HomeMy WebLinkAboutPermit D07-097 - WYMAN AND ADAMS RESIDENCE - WALLSWYMAN & ADAMS
RESIDENCE
4920 S 107 ST
D07 -097
Parcel No.: 5476800201
Address: 4920 S 107 ST TUKW
Suite No:
City of Tukwila
Tenant:
Name: WYMAN & ADAMS RESIDENCE
Address: 4920 S 107 ST , TUKWILA WA
Contact Person:
Name: ROBERT WYMAN
Address: 4920 S 107 ST , TUKWILA WA 98178
Phone: 206 612 -5504
doc: IBC -10/06
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: httn: / /www.ci.tukwila.wa.us
Owner:
Name: WYMAN ROBERT +BRANDI ADAMS
Address: 4920 S 107TH ST , TUKWILA WA 98178 -2022
Phone:
Contractor:
Name: BRIGHT STREET CONSTRUCTION INC
Address: PO BOX 17373 , SEATTLE WA 98127
Phone: 206 782 -0153
Contractor License No: BRIGHTSC992R8
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D07 -097
Issue Date: 04/17/2007
Permit Expires On: 10/14/2007
Expiration Date: 12/28/2007
DESCRIPTION OF WORK:
REMODEL: REMOVING WALL BETWEEN TWO ROOMS AND ADDING A WALL IN SECOND ROOM.
Steven M. Mullet, Mayor
Steve Lancaster, Director
Value of Construction: $12,000.00 Fees Collected: $432.35
Type of Fire Protection: NONE International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC: 0022
D07 -097 Printed: 04 -17 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D07 - 097
Issue Date: 04/17/2007
Permit Expires On: 10/14/2007
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End 'lime:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End 'lime:
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 Signatur
I hereby certify that I have read an
governing this work will be compile
Print Name:
N
1 .1 �ll.�'
'eprrxrck L� c
Date: nt,` lam'
Steven M. Mullet, Mayor
Steve Lancaster, Director
this permit and know the same to be true and correct. All provisions of law and ordinances
ether 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 rforman e o wor am authorized to sign and obtain this development permit.
Signature: .�.vh ( Date: if ( 7
� I o
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.
doc: IBC-10/06 D07 -097 Printed: 04 -17 -2007
Parcel No.: 5476800201
Address:
Suite No:
Tenant:
4920 S 107 ST TUKW
WYMAN & ADAMS RESIDENCE
1: ** *BUILDING DEPARTMENT COND1TiONS * **
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
PERMIT CONDITIONS
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -097
ISSUED
03/22/2007
04/17/2007
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: 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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: Cond -10/06 007 -097 Printed: 04 -17 -2007
Signature:
Print Name:
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.
c(64.--
8,rovIr( ■ I- Ado'
Date:
doc: Cond -10/06 D07 -097 Printed: 04 -17 -2007
Name: v2 o kl y v►��v`
Mailing Address: S & a- s
Company Name:
Company Name:
Mailing Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Q:ApplicationsWomwApplications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:/lwww.ci.tukwila.wa.us
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office 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 **
' l t King Co Assessor's Tax No.: c'7 lig0 Of
Site Address: ug 2t/ 5 - l 7 Suite Number:
Floor:
Tenant Name: New Tenant: ❑ Yes ❑ ..No
Property Owners Name: As ot & c t 1 ra.4i tizbwri s
Mailing Address: I Cf 22 S. 14, 7 •-' h (C W J '.
CONTACT PERSON - who do we contact when your permit is ready to be issued
E -Mail Address: W p 64 e►1cb.r i 0 "3
City
Day Telephone: ( l4' f Z — Ss-O
City \\ State Zip
Fax Number: � D) WC) ' 3° ,10
a GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
(t,vvk " Br kvis`f t CAn S'Frw `f f'6
Mailing Address: T- b '
Contact Person: V11
E -Mail Address: yy�� r
Contractor Registration Number: 5 t - A 17 4 GJC/ 1 12- MI
Contact Person:
E -Mail Address:
khj x $1
State Zip
c oc 117) — 3 S -e.,-.— 1 M- G 18 - I 2 -7
{— City State Zip
—
,1 OL S I& ^ j_ Day Telephone 6 )> 9 1- .2.%". 1 Z
Fax Number:
Expiration Date:
42.1Z$
1 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
State
Zip
City
Day Telephone:
Fax Number:
ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record
5I rt4,t t., Est ; r - 9A) k5 LL e
l ' - `
2 '1" /4- ✓c— , S i.�.r - 1 1
Wl City State Zip
1 c[� 15 Day Telephone: Zo lo) 12�" 4 /7 1 -1 4 4
Fax Number: 2-ela 28 &43
Page 1 of 6
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ / 2, a • Existing Building Valuation: $ 3 61610
Scope of Work (please provide detailed information): V1-4v1 J I.J -i-.. Lt..4-w -& v� ) O r -v1.-
ctr - k c ,Lck .t.-- Ww � l ,-- Z " ( (-- ad •- . Vl-e- E- c* N'I-k. try, 1 s i r e"---
1 m -- .c.,r an-J-- 2 "jl r c9-0 „ --- SO-sr/L. l 1�.-
Will there be new rack storage? ❑ Yes [No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm [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
Et On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:Vpplicuions\Forms- Applications On line n -2006 - Permit Application.doc
Revised: 9-2006
bh
Compact: Handicap:
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
:Type of .. ;
Construction per
' I,Btio
. TYPe.of
-- Occupancy per
I.BC.=:
PI Floor
�1
1 / / D C) 't'T _
V 1>
2- .
2° Floor
3 Floor
Floors thru
Basement
f
/ sO i
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ / 2, a • Existing Building Valuation: $ 3 61610
Scope of Work (please provide detailed information): V1-4v1 J I.J -i-.. Lt..4-w -& v� ) O r -v1.-
ctr - k c ,Lck .t.-- Ww � l ,-- Z " ( (-- ad •- . Vl-e- E- c* N'I-k. try, 1 s i r e"---
1 m -- .c.,r an-J-- 2 "jl r c9-0 „ --- SO-sr/L. l 1�.-
Will there be new rack storage? ❑ Yes [No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ Yes No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm [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
Et On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:Vpplicuions\Forms- Applications On line n -2006 - Permit Application.doc
Revised: 9-2006
bh
Compact: Handicap:
Page 2 of 6
I 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.
Print Name:
Mailing Address:
bh
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 O R OR AUTO D AG
Signature: 7/4_7
Date Application Accepted:
149,2D s /o - T—
Q:Upplicuions\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
Date: Z 2- /D -7
Day Telephone: ( 24 6) ca(z " SSO K
Oft- 9717Y
City State Zip
Date Application Expires:
Staff Initials:
Page 6 of 6
Receipt No.: R07 -00593
Payee: BRANDI L ADAMS
ACCOUNT ITEM LIST:
Description
BUILDING - RES
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
RECEIPT
Parcel No.: 5476800201 Permit Number: D07 -097
Address: 4920 S 107 ST TUKW Status: APPROVED
Suite No: Applied Date: 03/22 /2007
Applicant: WYMAN & ADAMS RESIDENCE Issue Date:
Initials: JEM Payment Date: 04/17/2007 02:24 PM
User ID: 1165 Balance: 60.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 3508 263.80
Account Code Current Pmts
000/322.100 259.30
000/386.904 4.50
Total: $263.80
Payment Amount: 6263.80
7194 04/18 9710 TOTAL. 263.80
doc: Receiot -06 Printed: 04 -17 -2007
Receipt No.: R07 -00412
Initials: JEM
User ID: 1165
Payee: ROBERT D. WYMAN, JR.
ACCOUNT ITEM LIST:
Description
PLAN CHECK - RES
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
RECEIPT
Parcel No.: 5476800201 Permit Number: D07 -097
Address: 4920 S 107 ST TUKW Status: PENDING
Suite No: Applied Date: 03/22/2007
Applicant: WYMAN RESIDENCE Issue Date:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1331 168.55
Account Code Current Pmts
000/345.830 168.55
Total: $ 168.55
Payment Amount: $ 168.55
Payment Date: 03/22/2007 04:03 PM
Balance: $263.80
63 )7 013/23 )- 7-0 TOTAL ...
doc: Recefot -06 Printed: 03 -22 -2007
Project: i
6A/ tiny A N/� //1
Type osQection:
/4's7
U
Address(
Z /q20 S /6 7s
Date Called:
_
Special Instructions:
Date a d;�
7
.m.
Requester:
Inspe or:
INSPE +N NO.
COMMENTS:
INSPECTION RECORD
Retain a copy with permit
i i?a/ - ^;7 7 ( 1/ ~ / ,447 ( r7/--", '
Date j
3
00 REINSPECTION FE REQUIRED. Pr • r to inspection, fee must be
at 6300 Southcenter Blvd.. Suite 10 Call the schedule reinspection.
r ec It No.: 'Date:
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 0
Approved per applicable codes. Corrections required prior to approval.
t41111* ArefiaAtS '''_441,1/44101r '"Stall4e!!_cle'
Project: y
a�4 fk( S
Type of Inspection:
FR A-44 /NJ c
Add a
L1 2 0 S 1 O 64
Date Called:
Special Instructions:
`"t4 ake4D
Date Wanted: 5-- s
L I Z 6
Requester:
Phone 2 Nob -6/c -6 (((-)
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 0 t�
COMMENTS:
Ins
Approved per applicable codes. Corrections required prior to approval.
Date: ` d
� L 2�-- 7
ri .00 REINSPECTION F E REQUIRED. Pri ir to inspection, fee must be
p• id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
Date:
Project:
��H/v , 4( fc'e5
Type of Inspection:
i /enn /�6.
v
Addr ss:
/92C, s/0 25
Date Called:
Special Instructions:
l
�// //h1
�
Date Wanted:
7
a.m.
Requester:
Phone No:
INSPECTION RECORD ,1
Retain a copy with permit U4 7 7
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41- 670
Approved per applicable codes.
COMMENTS:
g 4 / / -,° 7/ / e
7 -- tJ 4 j d? ( // - e/ -
Corrections required prior to approval.
AA AJr'.f -( DatQ:i`
8.00 REINSPECTION F REQUIRED. Pri r to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100 Call to sechedule reinspection.
Receipt No.:
Date:
s hderule
engineering works, &
Project Engineer:
Owner:
Design Criteria:
Roof
Wind Speed:
1932 first avenue, suite 809
Andrew L. Herrick, P.E.
Mike Bledsoe, P.E.
Sliderule Engineering Works, LLC
1932 First Avenue Suite 809
Seattle, Washington 98101
(206) 728 -4844
Brandi Adams and Rob Wyman
4920 South 107 Street
Tukwila, Washington 98178
206 - 617 -6418
2003 International Building Code
Dead Load:
Live Load:
85 mph
Exposure B
NOTE: Calculations are for removing
a portion of a Toad- bearing wall, and
for the exterior deck.
15 psf
25 psf (snow)
SEPARATE Paw
f•CQUZRED FORT
tf Mechanical
Bectriud
dfronbtrp
nes Picthv ,
City of lbkwila
BUILDING DIVISION
seattle, washington
98101 -2498
BY
Date:
Floor
Seismic Criteria:
PEVISIONs
n3 cf: :CS shall be made to no cc^; o
c 7 without prior approrc9 c;
c ::vQa Building DivM_: on.
NOTE: Rovi : :cns WW require a new plan submittal
Add 3 X- I V V ElTi1DR1 ' fees.
4920 South 107 Street
Tukwila, Washington 98178
Project Number: 2007.9820.00
FILE OOP',
Permit No. J
Han review approval b eutlect tO OTois and wisdom
Approval of construction documents does not authoda
the violation cf any accepted axle or ordinance, Rftelp
CI approved l Copy and is acknowledged
SING DON
Dead Load:
Live Load:
D -2
R = 6.5 (shear walls)
Ss = 1.50, S1 = 0.52
Use: Simpson Strong -Tie Connectors per plans and details. Install per manufacturer's specification unless
noted otherwise.
All wood members exposed to weather or concrete shall be treated.
All metal connectors exposed to weather shall be galvanized.
All nails and /or bolts exposed to weather shall be galvanized.
A -307 bolts and lag bolts at connections and embedded anchor bolts, unless note
2x Lumber HF #2 KD Fb =1155 psi (min), E= 1,300,000 psi (min).
4x Lumber DF #2 Fb =1100 psi (min), E= 1,600,000 psi (min).
6x Lumber DF #1 Fb =1350 psi (min), E= 1,600,000 psi (min).
WIRES w23/ e 1 1
VEa
r. • OF TUKWILA
cJimiT MAR 2 2 20011 01'
,�C�aR
t= 206 + 728 + 4844 f(x) = 206 + 728 + 7643 w = sliderule.biz
15 psf
40 psf
REVIEWED FOR
ott-CODE COMPLIANCE
( d nprintIci)
MAR 2 8 2007
C
City Of Tukwila
BUILDING DIVISION
E&t FQM 4 ($5P )1- / Liz e
Zolsts — I o fPAN —
RCAA - 1 cf SUN S T¢($ —
LJ)
24v e(� � (Si p kftaL
to it g ( SFr Pizt"T"T)
QoSj ,t(AX 1D 9 x SS 2473 - ( NT CY(
?rule
engineering works, lk
4SSuLtE k5ob Sol L 0e6 c446{('ni
7iH 7s L : (1&
1 soa
M1tirMJ M
6 7Z 1,3 k1,3'
LEDGE R-1,44 ba j
S 17 = 7 -Cell
(( d NFL ^' (2-0 CAcr►
(713w) e g "crz. - 17.O K z» = 36 (fez- - t 7-1) >•2,75'
1932 first avenue, suite 809 seattle, washington 98101 -2498 what: 1 ‘ 1% ""k^' ��" who:
t = 206 + 728 + 4844 f(x) = 206 + 728 + 7643 w = sliderule.biz when: page:
deck beam
TJ- Beame6.25 Serial Numbe x"6;06213 5 1/2" x 7 1/2" 1.6E Solid Sawn Douglas Fir #1
Pa 1 Engine 6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business
PROJECT INFORMATION:
Wyman - Adams
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LIve /Dead /UpliftfTotal
1 Stud wall 3.50" 1.50" 900 / 382 / 0 / 1282 By Others None
2 Stud wall 3.50" 1.50" 900 / 382 / 0 / 1282 By Others None
!
$• ..
LOADS:.
Analysis Is for a Header (Flush Beam) Member. Tributary Load Width: 5'
Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead
Product Diagram Is Conceptual.
DESIGN CONTROLS;
Maximum Design Control Control Location
Shear (Ibs) 1234 -1021 4950 Passed (21 %) Rt. end Span 1 under Floor loading
Moment (Ft -Lbs) 2674 2674 5801 Passed (46 %) MID Span 1 under Floor loading
Live Load Defl (in) 0.082 0.289 Passed (U999 +) MID Span 1 under Floor loading
Total Load Defl (in) 0.117 0.433 Passed (L/890) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
OPERATOR INFORMATION:
Mike Bledsoe
Sliderule Eng. Works
411g::!1 ,
AWerrhaeusa Business
TJ -Beam ® 6.25 Serial Number: 7005106213
User: 2 3/13/2007 1:50:09 PM
Page 1 Engine Version: 6.25.71
SUPPORTS:
1 Stud wall
2 Stud wall
DESIGN CONTROLS;
Shear (Ibs)
Vertical Reaction (Ibs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
Input Bearing
Width Length
3.50" 1.50"
3.50" 1.50"
PROJECT INFORMATION:
Wyman - Adams
Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business
deck joists
1 1/2" x 9 1/4" 1.3E Solid Sawn Hem -Fir #2 @ 16" o/c
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Maximum Design Control
351 -289 1388
351 351 911
842 842 1917
0.079 0.319
0.108 0.479
b
LOADS:
Analysis is for a Joist Member.
Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead
Vertical Reactions (Ibs) Detail
Live/Dead/Uplift/Total
267/100
267/100/0/367
Control
Passed (21 %)
Passed (39 %)
Passed (44 %)
Passed (L/999 +)
Passed (U999 +)
10' `
Product Diagram is Conceptual.
Other
By Others - Rim 1 PIy 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL
By Others - Rim 1 PIy 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL
Location
Rt. end Span 1 under Floor loading
Bearing 2 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Allowable moment was increased for repetitive member usage.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 10' o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
ADDITIONAL NOTES.
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design Toads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
OPERATOR INFORMATION:
Mike Bledsoe
Sliderule Eng. Works
Typ Wood Column
E_
dx =
lex =
dy =
iey
Fc*
=
KcE _
C =
�It6�G
HF #2
1,600,000.00
5.5
132
5.5
132
1000
FcEx = 833
FcEy = 833
Cpx = 0.63
Cp = 0.63
F'c = 625
P max = 18906
Member Size
Wood Species
(psi)
strong axis total depth (inches)
strong axis length (inches)
weak axis total depth (inches)
weak axis length (inches)
tabulated compression design value
(parallel to grain) multiplied by all
applicable adjustment factors, except Cp
0.3 0.51 - 0.839 (COVE)
0.3 for visually graded lumber
0.384 for machine evaluated lumber (MEL)
0.418 for products with COVE < 0.11
0.8 0.8 for sawn lumber
0.85 for round timber piles
0.9 for glue laminated timber
KcE x E' / (lex/dx) (psi)
KcE x E' / (ley /dy) (psi)
strong axis govems
weak axis governs
(psi)
(Ibs)Pt` -"
:X' DES Pte;
/qi 2475*.
S: \Toolbox \Gravity\wood columns.xls 3/13/2007
twALL v , be pzvtsca)
(3o ti t To (ZE oQCNE'o ue
6P-A c r - A-99 4-19R '`' V sou "- 12 Mir -x \II C f 116 1,ti o Nt-{ —01
Eke DF
oR-
Oki o DF' z
eb ST.S W( -L OW- oA/ c∎
LA- TEP-AL ` SEE NE>7! PALS F`'°- Ur".r
- sf1eitf- C- k(A o(c
- ,pro NET I lL\R w W \aDoW \NFlu-E
Ekt 311 Kot -Do ','r
(1.0, w �
IF 24-' w -)
wi ?
hdr at new opening
TJ- Beam ®6.25 Serial Nu ber e 7o05 062 3 5 1/2" x 7 1/2" 1.6E Solid Sawn Douglas Fir #1
User: t 3/13/2007 i 6.25. 77
Pagel Engine Version: 6.25. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 012 Pool Slolte012
All dimensions are horizontal.
SUPPORTS:
Input Bearing
Width Length
1 Stud wall 3.50" 1.50"
2 Stud wall 3.50" 1.50"
DESIGN CONTROLS;
Maximum
2798
5362
Shear (Ibs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
PROJECT INFORMATION;
Wyman - Adams
Design Control
-2250 6188
5362 7251
0.113 0.256
0.183 0.383
Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business
1
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 18'
Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead
Vertical Reactions (Ibs) Detail
Live /Dead /Uplift/Total
1800/1119/0/2919
1800/1119/0/2919
d 0• •
Product Diagram Is Conceptual.
By Others
By Others
Control
Passed (36 %)
Passed (74 %)
Passed (L/814)
Passed (L/502)
Other
None
None
Location
Rt. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
- Analysis based on vertical Toads only and assumes structural supports as noted in the input. Axial Toads are not considered in this analysis.
ADDITIONAL NOTES;
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
OPERATOR INFORMATION:
Mike Bledsoe
Sliderule Eng. Works
-Weyerhaeuw Busurs
TJ -Beam® 6.25 Serial Number: 7005106213
User: 2 3/1 3/2007 1:47:12 PM
Page 1 Engine Version: 6.25.71
Memlier Slope: 0 Roof Slope0 X12
All dimensions are horizontal.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 18'
Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 15.0 Dead
SUPPORTS:
1 Stud wall
2 Stud wall
DESIGN CONTROLS:
Maximum
2789
5347
Shear (Ibs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
Input Bearing
Width Length
3.50" 1.96"
3.50" 1.96"
PROJECT INFORMATION:
Wyman - Adams
Design
-2138
5347
0.095
0.153
Control
2563
5459
0.256
0.383
- Deflection Criteria: STANDARD(LL:U360,TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase.
- Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial Toads are not considered in this analysis.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in
accordance with 2001 NDS methodology.
- Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
Copyright 0 2006 by Trus Joist, a Weyerhaeuser Business
hdr at new opening - 4x option
3 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Vertical Reactions (Ibs) Detail
Live /Dead/Uplift/Total
1800/1111/0/2911
1800/1111 /0/2911
Control
Passed (83 %)
Passed (98 %)
Passed (L/971)
Passed (U601)
Other
Product Diagram is Conceptual.
By Others - Rim 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL
By Others - Rim 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL
Location
Rt. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
OPERATOR INFORMATION:
Mike Bledsoe
Sliderule Eng. Works
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2002 L.at/Lon Lookup Output! Page 1 of 1
USGS
science for chonginy world
LOCATION 47.5064240 Lat. - 122.2726212 Long.
The interpolated Probabilistic ground motion values, in %g,
at the requested point are:
10%PE in 50 yr 2 %PE in 50 yr
PGA 33.19 66.74
0.2 sec SA 72.99 149.58
1.0 sec SA 24.08 51.51
SEISMIC HAZARD: Hazard by Lat/Lon, 2002
http:// eqint. cr. usgs.gov /eq- men/cgi- bin/find -11- 2002 - interp- 06.cgi 3/13/2007
2003 International Building Code (Section 1617)
Shall apply to buildings with the following conditions (1616.6.1):
Buildings of light -framed construction not exceeding three stories in height (excluding basements).
Buildings of any construction other than Tight- framed construction, not exceding two stories in height,
excluding basements, with flexible diaphragms at every level.
Buildings with Importance factor greater than 1.0 can NOT use simplified Seiemic design.
Simplified Analysis Procedure for Seismic Design of Buildings (1617.5)
Site Class = D
S = 1.50 figure 1615 (1) F = 1.0 table 1615.1.2(1)
Si = 0.52 figure 1615 (2) F„ = 1.5 table 1615.1.2(2)
R = 6.5 table 1617.6.2 SMS = 1.4958 equation 16 -38
I = 1.00 table 1604.5 SIDS =
1.00 equation 16-40
V = 0.18 X W equation 16 -56
( c.,Nsc - T tt'l
3 L.A. 3C.
2°
- 2- y ,z�•,
+_vv ,v, t ni
V 2:- U. BI,,/ k 1.09
I.4 Aso
M aly
niettov)
ZZN
seismic coefficient for doors
2003 International Building Code (Section 1617.4)
Section 9.5.5 of ASCE 7 -02
Site Class = D
S = 1.50 figure 1615 (1) F = 1.0 table 1615.1.2(1)
S = 0.52 figure 1615 (2) F„ = 1.5 table 1615.1.2(2)
R = 6.5 table 1617.6.2 SMS = 1.4958 equation 16 -38
I = 1.00 table 1604.5 SM1 = 0.77 equation 16-39
h = 16.00 building height (ft) SDS = 1.00 equation 16-40
Ct = 0.02 ASCE 7-02 table 9.5.5.3.2 SD1 = 0.52 equation 16-41
C u = 1.4 ASCE 7-02 table 9.5.5.3.1
T = 0.22 ASCE 7 -02 9.5.5.3
Calculated Seismic Response Coefficient (ASCE 7 -02) C =
Cs max =
Cs min =
0.15 equation 9.5.5.2.1 -1 govems
0.35 equation 9.5.5.2.1 -2
0.04 equation 9.5.5.2.1 -3
Approximate Fundamental Period (ASCE 7 -02 9.5.5.3.2) T = 0.16 equation 9.5.5.3.2 -1
X = 0.75 ASCE 7 -02 table 9.5.5.3.2
Seismic Base Shear (ASCE 7 -02 9.5.5.2) V = C s W equation 9.5.5.2 -1
V = 0.15 W
SAsk
2003 International Building Code (Section 1609)
Simplified Wind Load Method (1609.6)
Shall not apply to buildings sited on the upper half of an isolated hill or escarpment with the following conditions:
Hill or escarpment is equal or greater than 60' in Exposure B, 30' in Exposure C
Maximum average slope of the hill exceeds 10%
Hill or escarpment is unobstructed upwind by other topographhic features for a distance 50x the height of the hill or 1 mile, whichever is less.
Shall apply to buildings with the following conditions:
Simple diaphragm: Wind loads are transmitted through horizontal floor and roof diaphragms to vertical lateral- force - resisting systems.
Building has a fundamental natural frequency less than 1 hertz
Response charateristics do not include: Across wind loading, vortex shedding, instability caused by gallopoing or flutter.
Site characteristics do not create wind channeling or buffeting caused by upwind obstructions
No expansion joints or seperations
Regular shape with approximate symmentrical cross section and roof slopes not exceeding 45 degrees.
Enclosed Building (see 1609.2 eqns 16 -31 and 16 -32)
Basic Wind Speed (1609.3) 85
Importance Factor (1609.5, table 1604.5) I 1.00
Exposure (1609.4) B
Roof Slope (x / 12) 4
zT 1. (o Mki
,.) s t4Z Mn rLL
Ps = lw Ps30 (eqn 16 -34)
Height and Exposure Adjustment coefficient =
1609.6.2.1.1 Minimum loading in zones A, B, C D shall not be less than 10psf.
Minimum loading in zones E, F, G, H shall not be greater than or equal to ZERO psf.
Simplified Design
horizontal
Wind Pressure (load case 1)
vertical 1
overhangs
level
B
C
D
E F
G
H I
E
G
Ps15 -
15.9
-4.2
10.
-2.3
-13.8 1 -9.6
-9.6
7.3
-19.3
-15.1
Ps20 =
15.9
-4.2
10.6
-2.3
-13.8
-9.6
-9.6
-7.3
-19.3
-15.1
Ps25 =
15.9
-4.2
10.
-2.3
-13.8
-9.6
-9.6
-7.3
-19.3
-15.1
Ps30 =
15.
-4.2
1 .
-2.3
-13.8
-9.6
-9.6
-7.3
-19.3
-15.1
Ps35 =
.7
-4.4
11.1
-2.4
-14.5
-10.1
-10.1
-7.7
-20.3
-15.9
Ps40 =
17.3
-4.6
11.6
-2.5
-15.0
-10.5
-10.5
-8.0
-21.0
-16.5
Ps45 =
17.8
-4.7
11.9
-2.6
-15.5
-10.8
-10.8
-8.2
-21.6
-16.9
Ps50 =
18.4
-4.9
12.3 -2.7
-16.0
-11.1
-11.1
-8.5
-22.4
-17.5
ps55 '
18.9
-5.0
12.6
-2.7
-16.4
-11.4
-11.4
-8.7
-23.0
-18.0
Ps60 =
19.4
-5.1
12.9
-2.8
-16.8
-11.7
-11.7
-8.9
-23.5
-18.4
SAsk
2003 International Building Code (Section 1609)
Simplified Wind Load Method (1609.6)
Shall not apply to buildings sited on the upper half of an isolated hill or escarpment with the following conditions:
Hill or escarpment is equal or greater than 60' in Exposure B, 30' in Exposure C
Maximum average slope of the hill exceeds 10%
Hill or escarpment is unobstructed upwind by other topographhic features for a distance 50x the height of the hill or 1 mile, whichever is less.
Shall apply to buildings with the following conditions:
Simple diaphragm: Wind loads are transmitted through horizontal floor and roof diaphragms to vertical lateral- force - resisting systems.
Building has a fundamental natural frequency less than 1 hertz
Response charateristics do not include: Across wind loading, vortex shedding, instability caused by gallopoing or flutter.
Site characteristics do not create wind channeling or buffeting caused by upwind obstructions
No expansion joints or seperations
Regular shape with approximate symmentrical cross section and roof slopes not exceeding 45 degrees.
Enclosed Building (see 1609.2 eqns 16 -31 and 16 -32)
Basic Wind Speed (1609.3) 85
Importance Factor (1609.5, table 1604.5) I 1.00
Exposure (1609.4) B
Roof Slope (x / 12) 4
zT 1. (o Mki
,.) s t4Z Mn rLL
Ps = lw Ps30 (eqn 16 -34)
Height and Exposure Adjustment coefficient =
1609.6.2.1.1 Minimum loading in zones A, B, C D shall not be less than 10psf.
Minimum loading in zones E, F, G, H shall not be greater than or equal to ZERO psf.
08 -30 -2007
ROBERT WYMAN
4920 S 107 ST
TUKWILA WA 98178
RE: Permit No. D07 -097
4920 S 107 ST TUKW
Dear Permit Holder:
Thank you for your cooperation in this matter.
Sincerely,
'fer Marshall,
Permit Technician
xc: Permit File No. D07 -097
Cizy of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
In reviewing our current records the above noted permit has not received a fmal 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 vrovide 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 10/22/2007 , your permit will become null and
void and any further work on the project will require a new permit and associated fees.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
DEPARTMENTS:
1 '
Building ivision
Public Works
1'1h1tit .u- 3 igoi
Complete
Comments:
Documents/routing slip.doc
2 -28-02
PERMIT WORD COPY PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D07 -097 DATE: 03 -22 -07
PROJECT NAME: WYMAN & ADAMS RESIDENCE
SITE ADDRESS: 4920 S 107 ST
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Fire q revention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUT G:
Please Route Structural Review Required
REVIEWER'S INITIALS:
DUE DATE: 03-27-07
DATE:
DATE:
Planning Division
Permit Coordinator
Not Applicable ❑
No further Review Required
DUE DATE: 04-24-07
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
BRIGHSC992R8
Licensee Name
BRIGHT STREET CONSTRUCTION INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602167400
Ind. Ins. Account Id
#1
Business Type
CORPORATION
Address 1
PO BOX 17373
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98127
Phone
2067820153
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
12/28/2001
Expiration Date
12/28/2007
Suspend Date
Separation Date
Parent Company
Previous License
BRIGHSC072JE
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#1
TRAVELERS
CAS &
SURETY CO
103662509
01/01/2002
Until
Cancelled
$12,000.00
12/28/2001
Business Owner Information
Name
Role
Effective Date
Expiration Date
JOSUND, MARTIN E
PRESIDENT
12/28/2001
JOSUND, KIM E
SECRETARY
12/28/2001
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BRIGHSC992R8 04/17/2007
S
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WAND 1oADs
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t
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w"��aw _ Nt , lc' �I =
�ct`xto % �' k v.b 7 - N EG(9■0LG
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0113 W Sties sM^
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r=
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Ai u_ w\NS>ow
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ILA
i
1.
REVIEWED FOR -
C OMPLIANCE
MAR 28Zgi/
BUILDING Of Tukwila
DTiirST
RECENED --
env OF TUKWILA
MAR 2 2 200 - _
PER YCE
2.
3. •
4.
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6nat,
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,
•
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- 14 ••••
BUILDING Of Tukwila
DTI /TSTON
g"0,,
OD E WED FOR
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MAR 28ZOO/
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CITY OF TUKWILA -
MAR 2 2 2007
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CITY OF TmKwit
MAR 2 2 20071
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