HomeMy WebLinkAboutPermit D06-447 - Dorgan Residence - Remodel and AdditionDORGAN RESIDENCE
13024 41 AV S
D06 -447
Parcel No.: 7341600052
Address: 13024 41 AV S TUICW
Suite No:
Tenant:
Name: DORGAN RESIDENCE
Address: 13024 41 AV S , TUKVVILA WA
Owner:
Name: DORGAN LAWRENCE J
Address: 13024 41ST AVE S , SEATTLE WA 98168
Phone:
Contact Person:
Name: LAWRENCE DORGAN
Address: 13024 41 AV S , TUWILA WA 98168
Phone: 206 227 -3237
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: httn: //www.ci.tukwila.wa.us
Contractor:
Name: OWNER AFFIDAVIT - LAWRENCE J DORGAN
Address: ,
Phone:
Contractor License No:
doc: IBC-10 /06
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D06 - 447
Issue Date: 11/20/2006
Permit Expires On: 05/19/2007
Expiration Date:
DESCRIPTION OF WORE::
RENEWAL OF PERMIT D05 -058: INTERIOR REMODEL OF EXISTING 2147 SF SFR AND 283 SF TWO -STORY ADDITION
(FINAL INSPECTION REMAINING)
Steven M. Mullet, Mayor
Steve Lancaster, Director
Value of Construction: 50.00 Fees Collected: $129.50
Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC:
D06 - 447 Printed: 11 -20 -2006
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that 1 have read and
governing this work will be complied
Signa �/�
Print Nam `" ' 1 ` -c v
doc: IBC -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: //www.ci.tukwila.wa.us
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
N
Private: Public:
Profit: N Non - Profit: N
Private: Public:
dk
IV \
Permit Number: D06 -447
Issue Date: 11/20/2006
Permit Expires On: 05/19/2007
Date: (041x,
s permit and know the same to be true and correct. All provisions of law and ordinances
er specified herein or not.
The granting • t • emit ttjjpp n • presume to give authority to violate or cancel the provisions of any other state or local laws regulating
constructio - _ • erfo work. I am authorized to sign and obtain this development permit
Date:
Steven M. Mullet, Mayor
Steve Lancaster, Director
This permit shall become null and void if the work is not commenced within 180 days front the date of issuance, or if the work is suspended
or abandoned for a period of 180 days front the last inspection.
006-447 Printed: 11 -20 -2006
Parcel No.: 7341600052
Address:
Suite No:
Tenant:
13024 41 AV S TUKW
DORGAN RESIDENCE
1: ** *BUILDING DEPARTMENT CONDITIONS * **
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
DO6 -447
ISSUED
11/20/2006
11/20/2006
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431 - 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
7: All wood to remain in placed concrete shall be treated wood.
8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -feed appliances
shall not be located in, or obtain combustion air front, 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: Cond -10/06
006 -447 Printed: 11 -20 -2006
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248 - 6630).
17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: Cond -10/06
* *continued on next page **
D06-447 Printed: 11 -20 -2006
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: httn: / /www.ci.tukwila.wa.us
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 o 's permit does of presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction • t e perforfnanc f work.
Sigma
Print Name:
C 2 ur2 -ep1 l' J - ) vrc/17g
Date: 1 //C wv
doc: Cond -10/06 D06 -447 Printed: 11 -20 -2006
[siTstocATION.'
CONT
Name: to% toter4 (e ( at\
Mailing Address: 1 C-{ 151 45C -
E-Mail Address:
Company Name:
Mailing Address:
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
CITY .OF TUKWI
Community Deyelopraviepartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci. tukwila.waus
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
New Tenant:
Day Telephone:
ricighti ck
City .
Fax Number:
.... Ye s
State
State
State
King Co Assessor's Tax No.: * 11 to 00c2.-
Site Address: 1342 9 I Ser Pue 5 Suite Number: Floor:
-No
Tenant Name:
Property Owners Name: lea te C C 0
Mailing Address: (6 Ol t i LS (1- Pre-- S -r4&J4 t. " State a
City
CT PERSON 4 who do we contact when your permit is ready to be issued
)20 V.
eveas- clAtZipe
L' GENERAL" CONTRACTOR INFORAIATION
(Contrltetor Infurnuttion for Mechanical (pg 4) for PluMbing and Gas Piping (pg 5))
Zip
City
Contact Person: Day Telephone:
E Address: Fax Number:
Contractor Registration Number: Expiration Date:
[ACCT OF RECORD — All plans must be wet stamped by Architect of Recerd
Zip
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD — an" plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E-Mail Address: Fax Number:
QAApplicationfforms-Appliestions On LinM34006 - Permit Application.doe
Revised. 9-2006
bh
Zip
Page 1 of 6
'''•,
k J f 'k.._ �';; ti ,;,''
T _Existing x';.
t;`rIntteri Remodel
- �cc''°.�'tructvre
ddtt
..
ew ' •
> �`'iny� ir:
III ',.
0
_
loot
l
A
+
Garage a
t
Garage a � t
s.
112
v
3
r
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Will there be new rack storage? ❑.... Yes
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: � { Compact: Handicap:
Will there be a change in use? ❑ Yes M No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm
Q: Applications\Fonns- Applications On Lin43-2006 - Permit Application.doc
Revised: 9 -2006
bh
Existing Building Valuation: $
❑.. No If yes, a separate permit and plan submittal will be required.
❑ None
Other (ypecify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes (9' No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Fumace<100K BTU
Air Handling Unit >10,000
CFM
Fire Damper
0 -3 HP/I00,000 BTU
Fumace>IOOK BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15 -30 HP /1,000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood and Duct
Emergency
Generator
50+ HP /1,750,000 BTU
Repair or Addition to
Heat/Refrig/Cooling
System
Incinerator - Domestic
-
Other Mechanical
Equipment
I
Air Handling Unit
<10,000 CFM
Incinerator— Comm/Ind
- MECHANICAL PERMITINFL,dATION 206 -431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name: OUIvt /Vc--
Mailing Address:
City State Zip
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
Contractor Registration Number: Expiration Date:
Valuation of Mechanical work (contractor's bid price): $
1 A
0 of Work lease provide detailed information):
1
I I, 1 j 1 1 IC A . :at._ A...AAA Lli. .I� 11
Scope (P p )
Use: Residential: New .... ❑ Replacement .... ❑
Commercial: New .... ❑ Replacement .... ❑
Fuel Type: Electric ❑ Gas ....0
Q: ApplicationsTonn,- Appliutlmu On Line\3 -2006 - Permit Application doc
Revised: 9 -2006
bb
Other:
Indicate type of mechanical work being installed and the quantity below:
t
r
Page 4 of6
Scope of Work (please provide detailed information):
Call before you Dig: 1- 800 - 424 -5555
.Please ref¢r to ttblic WorksBu 'letiu• #2' fo1' feed and estimate sheet.
Water District
❑...Tukwila ❑... Water District #125 ❑ ., Highline ❑ ...Renton
❑...Water Availabili rovided
Sewer District
❑...Tukwila ❑... VaIVue ❑ .. Renton ❑ ...Sea
❑ ... Sewer Use Certificate ■ ... Sewer Availability Provided
Septic System:
❑ On -site Septic System — For on e septic system, provide 2 copies of a current septic design a r • oved by King County Health Department.
Submitted with Application (mark be which apply):
❑ ...Civil Plans (Maximum Paper Size —' "x 34 ")
❑...Technical Information Report (Storm D nage) ❑ .. Geotechnical R- .rt ❑...Traffic Impact Analysis
CI ...Bond ❑.. Insurance ►` ., Easement(s) ❑ Maintenance ': eement(s) ❑...Hold Harmless — (SAO)
0... Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right -of-way Use - Nonprofit for less than 72 ho ❑ .. Rig . f -way Use - Profit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance ❑ .. R' t -of -way Use — Potential Disturbance
❑...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
❑ ...Total Cut
❑...Total Fill
cubic yards
cubic yards
Work in Flood Zone
❑ .. Storm Drainage
❑ ...Sanitary Side Sewer ❑ .. Abandon 'y +tic T ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities ❑ .. Curb C ❑ .. Channelization
❑...Frontage Improvements ❑ .. Pave 't Cut ❑ .. Trench Excavation
❑... Traffic Control ❑ .. Lo. ; d Fire Line ❑ .. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection "
_
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑...Temporary Water Meter Size..
❑ ...Water Only Meter Size
❑ ... Sewer Main Extension P
❑...Water Main Extension : .lic
FINANCE INFORMATION
WO #
WO #
WO #
Private
Private
Fire Line Size at Property Lin Number of Public Fire Hydrant(s)
❑...Water ► ..Sewer ❑...Sewage Treatment
Monthly Service Billing to:
Name:
Water Meter Refund/Billing:
Name:
Mailing Address:
Q:NpplicationsWams- Application. On Line\3 -2006 - Permit Application.doe
Revised: 9 -2006
bit
❑...Der c t Water Meter Size
Day Telephone:
Mailing Address:
Zip
City
State
Day Telephone:
City
State Zip
Page of
Future Type: '
Qty
: Fixture Type: • _ - :
s > `
Fixture; Type: _
; Qty
. Fixture Type :
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
ash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Re •-. tor, indirect
w: •
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head : •
Urinals
Dishwasher, domestic,
with independent drain
Lavatory .
Water Clo
Building sewer or trailer
park sewer
Rain water sy — per
drain (insid- ;'ilding)
Water heater : a for
vent
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or :, ration of water
piping q:: i or water treating
equip t
Repair or alteratio
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registrat' a n Number:
Valuation of Plumbing wor contractor's bid price): $
Valuation of Gas Piping work • •ntractor's bid price): $
Scope of Work (please provide de -d information):
Building Use (per Int'I Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and/or gas piping outlets be : in is ed and the quantity below:
Q: 4pplicniasWomn- Appliratimn On Line13.2006 - Permit Applicsdon.dx
Revised: 9-2006
bh
City
Day Telephone:
Fax Number:
Expiration Date:
ewer:
State
Zip
Page 5 of 6
PERMI APPLICATION NOT - Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
f
Plumbing Permit a
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). t
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Date Application Accepted:
ED AGENT:
BUILDIN
Signa
Print .me: / 1 tAk &4�e N Day Telephone
Mailing Address: PcDrA t-(( Au' C S - ert,rec.• 14
City
20/66
r,16 p,
Zip
Staff Initials:
Date Application Expires:
osfrojoi-
Q UppliationeFosms- Applications On LineU -2006 - Permit Application doc
Revised: 9-2006
bh
Page 6 of 6
{
Doc: RECSETS -08
RECEIPT NO: R06 -01857
Initials: JEM
User ID: 1165
Payee: LAWRENCE J DORGAN
SET ID: 8000000626 SET NAME: Tmp set/Initialized Activities
SET TRANSACTIONS:
Set Member Amount
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: // ww.ci.tukwila.wa.us
D06 -447 129.50
M06 -274 88.00
TOTAL: 129.50
SET RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Cash 217.50
TOTAL: 217.50
ACCOUNT ITEM LIST:
Description
BUILDING INVESTIGATION
MECHANICAL - RES
PHOTOCOPIES /DUP SERVICES
STATE BUILDING SURCHARGE
Payment Date: 11/20/2006
Total Payment: 217.50
Account Code Current Pmts
000/322.800 116.00
000/322.100 88.00
000/341.690 9.00
000/386.904 4.50
TOTAL: 217.50
1896 11/20 9716 TOTAL 217.50
Project
[.t� rr� t� h
Type of Inspection:
)7 p; /
Address: U
/3O2. L// A r, S
Date Called:
Special instructions: /,,�, " Date
1.4 k /�� ' /
(� „��YY A l t `
i L ,' iet-i, h
00 7702 -0 /
Wanted:
7 Pa
Request).
Phone No:
Zz7 -3237
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER
(206)431.3
R IApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
T T
, o -A ` Date J; y
in $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
Project:
.06 ,Pr 5 ,
Type of Inspection:
/7/v4/
\
Address:
/30a Li/Ali/5
Date Called:
--,
Special Instructions:
�‘,- TA it
/`-/
.Z■w L4 /
Date Wanted:
2 Z 7
a.nC'
p.m.
Requester:
Phone No:
„266 _ 277 -
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
(206) 1 -3670
COMMENTS:
Ov-
Com � (AA4
Aga e_
inn sa
t
Corrections required prior to approval.
$58.00 REINSPECTION REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
Structural Calculations For:'
Dorgan Residence
Client: Larry Dorgan
13024 41 Ave S.
Tukwila, WA
25 April, 2005
Project # 7948 - 2005 -01 -00
RECEIVED
(MTY OF TUKWILA
S NOV 2 0 2006
A STRUCTURAI. ENS ENGIN S EE Y RING fAG CORPOR ATION
2124 Third Avenue. Ste. 10o :..;0:;5 w;: .::
Seattle, WA 98121 T 206. 443. 6212 F 206. 443.4
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue • Suite 100 - Seattle • WA 96121
Office: 206443.6212 Fax: 206.443.4670
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A STRUCTURAL ENS ENGIN EE RING FAGET CORPORATION
2124 Third Avenue •Suite 100.5eattle • WA 98121
Office: 206.443.6212 Fax: 206.443.4870
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue • Suite 100 • Seattle• WA 98121
Office: 206.443.6212 Fax: 206443.4870
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A STRUCTURAL ENS ENGINEE SAY RING CORPORATION
2124 Third Avenue • Suite 100 -Seattle • WA 98121
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A STRUCTURAL ENS ENG INEERING AY F CORPORATION
2124 Third Avenue-Sulte 100 - Seattle • WA 98121
Office: 206.443.6212 far: 206.443.4870
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue • Sulte 100 . Seattle • WA 98121
Office: 206.4436212 far: 206443.4870
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A STRUCTURAL ENS ENGINEERING N SAY FAG COR
PORATION
2124 Third Avenue. Suite 100 Seattle • WA 98121
Office: 206.440.6212 Far. 206443.4870
PalZt>eh
Project
465A5
Date /
- 7793
Proj. N o. _
Design
Sheet
10 40
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Permit Center /Building Division:
206 -431 -3670
Public Works Department:
206 - 433 -0179
Planning Division:
206 -431 -3670
STATE OF WASHINGTON)
) ss.
COUNTY OF KING
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
i ,ctuve , 124c-Q_ - S)O rc
[please print]
1. I have made application for a building permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the State of
Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of
Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW
18.27.090.
3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of
Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions
stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that
after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized
under this building permit to be exempt under No. l 2 ) and will therefore not be performed by a registered
contractor.
I understand that I may be waiving certain rights th- mi• t otherwi ave under state law in any decision to engage an
unregistered contractor to perform construction
\applications'\8 -2004 affidavit in lieu of contractor registration
Residing at
PERMIT NO.: 0 —/- 4 1 11 - 41
states as follows:
T 14,u ; Let
Signe• and swom to before me this
02 i day of it/PM t9er 20 0
c ,utic e . �GP��% -e
N AR PUBLIC in and for the State of Washington,
, County.
Name as commissioned: -- c.cn A Wei IC
My commission expires: 05 0
18.27.090 Exemptions. This chapter shall not apply to:
1.
2. An authorized representative of the United States
Govemment, the State of Washington, or any
incorporated city, town, county, township,
irrigation district, reclamation district or other
municipal or political corporation or subdivision of
this state;
3. Officers of the court when they are acting within
the scope of their office;
4. Public utilities operating under the regulations of
the utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
5. Any construction, repair or operation incidental to
the discovering or producing of petroleum or gas,
or the drilling, testing, abandoning, or other
operation of any petroleum or gas well or any
surface or underground mine or mineral deposit
when perforated by an owner or lessee;
6. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of the structure;
7. Any construction, alteration, improvement or
repair of personal property, except this chapter
shall apply to all mobile, manufactured housing. A
mobile /manufactured home may be installed, set
up, or repaired by the registered or legal owner,
by a contractor licensed under this chapter, or by
a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
8. Any construction, alteration, improvement, or
repair carried on within the limits and boundaries
of any site or reservation under the legal
jurisdiction of the federal government;
9. Any person who only fumished materials,
supplies, or equipment without fabricating them
into, or consuming them in the performance of, the
work of the contractor;
10. Any work or operation on one undertaking or
project by one or more contractors, the aggregate
contract price of which for labor and materials and
all other items is Tess than $500.00, such work, or
operations being considered as of a casual, minor,
or inconsequential nature. The exemption
prescribed in this subsection does not apply in all
instance wherein the work or construction is only a
part of a larger or major operation, whether
undertaken by the same or a different contractor,
or in which a division of the operation is made into
\applications\B -2004 affidavit in lieu of contractor registration
contracts of amounts less than $500.00 for the
purpose of the evasion of this chapter or
otherwise. The exemption prescribed in this
subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is
a contractor, or that he is qualified to engage in
the business of contractor;
11. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts
or reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or
poultry raising; or to clearing or other work upon
land In rural districts for fire prevention purposes;
except then any of the above work is performed
by a registered contractor;
12. An owner who contracts for a project with a
registered owner;
13. Any person working on his own property, whether
occupied by him or not, and any person working
on his residence, whether owned by him or not but
his exemption shall not apply to any person
otherwise covered by this chapter who constructs
an improvement on his own property with the
intention and for the purpose of selling the
improved property;
14. Owners of commercial properties who use their
own employees to do maintenance, repair, and
alteration work in or upon their own properties;
15. A licensed architect or civil or professional
engineer acting solely in his professional capacity,
an electrician licensed under the laws of the state
of Washington, or a plumber licensed under the
laws of the state of Washington while operating
within the boundaries of such political subdivision.
The exemption provided in this subsection is
applicable only when the licensee is operating
within the scope of his license;
16. Any person'who engages : .in the activities herein
regulated as an • e4»0oy a of a registered
contractor with wages as his "sole;compensation;
17. Contractor on highwa)( projects who have been
prequalified as,required, by-tha)Dter 13 of the Laws
of 1961, RCW "47.28.070 .with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
OUINER 4 CONTRACTOR:
LARRY DOR3AN
13024 418T AVE 8
TUKWILL4, WA
120(a) 221 -3231
SITE ADDRESS:
13024 41ST AVE S TUKWILL4, WA
SEPARATE PERMIT
REQUIRED FOR;
W Mechankal
mr Electrkal
Plumbing,
W Gas Plp!ng
qty Of Tukwila
BUILDING DIVISION
LEGAL DESCRIPTION
,4 PORTION OF LOTS 1, 2 43 OF 15LOCK 2, TRACT 5ro
OF THE UNRECORDED SUBDIVISION OF RIVERSIDE
INT. TRACTS, RECORDS OF KING COUNTY, . WASHINGTON
TAX LOT 0 1241600052.
HEAT: GAS FIRED FORCED HOT AIR
LOT COVERAGE:
6,259 SO. FT. LOT / 1:638 SQ, FT. COVERED =
145o OPEN SPACE
AREAS:
MAIN FLOOR: 1,140 SQUARE FEET
LOWER FLOOR 1001 SQUARE FEET
'TOTAL AR ,4: 2,141 SQUARE FEET
UNHEATED GARAGE AREA:. 192 SQUA RE FEET
GENERAL NOTES:
ALL WORK TO CONFIRM TO ALL APPLICABLE
CODES AND ORDINANCE.$ OF THE CITY OF
TUKWILL4
CONTRACTOR TO VERIFY ALL DIMENSIONS
BEFORE COMMENCING WORK
CGQA
f--
f—
,SITE 'PLAN
P=20'
—�` CWr
i PI n mwew is
AMmval of spry 0 errors and �
woloo, any does auti�,a
ho
Qt app eld and aond;itio r or ananc°' gyp!
ka�vled9ecai:
Date: C �r,
�CitY Of Tukwila
DORGAN RE61DENCE
SITE FLAN
13024.41ST AVENUE S
2�ro- 22'1 -323
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9
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13024 41ST AVENUE 5 tuKUJILLA, WA.
206- 2271=32371 DRAWING 2
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MY of TUKWILA
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15. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
nuriceftfm
I I'Y OF TUKMLA
8" WALLS #4 0 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN
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GEOTECHNICAL
GENERAL STRUCTURAL NOTES
10.
FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
(The following apply unless shown otherwise on the plans)
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR
APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN
CRITERIA
ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
1.
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW
EDITION).
COLUMNS OR WALLS ABOVE.
2.
DESIGN LOADING CRITERIA
ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . 2000 PSF
LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) . . . . . . .55 PCF /35 PCF
ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) . . . . . . . 0.3
FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . 40 PSF
SNOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pf =25 PSF
i
WIND . . . . . . . . . . . . . Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "B"
CONCRETE
EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 4.4 KIPS
11.
CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
SDC D, Ie =1.0, Ss= 140.6,• Cs =0.167 , R =6.5
WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES.
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI (SPECIAL
INSPECTION IS NOT REQUIRED.) AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS
3.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
OR LESS.
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
12.
THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX
IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR
" 4.
CONTRACTOR SHALL VERIFY AI;L EXISTING DIMENSIONS, MEMBER SIZES, AND
APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
SHALL INCLUDE -THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
ADMIXTURES AS WELL AS THE WATER CEMENT RATIO., SLUMP, CONCRETE YIELD AND
BE VERIFIED.
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF
A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH
S.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF 'MIX SUBMITTALS BY THE
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE
ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS
WITH THE PLANS.'
GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL
RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,-
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED
WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR
WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618.
ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS
TOTAL. AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH
AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE
TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE.
CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE,
NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE O ,;
13.
REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1),
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. R
GRADE'40, fy = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON
CO
THE DRAWINGS SHALL BE GRADE 60, fy - 60,600 PSI.( WELDED WIRE FABRIC SHALL
7.
CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCH TECT'�
CONFORM TO ASTM'A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUC ION.
TO ASTM A615,-GRADE 60, fy = 60,000 PSI.
CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD'BENT UNLESS
8.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. RE. '';
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. "
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO ";
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TQ�
14.
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
REVIEW AND.APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. C
i
BJ1l
FOOTINGS AND OTHER UNFORMED. SURFACES-CAST AGAINST AND PERMANENTLY EXPOSED
9.
ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIE "°
TO EARTH . . . . . . . 3" t
ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
FORMED SURFACES EXPOSED TO EARTH OR WEATHER •( #6 BARS OR LARGER) . . 2"
HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 -1/2"
THE SUPPLIER.
SLABS AND WALLS '(•INT. FACE). . .'.GREATER OF BAR DIAMETER' PLUS 1/8" OR 3/4"
15. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
nuriceftfm
I I'Y OF TUKMLA
8" WALLS #4 0 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN
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16. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL
OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL
GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER
FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND
PRECAST.
ANCHORAGE
17. EXPANSION.BOLTS.INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN
STRICT CONFORMANCE TO ICBO REPORT NUMBER ER -3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY QR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS.
18. EPDXY - GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED
BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH
ICBO' REPORT NO. ER -5279. ER -5279. SPECIAL INSPECTION OF INSTALLATION IS
REQUIRED FOR ANCHORS USED AS HOLDOWNS. RODS'SHALL BE ASTM A -36 UNLESS
OTHERWISE NOTED.
WOOD
19- FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN
CONFORMANCE WITH W.C.L:B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.
17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS
(2X & 3X MEMBERS)
HEM -FIR NO. 2.
AND .BEAMS:
MINIMUM BASE VALUE, Fb =
850
PSI
(4X MEMBERS)
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb =
1000
PSI
BEAMS:
(INCL.. 6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1•
MINIMUM BASE VALUE, Fb =
1350
PSI
POSTS:
(4X MEMBERS)
DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE,•Fc =
1350
PSI
(6X AND LARGER)
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc.=
1000
PSI
STUDS, PLATES
& MISC. FRAMING:
DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2
20. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND,
AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK ANDk.
SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLEC
SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv ='
240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8,
Fb - 2400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,0001''
RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 1t1
t
21. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR• GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE'USED IN LILU
OF PLYWOOD.
ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16.
FLOOR SHEATHING SHALL BE 3/411 (NOMINAL) WITH SPAN RATING 48/24.
WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL•NAILING REQUIREMENTS.
22. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -
TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED
BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR
MASONRY.'
23. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR
C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL
BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE
GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX)
TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND
TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, OR SBX
TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT - GALVANIZED
PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA
TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL.
24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE . "STRONG -TIE"
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C- 2004. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO
OR ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND
SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER: CONNECTORS SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS. ALL TJI JOISTS SHALL BE'CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES
JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS
WITH "MIT" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR
BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)
AS MEMBERS CONNECTED.
25. WOOD FASTENERS
NAIL SIZES SPECIFIED ON . DRAWINGS ARE BASED ON THE ;FOLLOWING'
SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2 -1/2" 0.131"
16d BOX 3 -1/211 0.135"
e
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY-SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL.
HE'CENHp .
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING . SHALL Bf1Ty o,-- TUK fLA-
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
NOV 2.0 2006
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I
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE
HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT
REQUIRED FOR 3/8" AND SMALLER LAG SCREWS.
PLAN NOTES
26. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN 'ON THE
PLANS:
1.
THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
GRADE.
THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM
2.
TYPICAL INTERIOR SLABS SHALL BE 4" MINIMUM THICKNESS. REINFORCE
NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1.
WITH 6X6 W1.4XW1.4 WWM CENTERED IN SLAB. PROVIDE 6 MIL VAPOR
COORDINATE THE SIZE. AND. LOCATION OF ALL OPENINGS WITH AND
.MECHANICAL
ARCxITr�cTUR.AL DRAWINGS. �
BARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER
FIRM NATIVE SOILS. •
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.
3.
TYPICAL FLOOR FRAMING CONSISTS 3/4" T &G PLYWOOD, FACE GRAIN
ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE
PERPENDICULAR TO SUPPORTS OVER TJI FRAMING PER PLAN. NAIL
PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND
SHEATHING WITH 8D AT 6 "O.C. EDGES, 12 "O.C. FIELD.
AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED
OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS
4,
TYPICAL ROOF FRAMING CONSISTS OF 1/2" CDX PLYWOOD, FACE GRAIN
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
PERPENDICULAR TO SUPPORTS OVER 2X12 AT 24" O.C. NAIL SHEATHING
SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT.
WITH 8D AT 6 "O.C. EDGES, 12 "O.C. FIELD.
5.
PROVIDE H1 HURRICANE TIE EACH END OF ALL ROOF TRUSSES.
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END
NAIL TOP PLATE TO EACH STUD WITH TWO.16d NAILS, AND TOENAIL OR END
6,
HEADERS SHALL BE PER PLAN. '
NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE
T.
PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND BEAMS
TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 41-0" AT JOINTS AND
OVER 4' -0" IN LENGTH, UNLESS NOTED OTHERWISE.
PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT.
8.
ALL EXTERIOR WALLS SHALL BE SW1 UNLESS NOTED OTHERWISE.
9.
PROVIDE AC, ACS, LPC, OR LICE COLUMN CAP AT ALL BEAM TO COLUMN
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON- CENTER, OR ATTACHED
CONNECTIONS. '
TO CONCRETE BELOW WITH 5/811-DIAMETER ANCHOR BOLTS @ 41-01f ON- CENTER
1 O. REFER GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
EMBEDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF
BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12"
ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1/4"
TYPE S OR W SCREWS @ 8" ON- CENTER. UNLESS INDICATED OTHERWISE,
1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED
TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON- CENTER AT PANEL EDGES
AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORTED EDGES)-AND TO ALL
INTERMEDIATE' STUDS AND BLOCKING WITH 8d NAILS @'12" ON- CENTER ALLOW
1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL
PARALLEL PARTITIONS THAT EXTEND'OVER MORE THAN HALF THE JOIST LENGTH
AND AROUND ALL OPENINGS•IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED.
PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO
.R
SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR
BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.
NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON- CENTER.,
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR
SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND
NAILED AT 6" ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND
OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON- CENTER TO INTERMEDIATE
SUPPORTS. PROVIDE APPROVED PLYWOOD.EDGE CLIPS CENTERED BETWEEN JOISTS/•
TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES
SHALL HAVE APPROVED T &G JOINTS OR SHALL BE SUPPORTED WITH SOLID
BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND
ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON- CENTER
UNLESS OTHERWISE NOTED.
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ASTRUCTURAL ENGINEERING CORPORATION
212`1 Third Avenue • Sulte 100 • Seattle • WA 98121 Depin
Offim- 206. 493.6212 Fax: 206 - "3•4870
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