HomeMy WebLinkAboutPermit D97-0299 - FITZHUME - POLE BUILDINGCity of Tukwila � -
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No: 808860 -0005
Address: 14725 57 AV S
Suite No:
Location:
Category: NGAR
Type: DEVPERM
Zoning: LDR
Const Type: V -N
Gas /Elec.:
Units: 001.
Setbacks: North:
Water: TUKWILA
Wetlands:
Contractor License No: ALPHASB117PU'
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
.0 South: .0 East: .0 West: .0
Sewer: TUKWILA
Slopes: N
OCCUPANT FITZHUME JAY
14725 57 AV S, TUKWILA WA 98168
OWNER HEBNER JUDITH A
14725 57TH AVE S, TUKWILA WA 98168
CONTACT HOWARD MONDRESS
1725,:124 ST NW, GIG HARBOR WA. 98332
CONTRACTOR .'.ALPHA STEEL BUILDINGS
1724 COLE STREET, ENUMCLAW, WA 98022
************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
CONSTRUCTION OF A 864 S.F. POLE BUILDING.
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 10,855.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant: No Size(in): .00
Flood Control Zone:
Hauling: Start Time End Time
Land Altering: Cut: Fill
Landscape Irrigation:
Moving Oversized Load: Start Time:
Sanitary Side Sewer: No:.
Sewer Main Extension: Private:
Storm Drainage:
Street Use:
Water Main Extension: Private: Public:
***************************************************** * * * * * * *. * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 292.84
r********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * ** * * * * * * * * * * * * * * * * * * * * ** * � * **
Date: JJJ9"" / 7
Permit Center. Authorized Signature:_
I hereby certify that I have read and examine • this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performa ` of work.I am authorized to sign for and obtain this
development p
Signature:
Print Name : ____ls_
r
Permit No:
Status:
Issued:
Expires:
Occupancy: PRIVATE GARAGE
UBC: 1994
Fire Protection: N/A
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.
I
Streams:
Phone: 20.6 851 -6874
'Phone.: 206`:825 -7768
End Time:
Public:
(206) 431 -3670
D97 -0299
ISSUED
11/19/1997
05/18/1998
Date: - - - /I -A - �7
Pd - dress
Sci'te
Ter ant
T DEVPERM
Parcel #:: 308860: -0005,
•k 'k •k -k k •k * •k •k . •k A * •k * * * •k * * * * •k * k * * :k k * * •k A •k * * •k A •k k 'k •k •k *4.1(k k •k •k k 'k 'k k •k •k k k A •k k •k -k 'k •k k ' * •k A *
Permit Conditions: `
1. No,`changes will be made to the :plans unless approved by the:
Arch itect or Engineer' and the.. Tukwila;Bui Division.
'El ectri`cal permits shall ;be `obt a i °tied :'through .the Washington
State Division of Labor and 'Industr.ies aria al1: 1ectrica1
worts wii l l be inspe'� ted by t.hat.;. agency • (248- 663,0)
All permits, in ;pectiori • • records, 'and~ app d plans shat l
available at the dab.' i t . e pri`or''to the star t :of any con-
struction :;These documerit�� -are ..to be mai•rtaine�l and'a.vai 1.-
able until <t inn1, inspection approval is :grante'd
All structural concrete "shai.T;`..be specia l inspected (UBC
'Sec.: 30:0,0A) 1 )
All `structural concrete shell be special inspected (UBC,,
S±ec 3 ,06 (0;,).1) ,
When speci inspection is required either the owner ,
arclit,ect on engineer shall notify ; : the Tukwila Building
, Divl iron of appoin;t,ment of the inspection agencies. pr ior.,,:,
they first building, inspection.'. Copies ,of a1.1 special
i►isf}iection reports- shall!, he submitted to the Building
Divis on in a t1melv.,, :manner "; Reports shall conta in addres,
pr oject name, permit number and type `of'_ inspection ' being : .,
pert } or med
Theyspecial inspector shall submit a ,final signed report :.
stating whether the work <'requiring speci'a1 `inspection
ti, the, best' =of :_the inspector's ino.wl.e'dge, in 'conformance''`'.
with ,• pproved plans and specifications. and the applicable .
workmriship ';p_rov''i,sions of the UBC.
All cons.truction to be done in conformance with approved
,plans and _ requirements of the Uniform ; .'Bu.i 10 i n.g'.: : Code (1994, , ``.
Edition), ".as amen d,ed, , Uni form _Mecianical' Co'd'e (1994 Edition3r,
and Washington State Energy Code 01994 Edition)
9. Notify the City of Tukwila Building Division prior`: to
placing any This procedure is in addition; ° any
requirements for. special inspect Ion.
10. Validity of Permit. The issuance? of 'a or , a'pprova1 of
plans, spec if icati ",.end Computations shal1 not be con -.
strued to be a permit .for•, or., an approval 'o "f t'. `iris violation
of any of the provi of the bui ld lode or of any
other ordinance of the jurisdiction. No permit presuming to
give authority to violate or cancel the provisions of this
code shall be valid.
11. Temporary eras ion control measures shall be implemented as :
the first order of business to prevent sedimentation off -
site or into existing storm drainage facilities.
12. The site shah have permanent erosion control measures in
place as soon as possible after final grading has been
completed and prior to. the Final Inspection.
13. APPLICANT SHALL USE SPLASH BLOCKS FOR DOWNSPOUTS RUNOFF
CONTROL .
Status: ISSUED:
App 1 i ed 09/09!1997
Issued: 11/19/1997
Project Name/Tenant: � / _
t t I /77 /// t ' P
Value of Construction:
/0_, 4--5—
fic
Site Address: City tate/
/97 -2 r,, 4 7Ti94friz TWA' f , i�
Tax Parcel Number:
�,q ,RAa- 0ce24 -aO
Property Owner:
'Ali"' / /7Z. / /t'./A , K
Phone:
,- <76- 96 - 9eC; Z y
Street Address: City State/Zip:
Fax #:
Contractor: f f ,�j
Al-p// A yZ; i /5 Z 6'w
Phone: _ �^-
Y to - lP.� 4 :► r'7 7,r
Street Address: City State/Zip:
/ 71 q ( - r. - , 7; •- C‘,4 i .ki,-,4 ,
Fax #:
pa- 4 S- a/f /
Architect: fr0/ 2 -
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: ,
/o /4 /4A'T.J f1,1c. /F. '?= .
,/Dr' c gs - /-6 :79
Street Address: City State /Zip:
/7AC" /2 vri 1)7 "f3! f / , MA'4'e/r; 11/4 t
Fax #:
S� •�.f
z
Contact Person: 6,....4:/ ---
d /// 4At ,fd /iYA '',/~74E'/ .0'• /fr r'. ---
Phone:
&GG' /. 3 7%6
Street Address: City State /Zip:
Fa # r) J; -_ `>>lS
Description of work to be done: rrt.e: RI 17C-
Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence
❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure'
❑ Remodel /Addition to Accessory Structure a
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: 0 ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s)
R' r, 5/ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 2.- /�
d
*For an Accessory dwelling, provide the following:
/o z a a Lot area /7 2r If Floor area of principal dwelling izew Floor area of accessory dwelling
* Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
Single - Family Residential Permit Application
CITY OF TUIrM(ILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS:SITE/CIVILPLANREVIEW OF;THEFOLLOWING:
(Additional reviews shall be determined by the Public Works Department)
in Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re-
viewed 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 ex-
pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon
written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall
be extended more than once.
Date application accepted:
SFPERMIT.DOC 2/13/97
Date application expires: ^�
r. l� sW
F•R STAFF USE ONLY
ApplIcallo tak ny: (I a ls)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OWNER OR AUTHORIZED,4GENT
Signature: /, , ,
• r'
Date: Date:
..J 7G r;
7
Fax #:
.Pe, (1- .C3J..1-
f"e .2.---
Print name: ,
4J i- '//'.4
e; / .
,/
r t'
c
Phone:
a s ?
P6. ,.1% -
Address:
, / 2 !i i ° ..
:•-/ r'
;' r --
City /State /Zip:
G£ /6/r.1 CC... i G xav,rt
ALL SINGLE - FAMILY RESIDENTI ' PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING:
DRAWINGS PREPARED B . REGISTERED ARCHITECT OR PRO, .SSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDING OFFICIAL
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Copy of recorded Legal Description from King County
❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
El El King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ ❑ Site Plan (see example Form H -16)
1. Existing fire hydrant location(s).
2. Proposed access road.
3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over
150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale.
5. Building setback from property lines. Any proposed or existing easements must be shown on plan.
6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width),
show proposed and existing power, water and sewer lines, existing storm drainage system,
downspouts and foundation drains, and where drains tie -in.
7. Parking plan.
8. Lowest building elevation (if in Flood Control Zone).
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level.
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers.
11. Identify location and size of significant trees that are located in sensitive areas and buffers or the
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code).
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the
high water mark.
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form
H -9).
❑ ❑ Foundation plan and details
❑ ❑ Floor plan
❑ ❑ Roof plan
❑ ❑ Building elevations (all views)
❑ ❑ Building height
❑, ❑ Building cross - section
❑ ❑ Structural framing plans and details necessary to completely describe construction
❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6.
❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
Cl ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the permit
is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of
Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Sl'PEKMIT.DOC 2/13/97
mei
C
Coort1 COP'j'
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D'r1Oa9 DATE 101311
PROJECT NAME A+ZYLnt
DEPARTMENT:
BI & D it\ ING DIVISION FIRE PREVENTION
PLANNING DMSION 0
PUB WORKS "' P IR' COO
Aw to - 3 0 "
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE NOT COMPLETE El
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED n
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
APPROVED El APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0
REVIEWERS INITIAL
<■■•
CORRECTION DETERMINATION:
APPROVED 11 APPROVED W/ CONDITIONS Fl NOT APPROVED (attach comments) 0
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE
DATE
. r.^ �' �+•-••'••'«.. F.. �� .- .r..xnrrxcw:,xsarnrusa.we�m �ry,ru »-r.,�s.� "� .
DUE DATE 16 P1` 4 1'
NOT APPLICABLE 0
DUE DATE to — a q �
DUE DATE
(Cetnf'icatioa of occupancy :Nuked.
C
PROJECT NAME
REVIEWERS INITIAL
REVIEWERS INITIAL
REVIEWERS INITIAL
C:ROUTE -F
P4rTnft C�y4r.k@y Cop9
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0299
FITZHUIE JAY
DEPARTMENT:
BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑
PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ,
DETERMINATION OF COMPLETENESS: (T,Th)
ika).
4e
COMPLETE El NOT COMPLETE
COMMENTS OF i nca
read a•16 441.
TUES /THURS ROUTING: PLEASE ROUTE C
ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.)
DATE
APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9/25/97
APPROVED ( I APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
CORRECTION DETERMINATION:
DATE
DATE 9/09/97
DUE DATE 9/11/97
NOT APPLICABLE ❑
VI ()
NO FURTHER REVIEW REQUIRED' 1
I
AMOY
DUE DATE
APPROVED ❑ APPROVED W/ CONDITIONS rj NOT APPROVED (attach comments) ❑
DATE
(Cerdficatioa of occupancy required.
111•11•1111•1104
December 20, 1999
.Howard'Mondress
1725'— Street NW
Gig Harbor, WA • 98332
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
RE: Permit Status D97-0299
14725 — 57 Avenue S
Dear Mr. Mondress:
In reviewing our current permit files, it appears that your permit for the construction of a 864
square foot pole building issued on November 19, 1997 has not received a final inspection as of
the date of this letter by the City of Tukwila Building Division.
Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the
building official under the provision 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, if a final inspection is not called for within ten (10) business days from the
date of this letter, the Permit Center will close your file and the work completed to date will be
considered non-complying and not in conformance with the Uniform Building Code and/or
Mechanical Code.
Please contact the Permit Center at (206)431-3670 if you wish to schedule a final inspection.
Thank you for your cooperation in this matter.
Sincerely,
ite/14- Ahe
Brenda Holt
Permit Coordinator
Xc:
• :
•
; • • • ; ' I • •
• I
Permit File No. D97-6299 '
Duane Griffin, Building Official • .
• ' •
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
1..ApoREssEri
UNKNOWN
c• r ,.. r'.
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard
Tukwila, WA 981882599
• Howard.Mondress
1725 L' Street NW
Gig Harbor, WA 98332
v -"--
• • P
pet' 1'99 r
4- t.. 1#
Pe M2nli
8103100
RECEIVED
DEC 2 7 1999
COMMUNITY
DEVELOPMENT
u.s.Peird
** *. * * * *** * * * * * * ** ** * * ** * * *k * ** * *R* ** * * * * * * *. *�k * * * * *
i ' Y . OF T UKWILA, Wy. -- TRANSMIT.
4 * * *_*.; * ** *.* '' *. *. 4 . '!F * ** *�F1 ** * * *�t * * * * *�l * * ** **
'RANM
SIT ;Number :' R ,'Amount :: `, 113.:59 69/09/97- 11:56
Pa yment -, M e thod. 'CHECK Natatiarc: ALPHA ,STEEL Iriit:
Permit No: D97-0299 Type: DEVPERM DEVELOPMENT" PERMIT ..
Parcel ', No: • 808a60 -0005
ite Address:' 14725 57 :.'AV
Total . '. 292.84.
Payment. 113.59 " Total ALL Pmts,: 113:51
Da1anoe :. 1.79.25
** * * *., * * *, ***'.** 1**** . * * * * * * ** * * * * * * * * * * * * *,ti * **
Accoun •Code .: Description Amount
000/345.830 PLAN C,HECK, - : R E8 113
**.,'*,titk * * **. A :lik+It *s4.Ali*A•0l *ki *k' OF A *4 **i* % ***A* it it * * it444:.4.44
2. ruK.WWILA: !�A � .". l.J � TRiattSl4I r
*e! *+►k►*�h�4 k : *st * * * 'Iv *�h_ *! ** k *et * : *A* st * * ;1F * *1�1i * * * *tt� *AtA**a 10 : **
ltA1'Sl4IT .4umbel . R'!37()+►t�t11 A n 179.' /19/97;
P vment. •Method,: C:I•IEGK, tia,tet 1. nn: .ALPHA :il't~EL z '!+lHQ
Permit Na D97 0299. "'Type: DEVPERM DEVELOPMENT I'E:RMIT
P.xra� :l, No E 08 3b ,
0 -0005
i.i to ;Fl:d d r'e.ss x 1.'4725. 7: At1 S
Total ' Fees: 292.84 ,.
Tat el ALL Pints • 292,E 4
D:al.ance ..00..
k
mot•**** i*4* s1 4** hA** *y4 * * * * * *' * *!E * *�t•kk *•4 A4+ 4* k* ** * * kA
*of * . * *'* * *Jci ** ?* iv
Account` Code: Description n Amount
000/:1 100 BUILDING RES 174.75
000 /386. 904 STATE puIL1)1i4G SURGHARCl 4.50
iq
'
:::�
4 Ui
of instion
*47
Date called:
Special inst u
ons:
Date wanted: /'�
(ta
a m
p.m...
Requester:
Phone No.:
sivrrirrawArx
INSPECTION RECORD •
Retain a copy with permit 1/777-02.-
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981$
COMMENTS:
tfi
r 7 F
r-e4
'-i3) --36,7/ 74,
c> 6 •. �n c � ce„
Approved per applicable codes.
[� $42. ' 0 INSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
(206) 431 -3670
Corrections required prior to approval.
Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
; INSPECTION RECORD '
Retain a copy with permit
PERMIT NO.
(206) 431 -3670
Project: - Type of inspection:
� C k.�..j t t � Z.�1 wale r.��,�..f.wr-�`,
Address: ( 3-7 Date called: /
Special instructions: Date wanted: r, o a.m
- � n `�D .m.
Requester:
Phone No.: .
�o(� -90 i - �3
Corrections required prior to approval...
•
Inspector:
[1
( 8 /k
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Date:
Project:
1 T 7 - 441ryl'
Type olinspection:
" FIRE: 6LO
Address: 0 , 72....s S 7 lc ‘ c+ -
J
Date called:
Special instructions:
Date wanted:
_
(p,m)
Requester:
Phone No.:
3,3.
/S W3
INSPECTION NO.
CITY OF TUKWILA .BUILDING DIVISI N
6300 Southcenter Blvd., #100, Tukwila, WA 8188
n Approved per applicable codes. Corrdcii?n"s required prior to approval.
C
I Inspector` .
I
INSPECTION RECORD
Retain a copy with permit
O
9
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
(206) 431 -3670
Date: /'
COMMENTS:
Type of inspecjjon: ,
'- /Ir,nuMe
POST- 1..b tLZS /A -oia AV' Oic., F, Lt. _
Address: t ,
1y7q� 5 -7 AV- -
Date called:
1-7-0
t
LZGI -00L (, i W.... -M f-4.0 vim= A-t'"
Date wanted:
) - 7 - 13.
10 ' m y k - S PA ci aG .
Z)
-- L L, B1 E l - tac`` t- R
„
'24) t-r . Q all.. 1',8 �� &a L.0 Co»( 4 - 14
)2L1.3
A S1t�,t= ct.os�& _
3)
A-O0 ,f) 14 G fOrl -. 61.0 812ACt NG A-+ &
E-IQ() s.
'c)
0 1, Z\( Co' C ill -acs (t--L t lAAL G.
Project:.—
al 41e-
Type of inspecjjon: ,
'- /Ir,nuMe
Address: t ,
1y7q� 5 -7 AV- -
Date called:
1-7-0
Special instructions:
-n
Date wanted:
) - 7 - 13.
a.m.
p.m.
Requester:JUuc , W
„
Phone No.: �53?.3S )-
)2L1.3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. . .
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Inspector:
I I
,%
Project: ..--• U
= . Jcw1 f IT n )\e
Type of inspection:
u-f1
r M.
Address:.
1`i7 . .57 AV S
Date called:
1k
Special. instructions:
Date wanted:
1 -20
- 9 - 1
a.n
p.m.
Requester: i, }
~ �
Phone No.:
INSPECfiION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.!
COMMENTS: - m`
E
hdpf
•
. . .
$42.00 REINSPEMTION FEE RE Prior to inspection, fee m st
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
Ill
Corrections required prior to approval.
t
PERMIT NO.
(206) 431 -3670
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
REVISION SUBMITTAL
DATE: //9-e-Z- "J 7 PLAN CHECK/PERMIT NUMBER: De? 2 - O 2 e ' r-
PROJECT NAME: a T cr
PROJECT ADDRESS: / 17 2 S` s'7 t4 4 Sd
CONTACT PERSON: r jf wvi PYl f `cy PHONE: 560 • ear- 7 ZGff
REVISION SUMMARY: Sir, s47�"1c Lc7 T�/►J
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
SUBMITTED TO: 'e,(/\
Bldg.
Planning
Fire'
RECEIVED
CITY OF TUKWILA
OCT 2 21997
PERMIT CENTER
vl fob
CITY USE ONLY
Public Works
3/19/96
•
, .
DATE:
PROJECT NAME: Fitzhume new garage / garage addition
APPLICATION NO: C:D97:62 •'"'
BUILDING DIVISION REVIEW
Oct. 14, 1997
PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670
Please provide additional information, clarification, and/or correction on revised, plans for the
•, following Building Division comments.
1. Provide on a plan layout the location of the bedrooms and bedroom windows in the existing
house. The new garage may not block required egress windows of existing bedrooms per U.B.C.
Section 310.4. Additionally, natural light and ventilation (operable windows and/or doors) in
habitable rooms may not be covered without otherwise providing for those provisions in U.B.C.
Section 1203.
2. Detail on the plans how the garage side of the wall next to the house will be protected with
one hour construction as required by U.B.C. Section 302.4 exception #3.
3. Show a plan elevation reflecting the relation between the house and garage construction. If
they are to be connected, provide applicable plan details for framing, etc.
REVISION SUBMITTAL
DATE: la 15 g
PLAN CHECK/PERMIT NUMBER: . Dg7 oa 99
PROJECT NAME:
PROJECT ADDRESS: I y7a
CONTACT PERSON: an" O l)f PHONE:
•
REVISION SUMMARY:
Bldg.
` .
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
Planning
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
CITY USE ONLY
.Fire
5
S
RECEIVED
CITY OF TUKWILA
OCT 1 31997
Public. Works
3/19/96
September 16, 1997
Mr. Jim Daly
Alpha Steel Buildings
1724 Cole Street
Enumclaw, Washington 98022
Dear Mr. Daly:
SUBJECT: LETTER OF INCOMPLETE APPLICATION
Development Permit Application Number D97 -0299
Fitzhume, Jay
14725 57 Av S
This letter is to inform you that your permit application received at the City of Tukwila Permit
Center on September 9, 1997 was determined to be incomplete. Before your permit application
can begin the plan review process the following requirements from the Public . Works
Department must be met.
Public Works Department:
City of Tukwila
Department of Community Development Steve Lancaster, Director
•
Contact Joanna Spencer, Development Engineer, at
433 -0179 if you have any questions regarding the
following comments.
John W. Rants, Mayor
1. Please show storm drainage information for downspouts per Public Works Site
Plan/Civil Drawings Requirements H -9 (enclosed).
2. Is this a new or existing driveway?
3. Please show the topography of the site on the site plan..
The City requires that four (4) complete sets of revised plans be resubmitted with the
appropriate revision block. If your revision does not required revised plans but requires
additional reports or other documentation please submit four (4) copies of each document.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and
will not be accepted through the mail or by a messenger service.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665
you have any questions_ please contact me at the City of ;Tukwila Permit Center:at (206).431-
•
No.
...................
.......
.............
' . ...
••
............ 1■J
....
Eau
571H AVE 93
Calla 20 CURB arr
OJTIBIS AND COM SPOUTS EACH SCE or SUM
DOM MUM 10 DAN TO RASH ECK&
MT °Mel
RECEIVED
CITY OF TUKWILA
OCT 1 3 1997
PERMIT CENTER
486800?
s
T
QUAN TYPE SPAN P1-Hi
2 4.3 240000 4
4 -04 -02
1
TO
1C
!Va 30 '96 07:08 Fri rtOB8 I NS ENG I SeR I N3 206 347 5929 TO f I LION
ao 6 -01
6 -04 -14
6 -03 -04
uoisear -- Version 39.5.4
ANN DAM 9 -30 -96
t:t.Z 3I1$ LVN$I1 P1
TOP .26 3V 6 an-tls 1495
IYM .97 22 4 DPL -2400 2400
V1i .11 22 4 1PP -atD 475
12ClPTZON1 t
1 -1 22 4 17 - 62 1275
1.0 SAN Al 8 -
LASeRa:. UUACI *C.
TOP =ODD - 34 211. OC
ltd CHORD - 41 IM. 04
T4061 1110220 - 72.0 2N.
LOAD CAS% 11
LON6$1 STUBS 31CilAit: 15.04
10ADI10 LIV% DUD (r31)
TOP e1D 32.0 5.0
DTN CND .0 1.0
TOTAL 32.0 6.0 31.0
SUPPORT 017124:A
J9 SLAG? MIA 3T
LS6 Z$ -1=
.1 2669 3 s C
REACT VIDT1
Les 211 -s;
2661 3- 8
LOAD eles P2
LUNARA sTats• Iaca%Aat: 25.02
LOADING LIV1 DM (PIP)
TOP 012 .0 5.0
DTW CUD 10.0 1.0
TOTAL 10.0 6.0 16.0
SUPPORT ClITEIIA
.1? RUACT VSDT2i JT Bier MIDTU
493 11 -ak Lab :R - s1.
A 1123 3 5 C 1124 3 a
LOAD Chap f3
Minim stalls 220113.93: 33.04
2.020120 LIVE D2A.D (r3r)
TOP CND .0 5.0
OTN CUD .0 1.0
TOTAL .0 6.0 . 0
exC$rT10:45:
A -8 -36.0N 5.0
Y -C -34.C4 3.0
suaraaT cittltnA
.T TYP3 Hot: YCHT
158 :.S
A P[N 0 - 2107
C 1)0;1: IMP 0 - 2107
4024 01 - 6e2 0IN - 442
Page 2/2 Job 649
OVERHANGS Jae
0 o 35707 9509 -2700 TM (2700)
8
A -3 -
11 -D -
IT I'm
A 2002
•• JOINT
6 3010
C 2002
•• JOINT
D 1010
t 1010
✓ 1001
O 1001
411 1100
6a�
t
7 -05.06
24 -00 -00
2 -07 -03
N3DII12 701011 (2.1$)
TOP CSO1Da
A -r • 6320 C f -1 .
1.0 • 5294 C C -C •
IOTTON QOROs
8901 T 6-11 • 4040 T
4040 s D -C • 3902 r
Visa
P -2 - 1337 0 1 -1 • 1440 T
1 - 1440 T 0 -0 • 1337 C
1344 C
4220 C
DL +LL 0871. • .44' IV 1 -0
Li Da7L • .38' 4 110 - 21241/340
arMl /D8P4. tPL+LL) • 433
• +911 'EV1ASI SID1 OF TYIO ••
**PAPS Vol 4)1201TA1T NOTES ••
Plating octagons to U10.
P lat• •aluta a4T bs ♦.riliss
with Robbins 1afioesrial. Inc.
Grip Values are based es frogs
ores test. Plates ore sited
based es luabsr spools shows.
PLaT1a - 20 oAnas LOC*
01119130 345 -228 P12 rte PAIR
=CLOD'S 18.01 IlClsatt
?VISION 1141. 410 IL: PSI PAIR
SUSAN 744- 451 11,4 Ps1 PAIR
PLATT sus x t
0.00 210.00 6.2 3.3
a •• 6 6Q 0 1$t3 VIDOt
4.00 zt 6.00 CTI CTR
4.00 210.00 6.5 3.5
C •• RZQUZRit VEDCE
5.00 2 6.0o CTR CTR
5.00 i 6.00 CTR CTR
3.00 X 4.00 LTD C ?D
3.00 X 4.00 CTR CTR
4.00 x 6.00 CTR .0
RECEIVED
CITY of TuK wILA
SEPa919
PERMIT CENTER
NOTLBt
1. TRUSSES MAIU7ACTVRID DY -
TILTON TRUSS
2. URALY$IS CON /OAKS TO
oac (TV1-85 1 las - 411.
9. DRAM £10100 =1 CS3C$ $OR
10 Par J02•CO3CUU ZXT
LIVE LOAD ON BOTTOM C80A '
:MI Is ^2 Z02EL POS
SO CY:LLRc LOAD.
PAEY[:IT ?2.J33 NOTATION w1
ALL SEARL!)C £. CA?i.0N3.
6. PASTED ?2U53 TO ARC .1
1'0712107 Lag 07 r.PL :77.
VYILE rY2 1?2:)C NI PWASD
MOVY2757 or WALL OR '3:IC.
7. 11.3TZ11 ?2U33 To 'isa C
P0 %:307 LOS OF UPL:rT.
WILL PERNITT:20 No uPV.5D
1OV4NL$T OP WALS. 58 BRO
a.
5.
Oct -01 Tue 14 :00996
6 -04.24
4 -03.04
P.02/03 .�
HO 6 -01
•fi 1hC
,r 1uKS
X50 ri U
.. L.
...: i 1...t!
to .).. a�.a...
1 a'4�j97"" -"
FILE COPY w....•.•+•»'►'.x:
CONSTRUCTION NOTES - DETAIL NO.
1. STRUCTURAL DESIGN
. Code 1994 Uniform Building Code
Loads
Roof Dead Load
Roof Snow Load
Wind Load
Net Wind Uplift
5psf
25 psf
80 mph Exposure B
10 psf (Does not include truss weight)
Allowable Soil Bearing 1500 psf at Grade
2. MATERIALS AND CRITERIA
Lumber Framing lumber Hem -Fir No.2 Fb = 850 psi. All lumber to
be dry with a moisture content of 19 percent or less. Poles
to be Hem Fir No.1 - Fb = 950 psi. Door poles to be Hem -Fir
No. 2 - Fb = 850 psi. Poles and Splash Boards to be
treated in accordance with AWPA Standard C2. Treatment
to be with waterborne presative CCA with retention of 0.60
pounds per cubic foot. Rafters see plans for grade.
Truss Design Criteria Trusses and truss bracing to be designed by a licensed
structural engineer for the loads stated above. All
trusses to be designed for uplift wind pressures. End wall
truss when shown on plans to be designed for horizontal
wind forces. Truss horizontal bracing if required is to be
noted on the truss drawings.
Wood Connectors . Galvanized Simpson Strong Tie Manufactured by Simpson.
Bolts, Nuts, Galvanized ASTM A -307 with washers between bolt heads
Lag Screws and nuts and wood.
Nails GALVANIZED COMMON NAILS. Space nails 2 -118" o/c
minimum & stagger to prevent wood from splitting. 16d nails
to be 3 -1/2" long - 20d nails to be 4" long
Metal Roof Deck & See Detail No. 5 for fastener size, location, spacing, and
Wall Siding blocking requirements.
-•
levcfr
71,
el a DETAIL NO.':
NSTRUCTION - DE
Oriciete :. 2800 psi mi6iirium 28 day Oren
I Footing Pad. ...• '•
Concrete - Floor Slab 2500 psi minimum 28 day strength. Entrained Air Content
5% to 7%. Provide 2 lbs per cubic yard of Microfiber
Reinforcement by W.R. Grace & Co. in concrete mix.
Provide •
'
... -'1-1i27:lefP 11•061„ - :: Place slab on compacted
line and at all side subgrade with 4 inch gravel sub
• •
•
141e tot Set et-
et"
t sc t a.
NA AM S creui•s
11114% • f At''
6qd W#Ii Rdi f t et•
Provide block at corner post for interior
rafter to post nailing if corner post size is
different from end waft post size. Nail block
to post and rafter to block with nailing shown on
plans.
rcr,L
Post
Pvr lin W tf d Tot
14 a 1 I S r-* S laic
re Inside Rafter
t N3 Huettc4nt
. o/ a -Got i4att
-rep out SIotc
Cta4' {e r%
I tnste„le, Rafter
whin Sin ewy+
•r pens
s gl oe IL fSe t ow
W h ed 2004 w/
frityn rei Adielitibt
end R. t e1 s
Sow tcT t eige
P •ti sn4. to 2~ah e
Pt
rothr) �'r-c> 1NALL rZAFT
- 1 4 . 4 4 1 V c4 roe Na. ► ( Fad. 41e
{, r t P'rl►r, tea S�d�
04' Mott Pe ±) �rIin
To oc-)t r ftcr
1 UNIFORM BUILDING CODE
80 MPH WIND EXPOSURE B
SEISMIC ZONE 3
SNOW LOAD 25 PSF
STRUCTURAL DESIGN CALCULATIONS
JAY FITZHUME
AUGUST 13, 1997
24'- 0" X 0" X 10'- EAVE
HT. POLE BUILDING
TUKWILA, WASHINGTON
•
• .
• ■
, • • •, „,
CLIEN
DAT
PROJECT:
PREPARED BY:
MONDRESS STRUCTURAL CONSULTING
2725 124TH ST. NW
GIG HARBOR, WA. 98332
PHONE & FAX ( 206) 851-6874
POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994
WALL DIAPHRAGM AT ONE SIDE WALL ONLY
Gravity Loads
PSF
Roof Dead Load
5
Roof Live Load
25
Geometry
Feet
Bldg Length
36.00
Roof Length
40.00
Bldg Width
24.00
Eave Ht.
10.33
•
Bay Width/Average
12.00
Roof Slope ft/ft
0.33
Overhang
2.00
Wind Loads
Wind Speed 80 mph - Exposure B
Wind Pressure q psf.
16.4
q x Cq x Ce
Item
Cq
Ce
Pressure psf
Windward wall
0.80
0.62
8.13
Leeward wall
0.50
0.62
5.08
Windward roof
0.30
0.62
3.05
Leeward roof
0.70
0.62
7.12
Uplift Truss or Rafters - Interior
1.00
0.62
10.17
Uplift End Wall
1.30
0.62
13.22
Longitudinal direction end wall
1.30
0.62
13.22
TRANSVERSE DIRECTION UBC 1994 METHOD 1
Force to Roof Diaphragm Lbs per ft.
3/8 of wall wind pressure
51.20
Roof wind pressure
40.27
TOTAL
91.47
Force to End Wails Lbs.
Force to Roof Diaphragm x (Roof & Building Length) / 2 =
1727
Moment to End Walls Lb-Ft
Force to Roof Diap.x Building Lengrth / 2 x Equivelent
Height
=
19434
End Wall Chord Force Lbs
= _ _
=
Effective length fo Overturning
End Wall Moment / Effective length
23.50
827
1
72
Roof Diaphragm shear Lbs. per ft
Force to End Walls divided by roof width
1
2
Wall Diaphragm Shear Lbs. per ft.
Effective length of end wall Ft. I
24.00
Force to End Wall divided by effective length =
72
I
End Wall Vertical Shear (From O.T. Mom.) Lbs per Ft.
Height
10.33
Chord force divided by height
80
Roof Diaphragm Chord Forces
Moment Ft -Lbs.
Force to Roof Diaphragm x Building Length Squared divided bye 8 =
14818
Chord Force Lbs.
Moment divided by Building Width minus four feet
1
741
� - b
SP ' C°.
LONGITUDINAL DIRECTION UBC 1994 METHOD 2
I
Total Force to Roof Diaphragm Lbs.
Longitudinal Wind pressure x (1/2 Wall Area p us Gabled Wall Area) =
2267
Force to Side Walls Lbs.
Total force to roof diaphragm =
2267
Wall Diaphragm Shear Lbs. per ft.
Effective Length for shear Ft.
36.00
Force to Side Wall divided by effective length =
63
I
Roof Diaphragm Shear Lbs. per ft.
Force to Side Wall divided by roof length =
57
Moment to Sidewalls Lb -Ft
Equivelent Height
-
12.33
Force to Side Wall x Equivelent height
27948
Wall Chord Force Lbs
Effective length for overturning
35.50
Sidewall Moment divided by effective length
787
L
Side Wall Vertical Shear (From O.T. Mom.) Lbs per Ft.
Height
10.33
Wall chord force divided by height
76
VERTICAL LOAD AT SIDE WALL POLE
Gravity Lbs. _ .._..... _ -- - - - - -- —
(Dead Load + Live Load) x Bay Width
Net Uplift From Wind Lbs.
(Uplift Wind - .36 DL) x (Bay Width
I --__-----------
x (Building
_- _ -._ -- --
x Building
-- --
Width +
5040
- - -_ w
1406
--
Overhang) /2 =
I .. _ _.__.__.. _-
I
~ -..... --
.._
Width /2) =
2
VERTICAL LOAD AT CORNER END WALL POLE
End Wall Pole Spacing Ft.
12.00
Gravity lbs
(Dead Load + Live Load) x Bay Width/2 x End Wall Pole Spacing/2 =
1960
WIND - Longitudinal Dir. - lbs
Side wall chord force + End wall chord force (torsion).
1183
Net Uplift From Wind ( Uplift minus 0.36 Dead Load ) Lbs.
Uplift minus .36DL
11.42
(Uplift Wind - .36 DL) x (Bay Width/2 x End Wall Pole Spacing/2)
746
POLE DESIGN - SIDEWALL
Pole Bending Moment at Base Lb.- Ft.
Cq Factor = 1.3 minus 0.3
0.9
Pole Wind Prerssure x (Eave Height - 0.67)squared / 8 =
1281
6x6 Pole Area square inches
31.70
6x6 Pole Section Modulus inches cubed
29.70
Actual Bending Stress psi.
Pole Bending Moment x 12 / Section Modulus =
518
Allowable bending stress psi.- Wind
1263
Actual Compressive stress psi
Pole Gravity Load / Area =
159
Allowable compressive stress psi. fl
,
650
.
mi. UBC 1994 edition
FOOTING DESIGN -1/3 increase in bearing pressure for wind
Allowable Soil Pressure at Grade psf.
1500
Footing depth ft.
4.50
K = (D +S /2) /D +S
0.58
Allowable Soil Pressure at Bot.of Ftg psf.
Allowable Soil Pressure at grade x Depth Factor per 1994 UBC =
2550
Footing Diameter Sidewall in.
Square Root((D +S) /All. Soil Pressure
Square Root ((D +S +.5W) /AII S oil Pressure
Square Root ((D +.5S +W)/ All. Soil Pressure
Bot. Ftg.x.785)
Bot.
Bot.
_ __
Ftg_x.785)
Ftg.x.785)
19.04
17.14
14.20
Wind Chord Force
Not at Corner
3
Footing Diameter End Wall - Wind Long. Dir - in.
Square Root((D +S) /All. Soil Pressure Bot. Ftg.x.785) =
11.87
Square Root ((D+S+.5W)/All Soil Pressure Bot. Ftg.x.785)
11.75
Square Root ((D +.5S +W)/ AD. Soil Pressure Bot. Ftg.x.785)
11.22
I I
Footing Diameter End Wall - Wind Trans. Dir - in.
Square Root((D+S) /All. Soil Pressure Bot. Ftg.x.785) =
11.87
Square Root ((D+S +.5W) /AII Soil Pressure Bot. Ftg.x.785)
11.33
Square Root ((D+.5S +W)/ All. Soil Pressure Bot. Ftg.x.785)
10.32
Truss to Pole Connection
Gravity Load - Dead plus Live Lbs.
5040
See page No. 2
Net Uplift from Wind Lbs.
1406
See page No. 2
Lateral from Wind Lbs
3/8 x Total Wind Force on Pole =
425
Lateral from Wind Lbs.
(0.10 x Roof Diap Shear x Bay Width) /2 =
55
Total Lateral Force Lbs.
480
Resultant from Wind Lbs.
Resultant Force of (Lateral plus Net Uplift from wind) =
1486
I
Allowable Connection Values Lbs.
2 - 5/8 in dia. Bolts in Truss Block
3180
6 - 20d Each Truss
1323
TOTAL Allowable x Load duration factor for snow Lbs.
5178
TOTAL Allowable x Load duration factor for wind Lbs.
1760
J
Adequate
Truss to Pole Connection Structurally
4
�>nrD
Q MONDRESS STRUCTURAL J OS
N. A
CONSULTING SHEET NO OF
Op
2725 124th Street N.W. $
GIG HARBOR, WA 98332 CALCULATED BY OAT
Telephone & Fax (206) 851.6874 CHECKED SY DATE
car rai W ► \. C4 t'r6
•
3° i t:( . ? '_
1•
' 24S .
Z
ucre 2 -0 4-1 14"
v
‘Al6i I Cdr lee
�Ati 11, \
' 7----ptzt.P-Cn)
fitv
rK
eci4 4/
mla,e Est
SCALE
't::'t�.`'�i:.��:.�`��•'�'�`C> � .. _ ^ . �a�i ::f�. �J:i:� } ..
t
Zlitti
T ANSI rc boa Wu 014/1 Iua!w POO* TOL. Hitt 4CC ttt 6346
r aw 47. "zpiA20
•
F • <
Detach .And Display. Certificate
F615.052•000 (8197)
Detach And Display Certificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT .GENERAL
REGISTRATION NUMBER
CCO1 ALPHASB117PU 07/11/1998
EFFECTIVE DATE ' 10/31/1989
ALPHA STEE
1724 COL
ENUM
Signatu
Issued by DEPARTMENT Q LABOR AND INDUSTRIES
UILDIN 1 C
80
; , •
RECEIVED
CITY OF TUKWILA
NOV 19 1997
PERMIT CENTER
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
mra
0
81
a,
0
81
18/13/1997 08:35 360 -825 -3181
CJ
ALPHA
STEEL
BUILDINGS
1724 COLE 571WET
P.O. KW 6681
EHUBIIIAW, WA. 96022
ALPHAS9117PU
ti
24
Felt JAY RRT»4UME
ASS 14728 37711 AVE SO
TUKWLA. WA. 96165 •
ALPHA
P I T
q - 7 - O -
PARCEL NO.: 0 0005 0m
.
149TH ST SO
73
R
24
21
-I-
PAGE 01
5/8* LP SIDING
PROPOSED GARAGE
PR SEE) C,ARAG
29 G1A. - STEEL
5 f TYPE X GYPSUM BOARD
EXISTING HOUSE
1 E COPS
I Understand that the PianrCheck epp
b t to errors end on ►s undue? •
1 .4ens does not `author• e c. --Ni - at
doted code or. ordnance e
a{i royedpla knv
{- -ectrr scoPY
ate.
ARATt
QUIR[
I )IECF
ELECT
�L1JI1�.�
I
OF
1
,
3
DOOR
4X6
12 fr
2' OVERHANG ALL AROUND
6X6 TRUSS POLES
DOUBLE PRE-MFG TR1.1
24' Cr
DOUBLE PRE-MFG TRUSg I 4jg. I 0
I L-
12' 0'
6X6 CORNER POLES
6X6 END WALL POLES
DOUBLE 2X6 BRACE
SEE DET. 7 &tto
DOUBLE 2X6 BRACE
SEE DET. 7 &
Ow.
6
12' 0
END ELEVATION
1/4".=1'
12' 0'
SIDE ELEVATION
1/4
12' 0
36' 0'
24' 0'
70 rt-
e 7
12' 0'
t _
-
2X6 FASCIA
Z
2544.2 END WALL RAFTERS
F-7-21
r •
12' 0'
RECEIVED
CITY OF TUKWILA
SEP 0 9 1997
PERMIT CENTER
U.
1)91.•0611
ti
0
t--
I . 1
Lio
are of TUKWILA
SEP' .0 9 1997
PERMIT CENTER
7
ww
EA TR 10 POLE
2X6 ViAANGER
3 16D
NAILS
2X6
RAFTER
2'O
r
29 GA. STEEL SANG
SEE DET. 5
`1." BRACE
SEE DET. 7
\- 2X6 ROUGH CUT Er LONG
TRUSS BOTTOM CHORDS W/4 16D NAILS IO EA.
"MSS BOTTOM CHORD.
METAL DECK
5 CAP
SEE AL 5
DETAIL 1
DETAIL 8
7Y6 EA. mg
29 GA. STEEL ROOFING
3 160 4014, 2xe To atom
2X ROOF MONIS r OC SEE GET. 4
A. 1U BOLTS
2 RI ILK.
WALL GILTS SEE DEM. 6
REIM ARUN
TRUSS 9E8 MEMBER
2 16D NAILS TYP.
3 160 PURUN
TO EtOGIC
cm MIDGE POST -
3 160 TRUSS TOP L7
CHIXID TO BLOCK '
SEE PLANS FCR RAFTER
NAIUNG
01,1111VaNi.
RIDGE POST OR
TRUSS TOP 6X6 TRUSS BLOCK
RAFTER
MAG. BRACE 9141:44.8rietw4-e4-pbuts-- AN/b-Zoci I.
CHORD OR
STOPOteltACE-RIGHT
Wit fe-TO-RIEI6E-POtri-ORF-TRUSSILK. f &t.t,s 6
DETAIL AT RIDGE
•
' A6 '40
DO WALL XNG EETIVIEN PURUNS
WAO GA. 35 1 PLATE EA. BLOW
29 GA. STEEL ROOFING SEE DETAL 5
ROOF PURUNS TOE NAL
TO EA. RAFTER W/16D NAIL EA. SIDE
80 N TIE PLATE
TA !LOCKS
POtE
29 GA. STEEL SIDING SEE DETAL 5 EXTEND TO ROOF
DETAIL 3
o
2-1.A x
T GLARED
V§ PALM ELOCK
91/6 I6D •10 MUM
& 3 16D TO TRUSS TOP
CM= AT EA TOE
YOIDE,Y •14
CM ST STRAP W 2
16D TO TRUSS OCK
* 12 160 T DEC MAC
RACE
VIEW
AG BRACE TO ROOF
DETAIL 9
DOOR POST TO WALL DETAIL „?..
ARMS 91/160 TOE NAILS
TO TRUSS EA. ME SEE DET.
4 F04 SPLICE
METAL DING
2X8 HEADER W/6 16D
NAILS TO POLE
EA. END
TOP OF
DOOR OPENING
4X6 TRUSS BOCK
4 MID NAL,S EA. IRV%
1 Gi4003 *7 TED TO
PURUN BLOCK
r — TRUSS TOP CHORDS
OR RAFTERS
2 2X6 D(AG TRIAGE 44/A35
EA SEE. 6 EEIX1 IA NAILS
TO IIIMM & 6 #10X2* LONG 11.0tEADED
FULL LENGTH TO TRUSS TOP
SEE DET. 7
2X8 SIDE VIED NAILS
$12* A ME OF OPENING
POI1
2X8 W/5 16D NAILS
TO JAMBS &
160 NAILS Olt OC
TO HEADER
4 IAD MAKS
C 0 f‘
METAL SIDING
MI Gen or cc
W/3 160 TOE NAILS TO POLE
POLE
2X4G1RTW/163S120CT02X8
AND Fs 160 NAILS AT ANGLE TO P011 SPACk.'" *V IX
DETAIL 6
2.
3 160 NAAS EA.
oArrat TO
BLOCK
DETAIL 4
.
TO
'mac
IDP OF. TIOZS TTON '01GRO
'V' DUCE
7:4 L FLAT NA T4 zoi \eot
wino NAAS OTT
IDILIWALL. POLE
DETAIL
END WALL BRACING ALL END WALL POLES.
Roar RAMOS.
TRUSS VP CHORD
ve mai pumiN
TO
A T ye) USE 112 X 2" ON WALLS
fI2 X1112" HEX HEAD 'MRS W/NEOPRENE
\
WIPL . _ OR GYP BOARD UNDERLAYMENT.
RIDGE CAP ATTACH TO ROOF DECK
WA1112X1/2 STITCH SCREW EA MB
ROOF PURLINS
416D NAAS TOTAL •
NO ROWS - TYFIC01.1.
—
zl EAVES & RIDGES OF ROOF. TOP & BOTTM OF WALLS
SI X 1/2° MEWS la HEAD
4E0PRENE WASHERS
OC STICH FASTENERS
ALL INTERMONME ROOF PUMAS ARO WAU^ ORM
1. ATTACH ROOF DECK TO RC WAU. RAFTERS X 1 IA'
1EX HEAD WON
CO "
I i I
1_1_1
(J)
0
LA.1
9, i997 1.41