HomeMy WebLinkAboutPermit D08-492 - SAGIYAN RESIDENCE - DECK COVERSAGIYAN DECK COVER
13714 42 AV S
D08 -492
Parcel No.: 2612000320
Address: 13714 42 AV S TUKW
Suite No:
Tenant:
Name: SAGIYAN DECK COVER
Address: 13714 42 AV S , TUKWILA WA
City of Tukwila
Owner:
Name: SAGIYAN ERNEST
Address: 13714 42ND AVE S , TUKWILA WA 98168
Phone:
Contact Person:
Name: ERNEST AND MELINA SAGIYAN
Address: 13714 42 AV S , TUKWILA WA 98168
Phone: 206 715-0322
Contractor:
Name: OWNER AFFIDAVIT - ERNEST SAGIYAN
Address:
Phone:
Contractor License No:
DESCRIPTION OF WORK:
CONSTRUCTION OF ROOF COVER FOR EXISTING DECK
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
* *continued on next page **
Permit Number: D08 -492
Issue Date: 11/26/2008
Permit Expires On: 05/25/2009
Expiration Date:
Value of Construction: $2,000.00 Fees Collected: $150.53
Type of Fire Protection: International Building Code Edition: 2006
Type of Construction: VB Occupancy per IBC: 0022
doc: IBC -10/06 D08 -492 Printed: 11 -26 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City A Tukwila 0
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 - 492
Issue Date: 11/26/2008
Permit Expires On: 05/25/2009
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:
Permit Center Authorized Signature:
doc: IBC - 10/06
N
Date:
I hereby certify that I have read and :...rL ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I ant a orized to sign and obtain this development permit.
Signature: GP/. )- ' 2.-3-1-- gal, evi., C Date: $4//2/0 e
Print Name: 52,VV S 7 -S�4 G /yig/'./
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 -492 Printed: 11 -26 -2008
Parcel No.: 2612000320
Address:
Suite No:
Tenant:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond - 10/06
1371442AVSTUKW
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
SAGIYAN DECK COVER
6: All wood to remain in placed concrete shall be treated wood.
PERMIT CONDITIONS
* *continued on next page **
0
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -492
ISSUED
11/12/2008
11/26/2008
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.
5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: 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.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431- 3670).
10: 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 -492 Printed: 11 -26 -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
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
construction or the performance of work.
Signature: �2h �s S'y /t✓
Print Name: / ST S� G /.Y%
doc: Cond -10/06
Date: ///2 / 8
ordinances governing
or local laws regulating
008 -492 Printed: 11 -26 -2008
CITY OF TUKWILA.
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Project No.
Building Permit No
Mechanical Permit No.
Plumbing /Gas Permit No.
Public
(For o ,)
use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: I 3 L1 u2 rid Ave S o, , I
Tenant Name: L":,� '� -s m I 1 Sc c ' c1()
Property Owners Name: 1 J 'TN ci Z o d Ave
Mailing Address: OC i as CA-
CONTACT PERSON - who do
hen your permit is ready to be issued
Name: E Y St cx e (( ii 7c . 3a
Mailing Address: 13 I y ?Vic t ►7 �
E -Mail Address: 05001 (1 @ ate)
Suite Number: Floor:
V1 1 Ltk(M I / Wv q ((o8
City
New Tenant: .... Yes E ..No
State
Zip
Day Telephone: 21;i0 R- ( , &3 .Q
_
T uuuWila Ulfl Gig) tog
City State Zip A fr o
Fax Number: 2 /2 ark
00 ( h
GENERAL CON TOR I1'ItMATION --
(Contractor Ii formation for Mechanical (rig 4) for Plumbing and Gas Piping (pg5))
Company Name: co r
Mailing Address:
Zip
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
All plans " must be vet
ARCHITECT OF REC
roped by Arch
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
State
State
Zip
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD - Alt plan must be
rnped by Ert ..
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFO ION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ (L9 ) Xf a nut
Scope of Work (please provide detailed information : ji I�G� k2 6 a!! (�If�'9^ � PXSi 3 1✓lC
c kec_ , c, -e. - pia n 3. I--
Will Will there be new rack storage? 0.... Yes
Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
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Existing Building Valuation: $
❑ .. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
l Floor
2 Floor
3r0
Floor_
Floors
thru
Bas
Accessory Structui
Attached G
Detached G
age
Attached Carport
Detached"C?
Cover
Deck
Uncover
d Deck
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
Type of
Occupancy per
IBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ 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.
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
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 (currerl edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: �2�Qh Sale, emirs e
Date: 11 11 7 (c�
Print Name: �' 1 �l Gt `-� i C t�1 / �- n �sf D ay 7 ep : 2 C - p7 a. C� 4 l ,
Mailing Address: 12) } I Li 12 /70 Hlk S(7ut_ 4 1-471 jitA fi (Q k
lu W � BSI
City State Zip
Date Application Expires:
I Date Application Accepted:
Q: Applications'F'orms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
ash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Re tor, indirect
wast
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single he trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Clos
Building sewer or trailer
park sewer
Rain water stem — per
drain (in e building)
Water heater or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repai r alteration of water
pipi and /or water treating
e pment
Repair or alteratio
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
r PLUMBING AND GAS PIPIN L., �'ERMIT INFORMATION - 206 - 431 -o67O
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
Contact Person:
E -Mail Address:
Contractor Registration N i ber:
Valuation of Plumbing work (co actor's bid price): $
Valuation of Gas Piping work (con , ctor's bid price): $
Scope of Work (please provide detaile formation):
Building Use (per Intl Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets bei
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
ailed and the quantity below:
State
Zip
Page 5 of 6
Parcel No.: 2612000320
Address: 13714 42 AV S TUKW
Suite No:
Applicant: SAGIYAN DECK COVER
Receipt No.: R08 -03742
Initials: JEM
User ID: 1165
•
City of Tukwila
Payee: ERNEST AND MELINA SAGIYAN
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 Cash 150.53
ACCOUNT ITEM LIST:
Description
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
000/322.100
000/345.830
000/386.904
RECEIPT
Account Code Current Pmts
Total: $150.53
Permit Number: D08 -492
Status: PENDING
Applied Date: 11/12/2008
Issue Date:
Payment Amount: $150.53
Payment Date: 11/12/2008 01:03 PM
Balance: $0.00
88.50
57.53
4.50
doc: Receiot -06 Printed: 11 -12 -2008
Project:
J'9 (9''AA) ,F04
Type of Inspection:
/- � ?, i , ,v, r,,,
Address:
/,37/ 6 / 4 /-2 9v S
Date Called: � (f
"t
Special Instructions:
/
Date anted:
6 -As-- a s
a.m.
Requester:
•
Phone No:
d6-7 /5-ai27
Cg 1
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
108 -4/Sz
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
C1 �lc Lz� �-t ./1(e/
Inspect r:
Date:/ ' §
LI $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:
r
A I d L/ 1)t ! i
pi
Address: n�
13 914 42 AuE S.
j .) 6- 0 -. _ IA e,- A Go- . f -' i
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Requester:
Phone
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Proje t:
AG r �a� Oe c �r
Type of I pection: •
f Y�2.4, itir
Address: n�
13 914 42 AuE S.
Date Called:
Special Instructions:
Date Wanted:
6 — S - D
,p3?
0 p.m.
Requester:
Phone
0322—
7
i)act -4
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes.
Corrections required prior to approval.
❑ $60.00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspect r:
Date: CO 37
Receipt No.:
!Date:
COMMENTS:
-- Ot,JA P1 kAJ je cA ri
,NJ 3T w; .•\s t- t 16.> I a J.°l
5* r,..-1Aki b/i )(Avts -
S ecial Instructions: f � i.
p
0 33 d 2 -0 t
r�
Date Wanted: r �� J /�
'7 p.m.
Requester:
Phone � ///_ice s _ v 3 It,
r �'
Project
kLZ1�^ DQ
Type of inspection: n A
l�.V S Le"'
Addie ��-
4ei
Date Called:
S ecial Instructions: f � i.
p
0 33 d 2 -0 t
r�
Date Wanted: r �� J /�
'7 p.m.
Requester:
Phone � ///_ice s _ v 3 It,
r �'
1-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
tn'
(206)431 -3670
Approved per applicable codes. ❑ Corrections required prior to approval.
Inspec�dr:
1 Date: 7 ' - b1 •
❑ $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:
fg.{
ProjgcA 61y0 o , p, / . J �T y pe
of l ectig (,
Address: s: , �--- r
Date Called:
Special Instructions:
/37/q /
(„ (P 1 '' A
Date Wanted: S— ( $�v p.m.
Requester:
Phone No:(— 7(.1.-- o3 v L
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
o A ?22
(Receipt No.:
.00 REINSPECTION FEE ° EQUIRE
id at 6300 Southcenter Blvd., Suite
Date:
. Prior to inspection, fee must be
00. Call to schedule reinspection.
'Date:
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structural
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296-2993
Project Description
Wood frame deck with roof with dimension of 12'x28'.
Seismic Criteria
Sds =0.8g
Sd 1 =0.4g
Wind Criteria
Wind speed = 85 mph
Exposure = B
Gravi Loadin.s
Floor dead Toad = 10 psf
Roof dead Toad =10 psf
Floor live load = 40 psf
DECK DESIGN FOR
ERNEST AND MEL SAGIYAN
PROJECT NO. 8024
10127108
Building Codes
International Building Code (IBC) (2006)
American Society of Civil Engineers (ASCE) 7 (2005)
National Design Specifications (NDS) for Wood Construction (2005)
American Institute of Steel Construction (AISC) Steel Construction Manual
American Concrete Institute (ACI) 318 -05 (2005)
American Concrete Institute (ACI) 530 -05 (2005)
Lateral system
Knee brace system for resisting forces in longitudinal direction. Other directions are resisted by the existing house stud
walls.
Site Class = D
Seismic Performance Category = D
Topographic Effect, Kzt = 1.0
Roof live load = 15 psf
Snow load = 20 psf
.
Thirteen Edition (20040.~
Ductility factor, R = 6.5
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CODE COMP N
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NOV 2 5 20018
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BUItDJN DIVISION
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CITY OF TU LA
NOV 12 2008
PERMIT CENTER
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SEISMIC CALCULATIONS
IBC2006 (1613). ASCE 7 -05 CHAPTER 11, 12. 13 SEISMIC DESIGN CRITERIA
Response Spectral Acc. (0.2 sec) Ss =118.00%g = 1.180g Figure 22 -1 through 22 -14
Response Spectral Acc.( 1.0 sec) S. = 41.00 %g = 0.410g Figure 22 -1 through 22 -14
Soil Site Classi Table 20 -3 -1. Default = D
Site Coefficient F,= 1.028 Table 11.4 -1
Site Coefficient F = 1.590 Table 11.4 -2
Max Considered Earthquake Acc. S, F,.S, = 1213 (11.4 -1)
Max Considered Earthquake Acc. S = F S, = 0.652 (11.4 -2)
@ 5% Damped Design SDS = 2/3(S) = 0.809 (11.4 -3)
S = 2 / 3 (S M ,) = 0.435 (11.4 -4)
Building Occupancy Categories II. Standard 1 Table 1 -1
Design Category Consideration: Flexible Diaphragm with dist. between seismic resisting system -40ft
Seismic Design Category for 0.1 sec D Table 11.6 -1
Seismic Design Category for 1.Osec D Table 11.6 -2
Si .75g NA Section 11.6
Since Ta < .5Ts (see below). SDC = D Control (exception of Section 11.6 does not apply)
Comply with Seismic Design Category D T - R301.2.2.1.1
IRC, Seismic Design Category = 01
12.8 Equivalent lateral force procedure H. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE. EXCLUDING
CANTILEVER COLUMN SYSTEMS ff T -12.2-
Seismic Force Resisting Systems H. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SY
C, = 0.02 x =0.75 T- 12.8 -2
Building ht. H 16 if Limited Building Height (ft) =NP
C =1.400
Approx Fundamental period, T. = C,(h
Calculated T shall not exceed < - Cu.Ta
0.8Ts = 0 . 8 (So, / Sosi
Is structure Regular 8 5 5 stories T Yes
Response Spectral Acc.( 0.2 sec) S,= 1.180g
F. = 1.03
@ 5% Damped Design Ses = 2 /s(F ; S,)
for S of 0.435g Table 12.8 -1
= 0.160 12.8-7 7 = 2.000 Sec
= 0.000 Use T = 0,160 sec.
= 0A30 Control (exception of Section 11.6 does not apply)
12.8.1.3
Max Ss s 1.5g
= 0.809g (11.4 -3)
Response Modification Coef. R = 3 Table- 12.2 -1
Over Strength Factor O = 2.5 foot note g
Importance factor I = 1 Table 11.5 -1
Seismic Base Shear V = C,W
C,= R/l =0.270
or need not to exceed. C, = SD, - 0.905 For Ts T,
(R/1).T
or C - S01T N/A For T > T
T'(R/I)
C, shall not be less than = 0.01
Min C = 0.5S,l/R N/A For S, z 0.6g
Use C, = 0.270
Design base shear V = 0.270 W Control
(12.8-2)
(12.8 -3)
(12.8 -4)
(12.8 -5)
(12.8 -6)
b2
structural.
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS:
Unit Roof Weight: 10 psf
Unit Floor Weight: 10 psf
Unit Exterior Wall Weight : 10 psf
Unit Interior Corridor Wall Weight: 0 psf
Unit Interior Party Wall Weight: 0 psf
Unit Interior Partition Wall Weight: "psf
ROOF LEVEL:
FOURTH FLOOR LEVEL
THIRD FLOOR LEVEL
SECOND FLOOR LEVEL
Job No.
Project No.
Checked By
Date
LOCATION LENGTH HEIGHT UNIT WT. TOTAL SUB
WEIGHT TOTAL
Roof 336 1.00 10 3360
Ext. Wall Below 0 5.0 10 0 psf
Corridor Wall Below 0 5.0 0 0 10
Party Wall Below 0 5.0 0 0
Partition Wall Below 0 5 (1 7 0
Floor 0 1 10 0
Ext. Wall Above 0 0 10 0
Corridor Wall Above 0 Il 0 0
Party Wall Above 0 0 0 0
Partition Wall Above 0 0 7 0
Ext. Wall Below 0 0 10 0 psf
Corridor Wall Below 0 0 0 0 #DIV,O!
Party Wall Below 0 0 0 0
Partition Wall Below 0 0 7 0
Floor 0 I 10 = 0
Ext. Wall Above 0 0 10 0
Corridor Wall Above 0 0 0 0
Party Wall Above 0 0 0 0
Partition Wall Above 0 0 7 0
Ext. Wall Below 0 0 10 0 psf
Corridor Wall Below 0 0 0 0 #DIV,0!
Party Wall Below 0 0 0 0
Partition Wall Below 0 0 7 = 0
Floor 336 1 10 3360
Ext. Wall Above 0 5,0 10 0
Corridor Wall Above 0 5.0 0 0
Party Wall Above 0 5.0 0 0
Partition Wall Above 0 5 0 7 0
Ext. Wall Below 0 2 5 10 0 psf
Corridor Wall Below 0 2.5 0 0 10
Party Wall Below 0 2.5 0 0
Partition Wall Below 0 2.5 7 0
STRUCTURE WEIGHT FOR SHEAR WALL TOTAL: 6.7 Kips
FOUNDATION LEVEL:
Ext. Wall Above 0 2.5 10 0
Corridor Wall Above 0 2.5 n 0
Party Wall Above 0 2.5 0 0
Partition Wall Above 0 2.5 7 0
Sheet No.
Sheet Title
Made By
Date
3360
0
0
3360
STRUCTURE WEIGHT FOR BASE SHEAR TOTAL: 6.7 Kips
b2
structural
en, irneers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS:
Unit Roof Weight:
Unit Floor Weight:
Unit Exterior Wall Weight
Unit Interior Corridor Wall Weight.
Unit Interior Party Wall Weight
Unit Interior Partition Wall Weight.
ROOF LEVEL:
LOCATION
FOURTH FLOOR LEVEL
THIRD FLOOR LEVEL
SECOND FLOOR LEVEL
I 0 psf
U psf
10 psf
0 psf
O psf
psf
Job No. Sheet No.
Project No. Sheet Title
Checked By Made By
Date (Date
LENGTH HEIGHT UNIT WT. TOTAL SUB
WEIGHT TOTAL
Roof 336 100 10 = 3360
Eat, Wall Below 0 5.0 10 = 0 psf
Corridor Wall Below 0 5.0 0 0 10
Party Wall Below 0 5.0 0 0
Partition Wall Below 0 5.0 7 0
3360
Floor 0 1 10 = 0
Ext. Wall Above 0 11 10 = 0
Corridor Wall Above 0 0 0 = 0
Party Wall Above 0 0 0 0
Partition Wall Above 0 0 7 = 0
Ext. Wall Below 0 0 10 0 psf
Corridor Wall Below 0 0 0 = 0 #DIV.0:
Party Wall Below 0 O 0 0
Partition Wall Below 0 0 7 0
0
Floor 0 1 10 = 0
Ext. Wall Above 0 0 10 = 0
Corridor Wall Above 0 0 0 0
Party Wall Above 0 0 0 0
Partition Wall Above 0 0 7 = 0
Ext. Wall Below 0 0 10 = 0 psf
Corridor Wall Below 0 0 0 = 0 #DIV.O!
Party Wall Below 0 11 0 0
Partition Wall Below 0 0 7 0
FOUNDATION LEVEL:
Ext. Wall Above 0 2.5 10 0
Corridor Wall Above n 2 3 = 0
Party Wall Above 0 0 0
Partition Wall Above 0 2.5 7 0
0
Floor 3341 1 10 3360
Ext. Wall Above 0 5.0 10 0
Corridor Wall Above n 5.0 0 0
Party Wall Above 0 5.0 0 0
Partition Wall Above 0 5.0 7 0
Ext. Wall Below 0 2.5 10 0 psf
Corridor Wall Below 0 2.5 0 0 10
Party Wall Below 0 2.5 0 0
Partition Wall Below 0 2 5 7 0
3360
STRUCTURE WEIGHT FOR SHEAR WALL TOTAL: 6.7 Kips
STRUCTURE WEIGHT FOR BASE SHEAR TOTAL: 6.7 Kips
b2
structural
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
Vertical Seismic Distribution
Cs =
w=
V=
Rho =
Diaphragm Seismic Distribution
Job No.
Project No.
Checked by
Date
0.27 W
6.7 kips
1.8 kips Important It is assumed that the R value is the same
1 for both directions
6.7
6.7
67
1.8
N/S Direction
1.81
1.29
Sheet No.
Sheet Title
Made By
Date
ENV Direction
1.29
16.18
Story
Total
Story
Force
Calculated
Max
Min
Goveming
Transverse
Longitudinal
Floor
Height
Height
Weight
Distribution
Fpx
Fpx
Fpx
Fpx
Fpx/1.4
Fpx/1.4
Ht
Hi
Ht
Wi
Fx
Fi
E/1.4
E/1.4
(ft)
(ft)
(kips)
(ft)
(ft)
(kips)
(kips)
(kips)
(kips)
(kips)
(kips)
(plf)
(p8)
Roof
10.00
15.00
x 0 0 0
.
1.0
14.56
Fourth
0.00
7 9 9 9 9
1-0000
2
2
Fourth
0.00
5.00
0
Third
0.00
5.00
0
0
4131V /0!
8D1V/O!
Third
0.00
5.00
0
0
0
0
0
0
0
0
0
0
4D1V /01
#DIV/0!
5.00
5.00
Ground
0.00
0.00
2
2
Second
Ground
0.00
0.00
0.0
0.0
b2
structural
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
Vertical Seismic Distribution
Cs =
w=
V=
Rho =
Diaphragm Seismic Distribution
Job No.
Project No.
Checked by
Date
0.27 W
6.7 kips
1.8 kips Important It is assumed that the R value is the same
1 for both directions
6.7
6.7
67
1.8
N/S Direction
1.81
1.29
Sheet No.
Sheet Title
Made By
Date
ENV Direction
1.29
16.18
Story
Total
Story
Story
Story
Story
Story
Mot
Floor
Height
Height
Weight
Wi`Ht
Force
Shear
Force
Shear
Hi
Ht
Wi
Fi
E/1.4
Fi
E/1.4
E/1.4
(ft)
(ft)
(kips)
(k -ft)
(kips)
(kips)
(kips)
(kips)
(kip
Roof
10.00
15.00
1.4
1.0
x 0 0 0
.
1.0
14.56
Fourth
0.00
5.00
0.0
0.0
0.0
0
Third
0.00
5.00
0
0
0
0.0
0.0
0.0
0
Second
5.00
5.00
0.5
0.3
0.3
1.62
Ground
0.00
0.00
0.0
0.0
0.0
0
b2
structural
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
Vertical Seismic Distribution
Cs =
w=
V=
Rho =
Diaphragm Seismic Distribution
Job No.
Project No.
Checked by
Date
0.27 W
6.7 kips
1.8 kips Important It is assumed that the R value is the same
1 for both directions
6.7
6.7
67
1.8
N/S Direction
1.81
1.29
Sheet No.
Sheet Title
Made By
Date
ENV Direction
1.29
16.18
Level
Wind (Trans.) ; Wind (Long.)
(ki (kips)
Seismic (Trans.)
(kips)
Seismic (Long.)
(kips)
Roof
0.16
0.48
0.97
0.97.
Fourth
0.00
0.00
0.00
0.00
Third
0.00
0.00
0.00
0.00
Second
0.65
0.48
0.32
0.32
Total
0.80
0.96
1.29
1.29
b2
structural
engineers
www.b2engineers.com
7516 NE 153rd Place NE
Kenmore, WA 98028
(425) 296 -2993
•
Controlling:
Transverse - Seismic
Longitudinal - Seismic
0.97"
0.00"
0.00"
0.32"
Job No.
Project No.
Checked By
Date
Transverse Direction Longitudinal Direction
Sheet No.
Sheet Title
Made By
Date
•
0.97 "
0.00
0.00
0.32 "
Roof Rafter( 2006 International Building Code (05 NDS) l Ver: 7.01.14
By: Basri Basri , b2 Structural Engineers on: 10 -27 -2008 : 2:59:43 PM
Project: SAGIYAN - Location: DECK ROOF RAFTER
Summary:
1.5 IN x 7.25 IN x 12.0 FT Cad 24 O.C. / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 21.3% Controlling Factor: Section Modulus / Depth Required 6.65 In
Rafter Span Deflections:
Dead Load: DLD- Interior=
Live Load: LLD - Interior=
Total Load: TLD- Interior=
Rafter End Loads and Reactions: LOADS:
Upper Live Load: 120 PLF
Upper Dead Load: 95 PLF
Upper Total Load: 215 PLF
Lower Live Load: 120 PLF
Lower Dead Load: 95 PLF
Lower Total Load: 215 PLF
Upper Equiv. Tributary Width: UTWeq=
Lower Equiv. Tributary Width: LTWeq=
Rafter Data:
Interior Span: L=
Eave Span: L -Eave=
Rafter Spacing: Spacing=
Rafter Pitch: RP=
Roof sheathing applied to top of joists -Top of rafters fully braced.
Live Load Deflect. Criteria: L/ 240
Total Load Deflect. Criteria: L/ 240
Rafter Loads:
Roof Live Load: LL=
Roof Dead Load: DL=
Roof Duration Factor: Cd=
Slope Adjusted Spans And Loads:
Interior Span: L -adj=
Rafter Live Load: wL -adi=
Rafter Dead Load: wD -adj=
Rafter Total Load: wT -adj=
Properties For: #2- Douglas- Fir -Larch
Bending Stress: Fb=
Shear Stress: Fv=
Modulus of Elasticity: E=
Adjusted Modulus of Elasticity: E -Min=
Stress Perpendicular to Grain: Fc -perp=
Adjusted Properties
Fb' (Tension): Fb'=
Adjustment Factors: Cd =1.15 CF =1.20 Cr =1.15
Fv': Fv'=
Adjustment Factors: Cd =1.15
Design Requirements:
Controlling Moment: M=
6.325 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
Controlling Shear: V=
At a distance d from right support of span 2 (Center Span)
Critical shear created by combining all dead Toads and live Toads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment): Sreq= 10.83
S= 13.14
Area (Shear): Areq= 2.72
A= 10.88
Moment of Inertia (Deflection): Ireq= 36.69
1= 47.63
0.22 IN
0.27 IN = L/558
0.49 IN = L/312
RXNS:
240 LB
190 LB
430 LB
240 LB
190 LB
430 LB
6.32 FT
6.32 FT
12.0 FT
0.0 FT
24.0 IN O.C.
4.0 : 12
20.0 PSF
15.0 PSF
1.15
12.65 FT
36 PLF
28 PLF
64 PLF
900 PS
180 PS
1600000 PS
580000 PS
625 PS
1428 PS
207 PS
1289 FT -LB
375 LB
N3
N3
N2
N2
N4
N4
Footing Design ( 2006 International Building Code (05 NDS)1 Ver: 7.01.14
Bv: Basri Basri , b2 Structural Engineers on: 10 -27 -2008 : 2:58:24 PM
Project: SAGIYAN - Location: POST FOOTING
Summary:
Footing Size: 16.0 FT x 16.0 FT x 12.00 IN
Reinforcement: #5 Bars @ 14.00 IN. O.C. E/W / (14) min.
Footing Loads:
Live Load:
Dead Load:
Total Load:
Ultimate Factored Load:
Footing Properties:
Allowable Soil Bearing Pressure:
Concrete Compressive Strength:
Reinforcing Steel Yield Strength:
Concrete Reinforcement Cover:
Footing Size:
Width:
Length:
Depth:
Effective Depth to Top Layer of Steel:
Column and Baseplate Size:
Column Type:
Column Width:
Column Depth:
Baseplate Width:
Baseplate Length:
Bearing Calculations:
Ultimate Bearing Pressure:
Effective Allowable Soil Bearing Pressure:
Required Footing Area:
Area Provided:
Baseplate Bearing:
Bearing Required:
Allowable Bearing:
Beam Shear Calculations (One Way Shear):
Beam Shear:
Allowable Beam Shear:
Punching Shear Calculations (Two way shear):
Critical Perimeter:
Punching Shear:
Allowable Punching Shear (ACI 11 -35):
Allowable Punching Shear (ACI 11 -36):
Allowable Punching Shear (ACI 11 -37):
Controlling Allowable Punching Shear:
Bending Calculations:
Factored Moment:
Nominal Moment Strength:
Reinforcement Calculations:
Concrete Compressive Block Depth:
Steel Required Based on Moment:
Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- 10.5.4):
Controlling Reinforcing Steel:
Selected Reinforcement:
Reinforcement Area Provided:
Development Length Calculations:
Development Length Required:
Development Length Supplied:
PL=
PD=
PT=
Pu=
Qs=
F'c=
Fv=
c=
W=
L=
Depth=
d=
m=
n=
bsw=
bsl=
Qu=
Qe=
Areq=
A=
Bearing=
Bearing - Allow=
Vu1=
vc1=
Bo=
Vu2=
vc2 -a=
vc2 -b=
vc2 -c=
vc2=
a= 0.63
As(1)= 0.17
As(2)= 4.15
As -reqd= 4.15
2000 LB
0 LB
2000 LB
3200 LB
1500 PSF
2500 PSI
60000 PSI
3.00 IN
16.0 FT
16.0 FT
12.00 IN
8.06 IN
(Steel)
5.50 IN
5.50 IN
5.50 IN
5.50 IN
8 PSF
1350 PSF
1.48 SF
256.0 SF
3200 LB
89994 LB
1420 LB
131580 LB
54.25 IN
3184 LB
111535 LB
147685 LB
74356 LB
74356 LB
Mu= 72463 IN -LB
Mn= 1795875 IN -LB
IN
IN2
IN2
IN2
#5 Bars @ 14.00 IN. O.C. ENV / (14) Min.
As= 4.30 IN2
Ld= 17.39 IN
Ld -sup= 90.25 IN
Roof Beami 2006 International Building Code (05 NDS)1 Ver: 7.01.14
By: Basri Basri , b2 Structural Engineers on: 10 -27 -2008 : 2:58:51 PM
Project: SAGIYAN - Location: ROOF BEAM
Summary:
3.5 IN x 7.25 IN x 11.0 FT / #2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 13.4% Controlling Factor: Section Modulus / Depth Required 6.81 In
Deflections:
Dead Load: DUD=
Live Load: LLD=
Total Load: TLD=
Reactions (Each End):
Live Load: LL -Rxn=
Dead Load: DL -Rxn=
Total Load: TL -Rxn=
Bearing Length Required (Beam only, support capacity not checked): BL=
Beam Data:
Span: L=
Maximum Unbraced Span: Lu=
Pitch Of Roof: RP=
Live Load Deflect. Criteria:
Total Load Deflect. Criteria: U
Roof Loading:
Roof Live Load -Side One: LL1=
Roof Dead Load -Side One: DL1=
Tributary Width -Side One: TW1=
Roof Live Load -Side Two: LL2=
Roof Dead Load -Side Two: DL2=
Tributary Width -Side Two: TW2=
Roof Duration Factor: Cd=
Beam Self Weight: BSW=
Slope /Pitch Adjusted Lengths and Loads:
Adjusted Beam Length: Ladj=
Beam Uniform Live Load: wL=
Beam Uniform Dead Load: wD_adj=
Total Uniform Load: wT=
Properties For: #2- Douglas- Fir -Larch
Bending Stress: Fb=
Shear Stress: Fv=
Modulus of Elasticity: E=
Adjusted Modulus of Elasticity: E -Min=
Stress Perpendicular to Grain: Fc_perp=
Adjusted Properties
Fb' (Tension): Fb'=
Adjustment Factors: Cd =1.15 CF =1.30
Fv': Fv'=
Adjustment Factors: Cd =1.15
Design Requirements:
Controlling Moment: M=
5.5 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V=
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Area (Shear): Areq=
A=
Moment of Inertia (Deflection): Ireq=
I=
0.13 IN
0.24 IN = L/548
0.37 IN = L/355
715 LB
388 LB
1103 LB
0.50 IN
11.0 FT
0.0 FT
0. : 12
240
240
20.0 PSF
10.0 PSF
6.5 FT
25.0 PSF
15.0 PSF
0.0 FT
1.15
6 PLF
11.0 FT
130 PLF
71 PLF
201 PLF
900 PS
180 PS
1600000 PS
580000 PS
625 PS
1346 PS
207 PS
3033 FT -LB
992 LB
27.05 N3
30.66 N3
7.19 N2
25.38 N2
75.04 N4
111.15 N4
May 11, 2009
Ernest & Melina Sagiyan
13714 42 Ave S
Tukwila, WA 98168
RE: Request for Extensions
Development Permit No D08 -492
Sagiyan Deck Cover
Dear Mr. & Mrs. Sagiyan,
This letter is in response to your written request for an extension to Permit Number D08 -492.
The Building Official has reviewed your letter and considered your request to extend the above
referenced permit. The City of Tukwila Building Division will be extending your permit an
additional 180 days from the date of expiration, through November 21, 2009.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
ifer Marshall
it Technician
File: Permit No. D08 -492
Department of Community Development
P:\Permit Center\Extension Letters\Permits\2008\D08 -492 Permit Extension.doc
jem
Jim Haggerton, Mayor
Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
04 -02 -2009
ERNEST AND MELINA SAGIYAN
13714 42 AV S
TUKWILA WA 98168
RE: Permit No. D08 -492
13714 42 AV S TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
CityofTiv: H'la
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
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 05/25/2009 , 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.
Sincerely,
I D‘ ALQ C— CfLAAN) 1)-
Bill Rambo
Permit Technician
xc: Permit File No. D08 -492
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
r
April 30, 2009
To whom this may concern:
We would like to request for extension on our current permit number D08 -492 located at 13714 42
Ave South Tukwila WA 98168. The reason for the extension has to do with my husband's health and
constant admissions into the ER relating to gallbladder attacks. Furthermore, on April 16, 2009 my
spouse was taken into the ER once again and admitted into the First Hill Hospital and it was determined
by his physician that a laparoscopic cholecystectomy needs to be done. The surgery is scheduled for May
22, 2009 and he would need to take a few weeks to recuperate afterwards. Attached is the proof of the
date and time for the surgery scheduled May 22, 2009.
On a different note we have not received approval from our homeowners association to begin the
project and we are afraid with the current health conditions of my husband and the permit expiration
we will not have enough time to complete this project.
If you should have further questions about this letter, please call us at 206.242.0644
We thank you,
Ernest and Melina Sagiyan
13714 42nd Ave South Tukwila, WA 98168
206.242.0644 home
206.715.0322 mobile
206.242.8886 fax
l(21
5A4 it lut
RECEIVED
MAY 05 2009
DE VE L OPgdE NT
tlo Igo did
06/e0$
•
www.swedish.org
SWEDISH PHYSICIAN DIVISION
Michael G. Florence, MD
Fellow of American
College of Surgeons
SPD General Surgery
1221 Madison Street
Suite #141 1
Seattle, WA 98104
Tel: (206) 386 -6700
Fax: (206) 386 -6706
Toll Free: (800) 845 -0535
;enter. We look
y best of care.
itire experience
• ;,. v .. .. a I. ✓ VV LLL1J11 10 111 L V l l y respect.
To help us do that, there are a number of things you
will need to know and do to prepare for your surgery.
Please take the following steps:
1. Read this handout carefully and pay particular
attention to the pre- operative diet and medication
instructions.
2. Call the phone number (see below) to make an
appointment to talk with a pre- admission nurse
at the campus where you will have your surgery.
The nurse will complete your hospital record,
tell you what to expect and answer any questions
you may have.
3. If this packet contains a registration form,
complete and return it in the enclosed prepaid
envelope or fax it to the appropriate campus.
You may also be contacted by a registrar.
4. Call the financial office (see below), if you have
questions about insurance or costs for the surgery.
For more information, visit www.swedish.org under
"surgical services" or "for patients."
\/, SWEDISH
Ballard Campus Cherry Hill Campus
Phone: 206 -781 -6245 206 - 320 -4116
Fax: 206 - 781 -6110 206 - 320 -3152
Financial: 206 - 781 -6225 206 - 320 -5015
First Hill Campus - Main Hospital
and Orthopedic Institute
206- 386 -2997
206 -215 -2424
206 - 215 -2310
You are scheduled to have surgery at:
❑ Ballard Campus
❑ Cherry Hill Campus
n First Hill Campus - Main Hospital
❑ First Hill Campus - Orthopedic Institute
Pre - Admission Center:
Monday- Friday, 9 a.m. -5 p.m.
Pre - Admission Appointment
Date:
Time:
Please have all of your current medicine
containers with you for this appointment.
Surgery Appointment
Your surgeon's office will give you the date
and time to arrive at the hospital.
Date: S(
Time: tpavvi va--C
(SLLVDe-4v0 ID - 7, U avv0
A map with directions and parking is included
in this packet. Check -in for Pre - Admission and
Surgery is at Patient Registration.
ACTIVITY NUMBER: D08 - 492 DATE: 11 -12 -08
PROJECT NAME: SAGIYAN DECK COVER
SITE ADDRESS: 13714 42 AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
0
Build g Divisio
F ork s n I' OD
CL(,/ INATION OF
COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
REVIEWER'S INITIALS:
• PERMIT COORD COPP
PLAN REVIEW /ROUTING SLIP
Structural
APPROVALS OR CORRECTIONS:
Approved E Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
/1, ,11
Fire Prevention
Incomplete ❑
, i -6 4 Plarining Division
❑ Permit Coordinator ❑
DUE DATE: 11-13-08
Not Applicable
Permit Center Use•Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required ❑
DATE:
DUE DATE: 12-11-08
Not Approved (attach comments) ❑
DATE:
Permit Center Use.Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -367o FAX (206) 431-3665
E - mail: tukplanPci.tukwila.wa.us
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
STATE OF WASHINGTON)
COUNTY OF KING )
•
ss.
C/e/VES i- -s'' C / � ' 4 y , states as follows:
[please print]
1. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with
the State of Washington. The exceptions to this requirement are stated under Section 18.27.090
of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit.
I have read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or
that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirement of RCW
18.27.090, I consider the work authorized under this permit to be exempt under No. 1 , and
will therefore not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the
construction of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any
decision to engage an unregistered contractor to perform construction work.
Owner /Owner's Agen
Permit Center /Building Division
206 431 -3670
Public Works Department
206 433 -0179
Planning Division
206 431 -3670
PERMIT NO: POI) -4 412
Signed
� and sworn
�l,before me this
9 L day of NOV Il , 20DS.
NOTARY PUBLIC in and for the State of Washington
Residing at
1/t
, County
Name as commissioned: Eu,s02..y)i&ock.
My commission expires: i 0 j �' f 1
18.27.090 Exemptions. The registration provisions of this chapter do not apply to:
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when any
of the above work is performed by a registered
contractor;
1. An authorized representative of the United States
government, the state of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their
own business;
4. Any construction, repair, or operation incidental to
the discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale of any finished products, materials, or
articles of merchandise that are not fabricated into and
do not become a part of a structure under the common
law of fixtures;
6. Any construction, alteration, improvement, or repair
of personal property performed by the registered or
legal owner, or by a mobile /manufactured home retail
dealer or manufacturer licensed under chapter 46.70
RCW who shall warranty service and repairs under
chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies,
or equipment without fabricating them into, or
consuming them in the performance of, the work of the
contractor;
9. Any work or operation on one undertaldng or project
by one or more contracts, the aggregate contract price
of which for labor and materials and all other items is
less than five hundred dollars, such work or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance wherein
the work or construction is only a part of a larger or
major operation, whether undertaken by the same or a
different contractor, or in which a division of the
operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or
that he or she is qualified to engage in the business of
contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
11. An owner who contracts for a project with a
registered contractor, except that this exemption shall
not deprive the owner of the protections of this chapter
against registered and unregistered contractors. The
exemption prescribed in this subsection does not apply
to a person who performs the activities of a contractor
for the purpose of leasing or selling improved property
he or she has owned for less than twelve months;
12. Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether
owned by him or her or not but this exemption shall not
apply to any person who performs the activities of a
contractor on his or her own property for the purpose of
selling, demolishing, or leasing the property;
13. An owner who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of
the state of Washington or licensed by a political
subdivision of the state of Washington while operating
within the boundaries of such political subdivision. The
exemption provided in this subsection is applicable only
when the person certified is operating within the scope
of his or her certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an
employee with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile /manufactured home dealer or
manufacturer who subcontracts the installation, set -up,
or repair work to actively registered contractors. This
exemption only applies to the installation, set -up, or
repair of the mobile /manufactured homes that were
manufactured or sold by the im'obile /manufactured
home dealer or manufacturer;
18. An entity who holds a`yalid electrical contractor's
license under chapter 19.28 RCW that employs a
certified journeyman electrician, a certifiect'residential
specialty electrician, or an electrical trainee meeting the
requirements of chapteri9.28 RCW to.perform
plumbing work that is incidentally, directly, and
immediately appropriate to the like -in -kind
replacement of a household appliance or other small
household utilization equipment that requires limited
electric power and limited waste and /or water
connections. An electrical trainee must be supervised by
a certified electrician while performing plumbing work.
12'- 1 1/4"
FOUNDATIO
1 /8" = 1'_0"
/)) n .,sP o^ (v r rL 1 j J
Tke_ o t.,_)". k ars � t 'ec"e-ti AO I CAD As b% rd of
5 I a v GL - ! : 1/-105(s F 'J-
r° a IG v J d 0 ^c . s \ 4A-fr) 21
I I I
EXIST. POST AND
FOOTING
I I
r
171
i
12' -51/4"
L
E
--J
a
1' -4"
6X6 POST
\
U I r
WOOD STAIR
O)
r ,
io 0 N
0
RECEIVED
CITY OF TUKVUILA
PERMIT CENTER
PREPARED FOR
ERNEST AND
MEL SAGIYAN
st t: 1f
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296 -2993
info@b2engineers.com
Project Contact:
Principal: BASRI
Engineer: eASRI
EXTERIOR DECK
DESIGN
13714 42ND AVE SOUTH
SEATTLE, WA 98168
PROJECT DATE: OCT 2008
DRAWING SIZE 11 "X17"
ISSUE DATE 10127!08
ISSUED FOR PERAUT
PROJECT NO. 29
DESIGNER BASRI
REVISION SCHEDULE
DATE J DESCRIPTION
RENDERING
AND PLANS
S =2
Copyright b2 Engineers 2008
' CODE: INTERNATIONAL BUILDING CODE (IBC) 2006
LOADINGS
FLOOR LIVE LOA
ROOF LIVE LOAD
WIND CRITERIA
BASIC WIND SPEED
WIND EXPOSURE
WIND IMPORTANCE FACTOR, I
SEISMIC CRITERIA
SEISMIC USE GROUP
SPACTRAL RESPONSE COEFFICIENT, Sds ....
SPECTRAL RESPONSE COEFFICIENT, Sd1 ....
SEISMIC SITE CLASS
SEISMIC DESIGN CATEGORY
GENERAL CONDITIONS
FUL COPY
Permit No. 0$
Date:
40 PSF
D
Mar revistvFapproval Is subject to errors and amiss!
o S RA DE
Approval of construction documents does not authorize
the violation of any adopted code or ordinary. Receipt
o+ approves ld Copy and conditions is : +a • ; Ae BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE
' OF THE MEMBER. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST
By 1.0 E/1iLta�T 'rc�,.' �,� WOOD.
0.8
0.4
D
D
/ / /ZG /e 8
City of Tukwila
BUILDING DIVISION
STRUCTURAL SYSTEM
WOOD FRAMED DECK WITH KNEE BRACE. KNEE BRACE IS UNDER CATEGORY OF LATERAL
SYSTEM IS NOT SPECIFICALLY DETAILED FOR SEISMIC FORCES
1. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP
ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE
WITH THE.PROVISIONS OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS
REFERENCED THEREIN.
2. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE
STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE
PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK.
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON
THESE DRAWINGS.
5. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE
PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
SUCH ITEM. UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
SUBMIT THREE SETS OF PRINTS FOR REVIEW PRIOR TO FABRICATION FOR TH FOLLOWING
1. WOOD TRUSSES AND DESIGN CALCULATION
2. CONCRETE REINFORCING STEEL
CONCRETE
CONCRETE STRENGTH OF 2500 PSI MINIMUM WITH WATER CEMENT RATIO OF 0.55 MAX.
DIMENSIONAL LUMBER
1. MEET REQUIREMENTS•OF PS 20 -70 AND NATIONAL GRADING RULES FOR SOFTWOOD
DIMENSIONAL LUMBER. BEAR STAMP OF WWPA.
DIMENSION LUMBER (CONT.)
2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3 X DF STUD GRADE WALL PLATES, 2X, 3X DF STANDARD
JOISTS, 2 X 6'
BEAMS, HEADERS, 6X
POSTS, 4X, 6X
4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON
FOUNDATIONS SHALL BE PRESSURE - TREATED DOUGLAS FIR. ALL BEARING WALL PLATES SHALL HAVE 3/4"
fd ANCHOR BOLTS PLACED A MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN
ON THE SHEARWALL SCHEDULE OR MAX. 4' -0" OC SPACING. PROVIDE 2" X 2" X 3/16" PLATE WASHERS AT
ALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL.
5. NAILS: COMMON WIRE NAILS. NAILING SCHEDULE AND SIZES SHALL BE IN ACCORDANCE WITH IBC TABLE
2304.9.1.
6. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153
OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED
GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316
STAINLESS STEEL SIMPSON Z -MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS
USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS)
7. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -DRY" AND SHALL
HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT.
LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -
GREEN" AND AIR- DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN
FRAMING THE STRUCTURE.
8. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER OF RECORD
STRUCTURAL PANEUSHEATHING
1. PLYWOOD SHEATHING SHALL APA RATED SHEATHING. NO SUBSTITUTE IS ALLOWED WITHOUT
4. THE CONTRACTOR SHALL. IMMEDIATELY NOTIFY THE ARCHITECT AND /OR THE STRUCTURAL STRUCTURAL ENGINEER'S APPROVAL. PLYWOOD FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH
ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF TO FACE OF SHEATHING. NO COUNTERSINKING PERMITTED
THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
2. PANEL JOINT SHALL OCCUR ON THE JOINT OF DOUBLE STUDS WHEN THESE STUDS ARE NAILED WITH 16d
SINKER NAILS AT 4" O.C. PANEL JOINT SHALL MAINTAIN A 1/8 INCH SEPARATION BETWEEN PANELS FOR
EXPANSION. PANELS MAY BE ORIENTED HORIZONTALLY OR VERTICALLY
FOUNDATION tV V � WOOD STRUCTURAL CONNECTIONS
�t� �tt� ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, HOLDOWNS, ETC., SHALL BE AS
1. ASSUMED FOOTING BEARING PRESSURE: 1500 PSF C CO�pI. r �` MANUFACTURED BY SIMPSON STRONG -TIE COMP • e ' • . -_ • • ; • : LL EXT ERIOR
LATERAL EARTH PRESSURE ON RETAINING WALLS ODG ® CONNECTORS SHALL BE GALVANIZED. REVISIONS
FOR UNRESTRAINED WALLS N/A C ���
��� No changes shall be made to the scope
FOR RESTRAINED WALLS N/A 1�t6 of work without prior approval of
SHOP DRAWINGS AND SUBMITTAL v Tukwila Building Division.
rxprRES MrA•S/,
DF #2
DF #2
DF #2 U.N.O
JOISTS, 2 X 8 AND UP DF #2
BEAMS, HEADERS, 4X DF #2, WWPA GRADING
LUMBER NOT NOTED HERE... DF #2
Grand total: 4
POS
PREPARED FOR
ERNEST AND
MEL SAGIYAN
S -1
b.2
sfruciur l-
engineers
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296 -2993
info@b2engineers.com
Project Contact
Principal: air
Engineer: Der
EXTERIOR DECK
DESIGN
13714 42ND AVE SOUTH
SEATTLE, WA 98168
PROJECT DATE: ocr 2oa8
DRAWING SIZE 11"X17"
ISSUE DATE 1o127"
ISSUED FOR PERMIT
PROJECT NO. oI329
DESIGNER Desire
O. I DATE
REVISION SCHEDULE
GENERAL
NOTES
DESCRIPTION
RECEIVED
CITY OF TUKWILA
NOV 12 2008
PERMIT CENTER
Copyright b2 Engineers 2008
and i t�nal plan review
fees
ISSUE-1:7K
E
SHEET NUMBER
SHEET NAME
S -1
GENERAL NOTES
10/27/08
S -2
RENDERING AND PLANS
10/27/08
S -3
PLANS AND SECTIONS
10/27/08
S-4
DETAILS
10/27/08
' CODE: INTERNATIONAL BUILDING CODE (IBC) 2006
LOADINGS
FLOOR LIVE LOA
ROOF LIVE LOAD
WIND CRITERIA
BASIC WIND SPEED
WIND EXPOSURE
WIND IMPORTANCE FACTOR, I
SEISMIC CRITERIA
SEISMIC USE GROUP
SPACTRAL RESPONSE COEFFICIENT, Sds ....
SPECTRAL RESPONSE COEFFICIENT, Sd1 ....
SEISMIC SITE CLASS
SEISMIC DESIGN CATEGORY
GENERAL CONDITIONS
FUL COPY
Permit No. 0$
Date:
40 PSF
D
Mar revistvFapproval Is subject to errors and amiss!
o S RA DE
Approval of construction documents does not authorize
the violation of any adopted code or ordinary. Receipt
o+ approves ld Copy and conditions is : +a • ; Ae BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE
' OF THE MEMBER. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST
By 1.0 E/1iLta�T 'rc�,.' �,� WOOD.
0.8
0.4
D
D
/ / /ZG /e 8
City of Tukwila
BUILDING DIVISION
STRUCTURAL SYSTEM
WOOD FRAMED DECK WITH KNEE BRACE. KNEE BRACE IS UNDER CATEGORY OF LATERAL
SYSTEM IS NOT SPECIFICALLY DETAILED FOR SEISMIC FORCES
1. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP
ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE
WITH THE.PROVISIONS OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS
REFERENCED THEREIN.
2. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE
STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE
PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK.
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON
THESE DRAWINGS.
5. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE
PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
SUCH ITEM. UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
SUBMIT THREE SETS OF PRINTS FOR REVIEW PRIOR TO FABRICATION FOR TH FOLLOWING
1. WOOD TRUSSES AND DESIGN CALCULATION
2. CONCRETE REINFORCING STEEL
CONCRETE
CONCRETE STRENGTH OF 2500 PSI MINIMUM WITH WATER CEMENT RATIO OF 0.55 MAX.
DIMENSIONAL LUMBER
1. MEET REQUIREMENTS•OF PS 20 -70 AND NATIONAL GRADING RULES FOR SOFTWOOD
DIMENSIONAL LUMBER. BEAR STAMP OF WWPA.
DIMENSION LUMBER (CONT.)
2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3 X DF STUD GRADE WALL PLATES, 2X, 3X DF STANDARD
JOISTS, 2 X 6'
BEAMS, HEADERS, 6X
POSTS, 4X, 6X
4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON
FOUNDATIONS SHALL BE PRESSURE - TREATED DOUGLAS FIR. ALL BEARING WALL PLATES SHALL HAVE 3/4"
fd ANCHOR BOLTS PLACED A MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN
ON THE SHEARWALL SCHEDULE OR MAX. 4' -0" OC SPACING. PROVIDE 2" X 2" X 3/16" PLATE WASHERS AT
ALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL.
5. NAILS: COMMON WIRE NAILS. NAILING SCHEDULE AND SIZES SHALL BE IN ACCORDANCE WITH IBC TABLE
2304.9.1.
6. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153
OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED
GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER SQ FT MINIMUM) OR TYPE 304 / 316
STAINLESS STEEL SIMPSON Z -MAX CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS
USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS)
7. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -DRY" AND SHALL
HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT.
LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -
GREEN" AND AIR- DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN
FRAMING THE STRUCTURE.
8. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER OF RECORD
STRUCTURAL PANEUSHEATHING
1. PLYWOOD SHEATHING SHALL APA RATED SHEATHING. NO SUBSTITUTE IS ALLOWED WITHOUT
4. THE CONTRACTOR SHALL. IMMEDIATELY NOTIFY THE ARCHITECT AND /OR THE STRUCTURAL STRUCTURAL ENGINEER'S APPROVAL. PLYWOOD FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH
ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF TO FACE OF SHEATHING. NO COUNTERSINKING PERMITTED
THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
2. PANEL JOINT SHALL OCCUR ON THE JOINT OF DOUBLE STUDS WHEN THESE STUDS ARE NAILED WITH 16d
SINKER NAILS AT 4" O.C. PANEL JOINT SHALL MAINTAIN A 1/8 INCH SEPARATION BETWEEN PANELS FOR
EXPANSION. PANELS MAY BE ORIENTED HORIZONTALLY OR VERTICALLY
FOUNDATION tV V � WOOD STRUCTURAL CONNECTIONS
�t� �tt� ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, HOLDOWNS, ETC., SHALL BE AS
1. ASSUMED FOOTING BEARING PRESSURE: 1500 PSF C CO�pI. r �` MANUFACTURED BY SIMPSON STRONG -TIE COMP • e ' • . -_ • • ; • : LL EXT ERIOR
LATERAL EARTH PRESSURE ON RETAINING WALLS ODG ® CONNECTORS SHALL BE GALVANIZED. REVISIONS
FOR UNRESTRAINED WALLS N/A C ���
��� No changes shall be made to the scope
FOR RESTRAINED WALLS N/A 1�t6 of work without prior approval of
SHOP DRAWINGS AND SUBMITTAL v Tukwila Building Division.
rxprRES MrA•S/,
DF #2
DF #2
DF #2 U.N.O
JOISTS, 2 X 8 AND UP DF #2
BEAMS, HEADERS, 4X DF #2, WWPA GRADING
LUMBER NOT NOTED HERE... DF #2
Grand total: 4
POS
PREPARED FOR
ERNEST AND
MEL SAGIYAN
S -1
b.2
sfruciur l-
engineers
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296 -2993
info@b2engineers.com
Project Contact
Principal: air
Engineer: Der
EXTERIOR DECK
DESIGN
13714 42ND AVE SOUTH
SEATTLE, WA 98168
PROJECT DATE: ocr 2oa8
DRAWING SIZE 11"X17"
ISSUE DATE 1o127"
ISSUED FOR PERMIT
PROJECT NO. oI329
DESIGNER Desire
O. I DATE
REVISION SCHEDULE
GENERAL
NOTES
DESCRIPTION
RECEIVED
CITY OF TUKWILA
NOV 12 2008
PERMIT CENTER
Copyright b2 Engineers 2008
O RENDERING
O FOUNDATION
1/8 = 1'-0"
EXIST. POST AND
FOOTING
17 -11/4"
°
1 °1
RECEIVED
CITY OF TUKWI A
NOV 12 2008
PERMIT CENTER
KtV1tvVtu rut<
DE COMPLIANCE
APPROVED
NOV 2 5 2008
City Of Tukwila
BU ItDIN�DMSI
ON
PREPARED FOR
ERNEST AND
MEL SAGIYAN
b2
strucfurul
ergine:'is
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296 -2993
info@b2engineers,com
Proiect Contact:
Principal: eAsRi
Engineer: I ASRI
EXTERIOR DECK
DESIGN
13714 42ND AVE SOUTH
SEATTLE, WA 98168
PROJECT DATE: ccT 2008
DRAWING SIZE 11717"
ISSUE DATE x
ISSUED FOR PERMIT
PROJECT NO. °
DESIGNER
SAM
REVISION SCHEDULE
NO. I DATE I DESCRIPTION
RENDERING
AND PLANS
S -2
Copyright b2 Engineers 2008
-s
® MAIN FLOOR
1/8" = 1' -0"
‘-=1 CROSS SECTION
1/8" = 1' -0"
4
S - 3
OOF FRAMING
12' -0"
MAIN FLOOR
0' -0"
FOUNDATIO
-5' - 7 1/2"
1
0
7/16" APA PLYWOOD ROOF SHEATHING
WITH 8d AT 6" EDGE NAILING AND 8d AT
12" FIELD NAILING
1
4X8 BEAM (TYP.)
2X8 AT 24" (TYP.)
S -3
2X8 BLOCKING
(3 PLACES)
ROOF FRAMING
1/8" = 1' -0"
® FRONT ELEVATION
1/8" = V-0"
IEEE
ROOF FRAMING
MAIN FLOOR
0' -0" Ar
FOUNDATIO
-5' - 7 1/2"
tVLtavtu ruff
CODE COMPLIANCE
APPROVED
NOV 2 5 2008
12' -0"
City Of Tukwila
B IILDIN DIVISION
LELA "'"'J Zf awl
1
1
PREPARED FOR
ERNEST AND
MEL SAGIYAN
O.
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296 -2993
info@b2engineers.com
Project Contact:
Principal: aosRI
Engineer: easw
RECEIVED
CITY OF TUKWILA
NOV 12 2008
PERMIT CENTER
EXTERIOR DECK
DESIGN
13714 42ND AVE. SOUTH
SEATTLE, WA 98168
strucl i•(di
engineers
PROJECT DATE: OCT zoos
DRAWING SIZE 11"X17"
ISSUE DATE 10127/08
ISSUED FOR SIT
PROJECT NO. 0829
DESIGNER
S -3
DATE
aASRI
REVISION SCHEDULE
PLANS AND
SECTIONS
DESCRIPTION
Copyright b2 Engineers 2008
CC
J
O FOOTING 1
3/4" = 1'-0"
JOIST PER
PLAN
H2.5 CLIP
AT EACH
JOIST
1 ' -4 "
POST PER PLAN
' - 3" OFFSET
CB66 POST BASE
0
FOUNDATION
-5' -71/2"
(2)#4 E.W.
PLYWOOD DECK WITH
COMPOSITION ROOF AND
15 LB FELT (PER BUILDING
DESIGNER/OWNER)
2X BLOCKING
BEAM PER PLAN
CCQ46
COLUMN CAP
POST PER PLAN
® BEAM AND RAFTER CONNECTION
3/4" =
CC
—J
U
ih
® FOOTING 2
3/4 = 1
POST PER PLAN
CB66
POST BASE
FOUNDATION
-5' -71/2"
(2) #4 E.W.
4X4 KNEE
BRACE
5/8" GALV.
LAG SCREW
® UPPER BRACE DETAIL
1/2" = 1' -0"
® JOIST DECK CONNECTION
3/4" = 1 0
LUS24 JOIST
HANGER (TYP.)
JOIST PER PLAN
4 "MAX
MAIN FLOOR
_AL
MAIN FLOOR
HU48 HANGER
POST PER PLAN
— 5/8" GALV. LAG SCREW
ti
® LOWER BRACE DETAIL
3/4" = 1-0"
0' -0"
O
(V
® LEDGER DETAIL
3/4 = 1 0
PROVIDE WATERPROOFING
AT ROOF JOINT (TYP.)
EDGE NAILING PER PLAN
(2) 3/8" GALV. LAG
SCREWS
AT EACH EXIST. STUD
(MAX. 16" O.C.)
12'-0"
LSSU28
JOIST HANGER (TYP.)
2X8 PT LEDGER
Kt!llttltltU I'UK
CODE COMPLIANCE
APPROVED
NOV 2 5 2008
City Of Tukwila i
BUILDING DIVISION
CITY OF TUKWILA
NOV i 2 2008 1
PERMIT CENTER M
U
PREPARED FOR
ERNEST AND
MEL SAGIYAN
b2
strucfural
engineers
www.b2engineers.com
7516 NE 153rd Place
Kenmore, WA 98028
(425) 296-2993
info@b2engineers.com
Proiect Contact:
Principal: BASRI
Engineer eASRI
EXTERIOR DECK
DESIGN
13714 42ND AVE SOUTH
SEATTLE, WA 98168
PROJECT DATE: xi zoo8
DRAWING SIZE 11717"
ISSUE DATE /WV
ISSUED FOR PERNOT
PROJECT NO. o
DESIGNER
BASRI
REVISION SCHEDULE
NO. i DATE DESCRIPTION
DETAILS
S-4
Copyright b2 Engineers 2008
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AS -•U I LT BECK PRAM I N6 PLAN
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w
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2665. 66 660T-
6
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60.160 TO 66 ST'26 4 •• 00646
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4 ! ...5 it ;
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LEDGER DETAIL
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2.p PT. L22624
EDGER ELEVATION
60.6. -G. 116 -
4076 0 1 6.6' L46 BOLT
665.44 *050.!4+• • 6 Rc.
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6.6304 LOS2e Jb5T 6 6604
KtVItWtU rUK
CODE COMPLIANCE
APPROVED
NOV 2 5 2008
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 1,2 2008
PERMIT CENTER
P _4. D MENS!O \5 ARC BASED ON 0 1' , &_ F.ELD
MEASu¢ ENT5 AND 56+OVLD SE VE¢ °;ED BEFORB
CONSTQJGTIO\ BEG-N5.
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Graphics.
71242 NE 40th Shut
BCNermc, WA 98005
425 -896 -3079
i
p,
vim]
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SHEET TITLE: SITE PLAN, AS -BUILT DECK
FRAMING di NEW PORCH ROOF
A New Deck for:
Melina & Ernest Sagiyan
1371 42nd Avenue S.
Tukwila, Washington 98168
PROJECT NUMBER:,
23004
I dO 1 -
:LSSHS
ISSUED 07 -28-03
REVISED 09
gi
1111 ° li
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Ii 'i1
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atijij
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2665. 66 660T-
6
2.6'4[35. 6622 4.0624
60.160 TO 66 ST'26 4 •• 00646
M 16 4.46 60.75 6 4624
4 ! ...5 it ;
2k 7 1056 n TO .10675 AT SD
21216 OM Or 004
TO 62 62 6
70*4. -r 7400 46.6
64.004. 665-
El
• .665 ro 6E6•*
266602 620 EA 2D2
0 (26
�b 500 0'
ro 4 06' N 6 606+
7 05' 0A :626064;
O AS -13U I LT .DECK
2,2660T
co2c P*D
N 6E0606 066 6 0ST
6665 11661 ----
63204.7 70.0.66T
4600 6I. -
2.* D26626
LEDGER DETAIL
6G - . -
2.p PT. L22624
EDGER ELEVATION
60.6. -G. 116 -
4076 0 1 6.6' L46 BOLT
665.44 *050.!4+• • 6 Rc.
6
P T 275 2664 .0-r
* TO • T 406E4 6J
6.6304 LOS2e Jb5T 6 6604
KtVItWtU rUK
CODE COMPLIANCE
APPROVED
NOV 2 5 2008
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NOV 1,2 2008
PERMIT CENTER
P _4. D MENS!O \5 ARC BASED ON 0 1' , &_ F.ELD
MEASu¢ ENT5 AND 56+OVLD SE VE¢ °;ED BEFORB
CONSTQJGTIO\ BEG-N5.
1022222425966-0.26 -: .4.. —
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