_Q CN .,Cti
NA!_ PUL ±
LX6 5ri.0 5
A35 GijPS s Bfic
S: =EAT; r'-iG- N • ILED 86 is .4'o c.
ALL E^/�S BLOC<E D UIXO_
2xb
'bc+ s 4' ac. 5 AGC=Y
I
I Cal CG � rr ��• * .
TO POST W *d 0 4' o_c.
GARAGE DOOR
DRIVEWAY PER
CONTRACTOR
=III 111
CONTINUOUS FOOTIMCs - I
DRAIN
2 CONT. REBAR
CONTINUOUS FOOTING
PER PLAN
TOP PLATES
HEADER -
PER PLAN
1/2' -P BOLT THRU --
LEDGER AND INTO
HEADER s 3' IN
FROM EACH END
SUPPORT WALL 4
VENEER BEYOND
OPENING=
SEAL WITH
TRIM OR
CAULK
�OD�� FOR
�OMR NCE
JAN 312000
CRY OF Tutu f ,
4' BRICK VENEER
STEEL LEDER -
L 6' x 3 1/2' x 5/16' A36
EXTEND 6' BEYOND
OPENING TO BEAR ON
VENEER 4 10' CONC. STEM
WALL, FOR 6' -0' OR LESS
SPANS CAN USE:
1
1.0__ A fiAs ._ t /lN
Tl'P. HEADER OPENING ENTRY
GRADE BEAM AT GARAGE
g 7 21 o sr7
. III
12 • 1 - 0 4 DIA. CONT. 3' UP
NON - BE AR INN SHEAR WALL FTG.
5/8' DIA. x 10'
AB. 8 48' O.C_
- 3 STORY
(WHERE PLYW'CCD
USE 5/8' DIA, x 10'
BOLT 9 32' O.C.
W/ 2x4 P.T. MUDSILL)
TOP OF STEM WALL BEYOND
4 GO SLAB ON
4' COMPACTED FILL
THICKENED EDGE
•- - -- - SLOPE 3' - - - -- - - --
d - 4
.Q a
� f
rep I
TYP. BRICK COLUMN AT ENTRY
2x6' STUDS NOT TO EXCEED 24' O.C.
2 2x4' STUDS NOT TO EXCEED 16' O.C.
WALL TIES SHALL BE CORROSION RESISTANT, AND IF
MADE OF SHEET METAL, SHALL MAVE A MIN_ TNICIQNESS
OF OB030 IN. (NO. 22 G=ALVANIZED SWEET GcAGE) BY 1/S'
OR IF OF WIRE, SHALL MAVE A MIN. DIA. OF 0.148 Iii (NO. 9
B.W. GAGE). WALL TIES SHALL BE SPACED SO AS TO SORT
NOT MORE THAN 2 5Q. FT. OF WALL AREA BUT SHALL NOT BE
MORE THAN 24' ON CENTER HORIZ. WALL TIES SMALL MAVE A
LIP OR HOCK aN THE EXTENDED LEG THAT WILL ENGA6E OR
ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING- A
DIA. OF OJ48 N. (NO.9 BSI! GAGE) OR EQUIV. 114E JO MI
REII� !CEIMBJT SMALL BE CONT. WITH BUTT SPLICES BETWEEN
TIES PEWITTIED. 15' FELT VAPORS SHALL BE APPLIED
OVER T14E SHEATHING-. AIR SPACE OF AT LEAST 1' SMALL BE
MAIN T AIMED BETWEEN THE BACK1NGs AND T14E VENEER. SPOT
BEDDWS AT ALL TIES SHALL BE OF CEMENT MORTAR.
2x6 STUDS g Ib' O.C. 0 3 STORY,
2x4 0 14 2 STORY
4' CCt4C_ SLAB OVER 4'
GRAVEL FILL W/ 6X6 - W2.1
x W2.1 W011. IN SLAB
` 6 MIL. VISOUEEN, W/ I' SAND
OVER s LIVNG- AREAS
2 -•4 DIA. 3'UP4
2 OR 3 DOILINI
I: ' f "m R1O� BEAR'NG WA! L ON S LAB
4' x 8' x 2' BRICKK
n GA. WIRE TIES IN
BED JOINTS 4 ACCROSS
CORE 10 MAX. SPACING
OF 1 PER 12' OF DIMENSION IN EACH
DIRECTION 4 12'oz. VERTICAL.
6' MINIMUM -1
DOOR OR WINDOW
OPENING
WOOD JOIST
SYSTEM
t s
CRAWL SPACE
Oz BA„ IS : 'T
6' OR 8' - SEE • '
PLANS
3' i" f i N.
r)
� i I
w s.
117 TO 19
SECTION
5/8' DIA. x 10' —
BOLT 0 36' O.C.
W/ 2x4 F.T.
MUDSILL
3/8' DIA.
WEEP POLES
2 0 021S)
O.C.
-,—E' MIN.
STEEL LEDGER TO
REST ON BRICK IN
MORTAR JOINT
BRICK VENEER -
ELEVATION VIEW
3' MAN.
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CRANE DESIGN, Inc. Reeerves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution
GENERAL NOTE&:
I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 SQ. FT. FOR EACH 150 60. FT. OF FLOOR AREA.
OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN)
AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES.
2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'.
3. ATTIC VENTILATION, 1/150 OF ATTIC AREA OR 1/300 IF 1/2 IS IN SOFFIT AND 1/2 IS 3 ABOVE PLATE
LINE.
4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE
OPENING.
5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SQFT. OR GREATER, A MECHANICAL
VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED.
SHO=JERS SHALL WAVE A FLOW CONTROL DEVICE TO LE''[ T FL OW TO A MAX. OF sa G 4 E PER G+:OW=_R
WEAD.
WATER, A1RE REQUIS-4ED TO BE LABELED AS c4x W/ NAECA IW1 ELECTRIC WATER
PEATERS LOCATED IN UNWEATED SPACES SUCL4 AS G-ARAG-ES TO BE INSTALL ED ON AN
.: , �550)_E 11� WS LATION 6 MINI. OF IS' ABOY F; OCR 6 :45 CR ELEC. (R- i`i��U
3. CONCRETE
6. VENT DRYER, BATH FANS, AND RANGES /OVENS TO THE OUTSIDE.
1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. I HR. TAPED AND FINISHED.
GARAGE AND BASEMENT SUPPORTS TO BE 1 HR (5/8' TYPE 'X' OR EQUAL)
8. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING.
S. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE 0 FRONT.
10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT.
THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN., NET CLEAR OPENING WIDTH
DIMENSION OF 20 BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR
11. FIREPLACE CODE COMPLIANCE PER 2003 IRC AND LOCAL BUILDING DEPT.
12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST
8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING, WHERE THE FIREPLACE OPENING IS 6 SQ. FT.
OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST
12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE
SUPPORTED ON WOOD FRAMING.
6TRUCTURAL NoTEs:
I. DESIGN LOADS (VERIFY SNOW LOAD PER AREA)
A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF)
B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF)
C. SEISMIC DESIGN CATEGORY D2 U.N.O. BY ENG.
D. WIND LOAD 22 PSF
E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE
SOIL. (1200 DEFAULT FOR CITY OF KENT)
2. FOUNDATIONS
A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT)
B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY)
C. UNDER FLOOR SLABS COMPACT FILL TO SEi% MMO.
A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM
WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND
6 -314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 PSI ASSUMED COMPRESSIVE
STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT IN ACCORDANCE WITH TABLE 4022 IRC
B. MI1NI11UM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE
WHERE SOIL NO PROBLEM.
C. EQUIVALENT FLUID PRESSURE, MIN. 35 PER CUBIC FOOT
4. REINFORCING STEEL
A. ALL REINFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS
ASTM A615 -WIT14 DETAILING, FABRICATION AND PLACEMENT PER IBC 2003 AND ACI -318
B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (3000 PSI)
OR 30 BAR DIAMETER
C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION.
D. WELDED WIRE MESH SHALL BE ASTM -A185.
5. WOOD
A. PER 2003 IRC
B. HEADERS/BEAMS - SEE PLAINS FOR ALL SIZES AND SPECIES.
13. APPLIC,-ATIGNI AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH
THE 2003 STATE OF WASHINGTON ENERGY CODE.
14. GLAZING IN COMPLIANCE WITH 2003 IRC t LOCAL BLDG DEPT.
15. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24'
ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS,
AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER
RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT.
16. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS.
11. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED
SAFETY GLASS OR SHATTER RESISTANT PLASTIC.
18. GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS.
M. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED
20. ALL EXTERIOR WOOD TO BE TREATED
21. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL,
NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS.
WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED
BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE
ATTACHED DRAWINGS, 14OWIEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONNSTRUCTICN.
22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. A=NY REPRO DUCTION OF THESE
PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE. DRAWINGS 'IUST PAY A FEE FOR
T HE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN! INC.
ENER NI0TE
ENERGY NOTES PER 2003 WAv:-+INGT STATE ENERGY CODE:
PROVIDE AND MINIMUM ADDED INSU LATION LEVEL OF
R -38 9 CEILING -
R -21 6 ALL WALLS EXPOSED TO l:+1 4EA T ED SPACES
R -30 FLOORS OVER UNHEATED SPACES
R -10 AT SLAB PERIMETER, INSTALLED PORIZONTAL LY 24' LP VOER SLAB, ;BEN CONCRETE FLOORS
ARE WITHIN 12' OF GRADE.
ALL OPENI= AND JOINTS IN EXTERIOR MALLS SH ',
ALL 13E SC•»LEr, GA._<E D C LE
, ,»T�R 5
' - TRiP°ED
AT LIMIT AIR LEAKAGE.
AN Af=f= ROWED VAPOR BARRIER St-ALL 5 E.- FRG E!Z1_Y iNSTt» = =4ED '`` ROOF, 'N ENCLOSED RI AE tR
SPACES, FCR;"icD WH RE. CEE FNC- AR lam- - DIRECTLY TO Ti-!=- u'�:rcRSiDE OF
RI APTIERS ALSO IN EXTERIOR WALLS
;`StAL ! ED .6 MIL B'_AC< vISCE G- RC��:�;D GCt/ER, _ABED 1" -0• �►T ,;LINTS •�.tVD E iX"ctiDED uP TO
0,ANDATION WALL ( REQUIRED AT ALL SPACES)_
FUREEEPLACES 55RALL BE PROVIDED W!Tl =:
A. TIGHTLY FITT= ='mss FLUE DAMP =RS_
$_ READILY AC.C= SSIBLE MANI,JAL OR AUTO CONTRO'_5.
C. SEE PLANS FOR PLY'JJOOD.
6. STRUCTURAL STEEL
ALL STRUCTURAL STEEL SHALL BE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL
BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSO.)
1. STRUCTURAL FRAMING
A. FRAMING TO BE IN COMPLIANCE WITH 2003 IRC
B. PROVIDE NAILING IN ACCORDANCE WITH 2003 IRC
NOTE:
STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MN. NAILING SCHEDULE AND OTHER
GENERAL SPECS.
C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING- PARTITIONS.
D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET.
E. USE APPROVED JOIST HANGERS WHERE REQUIRED.
F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER,
INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURER'S SPECIFICATIONS AND
INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE P.E. CARE MUST
BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING- MAT_
t TO ADEQUATELY BRACE TRUSSES.
S_ STUD WALLS
A. USE 2x6 HF*2 STUDS AT 16' O.C. (24' O.C. MAX.) PER 2003 IRC W/ 2x4' CONSTRUCTION,
SPACING NOT TO EXCEED 16' O_C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE USED s LOWEST LEVEL W/
SPACING NOT TO EXCEED 16' O.C.
B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGfsERED NOT LESS THAN 4 FEET.
MIN. NAILING- OF 8 -16d 0 48' MIN. LAPS 1 EACH SIDE OF JOINT WArod S 12' O.G.
BETWEEN PLATES FOR EXT. t INT. LONG WALL (2 t 3 STORY BLDG-.). REVIMED FOR
9. ROOFING-
A. APPLY ROOFING IN ACCORDANCE WITH 2003 IRC
B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS.
FLOOR D IAPHRA i
i" iNl lid`? 19/32' THIC4NESS APA RATED TONGUE t GROOVE SHEATHING WITH 10d NAILS
s 6' O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 10' O.G. AT INTERI"1ED LATE
FRAMING i .co ERS (SEE ARCH. PLANS AND / OR GE = RAL NOTES FOR REQ'Sa
SPECIFICATIONS:
CONC.RE T E AND STEEL SPECIFICATIONS--
1. USE 3AWO PS1 CONCRETE SPECS AT 28 DAYS.
2. US ASTi AG -18 -68 OR EOU L GRADE 40 R BAR LAPP~D 30' 1iEf ' AT SPLICES,C-01SNERS
N ERSECTICNS_
CODECOMPMNCE
JAN 31 2006
CRY Of Tuktla
2003
I.B.C.
FCR � ". N%FFACTURED ROOF OR FLOOR TRUSSES, iINCLU7i1iG- GURDER TR S�:ES_ ETC:.
1. THE TRIJISS MANLFACTURER SHALL PROVIDE ALL DES:'GN AND ENG,N ' ER.NN6 Wi T H WASHN1� ' TON STA c
P.E. STAMP ON DES1606. DURRNG ERECTION OF TR.ISSES, T6S BUILDER S:-IALL i A.K= CAS TO
ADEQUATEL BRACE TR.ISSES s ALSO NOT TO OYtRLOAD T 14EM WITH EXCESS BUIE DItiG MATERIALS-
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CRQ+VE DESIGN, Inc. Reserves All legal Rights To Material On This Shea! - vublect To Criminal Prosecutlon
FASTENER SCHEDULE FOR
STRUCTURAL MEMPERS
DESCRIPTION OF BUILDING ELEMENTS
NUMBER 4 TYPE
OF FASTENER'br
SPACING OF
FASTENERS
Joist to sill or girder, toenail
3 - Sd
Edges Cinches)'
1'X6' sub floor or less to each joist, face nail
2 -Sd
2 staples, 1
FASTENERSt°''
2' subfloor to ,joist or gloder, blind and face nail
2 - 16d
Wood structur panels subfloor, roof and wall sheathing to framing,
Sole plate to Joist or blockin , Face nail
lfod
16' oc.
Top plate/Sole plate to stud, end nail
2 -16d
Sd common nail
Stud to sole plate, toe nail
3 -Sd or 2 -16d
Double studs, face nail
lod
24' oc.
Double top plates, face rail
loci
24' oc.
Sole plate to joist or blocking, at braced wall panels
3 -16d
16' o.c.
Double top plates, minimum 24 -Inch offset of end joist,
face nail in lapped area
8 -16d
3
Blocking between foists or rafters to top plate, toenail
3 -8d
nail 6a common ra l
Rim joist to top plate, toe nail
Sd
6' 0. a.
Top plates, la es at corner and intersections, face nail
2 -10d
Built up header, two pieces with 1 /2' spacer
I(od
16' oc. along
each edge
Continued header, two nieces
f6d
16' oc. along
each edge
Ceiling ,joists to plate, toe nail
3 -Sci
! i
Continuous header to stud, toe nail
4 -8d
Ceiling ,joist, laps over partitions, face nail
3 -10d
Ceiling ,joists t0 p arallel rafters, face nail
3 -10d
1 3i4' galvanized roofir.
Rafter to plate, toenail
2 -16d
fiberboard si trirg
1' brace to each stud and plate, face nail
2 -8d
2 staples i
T
1' x 6' sheathing to each bearing, face nail
2_8d
2 staples N
1' x 8' sheathing to each bearing, face nail
2 -8d
3 staples 1
Wider than I' x 8' sheathing to each bearing, face nail
3 -8d
4 staples 1
1 12'
Built -up corner studs
loci
24' oc.
Built -up girders and beams, 2 -Inch lumber lagers
loci
Nail each layer as
follows: 32' oc. at
top and bottom
and staggered.
Two nails at ends
and at each splice.
2' planks
2 -166
At each bearing
Roof rafters to ridge, valley or hip rafters:
toe nail
face nail
4 -16d
3 -16d
Rafter ties to rafters, face
3 -8d
•CGVi'et -G - CQ �:C �- A=' - �s'o+� 5ra" Be CX+xKe %✓d To Gtisc:.'a :=v..
f
For 51:1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 11609 km/h
a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathin
connections shall have minimum average bending gelid strength as shown: 80 ksl (551 MPa) for shank diameter gq
er of 0.192 inch
(20d common nail), SO ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi
(689 MPa) for shank diameters of 0.142 inch or less. t
b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width.
C. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 Inches or greater.
d. Four foot -by - - foot or 4 - foot -bg -9 -foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R6023(2).
f. For regions having basic wind speed of 110 mph or greater, Sd deformed nails shall be used for attaching plywood and
wood structural panel roof sheathing to framing within minimum 48 -Inch distance from gable end walls, If mean roof height is
more than 25 feet, up to 35 feet maximum.
g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable
end wall framing shall be spaced 6 inches on center. Ukien basic wind speed is greater than 100 mph, nails For attaching
panel roof sheathing to intermediate supports shall be spaced 6 i nches on center for minimum 48 -Inch distance from ridges,
eaves and gable end walls/ and 4 inches on center to gable endwall framing.
h. Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall
conform to either AHA 194.1 or ASTM C 208
1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported bg framing members and at all
floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported bg framing
members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing
members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported
bg framing members or solid blocking.
MECHANICAL.
SOLID FUEL BURNING APPLIANCES
Solid fuel burning appliances include airtight stoves, fire places stoves, room
heaters /fireplaces stoves, factory -built fireplaces, and fireplace Inserts.
Unless otherwise adopted bg King County, all solid fuel burning appliances
shall comply with 2003 IRC
HEATING
Each dwelling unit shall be provided with heating facilities capable of
maintaining 10*F at a point 3 ' above the floor in all habitable rooms
A. Fuel burning equipment located within the building
envelope (constructed under the_ W S.E.C-) shall obtain
combustion air from outdoors.
NOTE: BUILDING ENVELOPE The elements of a building which
enclose conditioned spaces through which thermal energy may
be transferred to or from the exterior.
B. Fuel burning equipment located outside the building
envelope shall meet the provisions of 2003 IRC
C. Ductwork, location and source of combustion air, refer
To 2003 IRC
All warm -air furnace shall be listed and labeled bg an approved agency and
installed to listed specifications.
Appliances intended for installation in closets, alcoves or confined spaces shall
be so listed.
No warm -air furnace shall be installed in a room used of designed to be used
as a bedroom, bathroom, closet or in any enclosed space with access only
through such room or space, except direct vent furnaces, enclosed furnaces and
electric heating furnaces.
No warm-air furnace shall be Installed in a closet or alcove less than 12' wider
than the furnace or furnaces installed with a minimum clear working space less
than 3' along the sides, back and top of the furnace. JI
Liquefied petroleum, gas - burning appliances shall not be installed in a pit,
basement, or similar location where heavier -than -air gas might collect.
Appliances so fueled shall not be installed in an above -grade under floor
space or basement unless such location Is provided with an approved
means for remova I of unburned gas. (Approva I must be granted by
the Building Official.
Heating and cooling equipment located in a garage and which generates a
glow, spark or flame capable of igniting flammable vapors shall be installed
with the pilots and burners or heating elements and switches at least 18' above
tl floor level_
Fire dampers !Teed not be installed in air ducts passing through the wall, floor,
or ceiling separating a residence (Group R, Division 3 occupancu) from a oarage
(Group U, Division I occupancu)provided such ducts within the garage are con-
structed of steel having a thickness not less Won 0019 Inch (No, 2fo Galvanized
sheet gauge) and have no openings Into the garage_
War_ri -air furnace installations in attics or crawl spaces shall compig with 2003 IRC
Every appliar'ce (dryer, range, etc designed to be vented shall be connected to
a venting sustem.
=_ve -y factor- built dh mrev, Type L vent, TSpe B gas v9nt or Type 15U oas vest
shall be installed -r► acccrdarvce with We terns of its listing., manufacture's Inst-
ructions
GENERAL:
I. PILOTS, BUFNER, HEATING ELEMENTS
4 SWITCHES OF THE FURNACE AND H.W.
SHOULD BE A MINIMUM OF 18' ABOVE
THE GARAGE FLOOR. THESE SHOULD
ALSO BE PROTECTED AGAINST ANY
VEHICULAR COLLISION.
2. EXIT DOORS SHALL BE OPERABLE
FROM THE INSIDE WITH A NIGHT
LIGHT, DEAD BOLT, OR SECURITY
CHAIN MOUNTED AT A HEIGHT OF
48' MAXIMUM ABOVE FINISHED
FLOOR-
3. ALL WOOD IN CONTACT WITH
CONCRETE OR MASONRY SHOULD
BE PRESSURE TREATED WOOD
AND BRANDED BY AN APPROVED
AGENCY.
4. LIVING ROOM CEILING IS 24'
ABOVE HALLWAY WHICH LEADS
TO SLEEPING- ROOMS, A SMOKE
DETECTOR WILL BE INSTALLED
AT THE HIC-- -HEST POINT.
5. RECESSED LIGHTING- FIXTURES
SHOULD BE i G. RATED AND
ENCLOSURE LINED WITH A 1/2'
G -W.B. TAPE AND FINISH.
6_ ALL DUCTS, PLENUMS, AND ENCL-
OSURE THROUGH OR ALONG UN-
HEATED SPACES.(INCLUDiNG THOSE
FROM GARAGE INSTALLATIONS),
SHOULD BE THERMALLY INSULATED
EXCEPT THOSE INSTALLED BETWEEN
WALLS OR IN A SPACE NOT E
TO OUTSIDE AIR.
E
0 �1
- - . _Jkh \
1 W-055- t
X or
vsnt ccrzeatfor s shall be fwstairied within the space or area In which the app( icr�ce
!s located and nail be ccrrjec:ed to a chll! :reu or vw.t in s uch a t'icrrb...r as t0
�- a :nta in tee c!eararce to cc^.'b:jstib!es_
r'c:CTWQ..- G:
A. Duct suste:rs shall be o= m.,eaal or factc - Tads
o i ducts compluirg with 2003 IRC
B. Joints and seams siraii be substantial:y airtight,
(rectargular ducts) (Fla t, Ova 1, and rc rd d;;c:s)_
C. lrstallation of ducts shell complg with 2003 IRC
D. Duct irsulaticn shall be installed in accordance with
2003 U6EC_
To 19_ Cc ' °'tea Y9PiP aB�- "s'
•
u
me
93
1. DRYER MOISTURE EXHAUST DUCT
SHALL NOT EXCEED A TOTAL OF
COMBINED HORIZONTAL AND VERT-
ICAL EFFECTIVE LENGTH OF 14' -0
.
8. MASONRY FIREPLACES SHOULD
BE PROVIDED WITH A TIGHTLY
FITTING FLUE DAMPER AND A
READILY ACCESSIBLE MANUAL
CONTROL. AN OUTSIDE SOURCE
OF COMBUSTION AIR SHOULD BE
PROVIDED WiTH A DUCT OF 4 So.
INCHES MINIMUM AREA AND REA-
DILY OPERABLE DAMPER.
S. WATER HEATERS LOCATED IN THE
GARAGE OF UNHEATED FLOOR ARE
TO BE INSTALLED ON INCOMPRE-
SSiBLE INSULATION.
10. 140T AND COLD WATER NEATER
PIPES iN THE GARAGE SHOULD BE
INSULATED WiTH MINIMUM R -3 INSUL.
WiTH A FLAME SPREAD OF 25 OR
LESS.
11. THE SHOWER SURROUNDS ARE TO
BE A SMOOTH, HARD AND NON-
ABSORBENT SURFACE NOT LESS
THAN 10' ABOVE THE DRAIN INLET.
12. GYPSUM WALL BOARD BACKING
USED FOR TUB OF SHOWER ENCL -
06URES SHOULD BE OF A WATER
RESISTANT MATERIAL. DO NOT
INSTALL OVER VAPOR BARRIER
ON WALLS OR ON THE CEILING.
13. AIR DUCTS PASSING THROUGH
GARAGE WALLS, FLOOR OR
CEILING ARE TO BE 410. 26
GALVANIZED STEEL WITH NO
OPENINGS INTO THE GARAGE.
14. LANDING -S OUTSIDE TO BE NO
MORE THAN 1' BELOW THE
THRESHOLD.
15. INTERMEDIATE RAILS TO BE
NO MORE THAN 4' APART.
16. STAIR HANDRAILS AND HAND GRIPS
ARE TO HAVE 11/4' TO 2' CROSS
SECTIONALS AND RETURN TO WALL.
(CONTINUOUS)
Il. 5/6' TYPE 'X' GW.B. UNDER ALL
Stair WELLS AND DOUBLE LAYER
IF STRINGER SPACING 16 MORE
THAN f6'o.c.
18. WATER HEAT SHALL BE
SEISMIC ALLY STRAPPED AT A
POINT WITHIN THE UPPER i /3RD AND
THE LOWER I/3RD OF ITS VERTICAL
DIMENSION. THE LOWER STRAP SHALL
BE NOT LESS THAN 4 INCHES ABOVE
THE CONTROLS.
4. WOOD SHINGLE OR SHAKE TO BE
INSTALLED PER 2003 IRC
5. ASPHALT SHINGLE (COMP) TO BE
INSTALLED PER 2003 IRC
6. 22'x30' ATTIC ACCESS TO BE
PROVIDED FOR EACH SEPARATE
ATTIC AREA WITH NO LESS THAN
30' FOR HEADROOM. ATTIC ACCESS
OR TO HAVE R -30 INSULATION MINIMUM.
AND WEATHER STRIPPED.
HARDWARE TO PROVIDE TIGHT
CLOSURE.
1. TRUSSES TO BE DESIGNED AND
STAMPED BY A WASHINGTON
STATE STRUCTURAL ENGINEER
CALCULATIONS ARE TO BE SUBM-
ITTED FOR CODE COMPLIANCE
PRiOR TO FABRICATION OR PER-
MIT ISSUANCE.
8. APPROVED HANGERS TO BE
USED AT ALL CONNECTIONS OF
RAFTERS, JACK OR HIP TRUSSES
TO THE MAIN GIRDER TRUSS.
TRUSS MANUFACTURER TO PRO-
VIDE TYPE.
S. NONBEARING WALLS SHOULD BE
HELD DOWN FROM THE TRUSS TO
BOTTOM CHORD WITH AN APPR-
OVED FASTENER TO INSURE TRUSS
BOTTOM CHORD WiLL NOT BEAR
ON NONBEARING WALL.
10. ROOF TO BE ANCHORED TO RE -
SIST NET WiND UPLIFT LOADS.
USE SIMPSON 'Hl' ANCHORS.
11. TRUSSES WiLL NOT BE FIELD ALT-
ERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENG-
INEERING CALCULATIONS.
12. TRUSSES SHALL HAVE DETAILS
AND DRAWINGS ON SITE FOR FIELD
INSPECTICN.
13. PROVIDE SCREENED BLOCKING
OVER SUPPORTS.
14. SHADED AREAS = FRAME OVER
WITH 2x6 RAFTERS 0 24'o.c. UN.O.
SPANS EXCEEDING= 10' -3' FRAME
OVER W/ 2x8' 0 24' O.C.
FOUNDATION:
GALVANIZED METAL FLASHING
TO BE INSTALLED BETWEEN
CONCRETE SLAB, AND WOOD
MATERIAL AT EXTERIOR
PORCHES AND LANDINGS TO
RIM JOIST.
2. CONCRETE FIER PADS SHOULD
PROJECT AT LEAST 8' ABOVE
GROUND UNLESS PRESSURE
TRREATED MATERIALS ARE USED.
M. WINDOW *MANUFACTURER TO PRO-
VIDE PORT HOLES IN EACH
WINDOW IN EACH HABITABLE ROOM.
20. WATER HEATER PRESSURE RELIE
VALVE TO DRAIN BY GRAVITY
TO EXTERIOR
21. ALL SAFETY G- LAZNNG SHALL BE
PERr'1 ' : TLY LABELED DESIGNATI11srS
THE TYPE AND 1 HIG'NIESS OF G-LA55
AND TPE SAFETY GLAZING STANDARD
WITH WI-lICW IT CaMPLIES
ROOF:
1. ATTIC VENTILATION AS PER
2003 IRC SEE VENTILATICN'S
CALCULATIONS PROVIDED_
2. VENT OPEN s 4 I C-6 SHALL BE
COVERED WITH CGRROVON
RESISTANT WIPRE MESH WITH
OPEN , - OF 1/4 Sa. INCH
D i f" ._N ION.
3. ROOF VALLEYS TO HAVE 28
GAUGE GALVANIZED F! ASH N ` .
SECTIONS:
1. ALL EXPOSED INSULATION MATER -
AILS INGLUDING- FACT? - S X AS
VAPOR SARQiERS CR UPEATHE .ED
f APER SHOULD HAVE FLAME *S-F AD
/SMOKE DEVELOPED RAT i, * S.,POWN
O!N 25/450 OR LESS.
NOTE:
ALL iN C rIAA i iCN FROViDED
ON ON T 5fPcE_-r C f EFZ
v v a. �. • . ..i f �. � i E
2003 !RC
VERIFY LOCAL CODES IF
C0NI I RUICTION IS IN OTPER
T AAN WA_ STA T E.
c .
2 1 ki hs
MfJ V � r ���� •�
to t�
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11
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Q
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2003
I.B.C.
r
SPACIWG OF FASTENERS
DESCRIPTION OF
I DESCRIPTION OF
Edges Cinches)'
Intermediate supporte
BUILDING- MATERIALS
FASTENERSt°''
(inches)
Wood structur panels subfloor, roof and wall sheathing to framing,
and particleboard wall shsathin to framing
5/16 • - I/2 ` 6d commcri nail 6
12
(sub floor, wall)
Sd common nail
(rCOf)�
IS/32 1 common nail 6
12
i 1/8 IlOcl common nail or 6
12
l ed deformed hall
Other wall sheathin ''
1!2' re cellulosic
i i/2' c�aivan'zed roofina
3
b
fiberboard shea thins
nail 6a common ra l
staple 169a, 1 1/2' loeq
1/2' structural cellulosic
1 112' galvanized roofing
3
6
Fiberboard sheath
nail Sd common nail:
! i
staple i6ga , 1 1/2" long
25/32' structural cellulosic
1 3i4' galvanized roofir.
3
6
fiberboard si trirg
nail: 8a c ;orm -on na
staple 16oa 1 3/4' long
1 12'
1 1/2' oaIva zed roofing
4
nail 6a co-=on nail
stapee galvanized, 1 1/2'
!onu: 1 114' scre;us,
j
Type W or S
5/8' sreat;i rc 13/4 oalvanized roo *`Er. 4
8
l StakDIC
ga lvan i zed, 15i8' j
t one: i 5 i8'
Wood strucut ral - are as, CU.rbiratt s l ccr u►'desriav -ert to framLc
3/4' and less 16d del -n d rc i I or 8d i b
12
j co�*�or- r►.a i 1 j
con-1- ,r= nail or 8d 1 6
12
defopmssd rail ;
1 1 /8' - i 114' �YZd cc . m on raa i i or Sd I 6
12
defcr'r.�i r a [I
•CGVi'et -G - CQ �:C �- A=' - �s'o+� 5ra" Be CX+xKe %✓d To Gtisc:.'a :=v..
f
For 51:1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 11609 km/h
a. All nails are smooth - common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathin
connections shall have minimum average bending gelid strength as shown: 80 ksl (551 MPa) for shank diameter gq
er of 0.192 inch
(20d common nail), SO ksi (620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 ksi
(689 MPa) for shank diameters of 0.142 inch or less. t
b. Staples are 16 gage wire and have a minimum 1/16 inch on diameter crown width.
C. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 Inches or greater.
d. Four foot -by - - foot or 4 - foot -bg -9 -foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R6023(2).
f. For regions having basic wind speed of 110 mph or greater, Sd deformed nails shall be used for attaching plywood and
wood structural panel roof sheathing to framing within minimum 48 -Inch distance from gable end walls, If mean roof height is
more than 25 feet, up to 35 feet maximum.
g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable
end wall framing shall be spaced 6 inches on center. Ukien basic wind speed is greater than 100 mph, nails For attaching
panel roof sheathing to intermediate supports shall be spaced 6 i nches on center for minimum 48 -Inch distance from ridges,
eaves and gable end walls/ and 4 inches on center to gable endwall framing.
h. Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253. Fiberboard sheathing shall
conform to either AHA 194.1 or ASTM C 208
1. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported bg framing members and at all
floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported bg framing
members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing
members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported
bg framing members or solid blocking.
MECHANICAL.
SOLID FUEL BURNING APPLIANCES
Solid fuel burning appliances include airtight stoves, fire places stoves, room
heaters /fireplaces stoves, factory -built fireplaces, and fireplace Inserts.
Unless otherwise adopted bg King County, all solid fuel burning appliances
shall comply with 2003 IRC
HEATING
Each dwelling unit shall be provided with heating facilities capable of
maintaining 10*F at a point 3 ' above the floor in all habitable rooms
A. Fuel burning equipment located within the building
envelope (constructed under the_ W S.E.C-) shall obtain
combustion air from outdoors.
NOTE: BUILDING ENVELOPE The elements of a building which
enclose conditioned spaces through which thermal energy may
be transferred to or from the exterior.
B. Fuel burning equipment located outside the building
envelope shall meet the provisions of 2003 IRC
C. Ductwork, location and source of combustion air, refer
To 2003 IRC
All warm -air furnace shall be listed and labeled bg an approved agency and
installed to listed specifications.
Appliances intended for installation in closets, alcoves or confined spaces shall
be so listed.
No warm -air furnace shall be installed in a room used of designed to be used
as a bedroom, bathroom, closet or in any enclosed space with access only
through such room or space, except direct vent furnaces, enclosed furnaces and
electric heating furnaces.
No warm-air furnace shall be Installed in a closet or alcove less than 12' wider
than the furnace or furnaces installed with a minimum clear working space less
than 3' along the sides, back and top of the furnace. JI
Liquefied petroleum, gas - burning appliances shall not be installed in a pit,
basement, or similar location where heavier -than -air gas might collect.
Appliances so fueled shall not be installed in an above -grade under floor
space or basement unless such location Is provided with an approved
means for remova I of unburned gas. (Approva I must be granted by
the Building Official.
Heating and cooling equipment located in a garage and which generates a
glow, spark or flame capable of igniting flammable vapors shall be installed
with the pilots and burners or heating elements and switches at least 18' above
tl floor level_
Fire dampers !Teed not be installed in air ducts passing through the wall, floor,
or ceiling separating a residence (Group R, Division 3 occupancu) from a oarage
(Group U, Division I occupancu)provided such ducts within the garage are con-
structed of steel having a thickness not less Won 0019 Inch (No, 2fo Galvanized
sheet gauge) and have no openings Into the garage_
War_ri -air furnace installations in attics or crawl spaces shall compig with 2003 IRC
Every appliar'ce (dryer, range, etc designed to be vented shall be connected to
a venting sustem.
=_ve -y factor- built dh mrev, Type L vent, TSpe B gas v9nt or Type 15U oas vest
shall be installed -r► acccrdarvce with We terns of its listing., manufacture's Inst-
ructions
GENERAL:
I. PILOTS, BUFNER, HEATING ELEMENTS
4 SWITCHES OF THE FURNACE AND H.W.
SHOULD BE A MINIMUM OF 18' ABOVE
THE GARAGE FLOOR. THESE SHOULD
ALSO BE PROTECTED AGAINST ANY
VEHICULAR COLLISION.
2. EXIT DOORS SHALL BE OPERABLE
FROM THE INSIDE WITH A NIGHT
LIGHT, DEAD BOLT, OR SECURITY
CHAIN MOUNTED AT A HEIGHT OF
48' MAXIMUM ABOVE FINISHED
FLOOR-
3. ALL WOOD IN CONTACT WITH
CONCRETE OR MASONRY SHOULD
BE PRESSURE TREATED WOOD
AND BRANDED BY AN APPROVED
AGENCY.
4. LIVING ROOM CEILING IS 24'
ABOVE HALLWAY WHICH LEADS
TO SLEEPING- ROOMS, A SMOKE
DETECTOR WILL BE INSTALLED
AT THE HIC-- -HEST POINT.
5. RECESSED LIGHTING- FIXTURES
SHOULD BE i G. RATED AND
ENCLOSURE LINED WITH A 1/2'
G -W.B. TAPE AND FINISH.
6_ ALL DUCTS, PLENUMS, AND ENCL-
OSURE THROUGH OR ALONG UN-
HEATED SPACES.(INCLUDiNG THOSE
FROM GARAGE INSTALLATIONS),
SHOULD BE THERMALLY INSULATED
EXCEPT THOSE INSTALLED BETWEEN
WALLS OR IN A SPACE NOT E
TO OUTSIDE AIR.
E
0 �1
- - . _Jkh \
1 W-055- t
X or
vsnt ccrzeatfor s shall be fwstairied within the space or area In which the app( icr�ce
!s located and nail be ccrrjec:ed to a chll! :reu or vw.t in s uch a t'icrrb...r as t0
�- a :nta in tee c!eararce to cc^.'b:jstib!es_
r'c:CTWQ..- G:
A. Duct suste:rs shall be o= m.,eaal or factc - Tads
o i ducts compluirg with 2003 IRC
B. Joints and seams siraii be substantial:y airtight,
(rectargular ducts) (Fla t, Ova 1, and rc rd d;;c:s)_
C. lrstallation of ducts shell complg with 2003 IRC
D. Duct irsulaticn shall be installed in accordance with
2003 U6EC_
To 19_ Cc ' °'tea Y9PiP aB�- "s'
•
u
me
93
1. DRYER MOISTURE EXHAUST DUCT
SHALL NOT EXCEED A TOTAL OF
COMBINED HORIZONTAL AND VERT-
ICAL EFFECTIVE LENGTH OF 14' -0
.
8. MASONRY FIREPLACES SHOULD
BE PROVIDED WITH A TIGHTLY
FITTING FLUE DAMPER AND A
READILY ACCESSIBLE MANUAL
CONTROL. AN OUTSIDE SOURCE
OF COMBUSTION AIR SHOULD BE
PROVIDED WiTH A DUCT OF 4 So.
INCHES MINIMUM AREA AND REA-
DILY OPERABLE DAMPER.
S. WATER HEATERS LOCATED IN THE
GARAGE OF UNHEATED FLOOR ARE
TO BE INSTALLED ON INCOMPRE-
SSiBLE INSULATION.
10. 140T AND COLD WATER NEATER
PIPES iN THE GARAGE SHOULD BE
INSULATED WiTH MINIMUM R -3 INSUL.
WiTH A FLAME SPREAD OF 25 OR
LESS.
11. THE SHOWER SURROUNDS ARE TO
BE A SMOOTH, HARD AND NON-
ABSORBENT SURFACE NOT LESS
THAN 10' ABOVE THE DRAIN INLET.
12. GYPSUM WALL BOARD BACKING
USED FOR TUB OF SHOWER ENCL -
06URES SHOULD BE OF A WATER
RESISTANT MATERIAL. DO NOT
INSTALL OVER VAPOR BARRIER
ON WALLS OR ON THE CEILING.
13. AIR DUCTS PASSING THROUGH
GARAGE WALLS, FLOOR OR
CEILING ARE TO BE 410. 26
GALVANIZED STEEL WITH NO
OPENINGS INTO THE GARAGE.
14. LANDING -S OUTSIDE TO BE NO
MORE THAN 1' BELOW THE
THRESHOLD.
15. INTERMEDIATE RAILS TO BE
NO MORE THAN 4' APART.
16. STAIR HANDRAILS AND HAND GRIPS
ARE TO HAVE 11/4' TO 2' CROSS
SECTIONALS AND RETURN TO WALL.
(CONTINUOUS)
Il. 5/6' TYPE 'X' GW.B. UNDER ALL
Stair WELLS AND DOUBLE LAYER
IF STRINGER SPACING 16 MORE
THAN f6'o.c.
18. WATER HEAT SHALL BE
SEISMIC ALLY STRAPPED AT A
POINT WITHIN THE UPPER i /3RD AND
THE LOWER I/3RD OF ITS VERTICAL
DIMENSION. THE LOWER STRAP SHALL
BE NOT LESS THAN 4 INCHES ABOVE
THE CONTROLS.
4. WOOD SHINGLE OR SHAKE TO BE
INSTALLED PER 2003 IRC
5. ASPHALT SHINGLE (COMP) TO BE
INSTALLED PER 2003 IRC
6. 22'x30' ATTIC ACCESS TO BE
PROVIDED FOR EACH SEPARATE
ATTIC AREA WITH NO LESS THAN
30' FOR HEADROOM. ATTIC ACCESS
OR TO HAVE R -30 INSULATION MINIMUM.
AND WEATHER STRIPPED.
HARDWARE TO PROVIDE TIGHT
CLOSURE.
1. TRUSSES TO BE DESIGNED AND
STAMPED BY A WASHINGTON
STATE STRUCTURAL ENGINEER
CALCULATIONS ARE TO BE SUBM-
ITTED FOR CODE COMPLIANCE
PRiOR TO FABRICATION OR PER-
MIT ISSUANCE.
8. APPROVED HANGERS TO BE
USED AT ALL CONNECTIONS OF
RAFTERS, JACK OR HIP TRUSSES
TO THE MAIN GIRDER TRUSS.
TRUSS MANUFACTURER TO PRO-
VIDE TYPE.
S. NONBEARING WALLS SHOULD BE
HELD DOWN FROM THE TRUSS TO
BOTTOM CHORD WITH AN APPR-
OVED FASTENER TO INSURE TRUSS
BOTTOM CHORD WiLL NOT BEAR
ON NONBEARING WALL.
10. ROOF TO BE ANCHORED TO RE -
SIST NET WiND UPLIFT LOADS.
USE SIMPSON 'Hl' ANCHORS.
11. TRUSSES WiLL NOT BE FIELD ALT-
ERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENG-
INEERING CALCULATIONS.
12. TRUSSES SHALL HAVE DETAILS
AND DRAWINGS ON SITE FOR FIELD
INSPECTICN.
13. PROVIDE SCREENED BLOCKING
OVER SUPPORTS.
14. SHADED AREAS = FRAME OVER
WITH 2x6 RAFTERS 0 24'o.c. UN.O.
SPANS EXCEEDING= 10' -3' FRAME
OVER W/ 2x8' 0 24' O.C.
FOUNDATION:
GALVANIZED METAL FLASHING
TO BE INSTALLED BETWEEN
CONCRETE SLAB, AND WOOD
MATERIAL AT EXTERIOR
PORCHES AND LANDINGS TO
RIM JOIST.
2. CONCRETE FIER PADS SHOULD
PROJECT AT LEAST 8' ABOVE
GROUND UNLESS PRESSURE
TRREATED MATERIALS ARE USED.
M. WINDOW *MANUFACTURER TO PRO-
VIDE PORT HOLES IN EACH
WINDOW IN EACH HABITABLE ROOM.
20. WATER HEATER PRESSURE RELIE
VALVE TO DRAIN BY GRAVITY
TO EXTERIOR
21. ALL SAFETY G- LAZNNG SHALL BE
PERr'1 ' : TLY LABELED DESIGNATI11srS
THE TYPE AND 1 HIG'NIESS OF G-LA55
AND TPE SAFETY GLAZING STANDARD
WITH WI-lICW IT CaMPLIES
ROOF:
1. ATTIC VENTILATION AS PER
2003 IRC SEE VENTILATICN'S
CALCULATIONS PROVIDED_
2. VENT OPEN s 4 I C-6 SHALL BE
COVERED WITH CGRROVON
RESISTANT WIPRE MESH WITH
OPEN , - OF 1/4 Sa. INCH
D i f" ._N ION.
3. ROOF VALLEYS TO HAVE 28
GAUGE GALVANIZED F! ASH N ` .
SECTIONS:
1. ALL EXPOSED INSULATION MATER -
AILS INGLUDING- FACT? - S X AS
VAPOR SARQiERS CR UPEATHE .ED
f APER SHOULD HAVE FLAME *S-F AD
/SMOKE DEVELOPED RAT i, * S.,POWN
O!N 25/450 OR LESS.
NOTE:
ALL iN C rIAA i iCN FROViDED
ON ON T 5fPcE_-r C f EFZ
v v a. �. • . ..i f �. � i E
2003 !RC
VERIFY LOCAL CODES IF
C0NI I RUICTION IS IN OTPER
T AAN WA_ STA T E.
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C
CRANE DESIGN. Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution
4x POSTS OR (2) 2x STUDS
e MIN, f6' O.C.
li "2' PLYWOOD W/ Sd NAILS
s 3' O.C. UN.O. AT PANEL EDGES
EXTEND PLYWOOD TO OVERLAP
RIM JOIST 4 SILL PLATE
3200" CAPACITY STRAP
14OLDOtUNS * MINIMUM UN.O
(SEE PLANS)
CONC. FOUNDATION 4 FOOTING
* NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO 14OLDOWNS
CAN BE USED AT EACH CORNER TO MEET T14E REQUIRED LOAD.
2. ALTERNATE TYPES OF APPROVED HOLDOWN5 CAN BE USED IN
PLACE OF STRAP HOLDOWN5. SUBMIT DETAILS FOR AGENCY
APPROVAL.
PANEL AT FLOOR OVER CRAWL 5FACE
TOP PLATE
=ADER
- 2x STUDS, NAiL SHEATHNIG
EACH STUD
a NAIL PER TABLE 23- 11-B -I
°A RATED S14EATNING 3/8' MIN-
4x POSTS OR (2) 2x STUDS
a MIN. 24' O.C.
1/2' PLYWOOD W/ 8d NAILS
93' O.C. s PANEL EDGES
FTA5 OR EQ. W. 2 -1/2' BOLT MIN.
3200' CAPACITY FLOOR
TIE ANCHORS
2x4' s 48' O.C. W/ (5)10d
EACH END
5/8' VIA. x 12' A.B.
(2) 2x PLATES
2x P.T. SILL PLATE
3200' CAPACITY STRAP
HOLDOWNS
* NOTES: 1. ALL STRAP NOLDOlLINS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INCLUDING CORNER INSTALLATION. TWO 14OLDOWNS
CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD.
2. ALTERNATE TYPES OF APPROVED 14OLDOWNS CAN BE USED IN
PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR AGENCY
APPROVAL.
FANEL_ AT FL_00FR OVER PONY WALL
- 2x4 BLOCKING AT ANY
_Yi.LOOC JOINT
°PROV=ED HOOKED -END WOOD
3 C XeR!E TE C XN ECTORS WITH
00 CAPACITY (MIN-)
- ?x ;°LATES - MAIL 5i- 1EATHING
3 EACH PLATE
- 3/4' DIA. A.B. - 12' E" IBEELAIEI`iT
QUARTER POINTS
•4 BAR C NT,
TCP 4 BOTTOM
ALT. WALL_ PANT EL
(P °RO- ASICN5 F✓R 1 4 2 e-
Bt3iiG:• )
NOTE: EXCEPT ICAN FCR. 2 STCQY ST tti T
FIRS'e STORY OF A i STORY:
1) EA.'� PANEL SH.: -LL BE Si `A►T1JEED 0.4 EA- FACE
2) T64REE ANCHCQ BOLTS PER PANEL PLACED
Clrr= -r-F TH P0.W16.
3) TIE 00JX DEVIC L APLPT CAP SUAL L NOT
BE LEw T1 4lly 3?rW lbs.
•CCNTQACT R NOTE: sii Shia! 5e C 0�e Ard ve'ie-e4 Prior To Comm- -Qct %or
f
.4
1' -4'
MIN.
2x TOP PLATE
HEADE /EATWIN
NAIL SHEADER AT
3' O G_
2 - 2x S G- TO EAC
Sd _ iL5 AT 3' O.G. ALL PLATES.
HE ERS 4 STUDS
. A RATED 5HEATWWx 3i8' MIN.
24/0 EXP. 1
2 - 2x4 BLOCKING- AT ANY
PLYWOOD JOINT
APPROVED HOCKED -END WOOD
TO C X4CRETE C,CMECTORS UAT14
3200 CAPACITY (MIND
2 - 2x PLATE5 - NAIL SHEATI4..%'G
TO EACH PLATE
2 -1/2 DIA - AB. - 7' RIBECMBIT
CC NT!M;OU� FOOT INI G OR SLAB EDGE
,`GTE: FOR .' - N- C- --A.�` sE EANO W"ALL5 AS �. ' '_ F A FLOOR INTERVONEs
BE c= FCtXDATfCN A.ND BRACED °Q. , TI-E PL1l'W�OOD S1ALL
A� T1-XE PSI JOIST ANUD" SILL PLATE. -CE F+OL :a,
T5 AND PLYWCCD NAiLWz AS SL00%. USED A 30VE PONY
ADALL USE DETAIL • i.
E
(MN 1`VM LATERAL RESTRAW, PANM)
TO QsCSder P'.ara X8P.2�8 -5<2�
T
•
i
<TEND HEADER TO CORNER
' PLYWOOD W/ 8d NAILS
3' O:C.
POSTS OR (2) 2x STUDS
BLOCKING is PLYWOOD
)INTS
5RACED WALL PANEL 5CHEDULE
® Plywood
/OSB
6d nail 6' oc. (edges)
3/8' x 4'x 8'
12' oz. (field)
CAO - V2' x V x 8'
5d cooler nails or wallboard
(one face)
nails 'l' oc.
C*e - 1/2' x 4' x 8'
5d coolerAva llboard nails
(two faces)
l' oc. throughout
®
Structural Panel Siding
Corrosion resistant 6d nails
3/8'x 4'x V
at 6' oz. (edges)
12' oc. (field)
One -story alt. braced panel
Nai Sd a 6' oz. (edges)
8
3/8' x 2 x 10' or less
12 o c. (field)
Blocking required at all edges
2 anchor bolts placed at quarter points.
Hold downs - 1800 at each end.
0 /C\
Two -story alt. braced panel
Nailing 8d at 6' oc. (edges)
318' x 2'8' x 10' or less
12' oc. (field)
Plywood or OSB (two faces)
Blocking required at all edg
3 anchor bolts placed at fifth points.
Hold downs - 3000' at each end.
GENERAL NOTES:
Braced wall panel sole plates nailed to floor and top plates shall be anchored to
framing above.
Where Joists are perpendicular to braced wall lutes, provide blocking under and
In line with braced wall panels.
3 �E�D �f� Sal (CE
HEADER PER PLAN
ST6236
1200' CAPACITY STRAP
TIE
3/8' PLYWOOD W/ 8d NAILS
s 3' O.G. AT PANEL EDGES
4x POSTS OR (2) 2x STUDS
3x BLOCKING s PLYWOOD
JOINTS
CORIN � Mp
��
AN 3 20
2x TOP 1
HEADER �1 - %of
NAIL SWEAT141NG TO HEADER AT _fir=
3' O.C. 15111
2 - 2x STUDS NAiL SHEATHING
TO EACH STUD
24' 8d NAILS AT 3' OG_ ALL PLATES.
MIN. HEADE. 5 t STUDS
APA RATED SHEATi -ING 318' MIN.
24/0 EXP. I
2 - 2x4 BLOCIGiNCs AT A4T
A. PLYWC.OD JOIN .T
APPROVED HOCKED -END WOOD
TO CO1r'CRETE CONNECTORS WIT14
2400 CAPACITY (M11+1_)
2 - 2x PLATES - NAIL SPEAW. WIG
TO EAC14 PLATE
Lj
(2). DiA- a8 - 12' EMBEG+`tE�iT
CGNTM, :;M FCOTIN- OR SLAB EDGE
NOTE: FOR USE N GARAGE END WALLS AS 51400t Ir A FLOOR INTERVENES
13ETUEEN FOJ40ATICN A� BRACED PANEL, T6=, PLYWOOD SPALL
OVERLAP TAE Rb" 1 JOIST A%O SiLL PLATE. FAIRCMDE 1401- Y,
BOLTS A.N0 PLY1 000 NA !LtI -Ws AS 51400k iF USED ABOVE PONY
WALL USE DETAIL 9 7.
s
2 P (24 ETAIL
INC14 LATERAL RESTRAINT PANEL)
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