HomeMy WebLinkAboutPermit D01-142 - HOWIE RESIDENCE - GARAGEM C HOWIE
14140 51 AV S
•
D01-142
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington x'8188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES.
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 336590 -0315
Address: 14140 56 AV S
Suite No:
Location:
Category: NGAR
Type: DEVPERM
Zoning: LDR
(206) 431 -3670
Permit No: D01 -142
Status: ISSUED
Issued: 06/15/2001
Expires: 12/12/2001
Const Type: Occupancy: PRIVATE GARAGE
Gas /Elec.: UBC: 1997
Units: 000 Fire Protection: N/A
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: N/A Sewer: N/A
Wetlands: Slopes: Y Streams:
Contractor License No:
OCCUPANT HOWIE RESIDENCE Phone:
14140 56 AV S, TUKWILA WA 98168
OWNER HOWIE M C Phone: (206)242 -9383
14140 56TH AVE S, TUKWILA WA 98168
CONTACT BRETT COLLEN Phone: 800 -794 -2276
1623 62 AV E, FIFE WA 98424
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Permit Description:
CONSTRUCTION OF A 1,056 SO FT DETACHED GARAGE
WITH STORAGE ON SECOND FLOOR.
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Construction Valuation: $ 23,760.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr:
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Sizetin): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
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TOTAL DEVELOPMENT PERMIT FEES: $ 626.96
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Permit Center Authorized Signature:
I hereby certify that I have read /arjd examined thi permit a'nd know the same
to be true and correct. All pro isions of law and ordinan 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 performance of work. I am authorized to sign for and obtain this
development permit.
Signature:
Print Name: 1;f2U'f ''ii
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.
ate: (2
Date: J - 61
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Addre: 14 4.1
Tenant.
Type: DEVPUM f
Parcel *: 336590-031F issued:
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Permit Conditions7
1, No changes will be made to the blan..!. U noroved b.
En9ineer and the ruiwila Fui/d;niz
2. All construction to bt done in confo;
plans and requirements of the Uniform Et 199
Edition 3T &merle:led. ti297
and WaThin9ton ;tate Ene,oy Code U':'97
Notify the of TuiA,Jila
piac:in9 any 1Cftt Th brocedure :n
requirements for suecial insuection.
4. Validity .t Permit. The i*::: Of lP11"„ %."
plans, specifications. eid computetions be cm-
strued to be a bormit tor. an obcolol ,/
Of 06y of the orovi:Fions the boildInd -:%r of.
, :ither ordinance of the lur!!..dion,
9ivt* authority to violate oi t tyos
code shall bt valid,
5. Electrical permits snail be obtained tiweulh t
State Division of Laboi a; Ir1u.i 1n6 3!
worl . . will be inspected b‘, that a9eno
t;. All permits. inl.pec rerorde and acq.1
available at the )ob site or to the start ,:d0-
struction. These documents are to bt main!7-7,Ined and
able until final inspection appeove: is G..nten
hereby certify that I have read the:.e cooditio a;id
with them as outlined. Alt L'Irovt::.:on.:. 1tw svid cr
this work will Oe complied w!th. whether specified bee'n or :Qt.
The 9rantin9 of thi .s. pecmit doei not bre•iume to Qive authocv to
violate or cancel the orovin's of .:wy c-ther cNr 1,iwz
re9u1atin9 Cn:F.truotion or r,he !:erformarice of
SiOnature:
Pr int rn
:sr T
Dates
Proje t Name/Te alt:
C.__
Type of work: • New Single- Family Residence El Addition - Single - Family Residence
❑ Interior Remodel- Single - Family Residence ■ Residential Accessory Structure'
❑ Remodel/Addition to Accessory Structure A.
arage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
Value of Construction:
Jo, �^-N J
Site Addr ss:
H1YO (d
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PVC. �, ^Ai e,,1 � A
LV
Cjty /Zip:
(-KV t
Tax Par Number:
iL o '.. - ) 9001?)i s
Pro ert Owner:
�.- Owner: ,
►( ,
'For an Accessory dwelling, provide the following:
I O Lot area CCJ Floor area of principal dwelling at Floor area of accessory dwelling
P one:
ia,' -ng1
Fax #:
Street Address
City State /Zip:
Contractor:
P11
Street Address: -----
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City State /Zip:
Fax #
V Q( - NO
Archite
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Phone:
Street Address:
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City State p:
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Fax #:
•f - 9 XG - -1- 2, r1s
Engineer
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Phone:
t . 3 - — 1 3 23
Fax #:
Street AddressC QQ
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City State/Zip:
Con a 1, ed k e\ \
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Fax #:
Street Address:
City State /Zip:
Description of work to be done:
DCf L .-Cots. s_am,
Type of work: • New Single- Family Residence El Addition - Single - Family Residence
❑ Interior Remodel- Single - Family Residence ■ Residential Accessory Structure'
❑ Remodel/Addition to Accessory Structure A.
arage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: Sewer ❑ 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
Pro osed Ne Square Footage: ft. Dwelling sq. ft. Covered Deck(s)
�sq.
( sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. It. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the are of the lot) , 3
'For an Accessory dwelling, provide the following:
I O Lot area CCJ Floor area of principal dwelling at Floor area of accessory dwelling
• Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
CITY OF TUKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
Project i. .fiber:
Permit Number:
Single- Family Residential Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
PPL P4N,T,f000ES ; FOR'puBLIc WORKS'SITE/CIVIL`R . :AN REVIEW OF THE FOLLOWING:
" (Addlt1onat reviews shall be det by the Public Works Department
❑ 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:
ri 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:
,mew ♦ le- O r
SFPERMIT.DOC 2/13/97
Data application expires:
# • 0 • to
Application taken by: (initials)
#77)
PLEASE SIGN BACK OF APPLICATION FORM
• ,
DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDING OFFICIAL
ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
"itynxiiNci SITOPLANS AND UTILITY PLanARL,7 COMBINED
N/A SUBMITTED
❑ ❑ Copy of recorded Legal Description from King County
❑ ❑ Certificate of water /fire flow availability (Form H -11 a). 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)
❑ ❑ 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 /OII /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.
❑ ❑ 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.
❑ ❑ 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 ".
$•
•
Butld ng,Ow{terlAtlthorized AgenOf the applicant is other than the oWiikregi tered '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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING' ER OR AUTHORIZED AGENT:
Signature
Print nam : 9 54 (Or LN
Address: f ( r 33 ( ant Av` r
SFPERMIT.DOC 2/13/97 Z
Date: i 1
Ptlop 9.( - 11.4 30
City/State/Zip: ?' ' ► ,', w ,o � ..04
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Type of Inspection
Address:
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Date called: l
Special instructions:
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Phone:
INSPECTION NO.
pproved per applicable codes.
COMMENTS/
Inspector:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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Corrections required prior to approval.
(206)431 -3670
Date: 1
El $47.90) INSPECTION; . E REQUIRED. Prior to inspection, fee must be paid
at 63D0 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
Type of Inspection:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Inspector:
Approved per applicable codes. Corrections required prior to approval.
n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
INSPECTION RECORI
Retain a copy with permit
PERMIT NO.
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Date: ,3_ 0
COMMENTS:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, W 98188
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INSPECTION NO.
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INSPECTION RECOR'1 '
Retain a copy with permit
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(206)431 -3670
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, W 98188
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INSPECTION NO.
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INSPECTION RECOR'1 '
Retain a copy with permit
Thi - fr47_
(206)431 -3670
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
Type of Inspection•
Address:
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(FISk TION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
In -? iiL9 • m.
Date:
❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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COMMENTS:
Type of nspection:
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INSPECTION RECORD
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION �1 ��11 .Y
6300 Southcenter Blvd, #100, Tukwila, WA 981 8 FrWi31 -3670
ED Approved per applicable codes.
Corrections required prior to approval.
�
Inspector. • Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
Type of Inspection:
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INSPECTION NO.
CITY OF T'UKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
El $4 .00 REINSPECTION E REQUIR Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector:
Receipt No:
INSPECTION RECORD'
Retain a copy with permit
Corrections required prior to approval.
Date /r` l
Date:
: )1 I'
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(206)431 -3670
COMMENTS:
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PERMIT NO.
PERMIT NO.
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CI1Y OF TUKWILA BUILDING DIVISION, ✓'Ior 5i . 1
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 ►}
Ej Approved per applicable codes. 'j Corrections required prioj49 approval.
$47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector Date:
- 1 - , 0)
Receipt No:
Date:
Project:
G [ - ie R ilft-.iic ..
Ty e of Inspection:
.)L) V /Cr hvr1
�--
- ( ) - f'
Address:
. • , . - 1/
al , . Iled:
e
0 /G/
,
..
Special nstructions: •
pe,,,,is ri.,/(( 62-e
fifr, n, ; ;; ; 'r
Dale wanteo:
7 7// /0/
- . n
Requester: •
—
Ph ne:
C - ` - l1
- 35.x- b
o
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
Inspector
Approved per applicable codes.
INSPECTION RECOR
Retain a copy with per
Date: - ! f , 0
Corrections required prior to approval.
n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
t
E) ate.-
ae.- i -ao
LLI :13
prt GL;s44b-cy
sioa "l - I o x )a
1%
lAkc wit.
I9146 5L
IvL4A l�A 9l�Il�d�
7 a-
- S„ Q_
t 7tlrRIQ\
B \K 1 MAY 1 1 2001
Viwtt SSG/ 59o03i50y
/
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
DENNEY ENGINEERING, INC:.
38809 191st Ave. SE
Auburn, Washington 90092
Phone & Fax (253) 939-1373
L
PROJECT ROOF c7yicl ,. loop (z-remiy
"A 7Z A NT,4 "6c7ra9es 20 FT: iLess
Snow L'odc}1 30fsf
G&',%-,n/ F0 /13 5e, - niia Zone. 3
B y ERD
�// Dale 218101
FOR CT 8c9re // a h . ncia sz'r / S
/, r , ec/ Zi7 0/9e LI Se oon
,- 2 /0/
2 -43--01
csw
MAY 1 1 2001
•
DENNEY ENGINEERING, INC.
38809 191st Ave. SE
Auburn. Weshingon 00092
Phone & Fox (253) 030.1373
Roof 75.ar,t frg .
Loads
PL - /DAs¢' ((se.
Basic Live L oad = . �O psf (stow) Roof slope =15°
Reduced Lave La0d
� '
R r g T ' _ -- t 0. 250 p fier c4,yit? ors /d /e over 20
i 46) Z
Then; Sfao : LE .-2.5 0,20(¢5- 20)... 23.7,5;61 1'sf Say
,oc C.L /oft - 3.4I ps
. �d . . e/dy. � 0) 7 2 x 8 s 5pa /2'
ehk. 2 x�° ! /'F 2' @; 2 "a. c. ` on /2' sron
75 ps.. epet = /(73 E =/.3 x /0 -e.
A - /o.! 8'8'u : = /3. /41 . r 47.64L
4 '
!/ 68
/ 68 ( /2) )2 4F
G3/4 2 (2) - y$
0 5'6.5) 56.3/) sc
/D, g
. i~6 = /2 / ( 2) = ///5./ 5 •
/.3 teX
L .Q/3 E19 l.2 4 tz .)` : a
..' . 1w 3_F/ 6.TG707; ) : ...'
�� � fi r' 1� ,
L a s e ,r
6 : ' 2 z /duels 20, 22' c 2/ / la de
DATE 2/0 / PAGE . I
_oo f 1 Roor Franc; 9
77 ara-7ges 24 Fe. 4 less
Hoare
01C
A)o:ee.:: Mee, . Wa //s are yjot rez'c-/ frig ra fz`er
ra or► t. h erefiore ;got
carry fi :1Snee -walls
DENNEY ENGINEERING, INC.
38809 191s1Ave. SE
Auburn, Washington 99092
Phone & Fax (281) 939.1373
f3oorah��•�� (ciiz"c)
Ra ?i ers for /6 lo G
'Ch
7
' ps Fi rep L , = 1 270 fsL . �/. 3x l0�°pSt
$
r4 = 25/' C. S 7.5Ya r 26. ?O
a)72. - .. ¢.(2) = &"0 a)1 � - 24& -
V 6 ) 1 { 8 / 2 2 7 2 #
e ! ! F. 2 5
S( ?) . 54� � Z
5�
L _ 'D, c/3(4/-$ )( (/ = 0. J6 _ i /se& Dk
0.3 x / O )(2'0. FOY
L/,-e 2x ra 1: A. c: tavr 8/04s. /2' /'
DATE 2 /8/o
PAGE a.
Roof 1 /Tor Fr/;;'7 c
' r9f /c9 4 '' _4 rages 14 ft. 4` less
Nea relannc/
DENNEY ENGINEERING, INC.
36809 191s1 Ave. SE
Auburn, Washington 09092
Phone & Fox (281) 030.1373
Floor
J7/55
L.oads
D L 2, 2. psi JA" P4, 716
2r30 /.75/ re./7" @ /2 /'m.c.
o. 95 12 s ( /V /isc
�L 6.00 psf
£L 50.00 psf
TL 6.06
'7
7 - / /2'' $ y,
L G =
5D /
72 = ,c6 .4 /
the / 4- 7 1 T . Z . / p r o 350 (z / 2'' o. c.
. L c a c i t f for Q LG < e/360 = 42 (, 33) = 55.3 X 01<
TL :capac;t - 7( # / OK (See,. 5)
22' c .5 - pan
Trl /lo''.51c y,
L 2 = 500.33)=66.5
rt=
(4 33) 71 .5 * /
die /4 350 /6" 0, c.
GC. ,ca1ac/ = 6 OK
71 *Cafla c� — 3
DATE 2 /F /0
ROOF IF/00r FranI, P7y
1 */d n 4 ' Garages 4 Ft. .e /e ss
/ /earZ <1d
RAGE
DENNEY ENGINEERING, INC.
38809 19161 Ave. SE
Auburn, WashingIon 99092
Phone & Fex (283) 939.1373
f /oor 410;szi-s (dOn'd)
20' sp'h
77-1 12 ,spa G•;? 5
LL =50.
TZ.. 6 psi' s i'
C.J•e // 113 /2 50 c /2'' o. c,
LL. ca / 46 , ciz`y = 4z0(1.33) = 53.2'/ O/
/to span
Try 16 ;g
LL _ 500 = 6.s
7Z = 560.33)== 7 4 3"
( / S e // 8'' TJE /Pro 250 Cz /lo''o. c.
e ape ci6 75.33) = /00 x / dl<
TL 1, /too' /, DK
/' 5fla)
Try /6/' .36a c,i
LL.= Lo6.S
T2= 74.
L/se 9%2 TJ :Pr 5 /50 0 /6' o. c.
LL Ca /acity _ 7 a 33) // /
/24/ * /
TL
/,
DATE 2/ / ./
ROOF 6 door Fit-7,711;75
",'/ n / '/ cc7r�yes 24 Ft. `less
�,,/
/l relana'
PAGE.
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HOW TO USE THESE TABLES
1 Detenutne the total load and lr• loaa cis the josh rn pounds per :meal !Cot ; pi!)
2 !_ccate under JOIST CLEAR SPAN a span that I neets or •ticee s the required joist to „n
3 Scan right across the row until you find a cell ..here both the rn. t ntnn TOTAL LOAD value Ind the ma.unurn LIVE LOAD
value meet or exceed the required leads In cells where LiVE LOAD n not listed, TOTAL LOAD •..JI c;ntre!
4 The :eves and depth of the appropriate TJi' joist is shown at the top of the column rn which the c n loc.rte:f
GENERAL NOTES
T,,pies are based on
• Uniformly loaded joists
• t:.uus's shu,.n ass no composite a:tunr provided b stlirir
• Most resuicinr cf simple or usuitiple 1i) .111
• TOTAL LOAD 1unrt1 lout deflechon to L1241)
• LIVE LOAD is based on lout deflection of L:450
• Ir` hie load deflection limit of L;360 is desired, multiply value in LIVE LO- \D
column by 1.33 The retuttin, lixc load Shall not exceed the TOTAL LOAD sho\.n
1VE13 STIFFENER REQUIREMENTS
• Required if the sides of the hanger do not laterally support the 141': joist top
tl.urge Or p r footnote On pages 20 an.t _
tm
LATERAL RESTRAINT PANELS
24" LATERAL RESTRAINT PANEL
Provids ha kroms, bolts end
itywOOd U. d par is rit4x1 to
frit Soxr.
(=)
Ti �
RESTRAINT PANEL PlAN - --
For use In wodatiQt
wtwr It to not pc ibis to
Mt the trillion t v rag
recrironwrib •d us.G
2517(8)3 because
wed Welt
Provide tioidorr»
end plywood
shown
Ilrri • • • .. tot floor.
TQPftATE
HEADER
nil sheathing to header M 3'
o.C. Oath miy
APA rsWd sheathing 3/9
approved hooked end, wgod to
•
1rt" mown Our** ** Mellor
bolo %Oh minimum 7 Mai •
kthigirrent kdo comet*
r /2"44x
�x
TOP PLATE
ttsil
each wry
/IPA Mad
• 24/0 EXP
;roved hooked ecaa vrood to
aonarata oomada ash 3500
Ica. 9Nntmin capacity
7R' rraimum di2tn anchor
cob QM 9 . Mann of T
Inches kit.& rrt It to tomato
24" minirrun
RECEIVED
CITY OF TUKWILA
C OE 09N!
LT R HERMIT CENTER
•
STNb!14
NDA Nt722
• NOM THE USE OF LATERAL RESTRAINT PANELS OR MINIMUM Ems!
BUILDING COOE IS REQUIRED. ANY DEVIATION REOUIREs r
ON STATE UGENSED ENGINEER.
2.Z4 aNda- II .
atrat inn b anti
etu0
a—
nd MI sues
Odes end Iwo*
an
I
sac *Wei
shistrft b Sidi
Plitn
OS rarer in eher
was at anchor ,
..M EX7tVWD /2
t rw N
PAS NA
2-27C atria • n91d1
*weft to met
4-
e9aM d
atude,pades arid
km* Wel id
Olds prod.
3-x id nd
10 out
.4 new In Our
mars of wscnot
601 e ,r fr? C, F/01.vie
6
1 0 v
24'' /14 /-/,
ADD 2x FLAT BLkG
/N E,4 cN 57Z10 5PAc6
W76 -1Od ,VA/L 5 /rJ
ex /S T /A /G /17U /L L
(APFRDx. 2%2" 0. C. )
Jr
1
0
G
I p ■ -
V •_ n
RETA3 or( r MUDS /Z. L itOR L/4-7FRAL
Res TRA MIT PAAJEL /firs
�---- HO LDOW N
( rt' )
RECEIVED
ti
D EPAR'I' EN "
June 6, 2001
Brett Collen
Heartland Industries
1623 — 62nd Avenue E
Fife, WA 98424
Dear Mr. Collen:
City of Tukwila
Department of Community Development
RE: CORRECTION LETTER #1
Development Permit Application Number D01 -142
Howie Residence
14140 — 56th Avenue S
Steven M. Ailullet, Mayor
Steve Lancaster, Director
This letter is to inform you of corrections that must be addressed before your development permit can be
approved. All correction requests from each department must be addressed at the ,came time and
reflected on your drawings. I have enclosed comments from the Building Division. At this time. the
Fire Department, Planning Division and Public Works Department have no comments.
The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate
revision block. If your revision does not require 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. Corrections /revisions must be made in person and will not be
accepted through the mail or by a messeng_e : service.
If you have any questions, please contact me at (206)431 -3672.
Sincerely,
4.1frutiL,
Brenda Ho t
Permit Coordinator
enci
xc: File No. D01 -069
n300 Southc enter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 20o--131-3o70 • Fax: 20o-- 131 -3o05
ACTIVITY NUMBER D01 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
Original Plan Submittal
DATE: 06 -1 -01
SUITE NO:
Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued
DEPARTMENTS:
guildDivision,.
- RV(
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
TUES /THURS ROU 1NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
CORRECTION DETERMINATION:
Approved ri
J &( )II IOC
NIl
E " " A t
puvi1T
C
n
n
REVIEWER'S INITIALS:
CORD co::(
Planning Division
Permit Coordinator
n
DUE DATE: 06-14-01
Not Applicable 1
Comments:
No further Review Required
DUE DATE 07 -12 -01
n
DATE:
Approved n Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
DUE DATE
Approved with Conditions n Not Approved (attach comments)
DATE:
ACTIVITY NUMBER D01 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
Original Plan Submittal
Response to Correction Letter #
DATE: 05 -11 -01
SUITE NO:
Response to Incomplete Letter It
it _ AFTER Permit Is Issued
i
DEPARTMENTS:
Bo kg Division F-
at& G&- 5.0(
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete C
PLAN REVIEW /ROUTING SLIP
Comments:
TUES /THURS ROUTING:
Please Route
vu�
Incomplete
Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved F7 Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
'MOO II IX)C
Yn
Approved with Conditions
Fire Pre e v n tion C
tom -15 A
Structural
REVIEWER'S INITIALS:
PERMIT COORD COPY
Planning Division
'Litt c, - 1 - O (
Permit Coordinator
Not Applicable
I 1 No further Review Required
DUE DATE 06-12-01
n
DUE DATE: 05 -15-01
DATE:
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments) I I
DATE:
ACTIVITY NUMBER D01 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
Original Plan Submittal
DEPARTMENTS:
Building Division
Public Works
amor
Response to Correction Letter # 1 Revision # AFTER Permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comment
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete ri
n
c
DATE: 06 -1 -01
SUITE NO:
Response to Incomplete Letter
Planning Division
Permit Coordinator
n
n
411111111.■
DUE DATE: 06-14 -01
Not Applicable
TUES /THURS ROUTING:
Please Route C Structural Re iew Required C No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved I I Approved wit C nditions Not Approved (attach omm nts) L I
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved
+rwa)ini LXx
SI•■■
Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE 07 -12 -01
DUE DATE
Not Approved (attach comments)
DATE:
PERMIT NO.: DO I 14'.
BUILDING PERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre- construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation /Indoor AQC
❑ 00070 NI.EA Inspection /Modular Strict
❑ 00071 Mobile [tome Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ , 00095 Footing Drains
00100 Foundation Footings
0200 Foundation Walls
00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
0 035 Crawl Space
0040(1 Shear Wall Nailing
0450 Plywood Wall Sheathing
00500 Roof Sheathing Nailing
�❑ 00525 Plywood Deck Nailing
00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
* 01 06I0 Chimney Installation /:111 Types
0(1700 Framing
00750 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall Insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ (11000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01 110 Pre -Move Inspection
❑ 01 115 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre- rerouf
❑ 140O Final -Fire
01700 Final- Building
•' Final-Reroof
01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 0400I Special- Mom /Resist Cone Frame
❑ 04003 Special -Reinf Steel Prestress
❑ 04004 Special - Welding
❑ 04005 Special -high- Strength Bolting
❑ 04006 Special - Structural Masonry
❑ 04007 Special- Reinf(iypsum Concrete
❑ 04008 Special- Insulating Cone Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special - Piling, Piers. Caissons
❑ 04011 Special- Shotcrete
❑ 04012 Special - Grading, Excav /Fill
❑ 04013 Special- Retaining Wall
❑ 04014 Special- Panels
❑ 04015 Special -Smoke Control System
TENANT NAME: • ��
e
CONDITIONS
7(
000I No changes to plans unless approved by Bldg Div
01110 Special inspection required, notify Bldg Div
❑ 0 I Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & wales shall he on site
❑ 0016 Exposed insulation hacking material
❑ 00I7 Suhgradc preparation including drainage. excavation
❑ 01118 Statement from rooting contractor verifying lire
749 retardant class of roof
(1019 All construction to he done in contbrmance ‘v/approved
plans
❑ "No murk shall he done in addition to those modifications..."
❑ 0(102 Plumbing permits shall he obtained through King Co
❑ (11)2O Structural observation shall he provided for this project
❑ 1((121 All trod preparation establishments must have King Co
0022 Fire retardant treated wood shall have flame spread of
(023 Notify Building Division prior to placing any concrete
❑ (10 All spray applied fireproofing shall he special inspected
❑ 111125 All wood to remain in placed concrete shall he treated
❑ ►026 All structural masonry shall be special inspected
111127 Validity of Permit
11(►28 Rack storage requires separate permit
0003 Electrical permits obtained through I. & 1
0030 No occupancy of building until lira( insp by Bldg Div
❑ 111132 Remove all %weds. concrete. stone foundations, flat
concrete
❑ 111136 Manufacturers installation instructions required on site
❑ "1311 I maximum allowed per 1997 \VA State Energy Code"
❑ 111135 Contact PW Div to obtain insp (imr water /sewer connect
❑ 111138 A C of0 will he required f this permit
❑ 0039 Final approval for all T1 % /in the limits (tithe SC 111a11
❑ 0004 All mechanical tvork shall he under separate permit
❑ 0040 All construction noise to he in compliance with 8.2 "1'1 1C
0141 Ventilation is required fix all new rooms & spaces
0005 Ventilation
permits. insp records & approved plans available
0006 All structural concrete shall he special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co'
❑ "Anchoring - All new construct and substantial improvement shall be
anchored to prevent flotation"
❑ 11007 All structural welding shall be done by WABO certified
inspector
❑
0008 All high - strength bolting shall be special inspected
❑ (00) Bolts installed in concrete shall he special inspected
❑ 0031 Comply with requirements of TMC 16.04
❑
0034 Removal of septic tanks require approval and
compliance with King Co I lcalth Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Duel burning appliances
❑ "Appliances. which generate......
❑ - Water heater shall be anchored...."
❑ " Remor
Ye
Plan Reviewer: 4
Permit "Tech:
Date:
Date:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
DATE: 05 -11 -01
SUITE NO:
Original Plan Submittal Response to Incomplete Letter I
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Comments:
n
Fire Prevention
Structural
ANN
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete C
TUES/THURS RO TING:
Please Route Structural .eview Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri Approv d ith Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved
wuuL:1! Doc
S^II
Approved with Conditions
I I
C
REVIEWER'S INITIALS:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 05 -15-01
Not Applicable ri
No further Review equir 1 l
DATE: 5
DUE DATE 06-12-01
Not Approved (atta h co iments)
n
DUE DATE
Not Approved (attach comments)
II
DATE:
Partial BUILDING DIVISION REVEIW
Date: June 4, 2001
Project Name: MC Howie, new 2 story garage permit application
Application #: D01 -142
Plan Review: Ken Nelsen, Plans Examiner
A general Building Division plan review has been completed on the subject project. Please
address the following comments and accompany with revised plans and/or documentation.
1. The plans must show the location and details for brace walls at each corners of the
garage as required in U.B.C. Section 2320.11. Additionally, the 18 inch wide walls on
either side of the garage car door opening must be engineered brace walls.
2. The engineered framing lumber sizing shown in the calculations prepared by Denney
Engineering, Inc, must be shown to replace those on the plans "Building Size Selection
Table ".
No further comments at this time.
Tukwila Building Division
6300 SouthCenter Blvd.
Tukwila, WA 98188
206 - 431 -3670
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01 -142 DATE: 05 -11 -01
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S SUITE NO:
Original Plan Submittal Response to Incomplete Letter ft
Response to Correction Letter # Revision it AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
isammour
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete C
Comments:
V'RRUI,TI DOC
n
n
Fire Prevention
Structural
Incomplete
APPROVALS OR CORRECTIONS: (ten days)
C
Approved ri Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved Approved with Conditions n
REVIEWER'S INITIALS:
n
Planning Division
Permit Coordinator
n
DUE DATE: 05 -15 -01
Not Applicable ri
TUES/THURS ROUTING:
Please Route Fi Structural Revi w Required [ No further Review Required
REVIEWER'S INITIALS: P/ o DATE: C 6/07
•
DUE DATE 06 -12 -01
Not Approved (attach comments) n
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
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ACTIVITY NUMBER 001 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
Original Plan Submittal
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Please Route
Response to Correction Letter # Revision # AFTER Permit Is Issued
Comments:
n
C
TUES /THURS ROUTING:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete ri
Structural Review Required
Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n Approved with Conditions
vxnuutt ixx
s "n
Response to Incomplete Letter #
C
rl
DATE: 05 -11 -01
SUITE NO:
Planning Division
Permit Coordinator
DUE DATE: 05 -15-01
Not Applicable ri
No further Review Required
_ DATE: — `L\ ` •
DUE DATE 06 -12 -01
•
n
DATE:
DUE DATE
Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
ACTIVITY NUMBER D01 -142
PROJECT NAME: MC HOWIE
SITE ADDRESS: 14140 56 AV S
DATE: 05 -11 -01
SUITE NO:
Original Plan Submittal Response to Incomplete Letter If
Response to Correction Letter # Revision ff AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete LI
Comments:
TUES/THURS ROUTING:
Please Route
REVIEWER'S INITI
Approved ri
Approved n
`PIt4011I1.L3(X'
v..
PLAN REVIEW /ROUTING SLIP
n
CORRECTION DETERMINATION:
Fire Prevention
Structural
Incomplete LI
Structural Review Required
n
n
APPROVALS OR CORRECTIONS: (ten days)
REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 05 -15-01
Not Applicable
No further Review Required
DATE: 3 c,
DUE DATE 06 -12 -01
Approved with Conditions Not Approved (attach comments)
Approved with Conditions Not Approved (attach comments)
DATE:
DUE DATE
DATE:
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the nail, fax, etc.
Date: Plan Check/Permit Number: D01-142
® Response to Incomplete Letter #
Response to Correction Letter # 1
0 Revision # after Permit is Issued
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Project Name: MC HOWIE RESIDENCE
Project Address: 14140 -- 56 Avenue S
Contact Person: Brett Collen
Summary of Revision:
L,. 4, ' .CJ .... li
Phone Number:
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: - 4.1"
("j
Entered in Sierra on ( - 1'5-01
06/06/01
■
3
as
0
to
..
....
go
12
Balance Due: $ .0
Need Current Contractor Registration Card: (Yes ❑ No
Need to Enter Contractor Information in Sierra: No
❑ No
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24' 21' -r 2x51x20' 24°
* 1) FLOOR JOISTS MAY BE SUBSTITUTED WITH MANUFACTURED JOISTS OR TRUSS JOISTS.
SIZE AND SPACING SHALL BE PER MANUFACTURERS SPECIFICATIONS FOR 40/ UVE LOAD.
2) JOIST SIZE MAY CHANGE IF GLUE -LAM OR OTHER TYPE OF BEAM IS USED TO
SUPPORT FLOOR FRAMING.
1x4 TRIM
3
10
FINISH GRADE
ANCHOR BOLTS
PER LOCAL CODE.
BUILDING SIZE
SELECTION TABLE
20
12
22
24'
BUILDING LENGTH
25'
12
12
-CONCRETE SLAG AND
FOUNDATION PER
LOCAL CODE.
B RIDGE VENT
19' -r 2xBx16'
20' -r 2xBx1B'
BUILDING SECTION 0
3/8- - 1• -0' 1
PRESSURE TREATED 4x4 POST,
SPACED AT 8' -0' MAX..
FOOTING PER LOCAL CODE.
REAR ELEVATION
SEE GENERAL
NOTE #1.
24'
24'
24'
24'
24'
24'
4 2110 0E0( FRAMING
(3) 2412 STRINGERS
I I
2x10
2x10
2x10
2x10
2x12
2x12
2x12
- - - - -- APPROTL RIDGE HEIGHT, -- - - -
SEE BLDG SIZE SELECTION TABLE
216 TOP RAIL I
21(2 BALUSTERS'
2x4 SUPPORT POSTS
VAIN 3/6' LAO
BOLTS, LOCATIONS'
AS SHOWN.
zg
2x8x12'
2x10x14'
241006
g
1!'
16'
16'
2410x1r 16
2412x20' 12'
2414x22' 16'
2414x24' 12'
66.
1x6
1x6
lx8
lx6
1x8
Ix!
lx8
9'x7
DOUBLE TOP PLATE (TYP.)
2x4 BLOCKING AT 16' O.C.
HEADER, (2) 2x12', w/
7/16' O.S.B. SPACER
KNEE 'MALL (SHOWN AS 4'),
ACTUAL SIZE AND LOCATION
TO BE DETERMINED.
FLOOR JOIST. SEE BLDG SIZE SELECTION TABLE--
DOUBLE 2x4 SILL PLATE
BUILDING TROTH, OUTSIDE OF STUD TO OUTSIDE OF STUD
SHINGLES AND BUILDERS FELT
ON 7/16' 0.5.8. w/ PLY CLIPS.
eg
gg
3' -B'
9'x7' a -e•
9'x7' 4' -6•
9'x7' 4' -8•
16'x7'
a'3'07 6' -e
16'x7'
KK
N/ A
N/A
N/A
N/A
B' —o'
2x4 BOTTOM PLATE
—ALUMINUM DRIP EDGE
FASCIA BOARD, SEE BLDG
SIZE SELECTION TABLE
12' SOFFIT WITH 8'x16'
VENTS • 6' -0' O.C.
1x4 TRIM
SIDING / SHEATHING
2x4492 5/e' STUDS
AT I8' O.C.
TOP OF CURB
8' RIDGE VENT
/
t y
,
1 ) � TIT
Pre 160
II3firr;
Pre ASO
IP/8 TJT
Proms
(4 T1
Pro 3S0
-TIT
Pro Pro 3(0
1° .
L
g y A.
1L
/a"
/ &"
a"
ALUMINUM DRIP EDGE
APPROX. RIDGE HEIGHT. — �_- ---�__ -1x6 FASCIA —__—
SEE BLDG SIZE SELECTION TABLE
12' SOFFIT
1x4 TRIM
SIDING / SHEATHING
1x4 TRIM
2.1
Flo
zoo
DOUBLE TOP
PLATE.
1x4 TRIM
216 WRAP
BOARD.
LEFT ELEVATION M
RAFTERS AND RIDGE
BOARD, SEE BLDG SIZE
SELECTION TABLE.
HEADER, (2) 2x8', w/
7/16''0.5.8. SPACER
DOUBLE 2x4 SILL PLATE
2x4 STUDS AT 16 ° - D.C.
3/4' CDX T&G PLYWOOD,
CLUED AND NAILED.
<xl�ex.x wINIMM Z�oeMOU0e.rex.e•ex...r r1 ■�.
�t_at_t•t• �e��eT•ie•al� eI•ex.wM∎1 x•••
IMMIIIMM01101•1= t•�w0Mwaex.el•I♦11=I•t•w∎001Mex.,••=1■I
*II Mb ' ESSE Mali kV
WALL SECTION O
3/6' I' -0' 1
TREAD, / RISER
1 -1 / 4 ' (2 I 5-1/2' to 6-3/4'
0-1/4' (2x10) I 7' to 6'
FLOOR JOIST, SEE BLDG
SIZE SELECTION TABLE.
HEADER, (2) 2x12'4 w/
7/16' O.S.B. SPACER.
O.H. DOOR AND TRACK
SHINGLES ON
BUILDERS FELT
w/ ALUMINUM DRIP
EDGE ALL AROUND
FASCIA BOARD, SEE BLDG
SIZE, SELECTION TABLE
' 3' -D' x 6' -E1'
SERVICE DOOR
(STEEL OR FIBERGLAS!)
SIDING/SHEAVING
1x4 TRIM
FOUNDATION PER
LOCAL CODE
S-r
R14A•r:ML 'WAD
w r
SE 1RE/) I RED SOME
MD DEMME OWL
SUES NM OMIT.
r4 ruc
LINTER DOOR ON EC (TYPICAL)
FELD BEMIRE ACNAL =ATM
SEPARATE PERMIT
REQUIRED FOR:
LSJ MECHANICAL
16 L ECTRICAL
15 PLUMBING
) GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
SHINGLES ON
BUILDERS FELT
1x4 TRIM
lx6 FASCIA
Z -BAR FLASHING
11x4 TRIM
FOUNDATION PER
LOCAL CODE
4'4
Y -21/2'
R.O.
KNEE WALLS, SIZE
AND LOCATION TO BE
DETERMINED
2 WINDOW
7 -0
R.O.
2ND FLOOR PLAN
1/4' - ,.. 1
LOADS :
SNOW LOAD - 30 PSF
WIND: BASIC WIND SPEED - 80, MPH
EXPOSURE - C
DESIGN WAND PRESSURE - 23 PSF
GENERAL NOTES :
1) 2ND STORY ENTRANCE IS NOT AVAILABLE ON
12' AND 16' WIDE MODELS. REPLACE DOOR
2' x 3' WINDOW. ',REPLACE STAIRS
WITH INTERIOR FOLDING STAIRS.
PRESSURE TREATED
SANDING AND STAIRS
PRESSURE TREATED
4x4 POST (Tr.)
SEE GENERAL NOTE /t
canIER.. wow OR ADC' (WPM)
FRB TIE NWE ACIUM:IOGTg1
E a -Ce
TOP OF CURB
e r N NI ni
FRONT ELEVATION ,
WIC 10111 RUM SUMO Off S 1 TJBRE
1ST FLOOR PLAN
1/4' - I-B'
4?)
I understand that the Plan Check approvals a
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged. '
By �OyJG,I
Date
Permit NCI.
FILE (COPY
241 ' WRAP BOA
ex
145 FA
DETAIL
3/4' - 1 ° -0'
2x6 O.H. DOOR
WRAP
-- DOUBLE STUD FRAMING
AT OPENING
2x4x92! S/8'' STUD
FRAMING. AT I6': O.C.
` STUD CORNER
o'
END RAFTER
2x4 STUDS
AT 16' O.C.
2x4 BOTTOM
PLATE
3/4' COX TAC
PLYWOOD GLUED
AND NAILED
END JOIST
DOUBLE TOP
PLATE
HEADER (2)
2,42 w/ 7/18'
0.5.8. SPACER
1 OF Itl "91
` 'O FR
JUN 14 2001
s r1
CORRECTION
Q verve Newt*. IeQMMee, Me,
ARCHION
ARCHRE(.'TS - PNGI EEPS.1l4
4039 N. Central Avenue
i,,opolie, Indiana 46205
re. (317) 926 -7975
(3.71 d241-9014
HEAR AND
moo or '44 MU0 BAN, wet Ium
moo swam. NA, am m -IM-RA
P.O. e- 1770 4100- 211 -447
Cemr, N alp37 Fee 3I7- 575 -1M!
6 ' 141Ac,
DO1 1Q
Revision
Project No.
Dote
99009
8 -13 -99
Scale AS NOTED
Drown By INK
CNecked By i BDT
,Sheet, Title I
.. ATLANTA"
GARAGE
Sheet No,
CDY KWILA
IIIM1 2001