HomeMy WebLinkAboutPermit D07-269 - FOSTER CREEK APARTMENTS - DECK AND PORCHFOSTER CREEK APTS
15150 MACADAM RD S
EXPIRED 06 -25-08
D07 -269
Parcel No.: 7661600150
Address: 15150 MACADAM RD S TUKW
Suite No:
Tenant:
Name: FOSTER CREEK APTS
Address: 15150 MACADAM RD S , TUKVVILA WA
Owner:
Name: TUKWILA ESTATES INVESTORS L
Address: PO BOX 98 , WOODINVILLE WA 98072
Phone:
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
Contact Person:
Name: RICK REPP
Address: 10896 NE 37 PL, #1 , BELLEVUE WA 98004
Phone: 425 - 444 -5300
Contractor:
Name: PROFESSIONALE TILE & STONE
Address: 650 BELLEVUE WY NE #3906 , BELLEVUE WA 98004
Phone: 425 941 -0805
Contractor License No: PROFETS950LN
DESCRIPTION OF WORK:
NEW DECK AND PORCH
Value of Construction:
Type of Fire Protection:
Type of Construction:
Cityf Tukwila
$50,000.00
AUTO FIRE ALARM
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D07 -269
Issue Date: 09/26/2007
Permit Expires On: 03/24/2008
Expiration Date: 07/02/2009
Fees Collected: $1,321.17
International Building Code Edition: 2006
Occupancy per IBC: 0021
doc: IBC -10/06 D07 -269 Printed: 09-26 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: 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:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
Signature:
doc: IBC-10/06
City Gie 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
N
I hereby certify that I have read and
governing this work will be complied whether specified herein or not.
Permit Number: D07 - 269
Issue Date: 09/26/2007
Permit Expires On: 03/24/2008
Date: 01 I got 101
ed this permit and know the same to be true and correct. All provisions of law and ordinances
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit.
Date: D V2-6 (O7
Print Name: jVA U W tc0T
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D07 -269 Printed: 09-26 -2007
Parcel No.: 7661600150
Address:
Suite No:
Tenant:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond - 10/06
FOSTER CREEK APTS
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
15150 MACADAM RD S TUKW
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall
bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site
and available to the building inspector for inspection purposes.
PERMIT CONDITIONS
8: 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 fmal 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431- 3670).
13: 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.
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -269
ISSUED
07/19/2007
09/26/2007
007 -269 Printed: 09 -26 -2007
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:
Print Name:
doc: Cond -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
A/Ali kirst
Date: 421724[
D07 -269 Printed: 09 -26 -2007
SITE LOCATION
King Co Assessor's Tax No.: T7 (0(t, I b O _ 6 f 5 v
Site Address: /g" - Qad:2)4(4 �`- 6 S Suite Number:
Poo'Te, PTY
Tenant Name:
Property Owners Name: Sec c//z (T V p,1 e77e5 /4.
Mailing Address: /00/ Ftea ,dO £'U / ? ' Sim
CONTACT PERSON — who do we contact when your permit is ready to be issue
Name: /e/ ' ! Day Telephone: Z.f tf :r3�
Mailing Address: OC 9‘ �• e. 37 _ , e e V ` A/a- 9
City State Zip
E -Mail Address: /G . Fax Number: /
GENERAL CONTRACTOR INFORMATION
(Contractor Information for. Mechanical (pg 4) for Plumbing and Gas Piping;(pg
Company Name: 7
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number: Expiration Date:
ccor
ARCHITECT OF RECORD All plans must be wet stamped by Architect of
Company Name: `t'fl 77
Mailin g Address:
Contact Person:
E -Mail Address:
ENGIN OF RECORD = All Mans must be Wet stamped by Engineer of
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Developmen epartment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www. ci. tukwila. wa. us
Q:\Applications\Fonns- Applications On LineO -2006 - Permit Application.doc
Revised: 9 -2006
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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 **
City
Floor:
New Tenant: .... Yes El ..No
State
City
Day Telephone:
Fax Number:
Sta
?/0
Zip
Zip
City
Day Telephone:
Fax Number:
State
State
Zip
City
Day Telephone:
Fax Number:
Zip
Page 1 of 6
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Will there be new rack storage? ❑.... Yes
ro
S�
All; Building
real in
uare Footage Belo
gos
39r
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:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers
Automatic Fire Alarm
Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
s ,e
Existing Building Valuation: $
o If yes, a separate permit and plan submittal will be required.
Compact: Handicap:
❑ None ❑ Other (specify)
Will there be storage or use of fl able, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes , attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
Fixture Type:
Qty
Fixture Type: .! :.
Qty'
Fixture Type
Qty .
Fixture Type:
(2h'
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and/or
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 alteration of water
piping and/or water treating
equipment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
PLUMBING AND GAS PIPIN( JRMIT INFORMATION - 206 -43
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State
Day Telephone:
Fax Number:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $
Scope of Work (please provide detailed information):
Building Use (per Intl Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Zip
Expiration Date:
Page 5 of 6
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Print Name: (�IG&-
_ � Dv Telephone:
Mailing Address: . 49,k1. 7 gt,e-te eda. 9Y
City State Zip
Date Application Expires:
Hcf—og
Date Application. Accepted:
Q:\ApplicationstFonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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Date: ?// ?/°-7
Page 6 of 6
Receipt No.: R07 -01437
Payee: TUKWILA ESTATES INVESTORS
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
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
000/322.100
000/345.830
000/386.904
RECEIPT
Parcel No.: 7661600150 Permit Number: D07 -269
Address: 15150 MACADAM RD S TUKW Status: PENDING
Suite No: Applied Date: 07/19/2007
Applicant: FOSTER CREEK APTS Issue Date:
Initials: WER Payment Date: 07/19/2007 04:34 PM
User ID: 1655 Balance: $0.00
Amount
Payment Check 1051 1,321.17
Account Code Current Pmts
797.98
518.69
4.50
Total: $1,321.17
Payment Amount: $1,321.17
0401 07/20 9716 TOTAL 1321.17
doc: Receipt -06 Printed: 07 -19 -2007
Project:
Fa5 Crttk l`ft /s
Type of Inspection: N.,
! oo 1 :n9
Address:
I 5 - KV rie, CK eh el IZof, 5.
Date Called:
i 2/ 1 S /92
Special Instructions:
Date Wanted: / / gym
i2/�bl07 q∎', P.m.
Requester: v l 7 i
Phone No:
'(25" NI 0f0C
5P
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (231 -3
Approved per applicable codes. El Corrections required prior to approval. 7
COMMENTS:
(Inspector:
(Receipt No.:
•
PO- .L 1
Dat /2 /d'
❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Date:
Projs,ct:
( Creek 11p
Type of Inspection: \..)
r4140 t.'4(
Address:
I "ISO t14 C 4 AA rvi fol. 5,
Date Called:
i 2/ 2 /"
Special Instructions:
Date Wanted:
(71102 6 00
P.m.
Requester:
flli
Phone No:
L 12•5 -- II/ Off
9o7-U1
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3
IN Approved per applicable codes.
COMMENTS:
'Inspector:
El Corrections required prior to approval. 7
Date:
i2 t4'7
El $58.00 R FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
r eceipt No.:
'Date:
Project:
■
✓.d •
Type of Inspection:
r . 410 .
/i J
A. dress:
.s -
•
Date Called:
ZAIr'r
Special Instructions:
_ -n
-Go
Da e anted:
J
'�� /
•m.
Requester:
Phone No:
ti 2-J '
X
/ /'E'Gk �
Cr s
C/& 4
Date:
INSPECTION RECORD
Retain a copy with permit /9
INSPE rN NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
ID Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
2 - - ) 'f›,p-fgeele,i, 1
- r
ne,G ee..Acie
o CA'- )7 4.1 • S
v
I lnspector:
El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
s _i✓t ,4 ! /f'
Prost: /
17 (iXac 4 ir ..1
Type of I
re?4 fix-r
, ..1
Address:
I /5/2 1 41 _S
Date Ca rle
•
special Instructions:
Date Wanted:
/.?
P.m.
Requester:
Phone No:
4 7 L A ( -0.kas'
w -267
INSPECTION RECORD
Retain a copy with permit
INSPE' ION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5 uthcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3 7
OMMENTS:
Inspe
or:
Date:
/
58.00 REINSPECTION REQUI D. Prior to inspection, ee m 'St be
paid at 6300 Southcenter lvd.. S e 100. Call the schedule reinspection.
eceipt No.:
Date:
pproved per applicable codes. El Corrections required prior to approval.
Project:
(D - le-r I�,rees A-p1-c.
Type of Inspection: _
[- R I N-6
\)
Address:
IS 15-0 Mrle41rl i RcfS
Date Called:
.2-.-._ >ad >` (d 65--/ -7/6 e0eoweeigys
Special Instructions:
Date Wanted: /
1 Z / / cr7
p.m.
Requester:
Phone No:
WZ54 (41
._.J
/"
COMMENTS:
.2-.-._ >ad >` (d 65--/ -7/6 e0eoweeigys
' cgd A' e yo be 19 il (dery /et45
. c. - i__
h �5 /
Acts( l eas -/ ---1- j e4-7 -4 /'
._.J
/"
0 ex/N e-le)/5
— 5
/?- ab 3 /67' KS 13 r c F'il/c:ci ' er
Inspect r:
Dat / z S � r )
INSPECTION RECORD
Retain a copy with permit
INSPECII N NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1?
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Approved per applicable codes. VICorrections required prior to approval.
> 8 .00 REINSPEC1iON FEE RE UIRED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
Project:
Type of 10,5pection i \
Address:
11 0 Iv‘Pe 4 OA Ai ei)
Date Called:
Special Instructions:
Date Wanted: . .
Requester:
Phone No
4 4 ZS' — 1 ' t- t I -- CI f
2-
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION M-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3
INSPECTION RECORD
Retain a copy with permit
El Approved per applicable codes. ‘..21 required prior to approval.
COMMENTS:
Ai4-per
5r. "3-p, rive, e--,(e -74;t,
,4 i/
Date:
PERMIT NO.
.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter BLvd., Suite 100. Call the schedule reinspection.
'Receipt No.: !Date:
J
I
COMMENTS:
'x
/ r e K 6 fife'
tAd--1
7f 2 /a.c./ j-- -
7 / 1P1/7 A I 1 ,4 . )
de t=7 , ( z)
/7p2{01/ez
r- e• A9 /1
Requester:
Phone No
4 4 - Z.- S — C ( I i
Project:
1 --- 0 S -6 v• 0 re e (z. ‘1, I
Type of Inspection:
' r 004 ■ "J
5
Address:
( I 60 Aim A big-04 t7,0
pate Called:
Special Instructions:
Date Wanted:
arth7
.m.
Requester:
Phone No
4 4 - Z.- S — C ( I i
•
007.2_6
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 12 "
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2)431-360
D Approved per applicable codes. orrections required prior to approval.
I Dat i e: z
REINSPECTION FE REQUIREDZior to inspection, fee must be
id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
r eceipt No.:
'Date:
05 -08 -2008
RICK REPP
10896 NE 37 PL, #1
BELLEVUE WA 98004
RE: Permit No. D07 -269
15150 MACADAM RD S TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 06/25/2008 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
er Marshall,
Permit Technician
xc: Permit File No. D07 -269
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
August 28, 2007
Rick Repp
10846 NE 37 PI #1
Bellevue WA 98004
RE: Letter of Incomplete Application # 1 to Correction Letter #1
Development Permit Application D07 -269
Foster Creek Apartments —15150 Macadam Rd S
Dear Mr. Repp:
This letter is to inform you that your submittal received at the City of Tukwila Permit Center on August
27, 2007 is determined to be incomplete. Before your application can continue the plan review process
the following items from the following department need to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
concerning the attached comments.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) 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 messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Sincerely,
Enclosures
File: D07 -269
OlA4
arsh 11
echnician
City of Tukwila
Department of Community Development Steve Lancaster, Director
P:\Permit Center\Incomplete Letters\2007\D07 -269 Inc Ltr #1 to Corr Ltr #1.DOC
jem
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Determination of Completeness Memo
Date: August 28, 2007
Project Name: Foster Creek Apartments
Permit #: D07 -269
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The 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.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not
copied.)
1. The comments from the previous letter by Ken Nelsen have not been addressed. Provide plan details that
show ramp construction. Details shall dearly identify ramp slope and all other related barrier free
requirements. (2003 ANSI Section 405)
2. Provide elevation view identifying location of the ramp. Include elevation construction details.
Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670.
No further comments at this time.
August 1, 2007
Rick Repp
10896 NE 37 P1 #1
Bellevue WA 98004
Dear Mr. Repp,
City of Tukwila
Department of Community Development Steve Lancaster, Director
RE: CORRECTION LETTER #1
Development Permit Application Number D07 -269
Foster Creek Apts —15150 Macadam Rd S
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: Ken Nelsen at 206 431 -3677, if you have questions regarding the
attached memo.
end
File No. D07 -269
P:\Pemrit Center\Correction Letters N2007007-269 Correction Ltr #1.DOC
jem
Steven M. Mullet, Mayor
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and/or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and/or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3760.
Sincerely
Bill Rambo
Permit Technician
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Building Division Review Memo
Date:
Project Name:
Application #:
Plan Reviewer.
An initial architectural Building Division plan review has been conducted on the subject permit
application. Only one concern was noted. Please address the following comment with revised
plans and/or other applicable documentation.
1. A general alteration of the scope proposed in the permit application
would typically require an accessible wheel chair ramp be provided to
the Cabana / business office. Provide revised plans and details
showing the ramp construction, Or provide Code reference
documentation as to why the ramp would otherwise not be required.
No further comments at this time.
July 30, 2007
Foster Creek Apts. permit applications
D07 -269
Ken Nelsen, Senior Plans Examiner
Tukwila Building Division
Ken Nelsen, Sr. Plan Examiner
ACTIVITY NUMBER: D07 -269 DATE: 09 -10 -07
PROJECT NAME: FOSTER CREEK APTS
SITE ADDRESS: 15150 MACADAM RD S
_ Original Plan Submittal
X Response to Correction Letter # 1
X Response to Incomplete Letter # 1
Revision # After Permit Issued
DEPARTMENTS
G
Bui ng ivlsion
PE
RMIT COORD COPY "
PLAN REVIEW /ROUTING SLIP
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES/THURS RQUTING:
Please Route
Documents/routing slip.doc
2 -28 -02
Fire Prevention ❑ Planning Division
Incomplete
Structural Review Required
DUE DATE: 09 -11 -07
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 10-09-07
APPROVALS OR CORRECTIONS:
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:
ACTIVITY NUMBER: D07 -269 DATE: 08 -27 -07
PROJECT NAME: FOSTER CREEK APTS
SITE ADDRESS: 15150 MACADAM RD 5
_ Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPART E TS:
Buis g
Public Works
Complete
P�`RMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
n
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28 -02
Structural ❑ Permit Coordinator ❑
Fire Prevention
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
❑ Incomplete
Permit Center Use Only
INCOMPLETE LETTER MAILED: I' (141
Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
Planning Division
DUE DATE: 08 -28 -07
Not Applicable
Comments:
LETTER OF COMPLETENESS MAILED:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 09 -25 -07
Not Approved (attach comments) ❑
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -269 DATE: 07 -19 -07
PROJECT NAME: FOSTER CREEK APTS
SITE ADDRESS: 15150 MACADAM RD S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTM NTS: �,
Bu I Ing Division X
Complete
TUES/THURS ROUTING:
Please Route
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2- 28-02
Structural Review Required
511 1-/1441 -W►
Fire Prevention Planning Division
Publi c Structural ❑ Permit Coordinator X
4/
DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: 07.24 -07
Incomplete
El
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 08 -21.07
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 8 O7
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LY`
Date:
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
• Response to Incomplete Letter # 1
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Foster Creek Apartments
Sheet Number(s):
"Cloud" or highlight all areas of revision including dat
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 9-0-O7
\applications\forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Steven M. Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Plan Check/Permit Number: D07-269
Project Address: 151 Macadam Rd S
Contact Person: 1 4 , l pp
Summary of Revision: 1 �t'
Phone Number:
fieCENED
1l.A
r -
iston ///
TI
4 sRMIT CENTER
Date: 07 •"7
Summary of Revision:
City of Tukwila
iapplications\tbrmsapplications on line\revision submittal
Created: 8 -13 -2004
Revised:
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
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Foster Creek Apts
Project Address: 15150 Macadam Rd S
Contact Person: Rick Repp
Phone Number:
Plan Check/Permit Number: D07 -269
Steven M. Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
RECEIVED
CITY OF TI U(WN11
AUG 2 7 20011
Sheet Number(s):
PERMIT CENTER
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: e '� —�j►n i(n
Er Entered in Permits Plus on
License Information
License
PROFETS950LN
Licensee Name
PROFESSIONALE TILE & STONE
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602499308
Ind. Ins. Account Id
#2
Business Type
LIMITED LIABILITY COMPANY
Address 1
650 BELLEVUE WAY NE #3906
Address 2
City
BELLEVUE
County
KING
State
WA
Zip
98004
Phone
4259410805
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
6/15/2005
Expiration Date
7/2/2009
Suspend Date
Separation Date
Parent Company
WEST CORP
Previous License
ECLWL * *982KL
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
WESTCOTT, EVAN
PARTNER/MEMBER
06/15/2005
Bond
Amount
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
DEVELOPERS
SURETY &
INDEMNITY
547143C
10/09/2006
Until
Cancelled
$12,000.00
10/17/2006
DEVELOPERS
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
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.
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PROFETS950LN 09/26/2007
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BUILDING "B"
3- Story, Wood Frame
INNER COURT HARDSCAPE PLAN — •,•tip.
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41111•110 411110 41100 111,
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City of Tukwila
BUlLpING DNIS1ON
NEW PAT1Or
L a
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REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees
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Existing Aidewalk
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KITCHEN
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CABANJ3FFICE
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BUILDING DIVISION
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NEW ENTRY
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1-1-0 - Site Plan
H -1 - Inner Court Hardscape Plan
H -2 - Hardscape Details
L -1 - Inner Court Landscape Plan
DoZ't
ISD
INTEGRATED SITE DESIGN
LANDSCAPE ARCEITE TURE PLANNING, DESIGN
1.2743 26th Avenue NE
Seattle, Washington 98125
(206)383 -9049 FAX 362 -6460 www_1-- S —D.cam
PROJECT:
FOSTER CREEK APTS.
15150 MACADAM RD. S
TUKWILA, WA 98188
CLIENT:
SECURITY PROPERTIES, INC.
1201 3rd. AVE. SUITE 5400
SEATTLE, WA 98101
Schematic
Construction
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
RAYMOND ROBINSON
CERTIFICATE NO. 537
ISSUANCE & REVISIONS
pig
JUL r '200
06 -01 -2007
06 -28 -2007
SCHEMATIC DOCUMENT
H -0
PROJECT NO.
May not be reproduced without
permission of de-signer
Existing Rockery
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3- Story, Wood Frame
INNER COURT HARDSCAPE PLAN — •,•tip.
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QaCDC c:x c:
41110 41 .04. 1 '4.410P 41.
RETAINING WALLS
Existing unit wall
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BUILDING "A"
3- Story, Wood Frame
C CC C C C
CC]CDC QC M C:) C CDQ
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BUILDING "C"
3- Story, Wood Frame
41111•110 411110 41100 111,
111■41.40 IMP 411
SEPARATE 0 1T
REQUIR ED f
nica1
E lectrical
Wil
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City of Tukwila
BUlLpING DNIS1ON
NEW PAT1Or
L a
A
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REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees
z
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Existing Aidewalk
A
KITCHEN
LOUNGE
Exist i g Sidewalk
a A
CABANJ3FFICE
Obi of Tukwna
BUILDING DIVISION
FITNESS
Z6
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Pam No. DC214401
n Isom app is subject ei wars ared antsskina
(tod ei c:nVzuction
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Date: I
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NEW ENTRY
PORCH
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S H N;ET INDEX
1-1-0 - Site Plan
H -1 - Inner Court Hardscape Plan
H -2 - Hardscape Details
L -1 - Inner Court Landscape Plan
DoZ't
ISD
INTEGRATED SITE DESIGN
LANDSCAPE ARCEITE TURE PLANNING, DESIGN
1.2743 26th Avenue NE
Seattle, Washington 98125
(206)383 -9049 FAX 362 -6460 www_1-- S —D.cam
PROJECT:
FOSTER CREEK APTS.
15150 MACADAM RD. S
TUKWILA, WA 98188
CLIENT:
SECURITY PROPERTIES, INC.
1201 3rd. AVE. SUITE 5400
SEATTLE, WA 98101
Schematic
Construction
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
RAYMOND ROBINSON
CERTIFICATE NO. 537
ISSUANCE & REVISIONS
pig
JUL r '200
06 -01 -2007
06 -28 -2007
SCHEMATIC DOCUMENT
H -0
PROJECT NO.
May not be reproduced without
permission of de-signer
Existing Rockery
SHEET #
DESCRIPTION
Al
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FOUNDATION PLAN
AS
FLOOR FLAN
A4
ELEVATIONS
A5
SECTION
INDEX
AI
As
85
SHEET #
DESCRIPTION
Al
GOVERSHEET
A2
FOUNDATION PLAN
AS
FLOOR FLAN
A4
ELEVATIONS
A5
SECTION
ME I GAL
GENERAL
SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM
BEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING
APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 2006
INTERNATIONAL RESIDENTIAL CODE.
HEATING
EACH DWELLING' UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF
MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE
THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE
OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C.
DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE:
THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH
THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS
EXEMPTED BY THE WS.E.C.
I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR
FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2006 IRC.
2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE
PROVISIONS OF CHAPTER 24 OF THE 2006 IRC.
3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS
OF CHAPTER 16 OF THE 2006 IRC.
ALL WARM AIR FURNACES SHALL EE LISTED AND LABELED BY AN APPROVED AGENCY AND
INSTALLED PER CHAPTER MI402 OF THE 2006 IRC.
APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES
SHALL BE SO LISTED AND INSTALLED PER SECTION MI1102.2 OF THE 2006 IRC.
NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR 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 FURNACE, ENCLOSED FURNACES AND
ELECTRIC HEATING FURNACES.
NO WARM AIR FURNACE SHALL SE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS
THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3° ALONG THE SIDES, BACK AND
TOP.
LIQUEFIED PETROLEUM bA5 BURNING APPLIANCES SHALL NOT SE INSTALLED IN A PIT,
BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT.
APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR
SPACE OR BASEMENT UNLESS SUCH LOCATION I5 PROVIDED WITH AN APPROVED MEANS FOR
REMOVAL OF UNBURNED GAS.
HEATING AND CODLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE 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 16" ABOVE THE
FLOOR SURFACE.
FIRE DAMPERS NEED NOT SE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR
OR CEILING SEPARATING A RESIDENCE (GROUP S, DIVISION 3 OCCUPANCY) FROM A GARAGE
(GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE
CONSTRUCTED OF STEEL HAVING A THICKNC: 3 NOT LESS THAN 0.01g° (N0. 26 GALVANIZED
SHEET GAUGE) AND HAVE NO OPENINGS INTO THE bARA 'E
WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPADES SHALL COMPLY WITH
MI402 OF THE 2006 IRG.
EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING, SYSTEM
COMPLYING WITH CHAPTER 18 OF THE 2006 IRC.
EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B 6AS VENT OR TYPE BIN GAS VENT
SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS
INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 10 OF THE 2006 IRC.
A TYPE B OR BIN GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2006 IRC.
A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST
POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0"
HIGHER THAN ANY PORTION OF THE BUILDING WITHIN I0' -0" OF THE VENT PER SECTION
1604.2.4 OF THE 2006 !RC.
VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE
APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A
MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION MI805 OF THE
2006 IRC.
HEATING EQUIPMENT
Ali HEATING. EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE Ig81 NATIONAL APPLIANCE
ENERGY GO E '/ATION ACT (NAECA) AND BE SO LABELED. EQUIPMENT SHALL ALSO
COMPLY WITH SECTION 1411 OF THE W.S.E.S.
HVAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 200% OF
DESIGN LOAD
17UCTINORK
I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH S1'
TABLE 1601.1.1 (1) 4 1601.1.1 (2) OF THE 2006 IRC.
2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT
PER SECTION MI601.3.I OF THE 2006 IRC.
3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION MI60I.3 OF THE 2006 IRC.
4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION MI6012.I OF THE
2006 IRC.
INSULATION AND
MOISTURE PROTE
GENERAL
UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY
CODES. INSULATION BAFFLES TO MAINTAIN I V CLEAR SPACE ABOVE INSULATION.
BAFFLES TO EXTEND 6" ABOVE BATT INSULATION.
BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION.
INSULATE SEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS.
FACE STAPLE BATTS.
FRICTION FIT FACED BATTS.
USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS.
USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX.)
R -I0 INSULATION UNDER ELECTRIC WATER HEATERS.
INFILTRATION CONTROL
I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS
AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS
AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL
OTHERS SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO
UNHEATED SPACES, SHALL BE SEALED, CAULKED, &ASKETED OR WEATHER - STRIPPED TO
LIMIT AIR INFILTRATION.
2. ALL EXTERIOR DOORS, OTHER THAN FIRE - RATED DOORS, SHALL BE DESIGNED TO LIMIT
AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS
BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED TIRE-RATED" AND MUST
MEET THE ABOVE REQUIREMENT.
3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR
FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO
STANDARD ASTM E 25315. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE
EXEMPT FROM TESTING BUT SHALL BE WEATHER•STRIPPED, CAULKED AND MORE
TIGHTLY FITTING.
4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C.
PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT
WATER SERVICE IS REQUIRED TO SE INSULATED PER THE W.SE.C. SERVICE WATER PIPING
SHALL SE INSULATED TO A MINIMUM OF R-3.
VAPOR BARRIERS / GROUND COVERS
AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WISH A
PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM
SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 6" 0.G. AND GAPS BETWEEN THE FACING
AND THE FRAMING SHALL NOT EXCEED I/16"
A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID
OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL SE OVERLAPPED
ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I/500 OF THE AREA OF
THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT
EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION.
DOORS, W I NDOlAlS AND SiGYL I GHTS
GENERAL
THE REQUIRED EXIT DOOR MAY HAVE A MAXIMUM 1 %" STEP TO A MINIMUM 56" DEEP
LANDING. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 1 %° STEPS TO A MIN.. 36"
DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -I
UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS
UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A
MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH
OF 20° AND A MINIMUM NET CLEAR OPENING' HEIGHT OF 24 ", MAXIMUM FINISHED SILL I -EIGHT
OF 44" ABOVE FLOOR. WINDOWS WITH A SILL. OF MORE THAN 72" ABOVE FINISHED GRADE
TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR.
SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH SHALL BE MADE WEATHER- STRIPPED,
CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM
INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR, 'LAZING
MANUFACTURER AND MODEL NUMBERS.
SAFETY GLAZING LOCATIONS PER 2006 RC SECTION RSO8.4
I. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN
SLIDING AN BI -FOLD CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING, IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWER. GLAZING IN ANY PART OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
&LAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE.
6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC, OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR
WALKING SURFACE.
1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.I. EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN g SQUARE FEET.
1.2. EXPOSED BOTTOM EDGE IS LESS THAN 16° ABOVE THE FLOOR.
1.5. TOP EDGE MORE THAN 56" ABOVE THE FLOOR.
7.4. ONE OR MORE WALKING SURFACES WITHIN 36° HORIZONTALLY OF THE PLANE OF
THE GLAZING
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING
SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL. INFILL
PANELS.
ci. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING. POOLS,
HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60"
ABOVE A WALKING SURFACE AND WITHIN 60' HORIZONTALLY OF THE WATER'S EDGE.
THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING
10. &LAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY
OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"
ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
II. GLAZING ADJACENT TO THE STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM
TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS
IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.
IRC SECTION R30•.4 EXCEPTION 4.3
SAFETY GLAZING IN ITEMS 10 $ II IS NOT REQUIRED WHEN A SOLID WALL OR PANEL
EXTENDS FROM THE PLANE OF THE ADJACENT WALKING SURFACE TO 34 INCHES TO 36
INCHES ABOVE THE FLOOR AND THE CONSTRUCTION AT THE TOP OF THAT WALL OR
PANEL IS CAPABLE OF WITHSTANDING THE SAME HORIZONTAL LOAD AS THE
PROTECTIVE BAR.
SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS
SINGLE GLAZING OR IN ALL PANELS INSULATION UNIT AND ALL OF THE FOLLOWING
CONDITIONS ARE MET.
I. THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET.
2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE
OR ACCESSIBLE AREA.
3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 1(6 ".
GENERAL
CODE
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL
ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY
TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED.
DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.
NOTE: PLANS ARE 17ONE TO THE 2006 I.R.G. EUILDING CODE
ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED
I. 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH WASHINGTON STATE AMENDMENTS
(PISA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. WAC5I -5I
2. 2006 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS
(SSA) WAC5I -50
5. 2006 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS
(SSA) WAG 51-52
4. 2006 INFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS, EXCEPT
CHAPTERS 12 AND 15 ARE NOT ADOPTED. WAC 51-56 AND 51-57
5. 2006 INTERNATIONAL FUEL GAS COPE (IFGC) WITH WASHINGTON STATE AMENDMENTS
(NSA)
6. 2006 WASHINGTON STATE ENERGY CODE (WSEC). WAG 5I -II
7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (W5VIAQC).
WAG 5I -I3.
SITE WORK
GENERAL
ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS.
ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL
NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS.
C ARPENTRY
GENERAL
ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE 2006 MSC /IRC.
ALL WOOD IN CONTACT WITH CONCRETE TO SE PRESSURE TREATED.
8° MINIMUM CLEARANCE BETWEEN WOOD AND EARTH.
12° MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
IS° MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH.
LOADING
ROOF
FLOOR
CEILING
DECK
EXTERIOR CANTILEVERED
BALCONY
INTERIOR PARTITION
EXTERIOR PARTITION
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
15 F9F DEAD LOAD
10 PSF DEAD LOAD
5 FSF DEAD WAD
5 P5F DEAD LOAD
101=5F DEAD LOAD
WOOD BEARING ON OR INSTALLED WITHIN V OF MASONRY OR CONCRETE TO BE TREATED
WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNCCC
SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR
BOLTS PER SHEAR WALL SCHEDULE AND FOUNDATION PLAN. 7° MINIMUM EMBEDMENT. ALL
METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE
CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY.
2.101
SHEET INDEX
+ 25 PSF LIVE LOAD
+ 40 P5F LIVE LOAD
+ 10PSF LIVE LOAD
+ 40 PSF LIVE LOAD
+ 60 PSF LIVE LOAD
JUN 2 5 2008
D
I SE.?12
CM Of "TuM :
7.01`
= 40 PSF
= 50 PSF
=
15 PSF
45 PSF
- 70 PSF
▪ '7 PSF
= IO PSF
RECF:JVED
JUL 19 2007
PFRM1T CENTER
WIND
( SPEED
SEISMIC
CATEGORY
SUBJECT TO DAMAGE PROM
WINTER
DESIGN
TEMP
ICE BARRIER
UNDER-
LAYMENT
UIRE
REQIJIRE D
FLOOD
HAZARDS
AIR
R NG
MEAN
AN
TEMP
WEATHERING
FROST
LINE PTT'H
TERMITE
INDEX
25Ib
85
DOG
D2(IRC)
MODERATE
H8
SLIGHT TO
MODERATE
NO
EQUIVALENT FLUID PRESSURE = 35 P.G.F. (UNRESTRAINED WALLS)
. -50 P.G.F. (RESTRAINED WALLS)
ME I GAL
GENERAL
SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM
BEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING
APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 2006
INTERNATIONAL RESIDENTIAL CODE.
HEATING
EACH DWELLING' UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF
MAINTAINING A TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A HEIGHT OF 3' -0" ABOVE
THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE
OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C.
DEFINITION OF BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE:
THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH
THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS
EXEMPTED BY THE WS.E.C.
I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR
FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2006 IRC.
2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE
PROVISIONS OF CHAPTER 24 OF THE 2006 IRC.
3. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS
OF CHAPTER 16 OF THE 2006 IRC.
ALL WARM AIR FURNACES SHALL EE LISTED AND LABELED BY AN APPROVED AGENCY AND
INSTALLED PER CHAPTER MI402 OF THE 2006 IRC.
APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES
SHALL BE SO LISTED AND INSTALLED PER SECTION MI1102.2 OF THE 2006 IRC.
NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR 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 FURNACE, ENCLOSED FURNACES AND
ELECTRIC HEATING FURNACES.
NO WARM AIR FURNACE SHALL SE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS
THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 3° ALONG THE SIDES, BACK AND
TOP.
LIQUEFIED PETROLEUM bA5 BURNING APPLIANCES SHALL NOT SE INSTALLED IN A PIT,
BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT.
APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR
SPACE OR BASEMENT UNLESS SUCH LOCATION I5 PROVIDED WITH AN APPROVED MEANS FOR
REMOVAL OF UNBURNED GAS.
HEATING AND CODLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE 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 16" ABOVE THE
FLOOR SURFACE.
FIRE DAMPERS NEED NOT SE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR
OR CEILING SEPARATING A RESIDENCE (GROUP S, DIVISION 3 OCCUPANCY) FROM A GARAGE
(GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE
CONSTRUCTED OF STEEL HAVING A THICKNC: 3 NOT LESS THAN 0.01g° (N0. 26 GALVANIZED
SHEET GAUGE) AND HAVE NO OPENINGS INTO THE bARA 'E
WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPADES SHALL COMPLY WITH
MI402 OF THE 2006 IRG.
EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING, SYSTEM
COMPLYING WITH CHAPTER 18 OF THE 2006 IRC.
EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B 6AS VENT OR TYPE BIN GAS VENT
SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS
INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS PER CHAPTER 10 OF THE 2006 IRC.
A TYPE B OR BIN GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2006 IRC.
A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2' -0" ABOVE THE HIGHEST
POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' -0"
HIGHER THAN ANY PORTION OF THE BUILDING WITHIN I0' -0" OF THE VENT PER SECTION
1604.2.4 OF THE 2006 !RC.
VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE
APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A
MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES PER SECTION MI805 OF THE
2006 IRC.
HEATING EQUIPMENT
Ali HEATING. EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE Ig81 NATIONAL APPLIANCE
ENERGY GO E '/ATION ACT (NAECA) AND BE SO LABELED. EQUIPMENT SHALL ALSO
COMPLY WITH SECTION 1411 OF THE W.S.E.S.
HVAG EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 200% OF
DESIGN LOAD
17UCTINORK
I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH S1'
TABLE 1601.1.1 (1) 4 1601.1.1 (2) OF THE 2006 IRC.
2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT
PER SECTION MI601.3.I OF THE 2006 IRC.
3. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION MI60I.3 OF THE 2006 IRC.
4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION MI6012.I OF THE
2006 IRC.
INSULATION AND
MOISTURE PROTE
GENERAL
UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY
CODES. INSULATION BAFFLES TO MAINTAIN I V CLEAR SPACE ABOVE INSULATION.
BAFFLES TO EXTEND 6" ABOVE BATT INSULATION.
BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION.
INSULATE SEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS.
FACE STAPLE BATTS.
FRICTION FIT FACED BATTS.
USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS.
USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX.)
R -I0 INSULATION UNDER ELECTRIC WATER HEATERS.
INFILTRATION CONTROL
I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS
AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS
AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL
OTHERS SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO
UNHEATED SPACES, SHALL BE SEALED, CAULKED, &ASKETED OR WEATHER - STRIPPED TO
LIMIT AIR INFILTRATION.
2. ALL EXTERIOR DOORS, OTHER THAN FIRE - RATED DOORS, SHALL BE DESIGNED TO LIMIT
AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS
BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED TIRE-RATED" AND MUST
MEET THE ABOVE REQUIREMENT.
3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR
FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO
STANDARD ASTM E 25315. SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE
EXEMPT FROM TESTING BUT SHALL BE WEATHER•STRIPPED, CAULKED AND MORE
TIGHTLY FITTING.
4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C.
PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT
WATER SERVICE IS REQUIRED TO SE INSULATED PER THE W.SE.C. SERVICE WATER PIPING
SHALL SE INSULATED TO A MINIMUM OF R-3.
VAPOR BARRIERS / GROUND COVERS
AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN
ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WISH A
PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM
SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 6" 0.G. AND GAPS BETWEEN THE FACING
AND THE FRAMING SHALL NOT EXCEED I/16"
A GROUND COVER OF 6 MIL (0.0069 BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID
OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL SE OVERLAPPED
ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL.
THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE I/500 OF THE AREA OF
THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT
EXCEEDING ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION.
DOORS, W I NDOlAlS AND SiGYL I GHTS
GENERAL
THE REQUIRED EXIT DOOR MAY HAVE A MAXIMUM 1 %" STEP TO A MINIMUM 56" DEEP
LANDING. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) 1 %° STEPS TO A MIN.. 36"
DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -I
UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS
UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A
MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH
OF 20° AND A MINIMUM NET CLEAR OPENING' HEIGHT OF 24 ", MAXIMUM FINISHED SILL I -EIGHT
OF 44" ABOVE FLOOR. WINDOWS WITH A SILL. OF MORE THAN 72" ABOVE FINISHED GRADE
TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR.
SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH SHALL BE MADE WEATHER- STRIPPED,
CAULKED AND BE MADE TIGHTLY FITTING. SLIDING GLASS DOORS TO PERMIT MAXIMUM
INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. SEE PLANS FOR, 'LAZING
MANUFACTURER AND MODEL NUMBERS.
SAFETY GLAZING LOCATIONS PER 2006 RC SECTION RSO8.4
I. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN
SLIDING AN BI -FOLD CLOSET DOOR ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING, IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWER. GLAZING IN ANY PART OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
&LAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE.
6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC, OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR
WALKING SURFACE.
1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.I. EXPOSED AREA OF AN INDIVIDUAL PANEL IS LARGER THAN g SQUARE FEET.
1.2. EXPOSED BOTTOM EDGE IS LESS THAN 16° ABOVE THE FLOOR.
1.5. TOP EDGE MORE THAN 56" ABOVE THE FLOOR.
7.4. ONE OR MORE WALKING SURFACES WITHIN 36° HORIZONTALLY OF THE PLANE OF
THE GLAZING
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING
SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL. INFILL
PANELS.
ci. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING. POOLS,
HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60"
ABOVE A WALKING SURFACE AND WITHIN 60' HORIZONTALLY OF THE WATER'S EDGE.
THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING
10. &LAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY
OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60"
ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
II. GLAZING ADJACENT TO THE STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM
TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS
IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD.
IRC SECTION R30•.4 EXCEPTION 4.3
SAFETY GLAZING IN ITEMS 10 $ II IS NOT REQUIRED WHEN A SOLID WALL OR PANEL
EXTENDS FROM THE PLANE OF THE ADJACENT WALKING SURFACE TO 34 INCHES TO 36
INCHES ABOVE THE FLOOR AND THE CONSTRUCTION AT THE TOP OF THAT WALL OR
PANEL IS CAPABLE OF WITHSTANDING THE SAME HORIZONTAL LOAD AS THE
PROTECTIVE BAR.
SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS
SINGLE GLAZING OR IN ALL PANELS INSULATION UNIT AND ALL OF THE FOLLOWING
CONDITIONS ARE MET.
I. THE GLAZING AREA DOES NOT EXCEED 16 SQUARE FEET.
2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12' -0" ABOVE ANY WALKING SURFACE
OR ACCESSIBLE AREA.
3. THE NOMINAL THICKNESS OF EACH PANE DOES NOT EXCEED 1(6 ".
GENERAL
CODE
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL
ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY
TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED.
DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS.
NOTE: PLANS ARE 17ONE TO THE 2006 I.R.G. EUILDING CODE
ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED
I. 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH WASHINGTON STATE AMENDMENTS
(PISA) EXCEPT CHAPTERS II AND 25 THROUGH 42 ARE NOT ADOPTED. WAC5I -5I
2. 2006 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS
(SSA) WAC5I -50
5. 2006 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS
(SSA) WAG 51-52
4. 2006 INFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS, EXCEPT
CHAPTERS 12 AND 15 ARE NOT ADOPTED. WAC 51-56 AND 51-57
5. 2006 INTERNATIONAL FUEL GAS COPE (IFGC) WITH WASHINGTON STATE AMENDMENTS
(NSA)
6. 2006 WASHINGTON STATE ENERGY CODE (WSEC). WAG 5I -II
7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (W5VIAQC).
WAG 5I -I3.
SITE WORK
GENERAL
ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS.
ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL
NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS.
C ARPENTRY
GENERAL
ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE 2006 MSC /IRC.
ALL WOOD IN CONTACT WITH CONCRETE TO SE PRESSURE TREATED.
8° MINIMUM CLEARANCE BETWEEN WOOD AND EARTH.
12° MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.
IS° MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH.
LOADING
ROOF
FLOOR
CEILING
DECK
EXTERIOR CANTILEVERED
BALCONY
INTERIOR PARTITION
EXTERIOR PARTITION
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
15 F9F DEAD LOAD
10 PSF DEAD LOAD
5 FSF DEAD WAD
5 P5F DEAD LOAD
101=5F DEAD LOAD
WOOD BEARING ON OR INSTALLED WITHIN V OF MASONRY OR CONCRETE TO BE TREATED
WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2x THICKNCCC
SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. ANCHOR
BOLTS PER SHEAR WALL SCHEDULE AND FOUNDATION PLAN. 7° MINIMUM EMBEDMENT. ALL
METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE
CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY.
2.101
SHEET INDEX
+ 25 PSF LIVE LOAD
+ 40 P5F LIVE LOAD
+ 10PSF LIVE LOAD
+ 40 PSF LIVE LOAD
+ 60 PSF LIVE LOAD
JUN 2 5 2008
D
I SE.?12
CM Of "TuM :
7.01`
= 40 PSF
= 50 PSF
=
15 PSF
45 PSF
- 70 PSF
▪ '7 PSF
= IO PSF
RECF:JVED
JUL 19 2007
PFRM1T CENTER
FRAMING $ FOUNDATION
DIMENSION
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATI -PING PER PLAN
I6d@4 " O.G.
DOOR:
I " MAX OR
4" MIN
WATER PROOF
MEMBRANE
4" CONC. SLAB
STUB OUT #4 BAR X 24"
IS" O.G.
BITUMINOUS
DAMPPROOF I NG
TOP OF FTC.
TO FIN. GRADE
*4 BAR VERTICAL @ 24" O.G.
$ HORIZONTAL @ 24" O.G.
5" CLR.
4" DI A. PERF.
FOUNDATION DRAIN
r)re 6." rle
6 NI7. 1ALLL 1Ni SLAB
2X STUDS PER PLAN
BATT INSULATION PER PLAN
PRESSURE TREATED RIM .101ST
BATT INSULATION PER PLAN
(-� 5/4" T. &G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
ill 61
R..A
T T T T T; T T T T T T T T 7
►��!��� rrrrrrrrrrr r
rr r�
. i
�.i_
I6d TOE -NAIL
6" O.G.
MUDS ILL / A. BOLTS
PER FOUNDATION PLAN
(I) #4 BAR CONT. MAX. 6"
BELOW TOP OF FND. WALL
- MIL. BLACK V.B.
FLR.
JSTS.
PER
PLAN
(2) #4 BAR CONTINUOUS
4" HOOK
SCALE :
I = ' O
z
I
1-
CV
SCALE: 1/4" = 1' -0"
•
1
•
25' -0
•
•
•
FOUNDATION NOTES:
•
•
•
14' -0"
•
SL.A5 ON GRADE .•
4" CONC. OVER
'6 MIL (BLACK) V.B. OVER' '
4" GRANULAR FILL • . • •
5.O.G.
4" CONC. OVER
6 MIL (BLACK) V.B. OVER
4" GRANULAR FILL . . •
4. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS.
5. STEP FOUNDATION PER SITE CONDITIONS.
6. 1,500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL
BE VERIFIED IN FIELD.
1. SEE SHEET Al FOR ADDITIONAL NOTES.
S. SEE SHEET A2 FOR FOUNDATION VENTILATION CALCULATION.
------ OUNL7)ATION FLAN
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL.
S. ALL WOOD I N CONTACT WITH CONC. TO BE PRESSURE TREATED.
S ' -4"
4,
0
CORREVIOM
LTR #
JUN 2 5 2008
SE? } c?, 2a��
B D P 5 _:.
RECATWED
AUG 2 7 2007
••5F:Rm13 CENTER
I >
[A
A2
A5
FRAMING $ FOUNDATION
DIMENSION
FINISH PER ELEVATION OVER
15 LB. BUILDING PAPER
OVER SHEATI -PING PER PLAN
I6d@4 " O.G.
DOOR:
I " MAX OR
4" MIN
WATER PROOF
MEMBRANE
4" CONC. SLAB
STUB OUT #4 BAR X 24"
IS" O.G.
BITUMINOUS
DAMPPROOF I NG
TOP OF FTC.
TO FIN. GRADE
*4 BAR VERTICAL @ 24" O.G.
$ HORIZONTAL @ 24" O.G.
5" CLR.
4" DI A. PERF.
FOUNDATION DRAIN
r)re 6." rle
6 NI7. 1ALLL 1Ni SLAB
2X STUDS PER PLAN
BATT INSULATION PER PLAN
PRESSURE TREATED RIM .101ST
BATT INSULATION PER PLAN
(-� 5/4" T. &G. PLYWOOD SUBFLOOR
GLUED 4 NAILED
ill 61
R..A
T T T T T; T T T T T T T T 7
►��!��� rrrrrrrrrrr r
rr r�
. i
�.i_
I6d TOE -NAIL
6" O.G.
MUDS ILL / A. BOLTS
PER FOUNDATION PLAN
(I) #4 BAR CONT. MAX. 6"
BELOW TOP OF FND. WALL
- MIL. BLACK V.B.
FLR.
JSTS.
PER
PLAN
(2) #4 BAR CONTINUOUS
4" HOOK
SCALE :
I = ' O
z
I
1-
CV
SCALE: 1/4" = 1' -0"
•
1
•
25' -0
•
•
•
FOUNDATION NOTES:
•
•
•
14' -0"
•
SL.A5 ON GRADE .•
4" CONC. OVER
'6 MIL (BLACK) V.B. OVER' '
4" GRANULAR FILL • . • •
5.O.G.
4" CONC. OVER
6 MIL (BLACK) V.B. OVER
4" GRANULAR FILL . . •
4. SOFFIT, VENT, 4 INSULATE CANTILEVERED AREAS.
5. STEP FOUNDATION PER SITE CONDITIONS.
6. 1,500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL
BE VERIFIED IN FIELD.
1. SEE SHEET Al FOR ADDITIONAL NOTES.
S. SEE SHEET A2 FOR FOUNDATION VENTILATION CALCULATION.
------ OUNL7)ATION FLAN
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL.
S. ALL WOOD I N CONTACT WITH CONC. TO BE PRESSURE TREATED.
S ' -4"
4,
0
CORREVIOM
LTR #
JUN 2 5 2008
SE? } c?, 2a��
B D P 5 _:.
RECATWED
AUG 2 7 2007
••5F:Rm13 CENTER
ROOF FRAM I NG NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL BEAMS 4 HEADERS TO BE 4x10 DF #2 @ 2x4 WALLS 4
6x5 DF #2 OR 4x10 DF 4t2 @ 2x6 WALLS, U.N.O.
3. PROVIDE VENTED BLOCKING OVER SUPPORTS.
4. WINDOW HEADERS @ 6' -S" ABOVE FINISHED FLOOR @
5. ALL TRUSSES
* SHALL CARRY MANUFACTURER'S STAMP
* SHALL BE INSTALLED 4 BRACED TO
MANUFACTURER'S SPECIFICATIONS
* SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON
SITE FOR FRAMING INSPECTION
* SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS
* TRUSS HANGERS SHALL BE SPECIFIED BY
THE TRUSS ENGINEER
6. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
.7. INSTALL SHEAR WALLS 4 /OR BLOCKING IN ROOF STRUCTURE
BEFORE INSTALLING FINISH ROOFING.
S. SEE SHEET Al FOR ADDITIONAL NOTES.
`1. SEE SHEET A2 FOR ROOF VENTILATION CALCULATION.
MAIN FLOOR, U.N.O.
SCALE: 1/4" = 1' -0"
2x6
2x8
ul
0
2x8
•
P.T. 6x5
POST Y'4/
GOSS
(6 PLACES)
2 00E FRAMING PLAN
LEGEND
L
J
NEW CONSTRUCTION
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
4
n
\
0
6 S' -4"
S' -4"
/
o •
m i
II
lat
7.
a.
6-0"
+I6" BENCH
VAULTED
LOUNGE
CARPET
INSTALL 36" WIDE DIII GT
VENT GAS FIREPLAd0PER
MANUF. SPECS.
I - a II
FITNESS
CARPET
SCALE: I/4" = I' -O"
' -
6 ° 6 ° PIC
J
4 ° 4 ° PIG /S.G . 4 C /S.G.
UNCOVERED
NEIN DECK
P.T. DEGK'G
0
MGRS OFFICE
CARPET
2 °6°PIC
I
,G.
DN.
3 R.
T-0"
COVERED
N kM ENTRY PORCH
P.T. PECK'G
25'_0"
EXIST. WALL ---
TO BE REMOVED
/ V.
FLOOR FLAN NOTES:
0
m
FOR
VINYL
2
DN.
3 R.
•le
6
SEE SHEET Al FOR ADDITIONAL NOTES.
SEE SHEET A2 FOR VENTILATION SCHEDULE.
6 ° 6 ° PIC
+16" BENCH
+36" HANDRAIL
KIT HEN
TILE
D.W.
!REFER) I
MA I NT.
VINYL
m
0
m
2 ° 6 ° PIC
05.0. •
■1 ' -O II
6' -O"
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES.
S. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. U.N.O.
4. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
5. SMOKE DETECTORS:
* SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP
e SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
* SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A
CEILING CHANGE GREATER THAN 24"
6. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8305.6
VINYL
MAIN FLOOR PLAN
5
0
n
O
ry
\ \
0
1
0
0
7 4 -
EX ,�
JUN 2 5 2008
7 "-
e U ;
SEp
LIM °
,Intjlt
i
RECF:VED
JUL 19 ZUUT
PERMIT t:',1'=NT Et
AS
AS
FOSTER REEK
TUKNILA, NA
I
EXIST
1
I
1
NGI
RtFTER41
I L
if - 1
.Mr
L
EXIST. GLU -LAM BEAM
I EX15T. GLU -LAM BEAM _I
Cl
I EXIST. GLU -LAM BEAM 1
I LI EXIST. GU-LAM BEAM
■
- -M
■
I
03
4
I
I I
m- Alt
■
1
' 0
.ki
121
"
— - i
2 x8 i -
ROOF FRAM I NG NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. ALL BEAMS 4 HEADERS TO BE 4x10 DF #2 @ 2x4 WALLS 4
6x5 DF #2 OR 4x10 DF 4t2 @ 2x6 WALLS, U.N.O.
3. PROVIDE VENTED BLOCKING OVER SUPPORTS.
4. WINDOW HEADERS @ 6' -S" ABOVE FINISHED FLOOR @
5. ALL TRUSSES
* SHALL CARRY MANUFACTURER'S STAMP
* SHALL BE INSTALLED 4 BRACED TO
MANUFACTURER'S SPECIFICATIONS
* SHALL HAVE DESIGN DETAILS 4 DRAWINGS ON
SITE FOR FRAMING INSPECTION
* SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS
* TRUSS HANGERS SHALL BE SPECIFIED BY
THE TRUSS ENGINEER
6. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
.7. INSTALL SHEAR WALLS 4 /OR BLOCKING IN ROOF STRUCTURE
BEFORE INSTALLING FINISH ROOFING.
S. SEE SHEET Al FOR ADDITIONAL NOTES.
`1. SEE SHEET A2 FOR ROOF VENTILATION CALCULATION.
MAIN FLOOR, U.N.O.
SCALE: 1/4" = 1' -0"
2x6
2x8
ul
0
2x8
•
P.T. 6x5
POST Y'4/
GOSS
(6 PLACES)
2 00E FRAMING PLAN
LEGEND
L
J
NEW CONSTRUCTION
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
4
n
\
0
6 S' -4"
S' -4"
/
o •
m i
II
lat
7.
a.
6-0"
+I6" BENCH
VAULTED
LOUNGE
CARPET
INSTALL 36" WIDE DIII GT
VENT GAS FIREPLAd0PER
MANUF. SPECS.
I - a II
FITNESS
CARPET
SCALE: I/4" = I' -O"
' -
6 ° 6 ° PIC
J
4 ° 4 ° PIG /S.G . 4 C /S.G.
UNCOVERED
NEIN DECK
P.T. DEGK'G
0
MGRS OFFICE
CARPET
2 °6°PIC
I
,G.
DN.
3 R.
T-0"
COVERED
N kM ENTRY PORCH
P.T. PECK'G
25'_0"
EXIST. WALL ---
TO BE REMOVED
/ V.
FLOOR FLAN NOTES:
0
m
FOR
VINYL
2
DN.
3 R.
•le
6
SEE SHEET Al FOR ADDITIONAL NOTES.
SEE SHEET A2 FOR VENTILATION SCHEDULE.
6 ° 6 ° PIC
+16" BENCH
+36" HANDRAIL
KIT HEN
TILE
D.W.
!REFER) I
MA I NT.
VINYL
m
0
m
2 ° 6 ° PIC
05.0. •
■1 ' -O II
6' -O"
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS
4 CONDITIONS PRIOR TO CONSTRUCTION.
2. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES.
S. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. U.N.O.
4. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
5. SMOKE DETECTORS:
* SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP
e SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
* SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A
CEILING CHANGE GREATER THAN 24"
6. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 8305.6
VINYL
MAIN FLOOR PLAN
5
0
n
O
ry
\ \
0
1
0
0
7 4 -
EX ,�
JUN 2 5 2008
7 "-
e U ;
SEp
LIM °
,Intjlt
i
RECF:VED
JUL 19 ZUUT
PERMIT t:',1'=NT Et
AS
AS
FOSTER REEK
TUKNILA, NA
4:12
L
SCALE: 1/4" = 1' -0"
SCALE: 1/4" = I' -D"
T ELEVATION
T ELEVATQN
4:12
ELEVATION NOTES:
I. VERIFY SHEAR WALL NAILING HOLDOWNS PER FLAN
PRIOR TO INSTALLING SIDING.
2. MASONRY $ 1/400D FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER I.R.G. CHAPTER 10
S. CAULK ALL EXTERIOR JOINTS $ PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.G. 8703.8
3. PROVIDE FLASHING AT ROOF PENETRATIDNS
PER I.R.G. R $ RriO3.2.1
6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
8 GARAGE- INTERIOR DOORS.
�• PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS @ ALL EAVES, TYP.
S. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY
VISIBLE FROM THE STREET FRONTAGE.
Q. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 8303.6
10. SEE SHEET AI FOR ADDITIONAL NOTES.
+36" HANDRAIL
4:12
6:12
RQNT
SCALE: 1/4" = I -0"
1)01 21
REAR ELEVATION
SCALE: 1/4" = 1' -0"
4
LEVATION
JUN 2 5 2008
SEP \ 2 201
AUG 2 7 11Juf
PERNUT C -N
IA I
A4
As
4:12
L
SCALE: 1/4" = 1' -0"
SCALE: 1/4" = I' -D"
T ELEVATION
T ELEVATQN
4:12
ELEVATION NOTES:
I. VERIFY SHEAR WALL NAILING HOLDOWNS PER FLAN
PRIOR TO INSTALLING SIDING.
2. MASONRY $ 1/400D FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER I.R.G. CHAPTER 10
S. CAULK ALL EXTERIOR JOINTS $ PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.G. 8703.8
3. PROVIDE FLASHING AT ROOF PENETRATIDNS
PER I.R.G. R $ RriO3.2.1
6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
8 GARAGE- INTERIOR DOORS.
�• PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS @ ALL EAVES, TYP.
S. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY
VISIBLE FROM THE STREET FRONTAGE.
Q. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 8303.6
10. SEE SHEET AI FOR ADDITIONAL NOTES.
+36" HANDRAIL
4:12
6:12
RQNT
SCALE: 1/4" = I -0"
1)01 21
REAR ELEVATION
SCALE: 1/4" = 1' -0"
4
LEVATION
JUN 2 5 2008
SEP \ 2 201
AUG 2 7 11Juf
PERNUT C -N
/— +56 " HAN172A
BENCH BEYOND
MSC
4" CONG. SLAB OVER
4" GRANULAR FILL
NERVASTROHL FOR
WATERPROOFING
EXIST. ROOF
RAFTERS
LOUNGE
E X I STI NG
BEAM
EXIST. FLOOR
SYSTEM
GRANLSF'AGE
SCALE: 1/4"
FITNESS
GRANL5F'AGE
51JILE7INO SECTION 'A'
OFFICE
• • :4
2(,1
EXPI
JUN 2 5 2008
4 .,,. , ,_. ..., ;..r.„: r
v v 1 - . 7 .,,...."- -
. c,)7 -1,.....4 -. _:,..:
ti SE? 1
, a —
\ u KaN c
city ui
tr
RECTNEr
AUG 2 7 2001
PH•mi CEtN
vm 'v-11
A5
A5
/— +56 " HAN172A
BENCH BEYOND
MSC
4" CONG. SLAB OVER
4" GRANULAR FILL
NERVASTROHL FOR
WATERPROOFING
EXIST. ROOF
RAFTERS
LOUNGE
E X I STI NG
BEAM
EXIST. FLOOR
SYSTEM
GRANLSF'AGE
SCALE: 1/4"
FITNESS
GRANL5F'AGE
51JILE7INO SECTION 'A'
OFFICE
• • :4
2(,1
EXPI
JUN 2 5 2008
4 .,,. , ,_. ..., ;..r.„: r
v v 1 - . 7 .,,...."- -
. c,)7 -1,.....4 -. _:,..:
ti SE? 1
, a —
\ u KaN c
city ui
tr
RECTNEr
AUG 2 7 2001
PH•mi CEtN