HomeMy WebLinkAboutPermit D08-384 - HART RESIDENCE - WATER DAMAGE REPAIRHART RESIDENCE
13215 40 AVE S
D08-384
Parcel No.: 7340600900
Address: 13215 40 AV S TUKW
Suite No:
Tenant:
Name: HART RESIDENCE
Address: 13215 40 AV S , TUKWILA WA
Owner:
Name: HART MADOLIN F
Address: 13215 40TH AVE S , TUKWILA WA 98168
Phone:
Contact Person:
Name: MADOLIN HART
Address: 13215 40 AVE S , TUKWILA WA 98168
Phone: 253- 872 -3590
Contractor:
Name: SHIREY HANDYMAN SERVICE LLC
Address: 230 NE JUMIPER ST , ISSAQUAH WA 98027
Phone: 425 - 392 -8301
Contractor License No: SHIREHS972JA
DESCRIPTION OF WORK:
REPLACE EXISTING EXTERIOR WALLS, WINDOWS, AND DOORS DUE TO WATER DAMAGE. REPLACE ROOF AND EXTEND
EAVE OVERHANG FROM ZERO TO ONE FOOT. ADD 24 SQ FT DECK
Value of Construction:
Type of Fire Protection:
Type of Construction:
$117,885.84
V -B
City4111f 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
DEVELOPMENT PERMIT
Fees Collected: $2,313.84
International Building Code Edition: 2006
Occupancy per IBC: 26
* *continued on next page **
Permit Number: D08 -384
Issue Date: 08/04/2008
Permit Expires On: 01/31/2009
Expiration Date: 04/01/2009
doc: IBC -10/06 D08 -384 Printed: 08-04 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City olnukwiia •
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 Number: D08 -384
Issue Date: 08/04/2008
Permit Expires On: 01/31/2009
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: N
Permit Center Authorized Signature:
doc: IBC -10/06
Date: —Li _Q V
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting •f this permit does no presume to give authority to violate or cancel the provisions of any other state or local laws regulating
const lion • e performanc of ' ork. I am authorized to sign and obtain this development permi
Signatur �I .. n Date: "L
Print Name:
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.
D08 -384 Printed: 08-04 -2008
Parcel No.: 7340600900
Address: 13215 40 AV S TUKW
Suite No:
Tenant: HART RESIDENCE
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond -10/06
S
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
5: All wood to remain in placed concrete shall be treated wood.
PERMIT CONDITIONS
* *continued on next page **
Permit Number: D08 -384
Status: ISSUED
Applied Date: 07/24/2008
Issue Date: 08/04/2008
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: 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: 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.
7: 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.
8: 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.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
11: 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.
D08 -384 Printed: 08-04 -2008
• •
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
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: Mit5 a?"
Print Name: f'e 1M L L
doc: Cond -10/06
Date:
D08 -384 Printed: 08-04 -2008
Site Address: 1 32 )S 4° AYE S
Tenant Name: t 4 D 0 Z- 4 Ni 1 "r
Property Owners Name: WA 0 0 ( 1 I V
Mailing Address: I 2) S 4-0 Ave_ S
Name:
Mailing Address: 3 Z) s "1 ,4V F S
E -Mail Address: 1 (10 /NL Q( IO441 .6ic67 '5.Cpd/1
Company Name:
Mailing Address:
Contact Person: APP-IL (2...
E -Mail Address:
Contractor Registration Number:
Company Name:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.citukwila.wa.us
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Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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Plumbing /Gas Permit No
ce use
Building Permit No.
Mechanical Permit No.
Public Works Pe
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**
King Co Assessor's Tax No.: 734 (36 O O 9 0 0
City
CONTACT PERSON
ho do we contact when
your Permit
dy to be issued
Suite Number:
(For of
New Tenant: E.... Yes ..No
Day Telephone: ( 5 3) 0 7 2 -3590
City
Fax Number:
SAni to f3m S 1+
City ��11
Day Telephone: "I 2-5
Fax Number: 42-S
State
State
only).
Floor:
Zip
Zip
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
s 1-f-► ►.-t -y , l-rJD y 1 / s E(tV1 .
2.35 r).E u ry , Pty- S r ,S$A- owl a/ c l- 99
City
State Zip
Day Telephone: (47-S) 39 2 6 3 0 r
Fax Number: (42.5) 9 23 O 0
Expiration Date:
ARCHITECT OF R
Plans must be wet stamped by Arc
Mailing Address:
cit
Day Telephone:
Fax Number:
State
Zip
ENGINEER i
F RECORD — All plans must be
wry- 9E3074
State Zip
s 22 4-/ SO
S Zz- 4i 5
Page 1 of 6
BUILDING PERMIT INFORI^TION - 206- 431 -3670
1 ' Oy� I
Valuation of Project (contractor's bid price): $ Existing Building Valuation: $
Scope of Work (please provide detailed information): gf (fit- "-ESL. ESC, ( sT I " ) o E- recut co f -, c^1)-t,L
i/0( N 0 0 w S D or D OF () R-ref
Roo F / . . fi r , ► o a%-Tv .) O 2 0 F 0 - I . Ff 0 r■ 0 F.e e. -t-
-1 I F r.
Will there be new rack storage? ❑.... Yes
. No If yes, a separate permit and plan submittal will be required.
rovide All Building Areas in Square Footage Below
1 Floor
2' Floo
3ra
lour
A
Floors
thr
Basemei
..........................
Accessory
Structu
Attar
d Garage
Detached Garage
Attached Carport
Detached Carpoi
Covered Deck
Interior Remodel
O
Addition to
Existing
Structure
Q
Type of
Construction per
IBC
Type of
Occupancy per
Uncovered Deck
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): 4 / 4 2S Floor area of principal dwelling: 1 14+D 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 No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm IS None ❑ Other (specify)
Will there be storage or use of flammable, 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.
Q:\Applications\Forms- Applications On LineU -2006 - Permit Application.doc
Revised. 9 -2006
bh
Page 2 of 6
PERMIT APPLICATION NO — 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).
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 AUTHORIZ AGENT:
Signature:
Print Name: MA1o141 f lia r i
Mailing Address: /33/� 4 OE
Date Application Expires:
1 -)-
Date Application Accepted:
Q:Wpplications'Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: 7
Day Telephone: ,Z53- 2 -3590
City State Zip
Staff Initials:
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type:
Qty
Fixture Type: J
Qty
Bathtub or combination
bath /shower
Drinking fountain o ., at
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste gri i,r er,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drai
Sinks
Dental unit, cuspidor
Shower, ngle head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavat.:'"
Water Closet
Building sewer or trailer
park sewer
' >" water system — per
am (inside building)
r heater and /or
yen
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
Repai alteration
of drain •';: - or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
PLUMBING AND GAS PIPING _'ERMIT INFORMATION - 206-43,. 670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Valuation of Plumbing ork (contractor's bid price): $
Valuation of Gas Piping •rk (contractor's bid price): $
Scope of Work (please provi - detailed information):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and/or gas pipin
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
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utle
Sewer:
eing installed and the quantity below:
City
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
Page 5 of 6
Parcel No.: 7340600900
Address: 13215 40 AV S TUKW
Suite No:
Applicant: HART RESIDENCE
Receipt No.: R08 -03369
Initials:
User ID:
Payee:
JEM
1165
ACCOUNT ITEM LIST:
Description
MELISSA R. HART
PLAN CHECK - NONRES
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
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7641 60.00
RECEIPT
Account Code Current Pmts
000/345.830 60.00
Total: $60.00
Permit Number: D08 - 384
Status: ISSUED
Applied Date: 07/24/2008
Issue Date: 08/04/2008
Payment Amount: $60.00
Payment Date: 09/26/2008 09:39 AM
Balance: $0.00
• .i. �
doc: Receiot -06 Printed: 09 -26 -2008
Receipt No.: R08 -02742
Payee: MADOLIN HART
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
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 2453 2,313.84
000/322.100
000/345.830
000/386.904
R]EC]EIPT
Parcel No.: 7340600900 Permit Number: D08 -384
Address: 13215 40 AV S TUKW Status: PENDING
Suite No: Applied Date: 07/24/2008
Applicant: HART RESIDENCE Issue Date:
Initials: WER Payment Date: 07/24/2008 02:24 PM
User ID: 1655 Balance: $0.00
Account Code Current Pmts
1,399.60
909.74
4.50
Total: $2,313.84
Payment Amount: $2,313.84
5285 07/24 9710 TOTAL 2313.84
doc: Receiot -06 Printed: 07 -24 -2008
Projesv
/ 4/4 7 / -4 , i 3
Type of Inspection:
i.✓4 / -r Al (
t
Address:
/3 2 /S ' /d,4' S'
Date Call / 04 4 4j
'� '�` "� — `�'
Special Instructions:.
Date Wanted: Ca".M)
` /2 - Cad' P.m:
Requester:
Phone No:
.'o6 -6a-C-7 7
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
D4:J8V
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
41/
sr (
Inspector:
t)
Date: 7,, ?
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
>ia 'Date:
C
agh.st t _.
Projee f
Type of Inspection: ANKI
Address:
12 tz. Llc) At) c
Date Called:
Special Instructions:
•
. 7
Date Wanted: I d::
^ �
`1 -- C Ti - V
P.m.
Requester:
Phone No..
�)2 ' 53 1 - i
5�
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
D� f. ) J - 3 ` I
PERMIT NO.
F
(2 06)4 3 1 -3 67 0
Approved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
In$pector
it. >3
Date ?, e
$60.00 REINSPECTION FEE R WIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
OMMENTS: • ,,-
Type of I pection: W fr i
cAJ 0 - 4 ( s K e i l - J r - 1 \ j Ay , 1) 0 -e-J .
Address
/i2/5 /5 y6 4z'
1 0 c /of re (3 Pisui DA LE
J Ill ..Z Yy /o >_ /3 - V , J�
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Project:
Type of I pection: W fr i
""`_ .
Address
/i2/5 /5 y6 4z'
Date Called:
Special Instructions:
Date c- . d2 -
� !/
Y 2
a
Requess
Phone No:
r
i
t.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
beig -.0
PERMIT NO.
(206)431 -36
Corrections required prior to approval.
Inspecto
�. —. 0, J 4
Date: 7 4 _or
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
,r
COMMENTS: P A.r A Awl d J Al
(( w ( 445.
7 �
`
I
Date Called:
Special Instructions:
Date Wanted:
Requester:
. ,
Proj c :
el r- RPM
T ype of Inspecti n:�•
wPt ( k
`
Address: _ `�
13.��,t S L i V
Date Called:
Special Instructions:
Date Wanted:
Requester:
Phone No:
L fl5
I --
1.x.`7
INSPECTION NO.
El Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
��S9N £AFP5ILf4ESYlISIRLRa1ti.A\IM � — _ � _ _
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360
El Corrections required prior to approval.
Inspecto
Date: ( 3 D j- •
0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be •
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
COMMENTS: • Ail\ A.) i Pf f �j J A ) .
,Qrt \ -e V. e- ( r 1,‘,...).. A- r ed _'. N .
LA) tt-A 1 - -V- Q- A
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Date Called:
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Date W ' D p
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Requester: .
Phone. No:
L-12. 3 - 53) -(
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Project;
\--k A- i 4 R. Nes •
Type of Ins ection:
r R. m i Al C,
"
Address:
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Date Called:
Special Instructions:
Date W ' D p
ci , z 2 c
(a:m
cp-2
Requester: .
Phone. No:
L-12. 3 - 53) -(
S 7
INSPECTION RECORD
Retain a copy with permit
DOG -3 6 1 1
PERM 4NO.
INSPECTIO NO.
CITY OF TUKWILA BUILDING DIVISION /r
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes.
Corrections required prior to approval.
Inspector:
Date:
LI $60.00 REINSPECTION FEE I EQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
Project:
14 , ( Re's •
Type of Inspection:
(.ad (j
-4 - �g1,t)c
\
Address: -I , ,5- L� U 4 0
Date Called:
Special Instructions:
Date Wanted:
Vim
Requester:
Phone No:
42-5 -
-15s - 7
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
P -30-
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION ,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 1206)431 -36
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Insp
Date: c Z _ d e,
‘kj\
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be .
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
COMMENTS:
Type of Inspection:
!) G1e 4-{i4 kls r e f ) P e VW e;\ S; A e et
stUJ CbRkict: 0.,i saN,-I e Ctsic� . l
t
Date Called:
- T• R 4ft1 ri11
a A 4 N b
,n Witte i'd
Date Wanted , :
D f
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Requester:
L a t (s 4
12_. . -- o (Tr I n M)tistiiiii
Phone No:
9 - z
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Project'
Type of Inspection:
N.....
Ad
Address_ `
Date Called:
Special Instructions:
Date Wanted , :
D f
U p.m.
Requester:
Phone No:
9 - z
— '
3
1 - (SS 7
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370
❑ Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
Dat
1 14 - ----^c. 4-1 I P5(111 /O
REINSPECTION F REWIRED. Prior to inspection, fee must be
at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
El Corrections required prior to approval. If
I 9
Proj /027 "L
Tv $ ctisT /1 O
q7 7 / 3 � V6 v 5
Da a Called:
Special Instructions:
Date t e i /op
�,
P. m.
Requester:
Phon No:
� S - / - 133
7
INSPECTION RECORD 99�� 4 l�
Retain a copy with per ✓� a ��
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION e-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3
COMMENTS:
Inspect'or:
Date:
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
!Date:
Approved per applicable codes. Corrections required prior to approval. 6
02 -02 -2009
MADOLIN HART
13215 40 AVE S
TUKWILA WA 98168
RE: Permit No. D08 -384
13215 40 AV S TUKW
Sincerely,
Bill Rambo
Permit Technician
City of Tukwila
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 fmal 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 03/28/2009 , 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.
Department of Community Development Jack Pace, Director
C--: \--13tnfjrs
xc: Permit File No. D08 -384
nf1RR e
ill- ..t.l «..Fnn
Jim Haggerton, Mayor
Phnnv: 206 - 431 -3670 • Fax: 206 -431 -3665
ACTIVITY NUMBER: D08 - 384 DATE: 09 - -
PROJECT NAME: HART RESIDENCE
SITE ADDRESS: 13215 40 AV S
Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
X Revision # 1 after Permit Issued
DEPARTMENTS:
Bui di g Division
Public Works Structural
V41/11\ I4A. 4
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
•PERMIT COORD COPY 0
PLAN REVIEW /ROUTING SLIP
Incomplete n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
61 ►n ,._44ig
Fire Frevention
n
❑ Permit Coordinator
DUE DATE: 09-11-08
Not Applicable ❑
No further Review Required
DATE:
DUE DATE: 10-09-08
Not Approved (attach comments)
DATE:
41-1&-Oek.
Planning ivision
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D08 -384
PROJECT NAME: HART RESIDENCE
SITE ADDRESS: 13215 40 AV S
X Original Plan Submittal
Response to Correction Letter #
DATE: 07 -24 -08
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
ing'Divisiol
Public Work* M i- -vb
Complete
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
� PERMIT COORD COPP
PLAN REVIEW/ROUTING SLIP
F ir Prev `'
Structural
Incomplete
Structural Review Required
Approved with Conditions
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
DATE:
DATE:
u -°
Planning Division
Permit Coordinator
DUE DATE: 07 -29 -08
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
n
DUE DATE: 08-26-08
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVISION
NO.
DATE
RECEIVED
STAFF
INITTIALS
ISSUED DATE
STAFF
IN TIALS
i
Cl
[D in
cj ; f
Summary of Revision:
A
l7
Summary of Revision:
tL, ; 9 f puYLQ(A- 'TV cAtow Pn90 II) bi
s b
-M 4 & TO *A Nvien o .1 WA1u-,
Received by: i,ive,t1 p,, Y-(-
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE. RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
S ummary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
PROJECT NAME: R r f t (
SITE ADDRESS: 11-4-1 `{U AV '
PERMIT NO:
ORIGINAL ISSUE DATE:
REVISION LOG
(please print)
(please print)
(please print)
(please print)
(please print)
Sheet Number(s): (42
Created: 8 -13 -2004
•
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
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 9- /0- 0S Plan Check/Permit Number: t2N
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # I after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: r-& s,d,„,.c2 _ �Ai oct
Project Address: 13 215 - 4 ' Ave-
Contact Person: )e-V n /4in ki e_cA Phone Number: if - 52;2 - 6
Summary of Revision:
.- net.ts.cd /car- ,04„,
4'2 tea &?
ahGnr &meta d wa(/ a td e -ra
C/ E 1(02, S�a#lc
Steven M Mullet, Mayor
Steve Lancaster, Director
Clr op Tu KwitA
SEP 10 Z008
PERMIT CENTER
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
1 -,\,s( Entered in Permits Plus on 0
kapplications forms- applications on linelrevision submittal
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
CBIC
5E7133
03/25/2003
Until
Cancelled
$12,000.00
04/01/2003
Name
Role
Effective Date
Expiration Date
SHIREY, DONNA B
PARTNER /MEMBER
04/01/2003
SHIREY, RILEY L
PARTNER /MEMBER
04/01/2003
Untitled Page
Business Owner Information
Bond Information
•
https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= SHIREHS972JA
•
Page 1 of 2
General /Specialty Contractor
A business registered as a construction contractor with LW 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.
SHIREY HANDYMAN SERVICE LLC
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
SHIREY HANDYMAN
SERVICE LLC
4253928301
230 NE JUNIPER STREET
ISSAQUAH
WA
980272519
KING
LIMITED LIABILITY
COMPANY
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Separation Date
Next License
Associated
License
Specialty 1
Specialty 2
602261112
ACTIVE
SHIREHS972JA
CONSTRUCTION
CONTRACTOR
4/1/2003
4/1/2009
Previous License SHIRECI110QB
GENERAL
UNUSED
08/04/2008
PLAN SHEET INDEX
SHEET
DESCRIPTION
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATTLE, WA 98168
EXISTING & PROPOSED LAYOUT PLAN
SCALE:
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0"
1'
PROJECT NO.
0821
DRAWN BY
ABH
DATE
7 -23 -08
SHEET
Al OF
A6
PLAN SHEET INDEX
SHEET
DESCRIPTION
Al
COVER & SITE PLAN
A2
EXISTING & PROPOSED LAYOUT PLANS
A3
EXISTING & PROPOSED ELEVATIONS
A4
DETAILS
A5
SPECIFICATIONS — 1 OF 2
A6
SPECIFICATIONS — 2 OF 2
ti
—a
I
S 128th St
r
S 128Th St
1
l
S 126th St ° r
\ . G
\tt \ l�
N.
II •
S 128th St
co L.
130th St
cly
,Al
co'
PERMIT
REQUIRED FOR:
/
LL� / ' Mechanical
t�EIectrical
[,��lumbing
EIF Gas Piping
City of Tukwila
BUILDING DIVISION
EXIST. PROPERTY LINE
sl
�aI
I/ICINI TY MAP
(SCALE : NTS)
EXIST PROPERTY LINE
y .
J)
S13141Si
` N1
PROJECT
LOCATION
EXIST HOME (TO REMAIN)
APPROX. 225' SETBACK
Wvi' \P't° I-" c
rnnE. CO MMA IP
APPROVE
, f.P 2 4 2008
Tukwila
ID N DIVISION
•
/
tn1
REVISIONS
No changes shall be made to scope
of work without prior approval of
Tukwila Building Division.
NOTE. may Revisions
ude plan plan dal
and
RESIDENTIAL SINGLE FAMILY USE PROPERTY
13215 40TH AVE S.. TUKWLA, WA 98168
APPROX 372
filiiiiIif
NEW 1'
ROOF O.H.
L _
APPROX. ..369'
SITE PLAN
(SCALE : 1"=-20)
XIST. ENTR STEPS (TO REMAIN)
EXIST.
PARKING
PM COPY
Permit No.
Date: q
OUTLINE OF EXIST. HOME (TO BE MODIFIED)
APPROX. 97' SETBACK
EXIST. WALKWAY (TO REMAIN)
EXIST DRIVEWAY (TO REMAIN)
Plar review approval is subject to errors and om!ssk ns.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
•
of approv= • Field Copy and .; i •I • is acknowledged:
r Ate,
City of Tukwila
BUILDING DIVISION
APPROX.
APPROX. LOCATION OF EXISTING FIRE HYDR NT (TO REM IN)
AP
OX.
CONTACT INF0RMA770N:
OWNER: MADOLIN F HART
13215 40TH AVE S
TUKWILA WA 98168
PROJFCT DESCRIPTION:
EXISTING HOME HAS RECEIVED WATER DAMAGE INSIDE THE EXISTING
WALLS.
7HE PROPOSED PROJECT IS TO REPLACE ALL OF 7HE EXTERIOR WALLS
AND REPLACE WITH NEW WALLS. 7HE CURRENT ROOF HAS AN
OVERHANG OF ZERO FEET AND WILL BE MODIFIED TO 1 FOOT OVERHANG.
THE ROOF WILL BE REPLACED WITH NEW SHEATHING.
A PORTION OF THE HOME AS A MISSING PORTION OF THE PERIMETER
FOUNDATION THAT WILL BE FORMED WITH A NEW FOUNDATION.
A NEW DOOR AND ENTRY DECK WILL BE ADDED ON THE WEST SIDE OF
THE HOME.
EXISTING SITE PLAN: BASED ON KING COUNTY IMAP GIS INFORMATION
TAX PARCEL: 1 7340600900
LEGAL DESCRIPTION:
RIVERSIDE INTERURBAN TRS N 1/2 OF S 1/2 LESS CO RD
AREA OF LOT: 40,485 S.F.
FXCAVADON VOLUME:
EXISTING & PROPOSED BUILDING INFORMATION:
TOTAL LIVING AREA OF EXISTING HOME: 1,160 S.F
TOTAL LIVING AFTER HOME REMODEL: 1,160 S.F.
GENERAL NOTES:
= 1.5 C. Y. (FOR NEW ADDED FOOTING)
1. DIMENSIONS ARE TO FACE OF EXTERIOR STUD & FACE OF CONCRETE
2. CAUTION DUE TO THE POTENTIAL FOR DISTORTION OF PAPER COPIES
MADE OF THE ORIGINAL DRAWINGS MADE BY VARIOUS MACHINES &
METHODS, YOU ARE STRONGLY ADVISED
NOT TO SCALE THE DRAWINGS"
USE WRITTEN DIMENSIONS ONLY
3. PRIOR TO CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS. NOTIFY
THE OWNER OF ANY DISCREPANCIES
RECEIVED
CITY OF TUKWILA
SEP 10 2008
PERMIT CENTER
RE VISION N0.!
PDS -
REVISIONS
NO.
DESCRIPTION /DATE
NEW BATH /9 -9 -08
PART. WALL/9 -9 -08
BY
KH
HH
APPROX 108'
11' -6'
(POUR ON TOP OF
EXIST CONC. PAD)
T
x7.5H
CONCRETE CURB
BETWEEN EXIST. WALLS
I
L
`T
28x38
6a X 41 2a x a
BEDROOM
KITCHEN
11'
NEW 1' -0" O.N.
N_.
CONTRACTOR SHALL VERIFY CRAWL SPACE
VENI7LATION THAT PROPER CROSS VENTILATION
IS AVAILABLE OR PROVIDE 1 SQUARE FOOT OF
VENTILATION FOR EACH 150 SQUARE FEET OF
UNDER —FLOOR SPACE AREA.
FOUNDATION PLAN
(SCALE : W' =1' -0
BATH
4ax4a
8' -0"
EXISTING & PROPOSED PLAN
(SCALE : 14" =1' -0)
LIVING ROOM
3a
4 X44
BEDROOM
11' - 0'
48x58
F a wkiut.
C'-644 t.+mutkk �\
J
SEE PIER BLOCK &
CONNECTION DETAIL
ON SHT. A4 (TYP.)
EXIST. & FINAL
GROUND LINE
2x8 FACIA
AROUND OUTSIDE
(•)
C 4x6 PTL SUPPORT BEAMS (TYP.)
6' -0"
(2x4 PTL DECKING)
5'—
-t
4x6 PTL BEAMS OVER
EACH COLUMN (TYP.)
DECK FRAMING ELEVA TION
(SCALE : J /4 " =1' - 0
DECK FRAMING PLAN
(SCALE : J /4 "= 1' — D ")
EXTEND TO MA TCH TO
EXIST GRADE (APPROX. 4')
4x4 PTL SUPPORT
COLUMN (TYP.)
2x8 PTL MIN.
STAIR STRINGE
(TYP.)
1
(nP.)
KtVltWkl) OR
CODE COMPLIANCE
APPROVE
SEP 2 4 2008
City Of Tukwila
'WING DIVISION
EXT. WALL OF HOME (TYP.)
2x8 STEP STRINGER BEAM (TYP.)
CONCRETE LANDING
(SEE FOUNDATION
PLAN)
CITY /�
CI 1 1 OF TUK ILA
SEP 1 2008
PERMIT CENTER
V
C
u
REVISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL /9 -9 -08
BY
K11
KH
4 CONCRETE
Cr4 Normq Wiens �
HART RESIDENCE REMODEL
13215 40Th AVE S. SEATTLE, WA 98168
EXISTING & PROPOSED LAYOUT PLAN
SCALE
AS NOTED
BAR •S ONE INCH ON
ORIGINAL DRAWING
AO.AIST SCALES
ACCORDINGLY
0
T'
PROJECT NO.
0821
DRAWN BY
KBH
DATE
7-23-08
SHEET
A2 OF
AS
11' -6'
(POUR ON TOP OF
EXIST CONC. PAD)
T
x7.5H
CONCRETE CURB
BETWEEN EXIST. WALLS
I
L
`T
28x38
6a X 41 2a x a
BEDROOM
KITCHEN
11'
NEW 1' -0" O.N.
N_.
CONTRACTOR SHALL VERIFY CRAWL SPACE
VENI7LATION THAT PROPER CROSS VENTILATION
IS AVAILABLE OR PROVIDE 1 SQUARE FOOT OF
VENTILATION FOR EACH 150 SQUARE FEET OF
UNDER —FLOOR SPACE AREA.
FOUNDATION PLAN
(SCALE : W' =1' -0
BATH
4ax4a
8' -0"
EXISTING & PROPOSED PLAN
(SCALE : 14" =1' -0)
LIVING ROOM
3a
4 X44
BEDROOM
11' - 0'
48x58
F a wkiut.
C'-644 t.+mutkk �\
J
SEE PIER BLOCK &
CONNECTION DETAIL
ON SHT. A4 (TYP.)
EXIST. & FINAL
GROUND LINE
2x8 FACIA
AROUND OUTSIDE
(•)
C 4x6 PTL SUPPORT BEAMS (TYP.)
6' -0"
(2x4 PTL DECKING)
5'—
-t
4x6 PTL BEAMS OVER
EACH COLUMN (TYP.)
DECK FRAMING ELEVA TION
(SCALE : J /4 " =1' - 0
DECK FRAMING PLAN
(SCALE : J /4 "= 1' — D ")
EXTEND TO MA TCH TO
EXIST GRADE (APPROX. 4')
4x4 PTL SUPPORT
COLUMN (TYP.)
2x8 PTL MIN.
STAIR STRINGE
(TYP.)
1
(nP.)
KtVltWkl) OR
CODE COMPLIANCE
APPROVE
SEP 2 4 2008
City Of Tukwila
'WING DIVISION
EXT. WALL OF HOME (TYP.)
2x8 STEP STRINGER BEAM (TYP.)
CONCRETE LANDING
(SEE FOUNDATION
PLAN)
CITY /�
CI 1 1 OF TUK ILA
SEP 1 2008
PERMIT CENTER
V
C
u
REVISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL /9 -9 -08
BY
K11
KH
4 CONCRETE
DE
ce
a
H
ti
EXIST. & FINAL GRADE
SIDE N WEST SIDE ELEVATION
(SCALE : %4 " =1' - 0 )
36' -8"
48' -2
NEW SIDE ACCESS
STEPS TO 4'x4'
CONCRETE LANDING
REAR N NORTH SIDE ELEVA TION
(SCALE : %4 " =1' - 0)
22 "H x 24 "W
CRAWL SPACE
ACCESS OPENING
NEW 8' -6"
ONCRE7E CURB & WALL
EXIST &
FINAL GRADE
12
— , 5 (TYP.)
11' -6"
11' -6"
FINISH FLOOR
6' -B"
FRONT N SOUTH SIDE ELEVATION
(SCALE : 1 4 " =1' -0)
EXIST. FRONT
ACCESS STEPS
11'
48' -1Y2"
12
— 1 5 (rrP.)
1O' -11%2"
24' -0"
SIDE N EAST SIDE ELEVA TION
(SCALE : %4 " =1' -0)
– FINISH FLOOR
7 EXIST. FRONT
ACCESS STEPS
1
.4,„.,
..,..
FINISH FLOOR
FINISH FLOOR
KkV1tV1tED FOR ;
CODE COMPLIANCE"
APPROVED
SEP 2 42008
BIDN Of Tukwila
DN D. ION
EXIST
& FINAL
GRADE
RECEIVED
CITY OF TUKIMLA
SEP 1 D 2008
PERMIT CENTER
B
3
u
W
RE VISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL /9 -9 -08
BY
KH
KH
5taidad ad Chi troralq `,dam I
HART RESIDENCE REMODEL
13215 40TH AVE 5, SEATRE, WA 98168
EXISTING & PROPOSED ELEVATIONS
SCALE
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0'
I'
PROJECT NO.,
2821
DRAWN BY
KBH
DATE
7 -23 -08
SHEET
A3 DF
A6
DE
ce
a
H
ti
EXIST. & FINAL GRADE
SIDE N WEST SIDE ELEVATION
(SCALE : %4 " =1' - 0 )
36' -8"
48' -2
NEW SIDE ACCESS
STEPS TO 4'x4'
CONCRETE LANDING
REAR N NORTH SIDE ELEVA TION
(SCALE : %4 " =1' - 0)
22 "H x 24 "W
CRAWL SPACE
ACCESS OPENING
NEW 8' -6"
ONCRE7E CURB & WALL
EXIST &
FINAL GRADE
12
— , 5 (TYP.)
11' -6"
11' -6"
FINISH FLOOR
6' -B"
FRONT N SOUTH SIDE ELEVATION
(SCALE : 1 4 " =1' -0)
EXIST. FRONT
ACCESS STEPS
11'
48' -1Y2"
12
— 1 5 (rrP.)
1O' -11%2"
24' -0"
SIDE N EAST SIDE ELEVA TION
(SCALE : %4 " =1' -0)
– FINISH FLOOR
7 EXIST. FRONT
ACCESS STEPS
1
.4,„.,
..,..
FINISH FLOOR
FINISH FLOOR
KkV1tV1tED FOR ;
CODE COMPLIANCE"
APPROVED
SEP 2 42008
BIDN Of Tukwila
DN D. ION
EXIST
& FINAL
GRADE
RECEIVED
CITY OF TUKIMLA
SEP 1 D 2008
PERMIT CENTER
B
3
u
W
RE VISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL /9 -9 -08
BY
KH
KH
FLOOR
VENT ROOF AT RIDGE
MATCH OR PROVIDE J /s" APA RATED PLYWOOD FLOOR
SISTER OR MATCH TO EXISTING FLOOR JOISTS BACK TO NEAREST SUPPORT
ACED BATT INSULATION
"1111
MATCH TO OR PROVIDE
PRES. TREATED 2x6
PLATE w/ 1/2" DIAM.
ANCHOR BOLTS
ROOF/ CEILING
COMPOSITION SHINGLE ROOFING
30' BUILDING PAPER
'/e APA RATED PLYWOOD SHEATHING (8d x 2" ® 6" a C. MAX.)
SISTER EXISTING ROOF JOISTS TO MATCH EXISTING
R -38 KRAFT FACED BATT INSULA170N TO MATCH EXISTING
%2" GW8 TO MATCH EXIS77NG
NEW 1' -0" O.H.
TYPICAL WALL SECTION
(SCALE : J /s " =1' -0)
4 METAL GUTTER
FASCIA CEDAR
* WALL
WOOD T -111 SIDING
60 MIN. GRADE D' BUILDING PAPER
7 415 " SHEATHING (8d x 2" 0 6 O. C. MAX.)
2x6 0 16" O.C. MAX.
R -21 FACED BAIT INSULATION
%2" TYPE X' GWB
* N07E.• PROVIDE INSUL DOORS W1TH
U =.067 AND GLASS IN VINYL
FRAME WINDOWS WITH U =.35
(WHERE SHOWN)
EXIST & FINISH GRADE
MATCH TO OR PROVIDE.:
— 4" DIAM. PERF. FOOTING DRAIN
(CONNECT TO EXIST)
4e UEMER DON OGMC
WAGE ACES COS*
BOTTOM OF ERSE. WA Me-NALr WALL
VIA 1: PARAPET MILL
►1
aAA! • Y4 9AWIa EPOR SU
MW Pam COMM SLAB M P ACD _ •
AMT. co mae 6 OWN Ma MP �
yAmjl micas PAPAAi9Ie
eNSr. DESIGN WO SOL
MOM r/Ard OF taw Ps
Dr MM)
(AT CRAWL SPACE ACCESS OPENING)
NEW FOUNDA TION DETAILS
(SCALE : 3/4 =1' -0)
(SCALE : J h" =1' -0)
PRES MEOW m rune /
K• MOM ARMOR ears a G• RAC a
NEW FOUNDA TION DETAIL
(SCALE : J /4 " =1' -0
he SILO TRAN1e •
to' at ruc ry1PJ
M BARS a Y-0 9Mala maw MO
MR P1ST MW 7E WAR M PLACED
eSr. WN 7e SLAB WA IRllAN�
IEble Watt
PER BDOr (71P.
B0770 6 ROSE. a7 RE-MILT WALL
SET PER BLOOM
PLUMB MD FEW
=CREPE POUR
APPEOE WIN OF PEN
Sr MAIER:*
DECK FOUNDATION FRAMING DETAIL
a
C
C
v
cc
Ui
REVISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL/9 -9 -08
BY
KH
KH
StrucErd ad CM Encoralq 5ddtua
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATTLE, WA 98168
DETAILS
SCALE.
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0"
1"
PROJECT NO.
0821
DRAWN By
KBH.
DATE
7 -23-08
SHEET
p
A
OF
A6
FLOOR
VENT ROOF AT RIDGE
MATCH OR PROVIDE J /s" APA RATED PLYWOOD FLOOR
SISTER OR MATCH TO EXISTING FLOOR JOISTS BACK TO NEAREST SUPPORT
ACED BATT INSULATION
"1111
MATCH TO OR PROVIDE
PRES. TREATED 2x6
PLATE w/ 1/2" DIAM.
ANCHOR BOLTS
ROOF/ CEILING
COMPOSITION SHINGLE ROOFING
30' BUILDING PAPER
'/e APA RATED PLYWOOD SHEATHING (8d x 2" ® 6" a C. MAX.)
SISTER EXISTING ROOF JOISTS TO MATCH EXISTING
R -38 KRAFT FACED BATT INSULA170N TO MATCH EXISTING
%2" GW8 TO MATCH EXIS77NG
NEW 1' -0" O.H.
TYPICAL WALL SECTION
(SCALE : J /s " =1' -0)
4 METAL GUTTER
FASCIA CEDAR
* WALL
WOOD T -111 SIDING
60 MIN. GRADE D' BUILDING PAPER
7 415 " SHEATHING (8d x 2" 0 6 O. C. MAX.)
2x6 0 16" O.C. MAX.
R -21 FACED BAIT INSULATION
%2" TYPE X' GWB
* N07E.• PROVIDE INSUL DOORS W1TH
U =.067 AND GLASS IN VINYL
FRAME WINDOWS WITH U =.35
(WHERE SHOWN)
EXIST & FINISH GRADE
MATCH TO OR PROVIDE.:
— 4" DIAM. PERF. FOOTING DRAIN
(CONNECT TO EXIST)
4e UEMER DON OGMC
WAGE ACES COS*
BOTTOM OF ERSE. WA Me-NALr WALL
VIA 1: PARAPET MILL
►1
aAA! • Y4 9AWIa EPOR SU
MW Pam COMM SLAB M P ACD _ •
AMT. co mae 6 OWN Ma MP �
yAmjl micas PAPAAi9Ie
eNSr. DESIGN WO SOL
MOM r/Ard OF taw Ps
Dr MM)
(AT CRAWL SPACE ACCESS OPENING)
NEW FOUNDA TION DETAILS
(SCALE : 3/4 =1' -0)
(SCALE : J h" =1' -0)
PRES MEOW m rune /
K• MOM ARMOR ears a G• RAC a
NEW FOUNDA TION DETAIL
(SCALE : J /4 " =1' -0
he SILO TRAN1e •
to' at ruc ry1PJ
M BARS a Y-0 9Mala maw MO
MR P1ST MW 7E WAR M PLACED
eSr. WN 7e SLAB WA IRllAN�
IEble Watt
PER BDOr (71P.
B0770 6 ROSE. a7 RE-MILT WALL
SET PER BLOOM
PLUMB MD FEW
=CREPE POUR
APPEOE WIN OF PEN
Sr MAIER:*
DECK FOUNDATION FRAMING DETAIL
a
C
C
v
cc
Ui
REVISIONS
NO.
DESCRIPTION/DATE
NEW BATH /9 -9 -08
PART. WALL/9 -9 -08
BY
KH
KH
GENERAL STRUCTURAL NOTES:
PART 1 - CRITERIA
AT.t. MATgRTAtc, W/ R8M8S7EWTC,, n_RCrr_w _AAm roysluanr_mrma cSAT.T. COnPO T O THE
PLANS, SPECIFICATION, INTERNATIONAL BUILDING CODE (IBC), AND RESIDENTIAL
BUILDING CODE (IRC).
DESIGN LOAD CRITERIA
ROOF SNOW LOAD:
FLOOR LIVE LOAD:
ND SPEED:
SEISMIC DESIGN:
WEATHERING:
FROST LINE:
TERMITE:
• CAY:
LATER DESIGN TEMPERATURE:
• E SHIELD UNDERLAYMENT:
FLOOD HAZARD:
• R' FREEZING INDEX:
AN ANNUAL TEMPERATURE:
25 PSF
40 PSF
85 MPH
CATEGORY'D2, SIMPLIFIED ANALYSIS
MODERATE
12"
SLIGHT :TO MODERATE
SLIGHT TO MODERATE
27' DEGREES F
NOT REQUIRED
1979 FIRM
113
52 DEGREES F
CONTRACTORS SHALL VERIFY ALL' EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OR EXISTING
CONSTRUCTION SHOWN ON THE PLANS ARE INTENDED AS GUIDELINE ONLY AND MUST BE
VERIFIED.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
• S PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL
• SIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED
• FERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN
GIVEN TO LOADS THAT WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR
SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE
STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES
OF THE MATERIALS SUCH TEMPORARY BRACING AND /OR STRENGTHENING AS REQUIRED.
PART 2 - GEOTECHNICAL
FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND SHOULD THEREFORE BE VERIFIED BY A QUALIFIED INDIVIDUAL OR APPROVED
BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY
THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
A. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS
OR WALLS ABOVE.
B. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
(1) ALLOWABLE SOIL PRESSURE: 1,500 PSF
(2) LATERAL EARTH PRESSURE:
RESTRAINED = 60 PCF
UNRESTRAINED = 35 PCF
(3) COEFFICIENT OF FRICTION (FOS OF 1.5 INCLUDED): 0.3
PART 3 - RENOVATION
3.01 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING
SHALL BE SAVED WERE AND AS NOTED ON THE PLANS.
SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS
TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS
PRIOR TO CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE.
D. WERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED
INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,
UNLESS OTHERWISE NOTED ON THE PLANS.
PART 4 - CONCRETE
rnNrRF•mF RRAT.t. ,Rg MTXR.n, DPnDnPTTfNgn„ rnmvvvgn Ann ,DT.$rgn TN ArrnPo$Nrg, WT'W_
IBC SECTION 1905, 1906 AND ACI 301,INCLUDING TESTING PROCEDURES. CONCRETE SHALL
ATTAIN A
28 -DAY STRENGTH OF F'C =2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF
5' OF LESS.
A. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED
IF A CONCRETE MIX DESIGN IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING
DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING OF ANY CONCRETE. THE
CONCRETE PERFORMANCE' MIX SHALL INCLUDE THE AMOUNTS' OF CEMENT, FINE AND COARSE
AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP,
CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3.
REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT
INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR OR
SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
B. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED
WITH AN AIR - ENTRAINED AGENT CONFORMING TO ASTM C260. C494, AND C618. TOTAL AIR
CONTENT FOR FROST RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A-1
OF THE IBC.
4'.02 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT' S1) GRADE
40, FY = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE PLANS
SHALL BE GRADE 60,
FY = 60,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON THE PLANS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 (S1) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
PROCEDURES SPECIFIED IN AWS S1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO
ASTM A615, GRADE 60, FY = 60,000 PSI.
4..03 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE
WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40
BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. #5 AND SMALLER BARS SHALL BE LAPPED 40 BAR DIAMETERS OR 2' -0'.
LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT' SIDES AND ENDS.
4..04 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
A. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH, COVER'= 3'
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (A) #6 AND LARGER, COVER = 2
(B) #5 AND SMALLER, COVER = 1 -1/2'
C. SLABS AND WALLS (INTERIOR FACE) IS THE GREATER OF: (A) THE BAR DIAMETER
PLUS 1/8' (B) 3/4"
4.05 CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
A. 6" WALLS #4 8 13" HORIZ. #4 8 13" VERT. 1 CURTAIN
B. 8' WALLS #5 8 15' HORIZ. #5 8 15' VERT. 1 CURTAIN
4.06 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL
PLANS FOR SIZES AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH
CONCRETE WALLS. SEE ARCHITECTURAL PLANS FOR ALL GROOVES, NOTCHES, CHAMFERS,
FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
CONCRETE SURFACES FOR BOTH CAST -IN -PLACE AND PRECAST CONCRETE.
4.07 NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3,000 PSI MINIMUM).
PART 5 - ANCHORAGE
5.01 EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED
IN STRICT CONFORMANCE TO THE ICBO REPORT NUMBER ER 3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS
5.02 EPDXY - GROUTED ITEMS SPECIFIED ON THE PLANS SHALL, INSTALLED USING "SET'
HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. INSTALL IN
STRICT ACCORDANCE WITH ICBO REPORT ER 5279.
rOtk
�lyCE
COOS COM p��
A PPS®
SEP 2 a 20
CAty Of Tulwila
G O OI ®N
PART 6 - WOOD
CONFORMANCE WITH WWPA STANDARD GRADING RULE FOR WEST COAST'LUMBER,• NO1 17.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
A. JOISTS AND BEAMS:
2X AND 3X MEMBERS
HEM FIR NO. 2,
MINIMUM BASIC DESIGN STRENGTH, FB ='850 PSI.
4X MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,000 PSI.
R. BEAMS:.
6X AND LARGER MEMBERS
DOUGLAS FIR. NO.. 1
MINIMUM BASIC DESIGN' STRENGTH, FB = 1,350 PSI.
C. POSTS:
4X MEMBERS
DOUGLAS FIR, NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 1,300 PSI.
DOUGLAS FIR NO. 1.
MINIMUM BASIC DESIGN STRENGTH, FB'= 925 PSI.
6X ROUGH SAWN MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
D. STUDS, PLATES, AND MISC. FRAMING:
DOUGLAS FIR NO. 2 OR BETTER
THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS:+
LVL: FB = 2,600 PSI, FV = 285 PSI, E' = 1,900,000 PSI
PSL: FB = 2,900 PSI, FV = 290 PSI, E = 2,000,000 PSI
1.3E LSL: FB = 1,700 PSI, FV = 400 PSI, E - 1,300,000 PSI
1.5E LSL: FB = 2,250 PSI, FV = 400 PSI, E - 1,500,000 PSI
TOP CHORD LIVE LOAD: 25PSF'
TOP CHORD DEAD LOAD: 10 PSF
BOTTOM CHORD DEAD LOAD: 5 PSF
TOTAL LOAD: 40 PSF
RECEIVED
CITY OF'TUKVVILA
SEP 1'U 2008
PERMIT CENTER
6.02 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD
A190.1. EACH MEMBER SHALL BEAR IN AITC OR APA EWS IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC OR APA' EWS CERTIFICATE OF CONFORMANCE. ALL
SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION /24F -V4, FB = 2,400 PSI, FV =
165 PSI. ALL MULTIPLE SPAN AND CANTILEVERED BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F -V8, FB = 2,400 PSI, FV = 165 PSI. CAMBER ALL GLUE -LAM BEAMS TO
2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE'PLANS.
6:03
1'. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY'TRUS -JOIST MACMILLAN OR AN
APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRED NER "NATIONAL
EVALUATION REPORTS' EQUIVALENT TO NER-126 FOR LAMINATED :VENEER LUMBER (LVL),
NER -292 FOR PARALLEL STRAND LUMBER (PSL, OR NER =481 FOR LAMINATED STRAND'
LUMBER (LSL).
A. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST
CORPORATION. ALTERNATE MANUFACTURES MAY BE USED SUBJECT TO THE REVIEW AND
APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS
AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN TO PROVIDE THAT THEY
HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS
AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
6.04 PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER IN ACCORDANCE WITH "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED
WOOD TRUSSES, TPI -78' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS
SHOWN ON THE PLANS. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD CRITERIA:
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG NAIL OR EQUAL.
SUBMIT SHOP PLANS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE
STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF
WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS,
ETC., AS SHOWN ON THE PLANS. THE EXACT COMPOSITION AND LAYOUT OF SPECIAL HIP,
VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN
TRUSSES, ETC.), SHALL BE DETERMINED BY THE MANUFACTURE UNLESS SPECIFICALLY
INDICATED OTHERWISE ON THE PLANS.
THE MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS
CONNECTION DETAILS (INCLUDING HANGERS), AND OTHER REQUIRED CONNECTION MATERIALS.
PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING.
N
s
u
N ,
V
N
DE VISIONS
NO.
DESCRIPTION/DATE,
NEW BA i 'H /9 -9 -081
'ART, WALL/9 =9 =081
BY
KM
NH
HART RESIDENCE REMODEL
13215 40TH AVE S. SEATTLE. WA 99168
SPECIFICATIONS N 1 OF 2
SCALE
AS NOTED
BAR' IS CNE NCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY'
0
PROJECT NO.
0821
DRAWN BY
KEW
DATE
7 -23 - 08
SHEET
A5 OF
A6
GENERAL STRUCTURAL NOTES:
PART 1 - CRITERIA
AT.t. MATgRTAtc, W/ R8M8S7EWTC,, n_RCrr_w _AAm roysluanr_mrma cSAT.T. COnPO T O THE
PLANS, SPECIFICATION, INTERNATIONAL BUILDING CODE (IBC), AND RESIDENTIAL
BUILDING CODE (IRC).
DESIGN LOAD CRITERIA
ROOF SNOW LOAD:
FLOOR LIVE LOAD:
ND SPEED:
SEISMIC DESIGN:
WEATHERING:
FROST LINE:
TERMITE:
• CAY:
LATER DESIGN TEMPERATURE:
• E SHIELD UNDERLAYMENT:
FLOOD HAZARD:
• R' FREEZING INDEX:
AN ANNUAL TEMPERATURE:
25 PSF
40 PSF
85 MPH
CATEGORY'D2, SIMPLIFIED ANALYSIS
MODERATE
12"
SLIGHT :TO MODERATE
SLIGHT TO MODERATE
27' DEGREES F
NOT REQUIRED
1979 FIRM
113
52 DEGREES F
CONTRACTORS SHALL VERIFY ALL' EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OR EXISTING
CONSTRUCTION SHOWN ON THE PLANS ARE INTENDED AS GUIDELINE ONLY AND MUST BE
VERIFIED.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
• S PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL
• SIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED
• FERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN
GIVEN TO LOADS THAT WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR
SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE
STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES
OF THE MATERIALS SUCH TEMPORARY BRACING AND /OR STRENGTHENING AS REQUIRED.
PART 2 - GEOTECHNICAL
FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND SHOULD THEREFORE BE VERIFIED BY A QUALIFIED INDIVIDUAL OR APPROVED
BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY
THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
A. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS
OR WALLS ABOVE.
B. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
(1) ALLOWABLE SOIL PRESSURE: 1,500 PSF
(2) LATERAL EARTH PRESSURE:
RESTRAINED = 60 PCF
UNRESTRAINED = 35 PCF
(3) COEFFICIENT OF FRICTION (FOS OF 1.5 INCLUDED): 0.3
PART 3 - RENOVATION
3.01 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING
SHALL BE SAVED WERE AND AS NOTED ON THE PLANS.
SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS
TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS
PRIOR TO CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE.
D. WERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED
INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,
UNLESS OTHERWISE NOTED ON THE PLANS.
PART 4 - CONCRETE
rnNrRF•mF RRAT.t. ,Rg MTXR.n, DPnDnPTTfNgn„ rnmvvvgn Ann ,DT.$rgn TN ArrnPo$Nrg, WT'W_
IBC SECTION 1905, 1906 AND ACI 301,INCLUDING TESTING PROCEDURES. CONCRETE SHALL
ATTAIN A
28 -DAY STRENGTH OF F'C =2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF
5' OF LESS.
A. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED
IF A CONCRETE MIX DESIGN IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING
DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING OF ANY CONCRETE. THE
CONCRETE PERFORMANCE' MIX SHALL INCLUDE THE AMOUNTS' OF CEMENT, FINE AND COARSE
AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP,
CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3.
REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT
INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR OR
SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
B. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED
WITH AN AIR - ENTRAINED AGENT CONFORMING TO ASTM C260. C494, AND C618. TOTAL AIR
CONTENT FOR FROST RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A-1
OF THE IBC.
4'.02 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT' S1) GRADE
40, FY = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE PLANS
SHALL BE GRADE 60,
FY = 60,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON THE PLANS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 (S1) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
PROCEDURES SPECIFIED IN AWS S1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO
ASTM A615, GRADE 60, FY = 60,000 PSI.
4..03 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE
WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40
BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. #5 AND SMALLER BARS SHALL BE LAPPED 40 BAR DIAMETERS OR 2' -0'.
LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT' SIDES AND ENDS.
4..04 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
A. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH, COVER'= 3'
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (A) #6 AND LARGER, COVER = 2
(B) #5 AND SMALLER, COVER = 1 -1/2'
C. SLABS AND WALLS (INTERIOR FACE) IS THE GREATER OF: (A) THE BAR DIAMETER
PLUS 1/8' (B) 3/4"
4.05 CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
A. 6" WALLS #4 8 13" HORIZ. #4 8 13" VERT. 1 CURTAIN
B. 8' WALLS #5 8 15' HORIZ. #5 8 15' VERT. 1 CURTAIN
4.06 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL
PLANS FOR SIZES AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH
CONCRETE WALLS. SEE ARCHITECTURAL PLANS FOR ALL GROOVES, NOTCHES, CHAMFERS,
FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
CONCRETE SURFACES FOR BOTH CAST -IN -PLACE AND PRECAST CONCRETE.
4.07 NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3,000 PSI MINIMUM).
PART 5 - ANCHORAGE
5.01 EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED
IN STRICT CONFORMANCE TO THE ICBO REPORT NUMBER ER 3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS
5.02 EPDXY - GROUTED ITEMS SPECIFIED ON THE PLANS SHALL, INSTALLED USING "SET'
HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. INSTALL IN
STRICT ACCORDANCE WITH ICBO REPORT ER 5279.
rOtk
�lyCE
COOS COM p��
A PPS®
SEP 2 a 20
CAty Of Tulwila
G O OI ®N
PART 6 - WOOD
CONFORMANCE WITH WWPA STANDARD GRADING RULE FOR WEST COAST'LUMBER,• NO1 17.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
A. JOISTS AND BEAMS:
2X AND 3X MEMBERS
HEM FIR NO. 2,
MINIMUM BASIC DESIGN STRENGTH, FB ='850 PSI.
4X MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,000 PSI.
R. BEAMS:.
6X AND LARGER MEMBERS
DOUGLAS FIR. NO.. 1
MINIMUM BASIC DESIGN' STRENGTH, FB = 1,350 PSI.
C. POSTS:
4X MEMBERS
DOUGLAS FIR, NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 1,300 PSI.
DOUGLAS FIR NO. 1.
MINIMUM BASIC DESIGN STRENGTH, FB'= 925 PSI.
6X ROUGH SAWN MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
D. STUDS, PLATES, AND MISC. FRAMING:
DOUGLAS FIR NO. 2 OR BETTER
THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS:+
LVL: FB = 2,600 PSI, FV = 285 PSI, E' = 1,900,000 PSI
PSL: FB = 2,900 PSI, FV = 290 PSI, E = 2,000,000 PSI
1.3E LSL: FB = 1,700 PSI, FV = 400 PSI, E - 1,300,000 PSI
1.5E LSL: FB = 2,250 PSI, FV = 400 PSI, E - 1,500,000 PSI
TOP CHORD LIVE LOAD: 25PSF'
TOP CHORD DEAD LOAD: 10 PSF
BOTTOM CHORD DEAD LOAD: 5 PSF
TOTAL LOAD: 40 PSF
RECEIVED
CITY OF'TUKVVILA
SEP 1'U 2008
PERMIT CENTER
6.02 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD
A190.1. EACH MEMBER SHALL BEAR IN AITC OR APA EWS IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC OR APA' EWS CERTIFICATE OF CONFORMANCE. ALL
SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION /24F -V4, FB = 2,400 PSI, FV =
165 PSI. ALL MULTIPLE SPAN AND CANTILEVERED BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F -V8, FB = 2,400 PSI, FV = 165 PSI. CAMBER ALL GLUE -LAM BEAMS TO
2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE'PLANS.
6:03
1'. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY'TRUS -JOIST MACMILLAN OR AN
APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRED NER "NATIONAL
EVALUATION REPORTS' EQUIVALENT TO NER-126 FOR LAMINATED :VENEER LUMBER (LVL),
NER -292 FOR PARALLEL STRAND LUMBER (PSL, OR NER =481 FOR LAMINATED STRAND'
LUMBER (LSL).
A. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST
CORPORATION. ALTERNATE MANUFACTURES MAY BE USED SUBJECT TO THE REVIEW AND
APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS
AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN TO PROVIDE THAT THEY
HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS
AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
6.04 PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER IN ACCORDANCE WITH "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED
WOOD TRUSSES, TPI -78' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS
SHOWN ON THE PLANS. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD CRITERIA:
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG NAIL OR EQUAL.
SUBMIT SHOP PLANS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE
STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF
WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS,
ETC., AS SHOWN ON THE PLANS. THE EXACT COMPOSITION AND LAYOUT OF SPECIAL HIP,
VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN
TRUSSES, ETC.), SHALL BE DETERMINED BY THE MANUFACTURE UNLESS SPECIFICALLY
INDICATED OTHERWISE ON THE PLANS.
THE MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS
CONNECTION DETAILS (INCLUDING HANGERS), AND OTHER REQUIRED CONNECTION MATERIALS.
PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING.
N
s
u
N ,
V
N
DE VISIONS
NO.
DESCRIPTION/DATE,
NEW BA i 'H /9 -9 -081
'ART, WALL/9 =9 =081
BY
KM
NH
• PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE PER IBC SECTION 2303.2.3.
ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX
• ! BE USED IN LIEU OF PLYWOOD.
A.
B.
C.
D.
ROOF SHEATHING SHALL BE 5/8' (NOMINAL) WITH SPAN RATING 32/16.
WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0.
FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
• ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESERVATIVE-TREATED WITH AN APPROVED PRESERVATIVE OR TWO LAYERS OF ASPHALT
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE
OR MASONRY.
• TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE' BY
SIMPSON STRONG TIE COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2003.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
ICHO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
• (VIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE
NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
ASTM A307. APPROVED WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG
SCREWS BEARING ON WOOD SHALL BE USED. UNLESS OTHERWISE NOTED, ALL NAILS SHALL
BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME
GRADE (MINIMUM) AS MEMBERS AND JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE
CONNECTED TO FLUSH BEAMS WITH
MTT SERIES JOIST HANGERS.
• GOOD FASTENERS
A. NAIL SIZES SPECIFIED ON PLANS ARE BASED ON THE FOLLOWING SPECIFICATIONS.
6D 2" 0.113'
8D 2 -1/2' 0.131
10D 3' 0.148'
12D 3-1/4" 0.148"
16D BOX 3-1/2" 0.135"
B. IF CONTRACTOR PROPOSES THE USE OF ALTERNATED NAILS, THEY SHALL SUBMIT NAIL
SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW
AND APPROVAL.
C. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
• WOOD FRAMING NOTES
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE IBC.
MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF
THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL
AND ARCHITECTURAL PLANS. PROVIDE WASHERS UNDER THE HEADS AND SCREWS OF ALL
BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG ROTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE OF 60 TO 70 PERCENT OF THE
SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALL LAG SCREWS.
B. WALL FRAMING: REFER TO ARCHITECTURAL PLANS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16' ON- CENTER (0.C.), UNLESS NOTED OTHERWISE (UNO).
TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE
OF ALL OPENINGS AND AT BEAM OF HEADER BEARING LOCATIONS. TWO 2X8 HEADERS
SHALL BE PROVIDED OVER ALL OPENINGS, UNO. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT.
UNLESS NOTED OTHERWISE IN THE PLANS AND /OR IN THE SHEAR WALL SCHEDULE, THE
FOLLOWING SHALL BE PROVIDED AS A MINIMUM:
(1) ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.
END NAIL TO PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END
NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16D 8 12" O.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE
SIX 16D NAILS 0 4' -0" EACH SIDE OF JOINT.
(2) ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WIT 16D NAILS 8 12' O.C., AND STAGGERED OR BOLTED TO
CONCRETE OR MASONRY WITH 5/8' DIAMETER ANCHOR BOLTS (MINIMUM 7' EMBEDMENT)
AT 4' -0" O.C., UNO. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED
TO EACH OTHER WITH 16D 8 12' O.C. STAGGERED. UNO, PROVIDE GYPSUM WALL
BOARD (GWB) ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM
PLATES, AND BLOCKING WITH NAILS 8 7' O.C. USE 5D COOLER NAILS AT 1/2'
GWB AND 6D COOLER NAILS 8 5/8' GWB. PROVIDE 1/2" (NOMINAL) APA RATED
SHEATHING (SPAN RATING 24/0) AT EXTERIOR SURFACES NAILED TO ALL PANEL
EDGES (BLOCK UNSUPPORTED EDGES), AND TO BOTTOM PLATES WITH NAILS 8 6"
0.C. AND TO ALL INTERMEDIATE SUDS AND BLOCKING WITH NAILS 8 12" 0.C.
ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS.
FT.(7(7R ANt) R(7fR FRAMTN(:, PR!)VT77R TN)t1RTR JOTATR TR1Tt)RR ArT. PARAT.T.RT. PARTTTT/1NR
THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.
TOENAIL JOIST TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH
READERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES
ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D 8 12' 0.C. STAGGERED.
(1) UNO ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP
WITH GRAIN PERPENDICULAR TO SUPPORTS AND SHOWN ON PLANS AND 8 12' 0.C. TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
SHEATHING EDGES SHALL HAVE APPROVED TONG 6 GROOVE (T&G) JOINTS OR SHALL
BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES
AND AT ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCK TO SUPPORTS WITH
16D NAILS 8 12' O.C., UNO.
RS C O MP LIANCE
CODE
APPROVED
S EP 2 a 2008
City Of rut lia
DIVISION
RECEIVED„
CITY OF TU LA
SEP 1 0 2008
PERMIT CENTER
REVISIONS
NO.
DESCRIP'1ON/DATE
NEW BATH /9 -9 -08
PART. WALL/9 -9- 28
BY
IK H
KN
5hucda ad CM Enpra►q 5clklra
420 22810 Awnua N.E.
Smmmordah, WA 98014
(425) 522-4150
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATR£, WA 98168
SPECIFICATIONS N 2 OF 2
SCALE
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0' 1"
PROJECT NO. 0821
DRAWN BY ASH
DATE 7 -23 -08
SHEET
A6 OF A6
• PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE PER IBC SECTION 2303.2.3.
ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX
• ! BE USED IN LIEU OF PLYWOOD.
A.
B.
C.
D.
ROOF SHEATHING SHALL BE 5/8' (NOMINAL) WITH SPAN RATING 32/16.
WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0.
FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
• ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESERVATIVE-TREATED WITH AN APPROVED PRESERVATIVE OR TWO LAYERS OF ASPHALT
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE
OR MASONRY.
• TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE' BY
SIMPSON STRONG TIE COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2003.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
ICHO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
• (VIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE
NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
ASTM A307. APPROVED WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG
SCREWS BEARING ON WOOD SHALL BE USED. UNLESS OTHERWISE NOTED, ALL NAILS SHALL
BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME
GRADE (MINIMUM) AS MEMBERS AND JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE
CONNECTED TO FLUSH BEAMS WITH
MTT SERIES JOIST HANGERS.
• GOOD FASTENERS
A. NAIL SIZES SPECIFIED ON PLANS ARE BASED ON THE FOLLOWING SPECIFICATIONS.
6D 2" 0.113'
8D 2 -1/2' 0.131
10D 3' 0.148'
12D 3-1/4" 0.148"
16D BOX 3-1/2" 0.135"
B. IF CONTRACTOR PROPOSES THE USE OF ALTERNATED NAILS, THEY SHALL SUBMIT NAIL
SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW
AND APPROVAL.
C. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
• WOOD FRAMING NOTES
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE IBC.
MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF
THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL
AND ARCHITECTURAL PLANS. PROVIDE WASHERS UNDER THE HEADS AND SCREWS OF ALL
BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG ROTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE OF 60 TO 70 PERCENT OF THE
SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALL LAG SCREWS.
B. WALL FRAMING: REFER TO ARCHITECTURAL PLANS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16' ON- CENTER (0.C.), UNLESS NOTED OTHERWISE (UNO).
TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE
OF ALL OPENINGS AND AT BEAM OF HEADER BEARING LOCATIONS. TWO 2X8 HEADERS
SHALL BE PROVIDED OVER ALL OPENINGS, UNO. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT.
UNLESS NOTED OTHERWISE IN THE PLANS AND /OR IN THE SHEAR WALL SCHEDULE, THE
FOLLOWING SHALL BE PROVIDED AS A MINIMUM:
(1) ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.
END NAIL TO PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END
NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16D 8 12" O.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE
SIX 16D NAILS 0 4' -0" EACH SIDE OF JOINT.
(2) ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WIT 16D NAILS 8 12' O.C., AND STAGGERED OR BOLTED TO
CONCRETE OR MASONRY WITH 5/8' DIAMETER ANCHOR BOLTS (MINIMUM 7' EMBEDMENT)
AT 4' -0" O.C., UNO. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED
TO EACH OTHER WITH 16D 8 12' O.C. STAGGERED. UNO, PROVIDE GYPSUM WALL
BOARD (GWB) ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM
PLATES, AND BLOCKING WITH NAILS 8 7' O.C. USE 5D COOLER NAILS AT 1/2'
GWB AND 6D COOLER NAILS 8 5/8' GWB. PROVIDE 1/2" (NOMINAL) APA RATED
SHEATHING (SPAN RATING 24/0) AT EXTERIOR SURFACES NAILED TO ALL PANEL
EDGES (BLOCK UNSUPPORTED EDGES), AND TO BOTTOM PLATES WITH NAILS 8 6"
0.C. AND TO ALL INTERMEDIATE SUDS AND BLOCKING WITH NAILS 8 12" 0.C.
ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS.
FT.(7(7R ANt) R(7fR FRAMTN(:, PR!)VT77R TN)t1RTR JOTATR TR1Tt)RR ArT. PARAT.T.RT. PARTTTT/1NR
THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.
TOENAIL JOIST TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH
READERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES
ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D 8 12' 0.C. STAGGERED.
(1) UNO ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP
WITH GRAIN PERPENDICULAR TO SUPPORTS AND SHOWN ON PLANS AND 8 12' 0.C. TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
SHEATHING EDGES SHALL HAVE APPROVED TONG 6 GROOVE (T&G) JOINTS OR SHALL
BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES
AND AT ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCK TO SUPPORTS WITH
16D NAILS 8 12' O.C., UNO.
RS C O MP LIANCE
CODE
APPROVED
S EP 2 a 2008
City Of rut lia
DIVISION
RECEIVED„
CITY OF TU LA
SEP 1 0 2008
PERMIT CENTER
REVISIONS
NO.
DESCRIP'1ON/DATE
NEW BATH /9 -9 -08
PART. WALL/9 -9- 28
BY
IK H
KN
PLAN SHEET INDEX
Srmchi6 ad CM trghxrrq 5clutats
420272M Avenue N F
DESCRIPTION
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATTLE, WA 98188
EXISTING & PROPOSED LAYOUT PLAN
SCALE
AS NOTED
A2
BAR IS ONE INCH ON
ORIGINAL CRAVING
ADJUST SrAI ES
ACCORDINGLY
0'
1
PROJECT NO.
0821
DRAWN BY
KBH
DATE
7 -23-08
SHEET
Al OF
A6
PLAN SHEET INDEX
SHEET
DESCRIPTION
Al
COVER d SITE PLAN
A2
EX /SANG & PROPOSED LAYOUT PLANS
A3
EXISTING & PROPOSED ELEVA DONS
A4
DETAILS
A5
SPECIFlCAlIONS - 1 OF 2
A6
SPEC/RCA DONS - 2 OF 2
FARATE PERMIT
QUIRED FOR:
• Iiirpechanical
Iffi EIectdcal
Wplumbing
arGas Piping
City of 'Tukwila
BUILDING DIVISION
EXIST. PROPERTY LINE
I/ICINI TY MAP
(SCALE : N7S)
No changes shall b
be made to the sco pe
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees
EXIST. PROPERTY LINE
RESIDENTIAL SINGLE FAMILY USE PROPERTY
13215 40TH AVE S., TUKWILA. WA 98168
APPROX. 372'
EXIST. HOME (TO REMAIN)
APPROX. 225' SETBACK
- ROOF O.H.
APPROX. 369'
SITE PLAN
(SCALE : 1" =202
• •D,
NEW 1'
X /ST. ENTRY STEPS (TO REMAIN)
EXIST
PARKING
L _ _
L -
a.
FILE COPY
Permit No., 1206°S
Pier review approval Is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordnance. Receipt
of approved wd Reid Copy and • _ is acknovAedgcd:
OUTLINE OF EXIST. HOME (TO BE MODlf1ED)
APPROX. 97' SETBACK
EXIST WALKWAY (TO REMAIN)
EXIST. DRIVEWAY (TO REMAIN)
Date:, 2 1 ( 4lar
City of Tukwila
BUILDING DIV
AP
APPROX. LOCADON OF DOSING FIRE HYDRANT (
a
APf
SIQN
ROX.
2'
0 REM IN)
ROX.
2 '
CONTACT INFORMATION.:
OWNER:: MADOLIN F HART
13215 407H AVE S
TUKWILA WA 98168
PROJECT DESCRIP110N
EXISTING HOME HAS RECEIVED WATER DAMAGE INSIDE THE EX /SANG
WALLS.
THE PROPOSED PROJECT IS TO REPLACE ALL OF THE EXTERIOR WALLS
AND REPLACE 14177-/ NEW WALLS. THE CURRENT ROOF HAS AN
OVERHANG OF ZERO FEET AND WILL BE MODIFIED TO 1 FOOT OVERHANG.
THE ROOF WILL BE REPLACED WITH NEW SHEATHING.
A PORTION OF THE HOME AS A MISSING PORTION OF THE PERIMETER
FOUNDATION THAT WILL BE FORMED WITH A NEW FOUNDATION.
A NEW DOOR AND ENTRY DECK WILL BE ADDED ON THE WEST SIDE OF
THE HOME.
EX /SDNG SITE PLAN; BASED ON KING COUNTY /MAP G/S INFORMATION
TAX PARCEL• # 7340600900
LEGAL DESCRIPTION•
RIVERSIDE INTERURBAN TRS N 1/2 OF S 1/2 LESS CO RD
AREA OF LOT: 40,485 S.F.
EXCAVATION VOLUME: = 1.5 C. Y. (FOR NEW ADDED FOOTING)
EXISTING & PROPOSED BUILDING INFORMA DON:
TOTAL LIVING AREA OF EXIS77NG HOME: 1,160 SF
TOTAL LIVING AF ILK HOME REMODEL. 1,160 SF.
GENERAL NOTES ::
1.
DIMENSIONS ARE TO FACE OF EXTERIOR STUD & FACE OF CONCRETE
2. CAUTION DUE TO THE POTENTIAL FOR DISTORTION OF PAPER COP /ES
MADE OF THE ORIGINAL DRAWINGS MADE BY VARIOUS MACHINES &
METHODS YOU ARE STRONGLY ADVISED
'NOT TO SCALE THE DRAWINGS"
USE WRITTEN DIMENSIONS ONLY
3 PRIOR TO CONSTRUCTION, VERIFY ALL DIVING COND /DONS NOTIFY
7HE OWNER OF ANY DISCREPANCIES
008* 38'i
Kt!litNVtU ruk
CODE COMPLIANCE
A''P :I! VED
JUL 31 20(98
Of Of Tukwila
BUILDING DIVISION
RECEIVEr
JUL 2 4 2008
PERMIT CENTEr
REVISIONS
N0.
DESCRIP11ON/DATE
BY
APPROX 108'
4' -0
r — 1
2ax 3a
BEDROOM
7a
1 7' -6"
8'-8
CONCRETE FOOTING
BETWEEN EXIST WALLS
& BOT. ELEVATIONS
LAUNDRY
STORAGE
31x41
cs f h
J I k
,°
( 2ax3a
L
6' -8"
BEDROOM
KITCHEN
11'
(NEW 1' -0" O.H.
FOUNDATION PLAN
(SCALE :
4a x 4a
J
8 " -0"
EXISTING & PROPOSED PLAN
(SCALE : 4''=1'-0 ")
.
NOTE:
CONTRACTOR SHALL VERIFY CRAWL SPACE
VENTILATION THAT PROPER CROSS VENTILATION
IS AVAILABLE OR PROVIDE 1 SQUARE FOOT OF ' •"
VEN77LA 770N FOR EACH 150 SQUARE FEET OF
UNDER —FLOOR SPACE AREA.
LIVING ROOM
Q Y 41
BEDROOM
4ax5a
k
1
J
11' -0
SEE PIER BLOCK &
CONNECTION DETAIL
ON SHT A4 (1W.)
EXIST. & FINAL
GROUND LINE
2x8 FACIA
AROUND OUTSIDE
(rm.)
C 4x6 PTL SUPPORT BEAMS (TYP.)
6' -0"
(2x4 PTL DECKING)
"
(SCALE : 3 /s " =1' - 0 )
4x6 PTL BEAMS OVER
EACH COLUMN (TYP.)
DECK FRAMING ELEVA TION
(SCALE : -
EXTEND TO MATCH TO
EXIST. GRADE (APPROX. 4)
2x8 PTL MIN.
STAIR STRINGE
(DP.)
4x4 PTL SUPPORT
COLUMN (7W.)
(TYP.)
JUL 31 2008
EXT. WALL OF HOME (TYP.)
2x8 STEP STRINGER BEAM (7w.)
Ktvttwtu
CODE COMPLIANCE
DECK FRAMING PLAN APPROVED
CONCRETE LANDING
(SEE FOUNDATION
PLAN)
City Of Tukwila G
BUILDING DIVISIO
JUL c4
P RMI uciv
B
J
REVISIONS
NO.
DESCRIPTION /DATE
BY
4'x4" CONCRETE
4"x4' CONCRETE
5trulaal ad CAI Nearing 5cliars
420 272nd Avenue N.E.
Senenenden, WA 88074
(425)5224150
HART RESIDENCE REMODEL
13215 40TH AVE S. SEATTLE, WA 98168
EXISTING & PROPOSED LAYOUT PLAN
SCALE
AS NCTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0• I•
PROJECT NO. 0821
DRAWN BY RBH
DATE 7 -23 -08
SHEET
A2 of AS
4' -0
r — 1
2ax 3a
BEDROOM
7a
1 7' -6"
8'-8
CONCRETE FOOTING
BETWEEN EXIST WALLS
& BOT. ELEVATIONS
LAUNDRY
STORAGE
31x41
cs f h
J I k
,°
( 2ax3a
L
6' -8"
BEDROOM
KITCHEN
11'
(NEW 1' -0" O.H.
FOUNDATION PLAN
(SCALE :
4a x 4a
J
8 " -0"
EXISTING & PROPOSED PLAN
(SCALE : 4''=1'-0 ")
.
NOTE:
CONTRACTOR SHALL VERIFY CRAWL SPACE
VENTILATION THAT PROPER CROSS VENTILATION
IS AVAILABLE OR PROVIDE 1 SQUARE FOOT OF ' •"
VEN77LA 770N FOR EACH 150 SQUARE FEET OF
UNDER —FLOOR SPACE AREA.
LIVING ROOM
Q Y 41
BEDROOM
4ax5a
k
1
J
11' -0
SEE PIER BLOCK &
CONNECTION DETAIL
ON SHT A4 (1W.)
EXIST. & FINAL
GROUND LINE
2x8 FACIA
AROUND OUTSIDE
(rm.)
C 4x6 PTL SUPPORT BEAMS (TYP.)
6' -0"
(2x4 PTL DECKING)
"
(SCALE : 3 /s " =1' - 0 )
4x6 PTL BEAMS OVER
EACH COLUMN (TYP.)
DECK FRAMING ELEVA TION
(SCALE : -
EXTEND TO MATCH TO
EXIST. GRADE (APPROX. 4)
2x8 PTL MIN.
STAIR STRINGE
(DP.)
4x4 PTL SUPPORT
COLUMN (7W.)
(TYP.)
JUL 31 2008
EXT. WALL OF HOME (TYP.)
2x8 STEP STRINGER BEAM (7w.)
Ktvttwtu
CODE COMPLIANCE
DECK FRAMING PLAN APPROVED
CONCRETE LANDING
(SEE FOUNDATION
PLAN)
City Of Tukwila G
BUILDING DIVISIO
JUL c4
P RMI uciv
B
J
REVISIONS
NO.
DESCRIPTION /DATE
BY
4'x4" CONCRETE
4"x4' CONCRETE
REVISIONS
NO.
DESCRIPTION/DATE
BY
GRADE FINAL
NEW PT WOOD
25' -3"
SIDE N WEST SIDE ELEVA TION
(SCALE : %4 " =1' -O)
12
- 15 (nP.)
DECK (6' -0 )
36' -8"
12
5 (TYP)
FINISH FLOOR
NEW SIDE ACCESS
STEPS TO 4'x4'
CONCRETE LANDING
REAR N NORTH SIDE ELEVA TION
(SCALE : %4 ° =1' - 0
EXIST. &
FINAL GRADE
NEW 8 " -8"
CONCRETE FOUNDATION
FINISH FLOOR
EXIST FRON
ACCESS STEPS
48' -1Y
FRONT N SOUTH SIDE ELEVA TION
(SCALE : Y4"=1'-0
24' -O"
12
5 (TYP.)
10' -11%
SIDE N EAST SIDE ELEVA TION
(SCALE : 1 /4"=1"-0 ° )
FINISH FLOOR
EXIST. FRONT
ACCESS STEPS
FINISH FLOOR
7 - FINISH FLOOR
RECEA
jUL 2 4 Z0'
PERMIT CENT t
N
i
a
U u
U
StnidarA ad CM Eaiiralq %AIMS
420 222 dAvawe N.E.
Smmmindsh, WA 98
(425) 522-4150
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATTLE, WA 98168
EXISTING & PROPOSED ELEVATIONS
SCA,E
AS NOTED
BAR IS GIVE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
O" 1"
PROJECT NO. 0821
DRAWN BY KBH
DATE 7 -2J -08
SHEET
A3 of A6
REVISIONS
NO.
DESCRIPTION/DATE
BY
GRADE FINAL
NEW PT WOOD
25' -3"
SIDE N WEST SIDE ELEVA TION
(SCALE : %4 " =1' -O)
12
- 15 (nP.)
DECK (6' -0 )
36' -8"
12
5 (TYP)
FINISH FLOOR
NEW SIDE ACCESS
STEPS TO 4'x4'
CONCRETE LANDING
REAR N NORTH SIDE ELEVA TION
(SCALE : %4 ° =1' - 0
EXIST. &
FINAL GRADE
NEW 8 " -8"
CONCRETE FOUNDATION
FINISH FLOOR
EXIST FRON
ACCESS STEPS
48' -1Y
FRONT N SOUTH SIDE ELEVA TION
(SCALE : Y4"=1'-0
24' -O"
12
5 (TYP.)
10' -11%
SIDE N EAST SIDE ELEVA TION
(SCALE : 1 /4"=1"-0 ° )
FINISH FLOOR
EXIST. FRONT
ACCESS STEPS
FINISH FLOOR
7 - FINISH FLOOR
RECEA
jUL 2 4 Z0'
PERMIT CENT t
N
i
a
U u
U
FLOOR
VENT ROOF AT RIDGE
ROOF/ CEILING
12
r " - --. — .11 — ` 41 1111g jl
MATCH OR PROVIDE 3/4" APA RATED PLYWOOD FLOOR
SISTER OR MATCH TO EXISTING FLOOR JOISTS BACK TO NEAREST SUPPORT
FACED BAIT INSULATION
MATCH TO OR PROVIDE
PRES. TREATED 2x6
PLATE w/ 1/2" DIAM.
ANCHOR BOLTS
TYPICAL WALL SECTION
(SCALE: J/4 " =1 " -0)
COMPOSITION SHINGLE ROORNG
.50, Rini RINI; PAPFR
S /e" APA RATED PLYWOOD SHEATHING (8d x 2" 0 6" O.C. MAX.)
SISTER EXISTING ROOF JOISTS TO MATCH EXISTING
R -38 KRAFT FACED BAIT INSULATION TO MATCH EXISTING
%2" GWB TO MATCH EXISTING
•
NEW 1' -0" O.H.
4" METAL GLITTER
FASCIA CEDAR
* WALL
WOOD T -111 SIDING
60 MIN. GRADE D" BUILDING PAPER
46 SHEATHING (8d x 2" 0 6' 0.C. MAX.)
2x6 0 16" O.C. MAX.
R -21 FACED BAIT INSULATION
1/2" TYPE 'X' GWB
* NOTE: PROVIDE INSUL DOORS WITH
U =.067 AND GLASS IN VINYL
FRAME WINDOWS WITH U =.35
(WHERE SHOWN)
EXIST & FINISH GRADE
MATCH TO OR PROVIDE:
— 4" DIAM. PERF. FOOTING DRAIN
(CONNECT TO EXIST)
NEW FOUNDA TION DETAIL
(SCALE : J /4" =C - 0
DECK FOUNDA TION FRAMING DETAIL
(SCALE : J /4 " = /' -0)
KEy1t FUk
CODE COMPLIANCE
APPROV
JUL 3.1 22
City Of Tukwila
BUILDING DIVISIO
RECEIVE r
JUL 242008
PERMIT CENTEI
RE ON S
NO.
DESCRIPTION /DATE
BY
I 3'N Bn JAW WMOn
AC I
HART RESIDENCE REMODEL
13215 40TH AVE S, SEATTLE, WA 98168
DETAILS
SCALE
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0'
1"
PROJECT N0.
0821
DRAWN BY
<811
DATE
7 -23 -08
SHEET
A 4 DE
A6
AA
FLOOR
VENT ROOF AT RIDGE
ROOF/ CEILING
12
r " - --. — .11 — ` 41 1111g jl
MATCH OR PROVIDE 3/4" APA RATED PLYWOOD FLOOR
SISTER OR MATCH TO EXISTING FLOOR JOISTS BACK TO NEAREST SUPPORT
FACED BAIT INSULATION
MATCH TO OR PROVIDE
PRES. TREATED 2x6
PLATE w/ 1/2" DIAM.
ANCHOR BOLTS
TYPICAL WALL SECTION
(SCALE: J/4 " =1 " -0)
COMPOSITION SHINGLE ROORNG
.50, Rini RINI; PAPFR
S /e" APA RATED PLYWOOD SHEATHING (8d x 2" 0 6" O.C. MAX.)
SISTER EXISTING ROOF JOISTS TO MATCH EXISTING
R -38 KRAFT FACED BAIT INSULATION TO MATCH EXISTING
%2" GWB TO MATCH EXISTING
•
NEW 1' -0" O.H.
4" METAL GLITTER
FASCIA CEDAR
* WALL
WOOD T -111 SIDING
60 MIN. GRADE D" BUILDING PAPER
46 SHEATHING (8d x 2" 0 6' 0.C. MAX.)
2x6 0 16" O.C. MAX.
R -21 FACED BAIT INSULATION
1/2" TYPE 'X' GWB
* NOTE: PROVIDE INSUL DOORS WITH
U =.067 AND GLASS IN VINYL
FRAME WINDOWS WITH U =.35
(WHERE SHOWN)
EXIST & FINISH GRADE
MATCH TO OR PROVIDE:
— 4" DIAM. PERF. FOOTING DRAIN
(CONNECT TO EXIST)
NEW FOUNDA TION DETAIL
(SCALE : J /4" =C - 0
DECK FOUNDA TION FRAMING DETAIL
(SCALE : J /4 " = /' -0)
KEy1t FUk
CODE COMPLIANCE
APPROV
JUL 3.1 22
City Of Tukwila
BUILDING DIVISIO
RECEIVE r
JUL 242008
PERMIT CENTEI
RE ON S
NO.
DESCRIPTION /DATE
BY
GENERAL STRUCTURAL NOTES:
PART 1 - CRITERIA
ALL MAAAf1RLJ, /YVAAAAYJAIC, ✓GJ1VA AAA, VVAJ1f4/I.lIV11 annAJJJ . te "'Al T
PLANS, SPECIFICATION, INTERNATIONAL BUILDING CODE (IBC), AND RESIDENTIAL
BUILDING CODE (IRC).
DESIGN LOAD CRITERIA
• )F SNOW LOAD:
• )OR LIVE LOAD:
• VD SPEED:
SEISMIC DESIGN:
WEATHERING:
• )ST LINE:
TERMITE:
• :AY:
• 'TER DESIGN TEMPERATURE:
• i SHIELD UNDERLAYMENT:
• )OD HAZARD:
• 4 FREEZING INDEX:
• 9N ANNUAL TEMPERATURE:
25 PSF
40 PSF
85 MPH
CATEGORY D2, SIMPLIFIED ANALYSIS
MODERATE
12'
SLIGHT TO MODERATE
SLIGHT TO MODERATE
27 DEGREES F
NOT REQUIRED
1979 FIRM
113
52 DEGREES F
CONTRACTORS SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OR EXISTING
CONSTRUCTION SHOWN ON THE PLANS ARE INTENDED AS GUIDELINE ONLY AND MUST BE
VERIFIED.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
THE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL
DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED
LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN
' EN TO LOADS THAT WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR
SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE
STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES
OF THE MATERIALS SUCH TEMPORARY BRACING AND /OR STRENGTHENING AS REQUIRED.
PART 2 - GEOTECHNICAL
FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND SHOULD THEREFORE BE VERIFIED BY A QUALIFIED INDIVIDUAL OR APPROVED
BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY
THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
A. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS
OR WALLS ABOVE.
B. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
(1) ALLOWABLE SOIL PRESSURE: 1,500 PSF
(2) LATERAL EARTH PRESSURE:
RESTRAINED = 60 PCF
UNRESTRAINED = 35 PCF
(3) COEFFICIENT OF FRICTION (FOS OF 1.5 INCLUDED): 0.3
PART 3 - RENOVATION
3.01 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING
SHALL BE SAVED WERE AND AS NOTED ON THE PLANS.
SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS
TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS
PRIOR TO CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE.
D. WERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED
INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,
UNLESS OTHERWISE NOTED ON THE PLANS.
PART 4 - CONCRETE
A nl rnfrroom( cDnr.T. vD MrVCD DPnonOTTrnyon rnATVEyrn Bun oTarrn TN nrrnanAWr4: WTTN
IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL
ATTAIN A
28 -DAY STRENGTH OF F'C =2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF
5° OF LESS.
A. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED
IF A CONCRETE MIX DESIGN IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING
DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING OF ANY CONCRETE. THE
CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP,
CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3.
REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT
INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR OR
SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
B. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED
WITH AN AIR - ENTRAINED AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR
CONTENT FOR FROST RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1
OF THE IBC.
4.02 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1) GRADE
40, FY = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE PLANS
SHALL BE GRADE 60,
FY = 60,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON THE PLANS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 (Si) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
PROCEDURES SPECIFIED IN AWS S1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO
ASTM A615, GRADE 60, FY = 60, 000 PSI.
4.03 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE
WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40
BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. #5 AND SMALLER BARS SHALL BE LAPPED 40 BAR DIAMETERS OR 2' -0'.
LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS.
4.04 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
A. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH, COVER = 3'
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (A) #6 AND LARGER, COVER = 2
(B) #5 AND SMALLER, COVER = 1 -1/2'
C. SLABS AND WALLS (INTERIOR FACE) IS THE GREATER OF: (A) THE BAR DIAMETER
PLUS 1/8' (B) 3/4'
4.05 CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
A. 6' WALLS #4 8 13' HORIZ. #4 8 13' VERT. 1 CURTAIN
B. 8' WALLS #5 8 15' HORIE. #5 8 15' VERT. 1 CURTAIN
4.06 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL
PLANS FOR SIZES AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH
CONCRETE WALLS. SEE ARCHITECTURAL PLANS FOR ALL GROOVES, NOTCHES, CHAMFERS,
FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
CONCRETE SURFACES FOR BOTH CAST -IN -PLACE AND PRECAST CONCRETE.
4.07 NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3,000 PSI MINIMUM).
PART 5 - ANCHORAGE
5.01 EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED
IN STRICT CONFORMANCE TO THE ICBO REPORT NUMBER ER 3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS
5.02 EPDXY- GROUTED ITEMS SPECIFIED ON THE PLANS SHALL BE INSTALLED USING "SET
HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. INSTALL IN
STRICT ACCORDANCE WITH ICBO REPORT ER 5279.
RtVttwtu I
CODE COMPLIANCE
A PROVED
JUL 1 2009
City Of Tukwila
BUILDING DIVISION
PART 6 - WOOD
5.01 FRAN:INC LOATER EMLL 2E AILS DRIED OR O -10 AND GRADEGRADED AND AND NARKED IN
CONFORMANCE WITH WWPA STANDARD GRADING RULE FOR WEST COAST LUMBER, NO. 17.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
A. JOISTS AND BEAMS:
2X AND 3X MEMBERS
HEM FIR NO. 2,
MINIMUM BASIC DESIGN STRENGTH, FB = 850 PSI.
4X MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,000 PSI.
B. BEAMS:
6X AND LARGER MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,350 PSI.
C. POSTS:
4X MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 1,300 PSI.
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
6X ROUGH SAWN MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
D. STUDS, PLATES, AND MISC. FRAMING:
DOUGLAS FIR NO. 2 OR BETTER
6.02 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD
A190.1. EACH MEMBER SHALL BEAR IN AITC OR APA EWE IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC OR APA EWE CERTIFICATE OF CONFORMANCE. ALL
SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, FB = 2,400 PSI, FV =
165 PSI. ALL MULTIPLE SPAN AND CANTILEVERED BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F -V8, FB = 2,400 PSI, FV = 165 PSI. CAMBER ALL GLUE -LAM BEAMS TO
2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
6.03
I. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS -JOIST MACMILLAN OR AN
APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRED NER "NATIONAL
EVALUATION REPORTS' EQUIVALENT TO NER -126 FOR LAMINATED VENEER LUMBER (LVL),
NER -292 FOR PARALLEL STRAND LUMBER (PSL, OR NER -481 FOR LAMINATED STRAND
LUMBER (LSL).
THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS:
LVL: FB - 2,600 PSI,
PSL: FB = 2,900 PSI,
1.3E LSL: FB = 1,700 PSI,
1.5E LSL: FB - 2,250 PSI,
TOP CHORD LIVE LOAD: 25 PSF
TOP CHORD DEAD LOAD: 10 PSF
BOTTOM CHORD DEAD LOAD: 5 PST
TOTAL LOAD: 40 PSF
FV = 285 PSI, E = 1,900,000 PSI
FV = 290 PSI, E = 2,000,000 PSI
FV = 400 PSI, E = 1,300,000 PSI
FV = 400 PSI, E = 1,500,000 PSI
A. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUE -JOIST
CORPORATION. ALTERNATE MANUFACTURES MAY BE USED SUBJECT TO THE REVIEW AND
APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST BANGERS
AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN TO PROVIDE THAT THEY
HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS
AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
6.04 PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER IN ACCORDANCE WITH "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED
WOOD TRUSSES, TPI -78' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS
SHOWN ON THE PLANS. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD CRITERIA:
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG NAIL OR EQUAL.
SUBMIT SHOP PLANS AND DESIGN CALCULATIONS TO TEE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE
STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF
WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS,
ETC., AS SHOWN ON THE PLANS. THE EXACT COMPOSITION AND LAYOUT OF SPECIAL HIP,
VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN
TRUSSES, ETC.), SHALL BE DETERMINED BY THE MANUFACTURE UNLESS SPECIFICALLY
INDICATED OTHERWISE ON TILE PLANS.
THE MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS
CONNECTION DETAILS (INCLUDING HANGERS), AND OTHER REQUIRED CONNECTION MATERIALS.
PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING.
RECEIVED '
JUL 2 4 2008
PERMIT CENTS
•
■
■
DESCRI
A
o I
x
J
f
5h:4J ad CM Ercgratq 5dhtes
420276 d Avenue N.E.
HART RESIDENCE REMODEL
13215 40TH AVE 5, SEATTLE, WA 98168
SPECIFICATIONS N 1 OF 2
SCALE:
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0
1'
PROJECT NO
0821
DRAWN BY
RBM
DATE
T -23 -08
SHEET
A5 OF
A6
GENERAL STRUCTURAL NOTES:
PART 1 - CRITERIA
ALL MAAAf1RLJ, /YVAAAAYJAIC, ✓GJ1VA AAA, VVAJ1f4/I.lIV11 annAJJJ . te "'Al T
PLANS, SPECIFICATION, INTERNATIONAL BUILDING CODE (IBC), AND RESIDENTIAL
BUILDING CODE (IRC).
DESIGN LOAD CRITERIA
• )F SNOW LOAD:
• )OR LIVE LOAD:
• VD SPEED:
SEISMIC DESIGN:
WEATHERING:
• )ST LINE:
TERMITE:
• :AY:
• 'TER DESIGN TEMPERATURE:
• i SHIELD UNDERLAYMENT:
• )OD HAZARD:
• 4 FREEZING INDEX:
• 9N ANNUAL TEMPERATURE:
25 PSF
40 PSF
85 MPH
CATEGORY D2, SIMPLIFIED ANALYSIS
MODERATE
12'
SLIGHT TO MODERATE
SLIGHT TO MODERATE
27 DEGREES F
NOT REQUIRED
1979 FIRM
113
52 DEGREES F
CONTRACTORS SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OR EXISTING
CONSTRUCTION SHOWN ON THE PLANS ARE INTENDED AS GUIDELINE ONLY AND MUST BE
VERIFIED.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
THE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STRUCTURAL
DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED
LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN
' EN TO LOADS THAT WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR
SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE
STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES
OF THE MATERIALS SUCH TEMPORARY BRACING AND /OR STRENGTHENING AS REQUIRED.
PART 2 - GEOTECHNICAL
FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND SHOULD THEREFORE BE VERIFIED BY A QUALIFIED INDIVIDUAL OR APPROVED
BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY
THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
A. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT
FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS
OR WALLS ABOVE.
B. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
(1) ALLOWABLE SOIL PRESSURE: 1,500 PSF
(2) LATERAL EARTH PRESSURE:
RESTRAINED = 60 PCF
UNRESTRAINED = 35 PCF
(3) COEFFICIENT OF FRICTION (FOS OF 1.5 INCLUDED): 0.3
PART 3 - RENOVATION
3.01 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING
SHALL BE SAVED WERE AND AS NOTED ON THE PLANS.
SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS
TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS
PRIOR TO CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE.
D. WERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED
INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,
UNLESS OTHERWISE NOTED ON THE PLANS.
PART 4 - CONCRETE
A nl rnfrroom( cDnr.T. vD MrVCD DPnonOTTrnyon rnATVEyrn Bun oTarrn TN nrrnanAWr4: WTTN
IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL
ATTAIN A
28 -DAY STRENGTH OF F'C =2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF
5° OF LESS.
A. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED
IF A CONCRETE MIX DESIGN IS SUBMITTED TO THE STRUCTURAL ENGINEER AND BUILDING
DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING OF ANY CONCRETE. THE
CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP,
CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3.
REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT
INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR OR
SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
B. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED
WITH AN AIR - ENTRAINED AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR
CONTENT FOR FROST RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1
OF THE IBC.
4.02 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1) GRADE
40, FY = 40,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE PLANS
SHALL BE GRADE 60,
FY = 60,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON THE PLANS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 (Si) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
PROCEDURES SPECIFIED IN AWS S1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO
ASTM A615, GRADE 60, FY = 60, 000 PSI.
4.03 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE
WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40
BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING
INTERSECTIONS. #5 AND SMALLER BARS SHALL BE LAPPED 40 BAR DIAMETERS OR 2' -0'.
LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS.
4.04 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
A. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH, COVER = 3'
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (A) #6 AND LARGER, COVER = 2
(B) #5 AND SMALLER, COVER = 1 -1/2'
C. SLABS AND WALLS (INTERIOR FACE) IS THE GREATER OF: (A) THE BAR DIAMETER
PLUS 1/8' (B) 3/4'
4.05 CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE:
A. 6' WALLS #4 8 13' HORIZ. #4 8 13' VERT. 1 CURTAIN
B. 8' WALLS #5 8 15' HORIE. #5 8 15' VERT. 1 CURTAIN
4.06 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL
PLANS FOR SIZES AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH
CONCRETE WALLS. SEE ARCHITECTURAL PLANS FOR ALL GROOVES, NOTCHES, CHAMFERS,
FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED
CONCRETE SURFACES FOR BOTH CAST -IN -PLACE AND PRECAST CONCRETE.
4.07 NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3,000 PSI MINIMUM).
PART 5 - ANCHORAGE
5.01 EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL
WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED
IN STRICT CONFORMANCE TO THE ICBO REPORT NUMBER ER 3631, INCLUDING MINIMUM
EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS
SHALL BE INTO FULLY GROUTED CELLS
5.02 EPDXY- GROUTED ITEMS SPECIFIED ON THE PLANS SHALL BE INSTALLED USING "SET
HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. INSTALL IN
STRICT ACCORDANCE WITH ICBO REPORT ER 5279.
RtVttwtu I
CODE COMPLIANCE
A PROVED
JUL 1 2009
City Of Tukwila
BUILDING DIVISION
PART 6 - WOOD
5.01 FRAN:INC LOATER EMLL 2E AILS DRIED OR O -10 AND GRADEGRADED AND AND NARKED IN
CONFORMANCE WITH WWPA STANDARD GRADING RULE FOR WEST COAST LUMBER, NO. 17.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
A. JOISTS AND BEAMS:
2X AND 3X MEMBERS
HEM FIR NO. 2,
MINIMUM BASIC DESIGN STRENGTH, FB = 850 PSI.
4X MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,000 PSI.
B. BEAMS:
6X AND LARGER MEMBERS
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 1,350 PSI.
C. POSTS:
4X MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 1,300 PSI.
DOUGLAS FIR NO. 1
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
6X ROUGH SAWN MEMBERS
DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRENGTH, FB = 925 PSI.
D. STUDS, PLATES, AND MISC. FRAMING:
DOUGLAS FIR NO. 2 OR BETTER
6.02 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD
A190.1. EACH MEMBER SHALL BEAR IN AITC OR APA EWE IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC OR APA EWE CERTIFICATE OF CONFORMANCE. ALL
SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, FB = 2,400 PSI, FV =
165 PSI. ALL MULTIPLE SPAN AND CANTILEVERED BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F -V8, FB = 2,400 PSI, FV = 165 PSI. CAMBER ALL GLUE -LAM BEAMS TO
2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
6.03
I. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS -JOIST MACMILLAN OR AN
APPROVED EQUAL. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRED NER "NATIONAL
EVALUATION REPORTS' EQUIVALENT TO NER -126 FOR LAMINATED VENEER LUMBER (LVL),
NER -292 FOR PARALLEL STRAND LUMBER (PSL, OR NER -481 FOR LAMINATED STRAND
LUMBER (LSL).
THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS:
LVL: FB - 2,600 PSI,
PSL: FB = 2,900 PSI,
1.3E LSL: FB = 1,700 PSI,
1.5E LSL: FB - 2,250 PSI,
TOP CHORD LIVE LOAD: 25 PSF
TOP CHORD DEAD LOAD: 10 PSF
BOTTOM CHORD DEAD LOAD: 5 PST
TOTAL LOAD: 40 PSF
FV = 285 PSI, E = 1,900,000 PSI
FV = 290 PSI, E = 2,000,000 PSI
FV = 400 PSI, E = 1,300,000 PSI
FV = 400 PSI, E = 1,500,000 PSI
A. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUE -JOIST
CORPORATION. ALTERNATE MANUFACTURES MAY BE USED SUBJECT TO THE REVIEW AND
APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST BANGERS
AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN TO PROVIDE THAT THEY
HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS
AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
6.04 PREFABRICATED CONNECTOR PLATE WOOD TRUSSES SHALL BE DESIGNED BY THE
MANUFACTURER IN ACCORDANCE WITH "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED
WOOD TRUSSES, TPI -78' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS
SHOWN ON THE PLANS. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD CRITERIA:
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG NAIL OR EQUAL.
SUBMIT SHOP PLANS AND DESIGN CALCULATIONS TO TEE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE
STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF
WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS,
ETC., AS SHOWN ON THE PLANS. THE EXACT COMPOSITION AND LAYOUT OF SPECIAL HIP,
VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN
TRUSSES, ETC.), SHALL BE DETERMINED BY THE MANUFACTURE UNLESS SPECIFICALLY
INDICATED OTHERWISE ON TILE PLANS.
THE MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS
CONNECTION DETAILS (INCLUDING HANGERS), AND OTHER REQUIRED CONNECTION MATERIALS.
PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING.
RECEIVED '
JUL 2 4 2008
PERMIT CENTS
•
■
■
DESCRI
A
o I
x
J
f
• LYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE PER IBC SECTION 2303.2.3.
ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX
MAY BE USED IN LIEU OF PLYWOOD.
A. RAGA" .SRRTBTRTNG .SRAT.T, RR A /R' AMMAN WTTN .SPAN RATING 32/16.
B. WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0.
C. FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
• LL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESERVATIVE-TREATED WITH AN APPROVED PRESERVATIVE OR TWO LAYERS OF ASPHALT
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE
OR MASONRY.
• IMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE' BY
SIMPSON STRONG TIE COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2003.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
7 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE
NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
ASTM A307. APPROVED WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG
SCREWS BEARING ON WOOD SHALL BE USED. UNLESS OTHERWISE NOTED, ALL NAILS SHALL
BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME
GRADE (MINIMUM) AS MEMBERS AND JOIST BANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE
CONNECTED TO FLUSH BEAMS WITH
MTT SERIES JOIST HANGERS.
• WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON PLANS ARE BASED ON THE FOLLOWING SPECIFICATIONS.
6D 2' 0.113'
8D 2 -1/2' 0.131
IOD 3' 0.148'
12D 3 -1/4' 0.148'
16D BOX 3 -1/2' 0.135'
B. IF CONTRACTOR PROPOSES THE USE OF ALTERNATED NAILS, THEY SHALL SUBMIT NAIL
PECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW
AND APPROVAL.
C. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
LUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
• MOOD FRAMING NOTES
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE IBC.
.MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF
THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL
AND ARCHITECTURAL PLANS. PROVIDE WASHERS UNDER THE HEADS AND SCREWS OF ALL
BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG ROTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE OF 60 TO 70 PERCENT OF THE
SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND SMALL LAG SCREWS.
B. WALL FRAMING: REFER TO ARCHITECTURAL PLANS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16' ON- CENTER (O.C.), UNLESS NOTED OTHERWISE (UNO).
TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE
OF ALL OPENINGS AND AT BEAM OF HEADER BEARING LOCATIONS. TWO 2X8 HEADERS
SHALL BE PROVIDED OVER ALL OPENINGS, UNO. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT.
UNLESS NOTED OTHERWISE IN THE PLANS AND /OR IN THE SHEAR WALL SCHEDULE, THE
FOLLOWING SHALL BE PROVIDED AS A MINIMUM:
(1) ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.
END NAIL TO PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END
NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16D 8 12' 0.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE
SIX 16D NAILS 0 4' -0' EACH SIDE OF JOINT.
(2) ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WIT 16D NAILS 8 12' 0.C., AND STAGGERED OR BOLTED TO
CONCRETE OR MASONRY WITH 5/8' DIAMETER ANCHOR BOLTS (MINIMUM 7' EMBEDMENT)
AT 4' -0' O.C., UNO. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED
TO EACH OTHER WITH 16D 0 12' O.C. STAGGERED. UNO, PROVIDE GYPSUM WALL
BOARD (GWB) ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM
PLATES, AND BLOCKING WITH NAILS 8 7' O.C. USE 5D COOLER NAILS AT 1/2'
GWB AND 6D COOLER NAILS 8 5/8' GWB. PROVIDE 1/2' (NOMINAL) ASA RATED
SHEATHING (SPAN RATING 24/0) AT EXTERIOR SURFACES NAILED TO ALL PANEL
EDGES (BLOCK UNSUPPORTED EDGES), AND TO BOTTOM PLATES WITH NAILS 8 6'
O.C. AND TO ALL INTERMEDIATE SUDS AND BLOCKING WITH NAILS 8 12' O.C.
ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS.
C.
moon AND 17 00 F c _nnrm_rc . TATCTO "ammo arr. oaoa r.rcr oaomrmrnlvC
THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.
TOENAIL JOIST TO 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 16D 8 12' 0.C. STAGGERED.
(1) UNO ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP
WITH GRAIN PERPENDICULAR TO SUPPORTS AND SHOWN ON PLANS AND 0 12' 0.C. TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
SHEATHING EDGES SHALL HAVE APPROVED TONG & GROOVE (T6G) JOINTS OR SHALL
BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES
AND AT ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCK TO SUPPORTS WITH
16D NAILS 8 12' 0.C., UNO.
CODE �r t-Uk
CO MPLIANCE
APP >; r,} IfED
JUL 31 2008
City Of Tukwila
B UILDING
DSION
RECEIVE"
JUL 242008
PERMIT CENTEL
3
N
u
8
V
REVISIONS
HO.
DESCRIPTION/DATE
BY
HART RESIDENCE REMODEL
13215 40TH AVE 5, SEATTLE, WA 98168
SPECIFICATIONS N 2 OF 2
SCALE:
AS NOTED
BAR IS ONE INCH ON
ORIGINAL DRAWING
ADJUST SCALES
ACCORDINGLY
0'
1'
PROJECT NO
0821
DRAWN BY
KBH
DATE
7 -20 -08
SHEET
A6 OF
ss
• LYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE PER IBC SECTION 2303.2.3.
ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX
MAY BE USED IN LIEU OF PLYWOOD.
A. RAGA" .SRRTBTRTNG .SRAT.T, RR A /R' AMMAN WTTN .SPAN RATING 32/16.
B. WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0.
C. FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
D. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
• LL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESERVATIVE-TREATED WITH AN APPROVED PRESERVATIVE OR TWO LAYERS OF ASPHALT
IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE
OR MASONRY.
• IMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE' BY
SIMPSON STRONG TIE COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2003.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE
7 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON -HALF OF THE
NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO
ASTM A307. APPROVED WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG
SCREWS BEARING ON WOOD SHALL BE USED. UNLESS OTHERWISE NOTED, ALL NAILS SHALL
BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME
GRADE (MINIMUM) AS MEMBERS AND JOIST BANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE
CONNECTED TO FLUSH BEAMS WITH
MTT SERIES JOIST HANGERS.
• WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON PLANS ARE BASED ON THE FOLLOWING SPECIFICATIONS.
6D 2' 0.113'
8D 2 -1/2' 0.131
IOD 3' 0.148'
12D 3 -1/4' 0.148'
16D BOX 3 -1/2' 0.135'
B. IF CONTRACTOR PROPOSES THE USE OF ALTERNATED NAILS, THEY SHALL SUBMIT NAIL
PECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW
AND APPROVAL.
C. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
LUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
• MOOD FRAMING NOTES
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE IBC.
.MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF
THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL
AND ARCHITECTURAL PLANS. PROVIDE WASHERS UNDER THE HEADS AND SCREWS OF ALL
BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG ROTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE OF 60 TO 70 PERCENT OF THE
SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND SMALL LAG SCREWS.
B. WALL FRAMING: REFER TO ARCHITECTURAL PLANS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16' ON- CENTER (O.C.), UNLESS NOTED OTHERWISE (UNO).
TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE
OF ALL OPENINGS AND AT BEAM OF HEADER BEARING LOCATIONS. TWO 2X8 HEADERS
SHALL BE PROVIDED OVER ALL OPENINGS, UNO. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT.
UNLESS NOTED OTHERWISE IN THE PLANS AND /OR IN THE SHEAR WALL SCHEDULE, THE
FOLLOWING SHALL BE PROVIDED AS A MINIMUM:
(1) ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.
END NAIL TO PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END
NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16D 8 12' 0.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE
SIX 16D NAILS 0 4' -0' EACH SIDE OF JOINT.
(2) ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WIT 16D NAILS 8 12' 0.C., AND STAGGERED OR BOLTED TO
CONCRETE OR MASONRY WITH 5/8' DIAMETER ANCHOR BOLTS (MINIMUM 7' EMBEDMENT)
AT 4' -0' O.C., UNO. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED
TO EACH OTHER WITH 16D 0 12' O.C. STAGGERED. UNO, PROVIDE GYPSUM WALL
BOARD (GWB) ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM
PLATES, AND BLOCKING WITH NAILS 8 7' O.C. USE 5D COOLER NAILS AT 1/2'
GWB AND 6D COOLER NAILS 8 5/8' GWB. PROVIDE 1/2' (NOMINAL) ASA RATED
SHEATHING (SPAN RATING 24/0) AT EXTERIOR SURFACES NAILED TO ALL PANEL
EDGES (BLOCK UNSUPPORTED EDGES), AND TO BOTTOM PLATES WITH NAILS 8 6'
O.C. AND TO ALL INTERMEDIATE SUDS AND BLOCKING WITH NAILS 8 12' O.C.
ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS.
C.
moon AND 17 00 F c _nnrm_rc . TATCTO "ammo arr. oaoa r.rcr oaomrmrnlvC
THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS.
TOENAIL JOIST TO 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 16D 8 12' 0.C. STAGGERED.
(1) UNO ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP
WITH GRAIN PERPENDICULAR TO SUPPORTS AND SHOWN ON PLANS AND 0 12' 0.C. TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
SHEATHING EDGES SHALL HAVE APPROVED TONG & GROOVE (T6G) JOINTS OR SHALL
BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES
AND AT ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCK TO SUPPORTS WITH
16D NAILS 8 12' 0.C., UNO.
CODE �r t-Uk
CO MPLIANCE
APP >; r,} IfED
JUL 31 2008
City Of Tukwila
B UILDING
DSION
RECEIVE"
JUL 242008
PERMIT CENTEL
3
N
u
8
V
REVISIONS
HO.
DESCRIPTION/DATE
BY