HomeMy WebLinkAboutPermit D2000-409 - THE JUNCTION - LOT 21 NEW SINGLE FAMILY RESIDENCED2000 -409
The Junction
Lot 21
14913 57 Av S
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City of Tukwila (206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING:
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
377930 -0210
14913 57 AV S
NSFR
DEVPERM
001
North:
TUKWILA
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Contractor License No: TRYONCL013DH
Permit Center Authorized Signature:
Signature:_ e -
Print Name: _DO_„jJ_ P YOI..)
Fire
.0 South: .0 East:
Sewer: TUKWILA
Slopes:
OCCUPANT THE JUNCTION - LOT 21
14913 57 AV S, TUKWILA, WA 98168
OWNER TRYON CONCEPTS LLC
PO BOX 146, RENTON WA 98057
CONTACT . DON, TRYON
14420 SE 84 ST, NEWCASTLE, WA 98054
CONTRACTOR., TRYON CONCEPTS LLC
PO BOX 146, RENTON, WA 98057
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *;
Permit Description:
CONSTRUCTION OF A NEW 2,476 SQ FT SINGLE FAMILY
RESIDENCE, 688 SQ FT ATTACHED GARAGE, . 128 SQ FT
UNCOVERED DECK VAREA. AND 52 SQ FT COVERED DECK
AREA..
PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SEWER,
WATER, STORM DRAINAGE, LAND ALTERING, EROSION
CONTROL.
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
1 Construction Valuation: $ 228,932.24
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No:
Flood. Control Zone: N
Hauling:_ N Start Time:
Land Altering: Y Cut:
Landscape. Irrigation: N
Moving Oversized Load: N Start Time:
Sanitary Side Sewer: Y _ No:
Sewer Main Extension: N Private: N
Storm Drainage: Y
Street Use: N
Water Main Extension: N Private: N
Public: N
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
TOTAL DEVELOPMENT PERMIT FEES: $ 3,201.65
_..****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *;
I hereby certify that I have read and examined th 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 performance of work. I am authorized to sign for and obtain this
development permit.
This permit shall become null and void if the work
180 days from the date of issuance, or if the work
for a period of 180 days from the last inspection.
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Protection:
.0 West:
Phone:
Phone: 425 -228 -9750
Phone: 425- 255 -6518
Phone: 425- 255 -6518
Streams:
Separate) Eng. Appr: LJM
50
Date:
Size(in): .00
End Time:
Fill:
End Time:
D2000 -409
ISSUED
01/18/2001
07/17/2001
DWELLING
1997
N/A
.0
Public: N
Date: - VB
of
50
is not commenced within
is suspended or abandoned
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CITY OF TUKWILA
Address: 14913 57 AV
Suite:
Tenant.' Status: ISSUED
Type: DEVPERM Applied: 12/27/2000
Parcel #: 377930 -0210 Issued: 01/18/2001
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Engineer and the Tukwila Building Division.
Engineered truss drawings`_and•calculations shall be on site
and available to .the ` u`ui lding inspectorpfor.,'inspection
purposes. Documents shall'; bear the seal and signature of
Washington State Professional;Engineer.
Any exposed `insulations backi ng - materi a l shall have , a Flame
Spread Rating of '-25,or less, and material shall bear,.' ldenti
f ication show ing the f ire' performance 'rating thereof'.
All construction . . to be done in conformance with approved -,
plans ,sand requirements of the Uniform Building , Code '( 1997 .,
Edit on) as amended, Uniform Mechanical Code (1997 EditiOni,
and ,Washington State Energy ,;Code (1997 : .. . •
PlumbIngpermits shall be obtained through the Seaitle -Kin., c
Cou'nt . y Department of Public ' Health Plumbing will be ,.
insp that agencv, " all gas piping
(296',i-4722). 4
Notify the Citty of Tukwi1a';Buil,dtng Division prior
piacing, any concrete This,procedure is in addition
re.Irernents for special inspection
A11-'Wood to remain inplaced e shall be treated wood.
Vali-,dityof Permit. AssUarce of a permit or approval,o
platys,
specifications, and computationsishaf not be con - ;
strued to be a, perm.it for., or an approval of, any violation'
of any of the provisions of the building code or of ,;any
other of the jurisdiction. No ;permit p resuming,..t
give . authority to violate or cancel the provisions
code shall be valid.
Electrical permits shall be obtained through the Washington
State Division of :,Labor and Industries and all electrical
work will '; b;e. inspected by that.,, agency (248-6630).
10. There shall be no occupancy of the building(s)' until ' the
final inspection has been completed by the Tukwiia
Inspector.
1 All mechanical work shall be under separate . permit Issued by
the City of Tukwila.
12. All permits, inspection recor.ds, and approved plans shall be
available at the job site prior to the start of any con -
struction. These documents are to be maintained and avail -
able until final inspection approval is granted.
13. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR.
GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND
COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE.
14. PROVIDE EROSION PREVENTION AND SEDIMENT CONTROL PER THE
1998 KING COUNTY SURFACE WATER DESIGN MANUAL, APPENDIX
DAND THE ENCLOSED APPLICANT HANDOUT.
Permit No: D2000 -409
-+ Print Name:
ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY
STABILIZED PRIOR TO�FINA APPROVAL
15., ;Driveways shall ire paved for a..,minfmum distance .of ,20' from
the edge of 4e:x i sti ng road pavement.`
16 Driveways•Nstall comply with City' residential standards ,
Driveway =width "shall be,. " 10 • ' minimum and 20' maximum Slope
shall bee mes1Mu "'`1
m of 5 %. 4 Turning radii `'shal lbe .;a minimum
of five : feet, 4
17. Any m spilled anto-`any street shall be cleane.
d up ;
i mmed Va t e?1
8.
FROM MAY 1 THROUGH'- SEPTEMBER 30, INSPECT AND MAINTAIN
TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST
:MONTHLY'.,
Tempos a erosion control measures % ; > shal l be implemented' a
:;the`j f i rs�t order of business , 'to prevent ; , sed i mentat ion off
site;, or into .existing•.storm.dr•ainage facilities
1 9, Th'e,;site shall h permanent e onion, control measures
pl :ace as. soon as poss0l.e after final` "grading has been
compl eted and pri.o.'r to the, ='Final Ir spection.
20. ti ,ulsing' over. a50 c . ,shal l 'require a p.l P ication for a Hauling`
Pe� ^nit prior 'to a ny associated activit
y,,.
s of �, .,:
21. Inst'all {storm..drainage by connecting roof drains to
ex i.s.i.t i ng storm drainage stub located at the '-property 1 in
I hereby certif tha I have read these.`conditi.ons' and will comply .
with them 'as out l i ned All provisions of Taw land ordinances ` govern i ng
this ;.work '1,0 11 be ,complied with, whether spe;cif ied•"i erein or not.
The ;granting of' this pe,rmi t' does not presume ..to give ;authori tv, to
violate or cancel theprovisions o.f.: work or ` local ;:laws
regulating construction or the perf;ormance of work.
Signature:
FROM OCTOBER 1 THRQUGH APRIL 30, COVER ANY SLONIS AND
STOCKPILES THAT AR(ThH: 1V OR STEEPER AND HAVE 'VERTICAL
RISE OF 10 FEET OR'mORE AND WILL BE UNWORKED FOR GREATER
THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH
OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN
2 DAYS,
COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE
BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS
STABILIZATION'WEEKLY AND IMMEDIATELY BEFORE, DURING AND
IMMEDIATELY FOLLOWING STORMS,
621720
Date: /—
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Permit No: 02000. --409`
Status: ISSUED
ite Address: - 14913 57 AV ,S
Locat`ion:
Water: Meter ".Type PER
'Water Meter Size,,.,
Quantity.
;Work Order: +Na :
C onnect i on ;Fees t ' x`60; 00.
Install De'posit ` ;t .,_ $ 15 0 .`00 x:00
Acid' 1 Instal l' ll;epos t: ` , $.00 .
Re:v.lew Free: h $.10.00 t,
Insp # i onz F.ee �,,`A r x'15 ,O. $ -00
Wa liu'n ' On Foe $25 00 00
SDe`clal, /As`se ' p,,$, 00 $.0
O ther Fee �s 4 00 .0
WATER METER SUPPLEMENT
DEVELOPMENT PERMIT
TOTAL WATERR.. lgTER F FEES
,` -{ •.Sn 4 4 `,.
PUBLIC :WORKS{ ENBINEE.R APPROVA
X2`60 00\
12/27/2000
01/18/2001
Project Name/Tenant....-.- \ I
- 1 +L _] OI`)C i i vuv T
Value of Construction*
f ( O cr2,
Site Address: p C'ty State /Zip:
� ( 5 7 /� • ^___. i v K k lC_ t.Ja .
Tax Parcel Number:
I -.....37 - 7'7'30 —041
Property Owner:
l R Q N Col
Phone:
Q zs z z k 775C)
Fax #:
z 5Zz 7 7 2 3 .
Street Address: City State /Zip:
snow ( 4G 1 ( A . . . c . ��o7
Contractor:
N cc.) vcc 4 tO /
Phone
: z05
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Street Address: O l y 14.6
P ���c.` (,� 2 p/44/Zit:
Fax #:
X25 Z 2 8 72
Architect:
- .�C7k1,k. Oqc C 0
Phone:
Zo' 24? 355Z.
Street Address: g0Z3 $ik �Je OW Sea e � ity State /Zip:
Sea 4 Qg11 7
Fax #:
94. R._
Engineer: ry l � C �11 e
{< < V. � lil�l�leP ruler
Phone:
4 Z5 717 -150
Street Address: C y St to /Zi • :
- 1)32-(. Vo B At) e ti) 1 2 Z �.uk0k , 915a-
Fax #:
425 - 747 — 5403
Contact Person ^ i nQo . 1
Phone: e 5 Zss 651,
Stre re A b 4 54_ (JC'c jCQ Q (,J0. C ygate :
Fax #: *5 255 ! 6v Z 47
Description of work to be done:
et,) OQ !,G 3t,3yq GP
Type of work: ,New Single - Family Residence ❑ Addition - Si,gle- Family Residence
❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential
Is this site served by: 21 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling , SW- sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory.Structure(s) AWE sq. ft. Uncovered Deck
Proposed New Square Footage: .247 Co sq. ft. Dwelling 5 2- sq. ft. Covered Deck(s)
62 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) ■/ Z 8 sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) . ifg
! *For an Accessory dwelling, provide the following:
Lot area Floor area of principal dwelling 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 TU'""
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Project Number:
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.
PPLICANT REQUEST FOR ppLICANrREQUESr FOR PUBLIC WORKS'; SIT. E / CIVIL. PLAN REVIEW OF THEF,OLLOWING:
(AddlHonal reviews shall be :determined by. the Public' Works D epartment) .
❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #:
Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 1 Altering: 0 Cut ..se cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
21 Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
SI 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 applI z.. — cept .21— 00
SFPERMIT.DOC 2/13/97
Date
(a application explr —o I
Appl,en by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
Idae���i,i�s
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: ,D � � �, .
I Date: �Z /47(
Print name: �pi 4-PC) AJ
Phone ZS 25565?
ax #:4 z 55462
Address: k44,2.0 SE 4 c
Cit /State /Zip a 5 ( tJo Q 3 , 6 59 ,
ALL SINGLE - FAMILY RESIDENTIA •ERMIT APPLICATIONS MUST BE S ITTED WITH THE FOLLOWING:
➢
DRAWINGS PREPARED BY A .. ,:GISTERED ARCHITECT OR PROFLoSIONAL 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
❑ to 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.
El El 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
C3 Building elevations (all views)
❑ Building height
❑ Building cross - section
CI 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).
171 Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ 111 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 /Autho Agent if the applicant, is other than t owner, registered architecbengineer, or; contra licensed '. •
by the State of Washington; :a notarized le from the property owner authorizing the agent to submit this permit application and
obtain thapermit will be regi,ilrod 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 WASHIN AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
SFPERMIT.DOC 2/13/97
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This Payment
.086.1
Total Fees :, '
Total ALL Pmts:
Balance :.
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CITY'. or TUKWILA. WA V ' TRANSNI1
.*
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TRAN9N T' Number: R0100077 .Amount.: . 2,086./5 01/18/01..15 12
`' Pavm'ent,-Method: CHECK Notation: TRYON 'CONCEPTS 'nit: TLB
~-
Permit No: D2000 Tvpe: DEVPERM DEVELOPMENT PERMIT
Prcel .No: 377930 -0210
Site . �..Addr•ess: 14913 57 AV S
3.201.65
3.201.6
.00
* tit'*************** * * * * * *•k * * * * * * * *'k * * ** * * * * * * * ** •
Account: Coda. Descrint "Amount
000/3'2.100 BUILDING ,- RES 1.71E;.15
000/3 PLAN CHECK UTILITY 10.00
000/345-'830 PLAN CHECK - WATER METER 10.00
000/386.904 STATE BUILDING SURCHARGE 4.50
412/342.400 IMSP. FEE - STORM DRAIN 15.60
4 INSP FEE.- SME /SSS. 20.00
40081;.102; WATER , CONNECTION 60.00
40.1,138f6.520 WATER ::rNSTALLATION (DEP) 150.00
434.2-41" 2.400 WATER INSPECTION FEE 15.00
(V4', WATER . TURN-ON FEE 25.00 ..
O0r32 100. LAND ALTERING PERMIT FEE 37.00
0.0/3.45.1330: LAND ALTERING;PLAN CHECK 23.50
1653 01/19 971.0 TOTAL 2215703.
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CITY OF.1WILA. WA q TRANSNl:i h4 * *** ** * * * ** * * * * * * ** . * *' * * * * * *y4 * * * * * *k * * * * * ** *fir* * **
TRANSMIT Number: 89000413 Amount: 1.115.50 12/27/00 12 :21
pavmen't "Method :.`CHECK .Notation: TRYON CONCEPTS Init 4[8
Permit± No: D2000-409. T.voe:FDEVPERM DEVELOPMENT PERMIT
Parcel . 140 ;' .3793 , 0 '" 021 ° 7
Site Address: 14913 57 :AV 5'
Total Fees 2.836.15
This Payment: 1.115 50 Total. ALL 'Pmts: 1.115.5.0
Balance: 1.720.65
******************'**********•******** * * * ** * * * * ****** ** * * * * *** * � k * *
A cco u nt ;Code Deocriotian Amount
`..0. 06/3.45E130. PLAN::CHECK - RES 1.115.50
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:1 ir7 12/29 97i0 TOTAL 9,1.:15.50
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Special instructions:
Date wanted:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, W
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
3� F r1.ti S 7-71z. n c";•■ fl V 111 t/
(?) 9zof .-L,.1 SLA( W- c te__
a9
Receipt No:
Date:
9. 1c, o
0 7.00 5EINSPECTION EE REQUIRED. Pr or to inspection, fee must be paid.
at 630 Southcenter Blvd., ite.100. Call o schedule reinspection.
Date:
f tr" ;..., '.�," t.,C r, , :1L ..:i..ri45 . 1."5;2:Cr?`i:'s3da:k�✓l:lirL�. " ,(1'a . ifJ&'S4. 1^I 1X +:e :al
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Project:
7"!e arwaii,oti .La/ /
Type of In ection:
/A/ ).1
Address:
/ 1 /9/ 3 7 'h 4/F S
Date called:
(9/ 43 (0 /
Special instructions:
-/
Date wanted,,,. i i
a.m.
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Requester: vv ,
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Phone:
3'5sj
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INSPECTION RECORD
Retain a copy with permit '- _ y
PERMIT NO.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter - Blvd, #100, Tukwila, WA 98188
(206)431 - 3670
Approved per applicable codes. � Corrections required prior to approval.
- �
COMMENTS:J
r�
❑ . .00 REINSPECT! N 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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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 - 3670
Corrections required prior to approval.
COMMENTS:
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Inspector:
Date:
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Receipt No:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
(206)431-3670
Corrections required prior to approval.
COMMENTS:
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Receipt No:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
OMI01ENTS:
Inspector:
Date ?5/
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Approved per applicable codes.
$47.00 REINSPECTION FE 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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INSPECTION RECORD
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PERMIT NO.
(206)431 -3
Corrections required prior to approval.
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INSPECTION NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Corrections required prior to approval.
COMMENTS:
Date: g 0
Inspector. - Q
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Receipt No: Date:
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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter B vd, #100, Tukwila, WA 9818
Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
/.. /6/
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspec,tion fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule 'reinspection.
Receipt No:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
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Corrections required prior to approval.
Inspector:
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Receipt No: Date:
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?INSPECTION NO. PERMIT NO.
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6300 Southcenter Blvd, #100, Tukwila, WA 98188 f7 (206)431 -367
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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Receipt No: Date:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION RECORD
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COMMENTS: J
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Receipt No:
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INSPECTION NO. .
CITY OF TUKWILA BUILDING DIVISION
• 6300 Southcenter Blvd, #100, Tukwila, WA 98188
Project: —
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PERMIT NO.
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Corrections required prior to approval.
COMMENTS:
$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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INSPECTION NO.
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INSPECTION RECORD
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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PERMIT NO.
(206)431 -36
Corrections required prior to approval.
COMMENTS:
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Receipt No:
Date:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 9818
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Corrections required prior to approval.
Project:
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Special instructions:
Type of,Inspectio
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Receipt No: Date:
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INSPECTION NO.
INSPECTION RECORD
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CITY OF TUKWILA BUILDING DIVISION \\ i t
6300 Southcenter Blvd, #100, Tukwila, WA 98188��)l
Approved per applicable codes.
COMMENTS:
Inspector
PERMIT NO.
(206)431 -36
Corrections required prior to approval.
Date: 19— I
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at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 98188
PERMIT NO.
(206)431 -3670
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Corrections required prior to approval.
COMMENTS:
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Date: 711-3/a
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at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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INSPECTION RECORD
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INSPECTION NO.
CITY 0,FIUKWILA BUILDING DIVISION
63004uthceliter Blvd, #100, Tukwila, WA 98188
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Inspector:
4
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$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
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Receipt No:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
Corrections required prior to approval.
COMMENTS:
$47.90 EINSPECTION1EE 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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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 981
Approved per applicable codes.
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PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
$47 00 EINSPECTION (EE REQUIRED. Prior to inspection, fee must be paid
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Receipt No:
Date:
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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
(206)431 -3670
COMMENTS:
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Date: ' —.� -�.„/'1
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(Receipt No:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila,
Approved per applicable codes.
Inspectot:
PERMIT NO.
Project:
Address %/ J7/ 3 s k Soy
Special instructions:
WA 98188
Typp of Ins ection:
Date piled:
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Corrections required prior to approval.
COMMENTS:
Date: 1_ c),G}, 0
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at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
'Receipt No: Date:
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04/23/01
rudvp/nrini
10:38 FAX 2067833550
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. VIA' Courier
JOHN PASCO
P.1 ri I 1 T rrTJTI
444 Classic Conc
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Mitch Fgirieering, Inc.
• la; i Ail NE
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(4251:7474500.:10. :Fax. (425 ) 747-5403
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RECEIVED
APR 2 52001
BUILDING
DEPARTMENT
Phone:
Moil • • f Doter Timor
16 I
•
04/23/01 10:38 FAX 2067833550
914/92/9F1A1 91: FA 49574
1 .c34.4.
• 4444.
RECEIVED
APR 2 5 2001
BUILDING
VIVI NT lq
Allt•
"410,601rd.
•
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•
4ITCHELL ENGINEERINOiq
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JOHN PASCO Classic Conc
MITC141 I FNiTiTt,i4WATTNG
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Cottonwood Basic Plan
3.5" x 9.25" 1.6E SOLID SAWN DOUGLAS FIR #2
TJ•BeamTM v5.20 Serial Number. 708005009
BEAMUSA 1111 12/27/98 11:10:07 PM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
U
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o 1 1a
Product Diagram Is Conceptual ...- .`55 ,u
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 15
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition
o- -- 5' 3.5"-e
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 Column 3.50" 3.5' Left Face 1693/4M/2137 Blocking
2 Column 3.50" 3.5" Right Face 1693/444/2137 Blocking
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 2002 1279 2050 Passed(62%) LT. end Span 1 under Floor loading
Moment(ft-lb) 2482 2482 4367 Passed(57%) MID Span 1 under Floor loading
Live Defl.(in) 0.024 0.165 Passed(U999+) MID Span 1 under Floor loading
Total Defl.(in) 0.030 0.248 Passed(U999 +) 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 66' 1" 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 MacMillan(TJM). 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 TJM Associate.
- Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program
limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not
warrant the analysis nor the performance of solid sawn lumber materials.
- Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
TypicalCrawlspace Beam - Highest load case John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -Pro^r and TJ-BeamTM are trademarks of Trus Joist MacMillan
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TVektilh/` Cottonwood Basic Plan
TJ -BeamTM v5.20 Serial Number. 708005009 3.5" x 11.875" 2.0E Parallam® PSL
BEAMUSA 1111 12/27/08 10:59.04 PM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 0
0
a
12' 6"
All dimensions are horizontal.
LOADS:
Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 15'
Loads(psf): 20 Live at 125% duration, 15 Dead
a
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x4 plate 3.50" 3.5" Left Face 1875 / 1487 / 3362 Other:
2 2x4 plate 3.50" 3.5" Right Face 1875 / 1487 / 3362 Other:
Product Diagram Is Conceptual.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 3273 2673 10044 Passed(27 %) LT. end Span 1 under Roof loading
Moment(ft-lb) 9954 9954 24878 Passed(40 %) MID Span 1 under Roof loading
Live Defl.(in) 0.167 0.406 Passed(U875) MID Span 1 under Roof loading
Total Defl.(in) 0.299 0.608 Passed(U488) 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 Z 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
Beam between Entry and Living Room / Den John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by Trus Joist MacMillan, a Iknked partnership, Boise, Idaho, USA TJ•Beamn' Is a trademark of Trus Joist MacMillan.
Parallarn6 is a registered trademark of Trus Joist MacMillan.
.+.wawa...: R'• �ti.'l�'S.4:ixi "+�+'.,ia.. "a:tei tv.
Corw
TJ•Beam" v5.20 Serial Number. 708005009
BEAMUSA 1111 1223/98 12:30:19 AM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
o[i
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 6' 6"
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(plf) Roof (1.25) 225 135 0 to 10' 3" Adds to
SUPPORTS:
1 2x4 Stud Wall
2 2x6 Stud Wall
INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL
3.50" 3.5" Left Face 2445 (R1.25) / 1069 / 3514
5.50" 4.25" Right Face 2526 (R1.25) / 1104 / 3630
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3.
DESIGN CONTROLS:
MAXIMUM
3398
8282
Shear(lb)
Moment(ft-lb)
Live Defl.(in)
Total Defl.(in)
DESIGN CONTROL
2621 9871
8282 19298
0.156 0.325
0.224 0.488
Cottonwood Basic Plan
3.5" x 11.875" 1.5E TimberStrand® LSL
10' 3"
CONTROL
Passed(27%)
Passed(43%)
Passed(L/751)
Passed(U522)
DETAIL OTHER
Other:
Detail AS 1.25" LSL Rim
LOCATION
LT. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
Product Diagram Is Conceptual.
- Deflection Criteria: STANDARD(LL:U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
Beam between living room and dining room John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA TJ -Pro"' and TJ- eeam^" are trademarks of Trus Joist MacMillan
TknberSt andO is a registered trademark of Trus Joist MacMillan
CowAtrivele
TJ•Beam v5.20 Serial Number. 708005009
BEAMUSA 1111 12/23/98 12:24:03 AM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
SUPPORTS: INPUT
WIDTH
1 2x4 Stud Wall 3.50"
2 2x4 Stud Wall 3.50"
BEARING
LENGTH
2.25'
2,25"
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3.
DESIGN CONTROLS:
MAXIMUM
2655
6581
Shear(lb)
Moment(ft-lb)
Live Defl.(in)
Total Defl.(in)
DESIGN CONTROL
2164 6428
6581 13057
0.201 0.331
0.256 0.496
Cottonwood Basic Plan
3.5" x 9.5" 2.0E Parallam® PSL
0
10'3"
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 10' 6"
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition
JUSTIFICATION
Left Face
Right Face
CONTROL
Passed(34 %)
Passed(50%)
Passed(U593)
Passed(U465)
REACTIONS(Ibs.)
LIVE/ DEAD/ TOTAL
2152 /591 /2744
2152 / 591 / 2744
DETAIL
Detail A3
Detail A3
PROJECT INFORMATION OPERATOR INFORMATION:
Beam at breakfast nook (bay at back wall of house). John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright O 1998 by Trus Joist MacMillan, a Braked partnership, Boise, Idaho, USA TJ•Proe' and TJ•Beam" are trademarks of Trus Joist MacMillan
Parallam is a registered trademark of Trus Joist MacMillan.
Product Diagram Is Conceptual.
OTHER
1.25" LSL Rim
1.25' LSL Rim
LOCATION
LT. end Span 1 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:L/240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
C f 4 ; 0 1 64 11 4 fatrAiraft
TJ -Beamn v5.20 Sertat Number. 708005009
SEAMUSA 1111 12/23/98 12:20:58 AM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 0
SUPPORTS:
0
INPUT BEARING
WIDTH LENGTH
1 2x4 Stud Wall 3.50" 3.5"
2 2x4 Stud Wall 3.50" 3.5"
Cottonwood Basic Plan
3.5" x 9.5" 1.5E TimberStrand® LSL
16' 10"
NI dimensions are horizontal.
LOADS:
Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 3' 6"
Loads(psf): 20 Live at 125% duration, 15 Dead
JUSTIFICATION
Left Face
Right Face
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL
. Shear(lb) 1090 969 7897 Passed(12 %)
Moment(ft-lb) 4495 4495 12607 Passed(36 %)
Live Defl.(in) 0.322 0.550 Passed(U615)
Total Defl.(In) 0.608 0.825 Passed(L/326)
REACTIONS(Ibs.)
LIVE/ DEAD/ TOTAL
589/522/1112
589/522/1112
PROJECT INFORMATION OPERATOR INFORMATION:
Garage door header John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1988 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA TJ -Beam" is a trademark of Tnrs Joist MacMillan
TlmberSbande Is a registered trademark of True Joist MacMillan
DETAIL
Detail R1
Detail R1
d
0
LOCATION
LT. end Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
MID Span 1 under Roof loading
Product Diagram Is Conceptual.
OTHER
SB Shear Blocking
SB Shear Blocking
- Deflection Criteria: STANDARD(LL:U360, TL:L/240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
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TJ.Beam' A v5.20 Serial Number. 708005009
BEAMUSA 1111 12/23/98 12:05:54 AM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
SUPPORTS:
TYPE CLASS LIVE DEAD LOCATION
Point(Ibs.) Floor(1.00) 2530 901 2' 6"
HANGERS: Simpson Strong -Tie Connectors®
MODEL SLOPE SKEW
Right Face HHUS48 No
DESIGN CONTROLS:
Shear(lb)
Moment(ft -lb)
Live Defl.(in)
Total Defl.(in)
MAXIMUM DESIGN
2173 2125
3321 3321
0.018
0.025
CONTROL
6428
13057
0.130
0.195
Cottonwood Basic Plan
3.5" x 9.5" 2.0E Parallam® PSL
REVERSE
FLANGES
No
0
-4' 6" -e
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1'
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and:
INPUT BEARING
WIDTH LENGTH JUSTIFICATION
1 2x4 Stud Wall 3.50" 2.25' Left Face
2 Parallam® PSL, PPCB 5.25" Hanger Right Face
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, H1.
APPLICATION COMMENT
Adds to
T.F. T.F. NAILING
OFFSET SLOPE FACE TOP
N/A N/A 22 -16D N/A
CONTROL
Passed(33 %)
Passed(25 %)
Passed(U999+)
Passed(U999 +)
PROJECT INFORMATION OPERATOR INFORMATION:
Beam between garage bays John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by True Joist MacMillan, a linked partnership, Boise, Idaho, USA
Pareliame is a registered trademark of True Joist MacMillan.
Simpson Strong -Tie Connectors0 is a registered trademark of Simpson Strong -Tie Company, Inc
REACTIONS(Ibs.)
LIVE/ DEAD/ TOTAL
1099/404/1504
1611 /588/2199
LOCATION
RT. end Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
TJ -Pro^' and TJ- Beam' "are trademarks of True Joist MacMillan
Product Diagram is Conceptual.
DETAIL OTHER
Detail A3 1.25' LSL Rim
Detail H1
MEMBER
8-16D
- Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations.
- Deflection Criteria: STANDARD(LL:L/360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
ertwiskIlifeeArws
e
TJ -Beam" v5.20 Serial Number. 708005009
BEAMUSA 1111 1212298 2:17:20 PM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -
0
Cottonwood Basic Plan
3.5" x 9.5" 2.0E Parallam® PSL
12'
PROJECT INFORMATION OPERATOR INFORMATION:
Beam over single garage bay. John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by Trus Joist MacMillan. a isnited partnership, Boise, Idaho, USA
Parailame Is a registered trademark of Trus Joist MacMillan.
Simpson Strong-Tie Conn.ctomsO Is a registered trademark of Simpson Strong -Tie Company, Inc.
C
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1'
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(plf) Floor(1.00) 340 102 0 to 6' Adds to
Tapered(pif) Floor(1.00) 340 to 180 102 to 54 6' to 12' Adds to
Uniform(plf) Roof (1.25) 50 30 0 to 12' Adds to
HANGERS: Simpson Strong -Tie Connectors®
REVERSE T.F. T.F. NAILING
MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER
Left Face HHUS48 No No N/A N/A 22 -16D N/A 8-16D
TJ- Pro"' and TJ- Beam"' are trademarks of Trus Joist MacMillan
Product Diagram Is Conceptual.
SUPPORTS: INPUT BEARING REACTIONS(lbs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 Parallam® PSL, PPCB 3.50" Hanger Left Face 2530 (R1.25) / 901 / 3431 Detail H1
2 Column 3.50" 3.5" Right Face 2150 (R1.25) / 784/2933 Other:
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1.
- Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 3261 2551 6428 Passed(40 %) LT. end Span 1 under Floor loading
Moment(ft-lb) 9132 8300 13057 Passed(64 %) MID Span 1 under Floor loading
Live Defl.(in) 0.344 0.385 Passed(U403) MID Span 1 under Roof loading
Total Defl.(in) 0.467 0.577 Passed(U297) 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 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMlllan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
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TJ.BeamTM v5.20 Serial Number. 708005009
BEAMUSA 1111 12/22/98 2:08:52 PM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Cottonwood Basic Plan
5.25" x 16" 2.0E Parallam® PSL
19'
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 7' 6"
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Uniform(ptf) Roof (1.25) 325 195 0 to 10' Adds to
Point(Ibs.) Roof (1.25) 909 545 10' Adds to
Point(Ibs.) Roof (1.25) 909 545 13' 6" Adds to
Uniform(plf) Roof (1.25) 550 330 13' 6" to 19' Adds to
Uniform(plf) Roof (1.25) 50 30 0 to 19' Adds to
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wall 5.50" 5.5" Left Face 6833 (R1.25) / 3352 / 10185 Other:
2 Column 5.50" 5.5" Right Face 7910 (R1.25) / 3998 / 11907 Other:
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 11454 9469 20300 Passed(47 %) RT. end Span 1 under Roof loading
Moment(ft -Ib) 48443 48443 65538 Passed(74 %) MID Span 1 under Roof loading
Live Defl.(in) 0.587 0.611 Passed(U375) MID Span 1 under Roof loading
Total Defl.(in) 0.878 0.917 Passed(U250) MID Span 1 under Roof loading
- Deflection Criteria: STANDARD(LL:L/360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
Main beam at front of garage - picking up roof and John Pasco
" floor loads. John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. USA TJ -Pro and TJ•Beam" are trademarks of True Joist MacMillan
Parallam6 is a registered trademark of True Joist MacMillan.
Product Diagram Is Conceptual.
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TJ•Beamn v5.20 Serial Number. 708005009
BEAMUSA 1111 12/22/98 1:59:55 PM
Page 1 of 1 Build Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -
SUPPORTS:
v
Cottonwood Basic Plan " ..** i
5.25" x 14" 2.0E Parallam® PSL
19'
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 11' 6"
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition
e
PROJECT INFORMATION OPERATOR INFORMATION:
Beam at rear of garage - picking up floor load only. John Pasco
John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright 0 1998 by Trus Joist MacMillan, a limned partnership, Boise, Idaho, USA TJ -Pro"' and TJ- Beam^' are trademarks of Trus Joist MacMillan
ParallamO Is a registered trademark of True Joist MacMillan
INPUT BEARING REAC'TIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wall 5.50" 4.25" Left Face 4370 / 1311 / 5681 Detail A3 1.25" LSL Rim
2 2x6 Stud Wall 5.50" 5.5" Right Face 4370 / 1311 / 5681 Other.
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3.
Product Diagram Is Conceptual.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 5482 4709 14210 Passed(33 %) LT. end Span 1 under Floor loading
- Moment(ft -lb) 25124 25124 40742 Passed(62 %) MID Span 1 under Floor loading
Live Defl.(in) 0.517 0.611 Passed(U425) MID Span 1 under Floor loading
Total Defl.(in) 0.672 0.917 Passed(U327) 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 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
■1 �;:;;i:
Cottonwood Basic Plan
3.5" x 9.5" 1.5E TimberStrand® LSL
TJ- Beam" v5.20 Serial Number. 708005009
BEAMUSA 1111 12/22/98 1:40:48 PM
Page 1 of 1 Buld Code: 070
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
El
J
8' 4"
LOADS:
Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1'
Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(Ibs.) Roof (1.25) 2482 1390 2' 2" Adds to
Uniform(plf) Roof (1.25) 550 330 2' 2" to 8' 4" Adds to
Tapered(ptf) Roof (1.25) 100 to 150 60 to 90 0 to 2' 2" Adds to
SUPPORTS: INPUT. BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 plate 5.50" 4.25" Left Face 3517 (R1.25) / 2016 / 5533 Detail A3 1.25" LSL Rim
2 2x6 plate 5.50" 4.25" Right Face 2961 (R1.25) / 1735 / 4696 Detail A3 1.25" LSL Rim
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3.
PROJECT INFORMATION OPERATOR INFORMATION:
Header over family room picking up point load John Pasco
• from hip master John Pasco
9023 8th Ave. NW
Seattle, WA 98117
(206) 783 3533
Copyright° 1998 by Trus Joist MacMillan, a Ikn8ed partnership. Boise, Idaho, USA TJ.Pro". and TJ- Beam^• are trademarks of Trus Joist MacMillan
TimberShandl is a registered trademark of This Joist MacMillan
Product Diagram Is Conceptual.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 5458 5230 7897 Passed(66 %) LT. end Span 1 under Roof loading
Moment(ft-lb) 10220 10220 12607 Passed(81 %) MID Span 1 under Roof loading
Live Defl.(in) 0.212 0.256 Passed(U435) MID Span 1 under Roof loading
Total Defl.(in) 0.334 0.383 Passed(L/275) 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 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- !MPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM 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 TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILIAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.
EROSION PREVENTION AND SEDIMENT CONTROLGUIDELINES
Applicant Handout
City of Tukwila
The Land Altering permit application shall include an erosion prevention and
sediment control plan designed in accordance the current edition of the Kinq
County Surface Water Design Manual. The plan shall provide information for
temporary erosion prevention and sediment control during all phases of
construction and also shall provide permanent stabilization for disturbed areas.
During construction, the City may require additional measures as needed to
prevent erosion and retain sediment.
1. Principles — The plan shall emphasize erosion prevention rather than
sediment control and shall minimize the extent and duration of soil
exposure. In addition, the plan shall minimize runoff -off velocities and
retain sediment on -site.
2. Plan — At a minimum the ESC plan shall show clearing limits, sensitive
area buffers, and shall provide temporary stabilization, sediment
retention, and perimeter protection. In addition, some projects will
require stabilized traffic areas and surface water controls, which shall be
shown on the ESC plan. The plan shall also provide a description of final
stabilization methods.
3. Seeding — The plan shall provide the seed mix for the temporary and
permanent seeding.
4. Cover measures —
May 1 through September 30, temporary cover measures shall -be installed
on ALL areas left undisturbed for more than seven days.
October 1 through April 30, temporary cover measures shall be installed
on ALL disturbed areas 'left unworked for more than TWO DAYS. These
requirements may be relaxed at the City's discretion, depending on site
topography and other conditions.
At all times, any disturbed areas left unworked for more than 30 days
shall be seeded.
Printed 10/25/00
Page 1
• �, .J ..Labt;G:;iar.4,Su. °. K$C a.A.:.+ s: Fi;@ l.' r3ed:; vi.;+. .ru'G:+:...U?.h..._;:eiirk�r,. d., >41AE.. n "�i - .�ir,�,?,eT:d.r..?tti7+.F';2`i '�. tw.' +? ..G ...'M, �r1..7....i�i 7., +aU �71:.7..la. 40.f:ua!t aswe �.. w��Y ?'i
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EROSION PkcVENTION AND SEDIMENT CONTR GUIDELINES
Applicant Handout
City of Tukwila
5. Wet season requirements — At a minimum, the ESC plan and plan notes
shall provide the following for work which will occur from October 1
through April 30:
• Install temporary cover measures on all areas which will remain
unworked for more than TWO DAYS and on stockpiles and steep
cut and fill slopes.
Retain onsite a quantity of cover measures materials sufficient to
cover all disturbed areas.
By October 8, temporarily seed and mulch all areas that will be
unworked during the wet season.
• Mulch all seeded areas.
• Stabilize all construction traffic areas, unless already graveled.
Permittee shall perform work per the approved erosion prevention and sediment
control plan. The Permittee must maintain a set of approved plans and
specifications and associated permits on the job site. Work shall be performed in
accordance with all Federal, state and local laws.
Maintenance
1 Failure to maintain ESC measures in accordance with the approved
maintenance schedule may result in the work being performed at the direction
of the Director and assessed as a lien against the property where such facilities
are located.
2. During the life of the project, the Permittee shall maintain in good condition and
promptly repair, restore, or replace all grade surfaces, walls, drains, dams,
structures, vegetation, erosion and sediment control measures, and other
protective devices in accordance with approved plans.
3. The Permittee shall monitor the downstream drainage features, and shall, with
City approval, remove all sediment deposition resulting from project- related
work.
t
Printed 10/25/00 Page 2
EROSION PREVENTION AND SEDIMENT CONTROL ISUIDELINES
Applicant Handout
City of Tukwila
Responsibilities
1) The Permittee must install erosion prevention and sediment control measures
as the first order of business The Permittee should install the downstream
temporary ESC measures before any site disturbance occurs. Before the
temporary measures are removed, the Permittee must install and establish
the upstream permanent ESC measures.
2) The Permittee shall at all times protect sensitive areas, their buffers, and
adjacent private properties and public rights -of -way or easements from damage
during land altering operations. The Permittee shall restore, to the standards in
effect at the time of the issuance of the permit, sensitive areas, their buffers,
and public and private properties and improvements damaged by the
Permittee's operations.
3) Permittee shall arrange for and comply with the following:
Notify the Public Works Department within 48 hours following installation of
ESC measures.
• Obtain permission in writing from the Public Works Department prior to
modifying the ESC plan.
• Maintain all road drainage systems, storm water drainage systems, control
measures and other facilities as identified in the ESC plan.
• Repair any siltation or erosion damages to adjoining properties and drainage
facilities.
• Inspect according to the approved ESC inspection schedule, and make
needed repairs immediately.
Printed 10/25/00 Page 3
Y :..kSfl. „t .r(a 4.1 Kl.: lM /u ?;. etn et. a:.. H:i A �,
CLEARING LIMITS TO EE
PROPERTY LINES
SIDE Bem
DEC 2 7 2000
PEAM't CEN
1d45'26 "E
PROP. LINE: 100.01' SS- d45'23 "E
TfRACT
STUB OUT TO
SANITARY SEWER
IE. 240.0'
020X) -40
NOTES
1 . DRIVEWAY PAVED FROM 51th AVE. 5. TO GAR
2. S.D. PIPE OF 4" NON -PERF. ADS N -I2 TESTABLE
3. 555 PIPE 15 6" SDR 35 CN A 6% SLOPE. CLEAN
OUTS PER CITY INFRASTRUCTURE STANDARDS.
4. WATER SUPPLY FROM METER TO HOUSE 15 3/4".
WATER METER IS FOGTITE "I
5. WATER SUPPLY CONNECTED TO WATER METER SETTER
6. SITE WILL BE PERMANENTLY STABLE BY USING MULCH
AND SEED BY OWNER: BY COMPLETION DATE.
1. TEMPORARY EROSION CONTROL TO BE STRAW ON
THE DOWNHILL SIDE OF THE LOT. PER 1995 K.G. SORFACE
WATER DESIGN MANUAL APPENDIX D.
Lar ii21, YH C TvNCT le) N
TAX ID '3T7930 -O2(0 SCALE: I". O.
TRYON CONCEPTS (OWNER)
PO BOX I442
RENTON WA 98055
DATE: 12/20/00
These plans ha
Works Depa
City standard&
omissions which
adopted
for the adequacy
designer. Addi
drawings after
and will
for subsequent opproval
rq
1 3
0
0
IL
20.0'
STUB CUT TC
STORM ORA
IE.•FIELD V
WATER SUPPLY STU
CUT ) 4" METER
IE .2445'
IFY
in
244'
t
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usrempum
246'
DRIVEWAY SECTION
2% SIDE SLOPE
su to gild
PA1/013 i SF.
2110.0 SF
P" LDG. OV - AGE %: 30.2 i
a iPE COvERAG: 2110.0 SF
J5 -F-Tilire: 35.6 q
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Redmond, WA 98052
(425) 747-1500
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RECEIVED
CITY OF TUIKWILA
DEC 2 7 2000
PERMIT CENTER
SHEET NO. OF
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO.THE QUALITY OF THE DOCUMENT.
MITCHELL ENGINEERING INC.
PREPARED BY PROJECT
DATE t0 2n -1g
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7821 - 168th Ave. N.E.
Redmond, WA 98052
(425) 747-1500
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Redmond, WA 98
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2x4 TOP PLATE —
EXTEND HEADER
OVER WALL -�
NAIL SHEATHING TO
HEADER • 3" o.c
EA. DIRECTION —
APA RATED SHEATHING
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8" CONCRETE STEMWALL
(2) 0 4
CONTINUOUS FOOTING
W/ (3) 0 4 MINIMUM
LATERAL RESTRAINT PANEL
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PREPARED BY PROJECT, SHEET NO.
DATE SUBJECT JOB NO.
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Redmond, WA 98052
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Shear Wall Note. 6- 1 - 2 , • e2 -Co 1 - 4 ez- 3 r 1 - 2 Wet 1165
1. 01- Gypsum wallboard one side. 1 4 Ilaf �jx rtATtS
02 - Gypsum wallboard two sides. U
P1 - 1ti• Plywood or A.P.A. rated sheathing one side.
• P2 - 112' Plywood or A.P.A. rated sheathing two sides.
• 2. For 2' o.c. or 3" o.c. nailing use 3x studs. •
3. Nails shall be 10d common.
4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side.
S. AN panel edges backed with 2 -inch nominal or wider framing unless noted otherewise. Install panels either horizontally or vertically for
plywoca or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets rurtring horizontally. Space nails 0 12 irrhes
on ceale r Q intermediate supports.
SHEAR WALL SCHEDULE
~ ��
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Dasltaa ieu
Nail
Size
• .
Nail
Sparing.
Top/Mm.
Plate
Blocking
Reg' Li.
• , Plate .
Anchors
. Plate
_ Nailin .
Hem -Hr M2
•lin .
• ....
. Doug-Fir +I?
RR
_
Edges
I
Studs
01 -7
6(1
7"
- . 7"
"
.• -
No ,
5/8 "o a 48"
•
16d ® 16" o.c.
16d (p.12" o.c.
16d „ 10"
.100
' 125 ,
150
•
___
106 __
125
150
01-4
6d
4"
4"
•
4''
' •
• • No
5/8'0 e'48" •
5/8 el ?-48"
01-4B
6d
4"
4"
4"
• Yes
02 -7
6d
7"
7"
7"
No
5/8 "e 9 48'
5/8 "o ®48"
16d 'T 8 '
16d ®6"
re.
250
200
250
92-4
6d
4"
4"
•
4'
No
02-
6d
4"
4"
4"
Yes
5/8 "e a 48"
16d a 5"
300
_;00
P1-6
10d
6"
12"
6"
Yes
5/8 "e 0 32"
(2) 16d 0 10"
254
310 _,
460
600
P1-4
388
S f f
Mr t+1N
12"
12"
.12'
4"
. 3'
Yes
Yes
5/8 "e 0 24"
5/8 "o ®24"
(2) 16d 0 7'
(2) 16d 0 5"
377
492
1 -3
P1 -2
•
2'
6"
Yes
Yes
3/4 "e 0 24"
5/8 "e ®24"
3/4'e (p 24'
3/4 "e a 20"
(3) 16d 0 5"
(2) 16d 0 5"
(3) 16(1 0 5"
(4) 16(1 0 5"
631
508
:70
620
P2
lOd
6'
12"
P2-4
10(1
4"
12"
4"
Yes
Yes
754
984
920
1200
P2 •i
•
10(1
3" .
12"
3'
P2 -2
10d
2'
12"
2"
Yes
3/4 "e 0 16"
.
(4) 16d 0 4"
_ 1262
1540
Shear Wall Note. 6- 1 - 2 , • e2 -Co 1 - 4 ez- 3 r 1 - 2 Wet 1165
1. 01- Gypsum wallboard one side. 1 4 Ilaf �jx rtATtS
02 - Gypsum wallboard two sides. U
P1 - 1ti• Plywood or A.P.A. rated sheathing one side.
• P2 - 112' Plywood or A.P.A. rated sheathing two sides.
• 2. For 2' o.c. or 3" o.c. nailing use 3x studs. •
3. Nails shall be 10d common.
4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side.
S. AN panel edges backed with 2 -inch nominal or wider framing unless noted otherewise. Install panels either horizontally or vertically for
plywoca or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets rurtring horizontally. Space nails 0 12 irrhes
on ceale r Q intermediate supports.
ACTIVITY NUMBER: D2000 -409 DATE: 12 -27 -2000
PROJECT NAME: THE JUNCTION - LOT 21
SITE ADDRESS: 14913 57 AV S SUITE NO:
XX Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Buile Division Xi
/0G /
Pu is Works
Mmic !flU(,
Complete
Comments:
REVIEWER'S INITIALS:
'louII.00c
.Yrq
PLAN SLIP
CORRECTION DETERMINATION:
6 (v
Fire Prevention
Ar. I -7)-01
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
n
Plannin(Sivision
, '� -O
Permit Coordinator
ITT Al
DUE DATE: 12-28-2000
Incomplete n Not Applicable n
TUES /THURS ROUTING:
Please Route Structural Review Required I I No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved I I Approved with Conditions
DUE DATE 1-25-2000
Approved I I Approved with Conditions C!I Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments) I
DATE:
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Re:'lential Sewer Use Certific''
(To be completed for all new sewer connections, reconnections, or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.)
Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities
alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council
but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The
purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-
annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740.
(Please print or type) /� j
Owner's Name ��vN CC�t&CeO 467
(Last, First, Middle Initial)
Property Tax I.D. Number377 g3C7 — O Z()
Property Legal Address
Subdivision Namd'I -IOLA A"' kOu5ubdiv. #
Lot # Block #
Building Name
(II applicable)
Property
Street Address 14c\ t3 57 4 e. 5
City, State, Zip 1U FUJI `ec. t,c)ct., TS g 11
Owner's Mailing
Address \o cboy.. '. LLCo
(II different from
above)
CZ eti.- 1 .0% , .. d cI S
Owner's Phone Number ( 025 ) 1,2S 9. SO
Property Contact Phone Number (
Party
to be Billed
(if different from owner)
Party's Mailing
Address
(il different from
above)
City or Sewer District ' 4''-'
Date of Connection D2-000
Side Sewer Permit # _ 1-4C9
Demolition of pre- existing building? ❑ Yes ❑ No
Demolition Permit #
Please check appropriate box:
Single- family
❑ Duplex (0.8 RCE per unit)
El 3 -Plex (0.8 RCE per unit)
❑ 4 -Plex (0.8 RCE per unit)
❑ 5 or more (0.64 RCE per unit)
No. of Units
❑ Mobile home space (1.0 RCE per space)
No. of Spaces
x 0.64 =
x 1.0 =
Residential Customer
Equivalent (RCE)
1.0
1.6
2.4
3.2
For condominiums, please fill out Supplemental Form A in addition to this form.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmission of corrected data for determination of a revised capacity charge.
Signature of Owner /Representative — " I /t a"
Print Name of Owner /Representative — 7)O)J
1057 (Rev. 2 /00) White — King County Yellow — Local Sewer Agency
Date
Pink — Sewer Customer
RECEIVED
CITY OF TUKWILA
DEC 2 " 2000
PERMIT CENTER
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LICENSE DETAIL INFORMATION Form
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
LICENSE DETAIL INFORMATION
Current Filter: None
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
Registration# or License TRYONCL013DH
Name TRYON CONCEPTS LLC
Address PO BOX 146
Address
City RENTON
State WA
Zip 98057
Phone Number 4252289750
Effective Date 3/8/99
Expiration Date 2/1/01
Registration Status ACTIVE
Type CONSTRUCTION CONTRACTOR
Entity LIMITED LIABILITY COMPANY
Specialty Code GENERAL
Other Specialties
UBI Number 601931482
'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * *
'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *
'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * *
* * * VIEW CONTRACTOR INSURANCE INFORMATION * * *
Page 1 of 1
New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or
return to the L &I Construction Compliance Home Page
http: / /www.lni.wa.gov /CONTRACTORS /TF2Form .asp ?License= TRYONCL013DH 1/17/01
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CITY OF
1994 WASHINGTON STATE RESIDENTIAL ERGY CODE COMPLIANCE FORM
PRESCRIPTIVE
HEAT SOURCE: OTHER (gas, oil, propane, heat pumps)
Choose the option that best suits your
dwelling design.
❑
Cl
❑
,rE a>
Cl
❑
❑
' PVA paint
OPT
OPT II
OPT
OPT
OPT
OPT
Glazing percentage typically determines
U -value
Area
III
V
VI
VII
which option to choose.
Entry 211'0" x 6'0"
Fixed
0.46
(s z eteo et
(a stories)
Plan Review
(for official use
only)
HVAC AFUE
Glazing max:
z .78
z .78
z .88
z .78
z .74
z .78
z.78
Fixed ArchTor 0.46
of floor
10%
12%
21%
21%
21%
25%
30%
27.5
U -value
0.70
0.65
0.75
0.65
0.60
0.50
0.45 •
Selected option
is appropriate
for this dwelling. lling.
Doors U -value
(R- value)
0.40
(R -2.5)
0,40
(R -2.5)
0.40
(R -2.5)
0.40
(R -2.5)
0.40
(R -2:5)
0.40
(R -2.5)
0.40
(R -2.5)
❑ Yes
Ceilings
30
12.9
Upper Entry 1150" x 5'0"
Fixed 0.46
25
R
R
❑ No
with attics
vaulted
R -30
R -30
R -30
R -30
R -30
R -30
R -30
R -30
R -30
R -30
-38
R -30
-30
R -30
Approved by:
Date:.
Walls
above grade
below grade
R - 15
R - 15
R - 19
R - 19
R - 19
R - 19
R - 19
DOORS
interior
R -15
R -15
R -19 .
R -19
R -19
R -19
R -19
or exterior
R -10
R -10
R -10-
R -10
R 10
R -10
R -10
Floors
R -19
R -19
R -19
R -19
R -19
R -25
R -25
Option
Slab on grade
R -10
R -10
R -10
R -10
R -10
R -10
R -10
may be a better
ch o i ce.
Complete the other side of this sheet
only when glazing U- values are >
PRESCRIPTIVE Glazing U- Values
than that required for the option
chosen. ii".''
0.70
0.65
0.75
0.65
0.60
0.50
0.45
VAPOR RETARDERS
Select one option for floors, walls, and appropriate ceilings;
Floors
Plywood w /exterior glue
❑ Poly plastic (e 4 mil)
❑ Backed baits
Walls
❑ Poly plastic (z 4 mil)
Ar Face-stapled, backed baits
' PVA paint
Ceilings
Poly plastic Is 4 mil).. ❑ Face - stapled, backed balls ❑ PVA paint
Er Not required where ventilation space averages > 12" above insulation
Location `Number Size
Type
U -value
Area
U(Area) -
i
Entry 211'0" x 6'0"
Fixed
0.46
12
5.52
1150" x 1'0"
Fixed 0.46
5
2.3
Den 1 117'6" x 5'0"
Slider 0.41
37.5
15.375
117'6 "
Fixed ArchTor 0.46
10
4.6
Living Room 1 lT6" x6'0"
Slider 0.41
45
18.45
Dining Room 1150" x 5'6"
Slider 0.41
27.5
11.275
Nook 114'0 "x6'0"
Single Hung 0.43
24
10.32
212'6"x6'0"
Single Hung 0.43
30
12.9
Family Room 1IT6" x 6'0"
Slider 0.41
45
18.45
1 ;2'8" x 1'0"
Fixed 0.46
2.6
1.196
Entry 212'6" x 6'0"
Single Hung 0.43
30
12.9
Upper Entry 1150" x 5'0"
Fixed 0.46
25
11.5
Master Bathroom 1 212'6" x 4'0"
Csmn't 0.43 20
8.6
Master Bedroom ° 2 76"x46"
Single Hung 0.43
20
_ _ 18
_1
40
22.5
8.6
7. 4
16.4
c 1 4'0"x4`6
Single H _ ung _ 0.43
!der 0.41
[Slider '�� 4�'
Bonus / Guest 2150" x40" 1S
Bedroom-42- _i__________ 1 t 46
Bedroom #3 °; 2130"x 50" Single Hung 0.43 30
12.9
Bathroom 112'0"x2'0" Csmn't 0.43 4
1.72
Utility 112'0"12'0" ICsmn't 0.43 4
1.72
DOORS
Entry d 1;30"x6'8" Hinged 0.53 20 10.6
Family Room 1)Z8" x 6'8" Hinged 0.53 16.7 8.851
a 211.142
TOTAL GLAZING
Average U-Value 1 - UM' 0.43196
Heated Area (sq. ft) 1
R
Glazing % f !
17.86
VAPOR RETARDERS
Select one option for floors, walls, and appropriate ceilings;
Floors
Plywood w /exterior glue
❑ Poly plastic (e 4 mil)
❑ Backed baits
Walls
❑ Poly plastic (z 4 mil)
Ar Face-stapled, backed baits
' PVA paint
Ceilings
Poly plastic Is 4 mil).. ❑ Face - stapled, backed balls ❑ PVA paint
Er Not required where ventilation space averages > 12" above insulation
Kitchen fan
Bathroom fan
Bathroom fan
Bathroom fan
Laundry fan
Whole house fan
(choose one)
100 cfm
50 cfm
50 cfm
50 cfm
50 cfm
❑ 50 Cfm (1 -2 bedrooms)
❑ 80 cfm (3 bedrooms)
E 100 cfm (4 bedrooms)
0120 cfm (5 bedrooms)
OR
N UTDN� OT-13
N u7 - o1 , 1F Q
urou� QT = 80
I-1 u i-oc4
IVUTDhl1= al= 130
- e
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A-N ,40so° E
130 G F!M
yo GFtM
00 Cfr-1
1. 3 0 Gffsf
f�VENTILATION WILL BE INTEGRATED W /FORCED -AIR VENTILATION SYSTEM WSEC 302.6.3
❑ WHOLE HOUSE VENTILATION SYSTEM w/ approved outdoor air inlets.
Airflow between fresh air ports and the whole -house fan to be ensured by undercutting doors and /or grills.
Individual room outdoor air inlets shall have controllable and secure openings; be sleeved or otherwise
designed so as not to compromise the thermal properties of the wall or window in which they are placed;
provide not less than four square inches of net free area of opening for each habitable space.
- SOURCE SPECIFIC Minimum at .25 w.g.
Mechanical ventilation fan duets shall be e 4" and properly sized per VIAQ Code Table 3-3.
An-adjustable thermostat shall provided for each HVAC system with a range of 55 -75 degrees. WSEC 503.8.3.5.
Mechanical supply ducts shall have 0 -4 insulation in unconditioned spaces. VIAQ 302.5.
Mechanical ventilation supply ducts In conditioned spaces shall have R -4 insulation. VIAQ 302.5.
Supply and return air ducts shall have sealed duct joints in unconditioned spaces.
Supply ducts shall have volume dampers, or the equivalent, to balance system. WSEC 503.5.
HVAC plenums, supply, and return ale ducts shall have R -8 insulation. WSEC Table 5 -11.
All fireplaces shall have: a 6 sq. Inch combustion air supply duct w/ accessible damper directly connected to the
firebox; Tight fitting glass or metal doors; and a Tight filling flue damper. VIAQ 402.3.
Exterior slab Insulation, ./not located on the interior, shall. be R -10 per WSEC Table 6 -2.
Exterior slab Insulation, if present, shall be approved for below grade use and protected above grade.
6 mil black polyethylene ground cover, shall be lapped 12" at joints and extend to foundation wall.
AIIA {ructural pallets shall be labeled "EXPOSURE I", "EXTERIOR", or "HUD-APPROVED". VIAQ 401.1.
Insulation baffles shall be placed in attics /ceilings to maintain at least 1" ventilation space and extend at least 6 vertically
above baits or 12" vertically above loose(Il insulation. .WSEC 502.1.4.5.
Colligated Insulation shall be placed behind shower /tub and behind partition studs /corners.
Atti=hatch shall be insulated to required telling R -value and be weatherstrlpped. WSEC 502.1.4.4.
Attic hatch shall have a wood dam or equivalent to retain loose fill insulation In attic. WSEC 502.1:4.1.
Standard air leakage caulking shall be installed @ doors and windows per WSEC 502.4.
All exterior doors (except 20 minute doors) shall be weatherstripped.
Service hot and cold water piping in unconditioned spaces shall be insulated to R -3.
Recessed lighting tlxtures shall comply w/ WSEC 502.4.4.
Skylight wall insulation shall be equivalent to the required wall R- values.
Showers and lavatories shall limit flow to a 2.5 gpm.. Water closets shall be s 1.6 gpf.
r o., l of
.Tu ardina Receipt of c i
of approve, !pas acknowiaiaged.
By. J^k //
Date (-("t -o
Permit No.
V13 �OIrNS
41 0 6E MADE TO
. 6 WiTCOU T PA' °7
" SEPARAT E PERMIT
SOU FOR:
EOFIANIC, L
LEC T R /CAL
Ut /Ms-3ING
GAS PIPING
CITY OF TUKV LA
3U;L DING DIV)SIOp
Mfr./Model number Fan label cfm (.1
w.g.)
('tai
ADDITIONAL NOTES
Structural
Concrete Strength:
Steel Reinforcing:
Lumber Grades
Unless specifically noted on the plans:
5'/z sack mix, E =2000 psi
ASTM A615 grade 40 min.
Floor Joists: Manufactured I- Joists (TJI or equal)
2" nominal hem - fir #2 F =75 F5 =850 E= 1300000
Deck Joists: 2" nominal hem fir #2 F = 75 F = 850 E = 1300000
Headers: Timberstrand LSL F,. =285 Fb = 1700 E = 1500000
Beams: Parallam PSL F,. = 290 Fib =2900 E = 2 000000
MicrolamLVL F =285 F = 2600 E'= 1900000
4" Nominal Doug Fir #2 F,. = 95 Fr, = 875 E =1600000
Plywood: Plywood roof and floor sheathing to be C -D- INT -APA (with exterior
glee) per UBC Standard No. 25 -9 unless noted as otherwise. Support
shall be provided at all plywood edges with ply -clips, blocking, tongue
and groove plywood joints per UBC Table 23- 11 -E -1, Footnote 4.
Mechanical / Plumbing
Strap water heaters at points within the upper and lower 1/3 of the water heaters .
vertical dimension. Lower point shall be 4" minimum above controlls,
per UPC 510.5
Water closets shall be 1.6 gallons per flush maximum.
All hose bibs shalt have a non - removable type backflow prevention device.
Showers and tubs shall have individual control valves of the pressure balance or
thermostatic mixing valve type.
Air ducts that pass through the living space / garage walls shall be of No 26 - guage
steel or thicker.
Fire Protection
Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling and
floor levels shall be flreblocked per UBC 708.2.1 (4).
Floor - ceiling assembly between main and second floors shall be draftstoppe4 so
that the area of the concealed spacca does not exceed 1000 sq. ft. The
draftstop shall divide the concealed spaces into approximately equal '..
areas, per UBC 708.3:1.1.1.
Provide flreblocking at 10' -0" intervals in the wall both horizontally and vertically
per UBC 708.2.1.1.
GENERAL NOTES
Building Area: Main Floor
Upper Floor
Total Floor Area
Foundation
Concrete
Garage
Covered Porch
TRUSSES
PLYWOOD
1 34.2 s ft.
13. ft
2737s ft.
668 sq. ft.
52 sq. ft.
Building Code
All materials and construction shall conform to the 1997 edition of the Uniform Building Code
requirements, as well as any applicable codes enforced by the authority having jurisdiction over
the building site.
Building
Construction Type: VN Occupancy Group: 123
Seismic Zone: 3 Wind Exposure: B
Loading:
Roof 15 psf dead load t 25 psf live load = 40 psf total
Floor 12 psf dead load + 40 psf live load = 52 psf total
Deck 5 psf dead load + 60 psf live load= 65 psf total
Int. Partition 10 psf total
Ext Partition 10 psf total
Unless -a soils report by a qualified soils engineer is required, all design is based on an
assumed average soil bearing of 2000 PrF. Exterior footings shall bear 1'6" minimum below
finished grade. All footings shall bear on firm, undisturbed earth below organic surface soil.
Backfi!! is to be thoroughly compacted. Provide (2) #4 continuous rebar a bottom of all walls
and footings.
Concrete for footings and foundations to be F, = 2500 psi, 5 A sack mix
Concrete for slabs on grade to be F, = 2000 psi, 5 '/ sack mug
Mix maybe designed in accordance with the provisions of section 1905 of the UBC
Water - cement ratio per UBC table 19 -A -7
Framing
All framing shall comply with UBC chapter 23. Nail sizes and spacing shall conform to UBC
section 2318.1 and Table 23- II-B -1. Bolts and other fasteners shall conform to . UBC section
2318.2 and Table 23- II -B -2 and 23- III -2.
All wood in contact with concrete or masonry shall be pressure'', treated.
Manufactured lumber products (TM's, Parallams, etc.) shall be installed in accordance with the
manufacturers instructions.
Manufactured wood roof trusses shall meet the requirements of the UBC and be designed by the
manufacturer. Shop drawings bearing the stamp of a professional engineer reg:stor ed in the state
of Washington and showing all details of construction and.bracing shall be available upon request.
Plywood roof and wall sheathing to be C- D- INT -APA with exterior glue per UBC Standard No.
25 -9 unless noted as otherwise. Minimum plywood nailing to be 6" o.c. at all support edges and
12" o.c. at interior supports_ Nails to.be 8 commonfor Va ", 5/8 ", and ? /<" plywood roof and
floor sheathing. Stagger end laps at roof and floor sheathing. Nails to be 8 common for %z" wall
sheathing with all edges blocked (requirements at designated shear walls shall be per the shear
wall schedule found in these,drawings, prepared by a registered professional engineer licensed in
the State of Washington).
GLAZING
Glazing indoors, and' in hazardous - locations -as described in UBC Section 2406 shall be safety
glazing
Al glazing shall be double glazing with a max II-value of 0:65. Weather -strip or caulk all
doors, windows and penetrations.
FIREPLACES
All manufactured fireplaces, chimneys and related components shall bear UL or ICBO seal of
approval, and be installed per local codes and manufacturers specifications.'
All fireplaces shall be provided with a tight fitting flue damper, operated with a readily accessible
manual or approved automatic control, and a minimum duct of 6 square inches for combustion air
from the exterior, with a readily operable damper located in the front part of the firebox:
Miscellaneous
Approved numbers or addresses shall be posted on the dwelling. The address shall be visible from
the: street or road fronting the dwelling.
Exit doors shall be operable from the inside. A night latch dead bolt or security chain mounted
48" or less above the finished floor may be provided.
All glazing located within a 24" arc of either vertical edge of a door in the closed position shall
be safety glazing per UBC 2406.4
Provide for water heater thermal expansion per UPC Section 1007 (c)
Provide for control and drainage of surface water around the building per UBC 1804.7
Mechanical venting of bathroom and laundry room shall exhaust directly to the ,exterior, with a
point of discharge at least 3 feet from any opening into the building.
Stairs: Winding treads shall have a minimum tread width of at least 6 ", and the required tread
width must be provided within 12" of the narrow side of the tread.
Open sides of balconies, stairs, porches, landings, etc: that are over 30" above the surrounding
grade or floor level shall be protected by 36" high guardrail Open guardrails shall have
intermediate rails such that a 4 " ..diameter sphere cannot pass through the railing,
0
N
CrfY OF TUKWILA
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FOUNDATION PLAN
( V) 2 DM
4-10 V2'
JAN .0
FOUNDATION NOTES
1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED
SOIL. ASSUMED SOIL BEARING CAPACITY TO BE
2000 P.S.F.
2. ALL WOOD IN CONTACT, WITH CONCRETE TO BE
PRESSURE TREATED.
3. ALL BEAMS TO BEM 4,90Re?ol,l er.714POSTS '(4x6 AT
SPLICES) ON 24' DIA.xR" CONC. PADS UNLESS NOTED
OTHERWISE. :
4. ALL POST TO BE ANCHORED AGANST LATERAL
MOVEMENT. Post", AIAAP1 RMNEC H
5. SOLID BLOCK. AT ALL POINT LOADS FROM ABOVE.
6. SOLID BLO ^,K OR BRIDGE AT MID -SPAN. OF ALL FLOOR
JOISTS WITH SPANS GREATER THAN 10' -0".
7. FLOOR JOISTS. SHOULD. BE SUPPORTED LATERALLY AT
EACH ENE. AND AT EACH SUPPORT BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
8. PROVIDE MIN. 18 "x24" CRAWLSPACE ACCESS.
9. PROVIDE CRAWLSPACE VENTILATION PER UBC 2317.7.
1342 SQ. FT. x 1/150 = 8. SO. FT. NET VENT AREA REO'D.
re Au. A'uoH lus IbL G.141t-1L. A2c Tb
HEOEIVEA
CITY OF TUKWILA •
DEC, 2 7 7 jr 3 D I
�EAMii �J-
I IMPORTANT j
Thm t
tVired Plan ma
C be used prod cad
without the written s ign
. PG, ¢n
l' -[ p t Gerry
C rry VI.k Desi Croup
dw. not m me Ileblllt
for home constructed
front this plan. The porch
i fallowing these
instructions
L Contractor or builder
must verity all dimensions
before proceeding with
construction.
2. This plan woe designed
be marker_ -a ln[opgnont
purchaxr uSurt verity
o; h li local
where the Come le to be
nmt"uctcC.
a Purchaser should have
VII builder end et l ry ,
+e.l engineer for campll-
nto aye Jflc alto o >n- ..
<Miens.
4. TCma A far .hould hat
be. dlard b oU�er flan n
q ualified desi erohl-
H L o r atrueturei en
°
Plan ?Qo:
2367
(� Dater.
2
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2 /2oj,c.
M Sheets I
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BEDROOM 2
BEDROOM 3
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OPEN TO ENTRY
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UPPER FLOOR PLAN
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3T-5 V2'
6111014
C . a 9060 OH DOOR A�
410 Ei
ENTRY
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DINING ROOM
4 -10 VT
R-10 VT
unto
9
In
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IH ' PLOT5 4 GONIRgS
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ADOVE PLR_
NSTALL EO.P. PEIT
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5EGLRE Ni TO WALT. :..r
W/MIL STRAP
Itai l 4L- G? tui6.
ro(G.
SURFACE WARM AND STRUGTLRAL
WALLS W/5/5 TYPE-X 6WD.
2.-LAYERS OF SALE ON al-NEL
WIT GOLAN AND EW038) DEAM
WP3/6'- TYPE -X 6WC
Z-6 VT
GENERAL NOTES:
t ALL WOW TO BE N CONFOR.9i4 E WITH 199T WC.
2 VENT'. ALL EXHAUST FANS, DRYER VENTS AN)
RANGES TO. TIE GUTSOE
a VENT WATER WARM PRESSIPE MEP VALVES
TO THE d TSDE.
4. MOVIE FEE ELOCAWG AT ALL FUIENC N0
I.FG;ANCAL PEPETRATIONS
5. ALL 9iDWER WALLS TO EE WATER PROOF TO. A
AMIIA 70' ABOVE ORAN NET.
6. SHOWER TO EE UMTEO TO MAX. 2' S GPM FLOW.
7. AFETY GLAING WHIN 60" ABOVE DRAM NET TO EE
S GLASS
a ALL QADD WWTMI 24 OF DOOR CR WTDii 13
OFF EC FLOOR TO BE SAFETY GLASS.
9. ALL 9(YLn#4TS: TO BE PER VB.C: SEMEN 24OO1•
1a ` Aa N.AZFIG T T EXTEl9 R TO Y NTH EAERGY ate.
MAIN FLOOR PLAN
114• 1'-0'
\VALI- N f�a : rrXI FLcao
II1QI(ALES Loo,.11ta14,Q 140L00
RAN 61L- -f4Pl; (.61I.4 Oi -(ie.)
IWO1GA. -ra .614s4a. \w t._ LOt..T1QN..
664-1,E1914 (6FIItr' CoN u - ria -
�EG2: (NAauNG,E
FIRST FLOOR
SECOND FLOOR
TOTAL
GARAGE
X
• •
C iY
1342 SQ. FT.
1134 SQ. FT.
2476 SQ. FT.
688 SQ. FT.
RECEIVED
CEN OF TUKW4R
DEC 2 ?
DEIRMil
JAN -2n
Group
I IMPORTANT 1
This copyrighted plan may
not M used ar reproduced
without the .titles ppae b
atcn of Crn791ek Demgn
Carry 311ck. Design Group
dos not swum. liability
fora home constructed
from UM pa The porch
ell rvpom—
Thinly too follo.ln[ the«
Dis
inalrucUaoa
contractor er builder
u,t reru au mme:
conc tb
tr di .lth
wouon
2 T hls Pion .m designed
many ma led l itim The
many aer meat verity
The
purohe «r wort rsrify
my Dev« .iW .0 loam
eppticeble ouDdlnq sodas
where th. home L to 6e
constructed.
3. Purchaser Would have
. Ism r.vle.ad 7t
osed buCtlsr end �tra
urd engin« (cr complt—
+. m Ln p eclfie elte con -
1tUom
Th qualified ee ee ptam Would not
be d other. than
tact, or e4ucLUrd engineer.
I Plan No: I
2367
[of Sheets I
•
omen
MEM
paw UI
AJ
L
GT-4r
121
a
3 @ II
-. • Amiaraiiiimeme'" III
111 • 11 10EalatE
str V'=11
11 ® 11111
la 70 _,. 74r, ,t_til
e lsol jrriussi
Alirk
Elk
MEM
MIMIC
11111111M
MEM
ROOF FRAMING PLAN
0 ROOF PITCH PVATOR
- 4/12 FTITA-1
1/4" 1
RAFTERS CL-6.
001575 24 O.G.
F.de
i
14t Ar
raa van .4m(gere
(vt. veur AgiA e
liZoosse Wirti4La
(%) 0.64)6- WArr #).4-2.• 6,10 %ep
(0) 1 gooFdkr.g.s(C*. ga.14 Ex) 4ao N4.14.
TorAL ma-r nos vow- ,u2sAs
gfeitr
RAZ 1/art AgEA 0 "au?) 1540* 4e2.31
FP-oPOSS9 Vehrrit.lea
652-114A 17-2- i4.
AF•50 R.0 .1 (CF-A7 la.F.A.) I ao
'MU- or Roo. "Eli Ar-EA:
ROOF FRAMING NOTES:
1. ALL HEADERS TO BE Ib 1.55 1,61.. 1,4111 IsterrEf 611 %.16a ON- rtAt-i-
- 2. ALL TRUSSES:
SHALL CARRY MANUFACTURERS STAMP.
SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS
ON SITE FOR FRAMING INSPECTION
SHALL BE INSTALLED AND BRACED PER MANUFACTURERS
SPECIFICATIONS.
3. NO TRUSS SHALL BE FIELD MODIFIED WITHOUT PRIOR CONSENT
OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS, MIN. 22 WITH BIN. 30" HEADROOM.
5. PROVIDE ATTIC VENTILATION PER UBC.1505.3: THE NET FREE
VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED. WITH
50% OF REM) VENT AREA TO BE LOCATED A MIN. OF 3 ABOVE
EAVE VENTS. THE BALANCE OF REQ'D VENT AREA TO BE
PROVIDED AT EAVES.
6. ALL FRAMING TO COMPLY WITH UBC CHAPTER 23. NAIL SIZES
AND SPACING TO CONFORM TO UBC -17,5La. z
1 6 s2-R
75, 6141.
•
1/4" T-0°
1 -00, 1 D
UPPER FLOOR FRAMING PLAN FLOOR FRAMING NOTES:
DEC 51ST OF T
2 7
1. ALL MULTIPLE ,JOISTS OR BEAMS MUST BE BOTH
GLUED AND NAILED. ,
2. ALI HEADERS TO BE S". . 0 , 0e.... L
104 N. oTifFawitsa a94 .A1.4
3. SOLID BLOCK BENEATH ALL POINT LOADS
FROM ABOVE.
4. SOLID BLOCK OR BRIDGE AT MIOSPAN OF ALL FLOOR
JOISTS WITH SPANS GREATER THAN 10
5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT
EACH END AND AT EACH SUPPORT BY SOLID BLOCKING
OR BY ANOTHER APPROVED METHOD.
e
El
I IMPORTANT I
T nt i :e: P oVirr4te=
without the written per..
to: Gerry Slick Design
Gemy Slick Deeign Group
does not assume liability
for a home mnstructed
from this plan The purch
rtl for f.711t Uf
instrucUons.
L Contractor or builder
nzust verify dimenelons
before proceeding with
constrvalon.
Tais plen was deeign.
to M marketed tMoughout
many munlcipalitiew The
purctemer rmiet verify
corepiMoce with all local
It u o n i
S. Purchtmer .ouid have
Mama reviewed by a Ho—
ene. b.der and etruot—
ural engineer for cornpli-
ertre to specific fate mn
Miens.
deerigner. arch,
teat or atructural engineer
I Plan No: I
Date:
10
2367
2-
t 51:445
LEFT ELEVATION
114 - r -o
1 %0'
RIGHT ELEVATION
A)2D Da -coq
I
FRONT ELEVATION
.1/4'..: T-0
LANOI
REAR ELEVATION
114" 1' 0'
J AINA:60R.
N4 5-1 ) 'b MAt t4EP 7o t..44
ROV E
Orr'/ OF Tli. - NIL!
UEC
I IMPORTANT I
SNa .
mt ,77:1V14';'.117 ppee.
sl on ol they Slick Utaign�
Gres..
Gerry Slick Nolan Group
dose not aseume liability
for trill bon truet e
from ica The DuR
IbWty for tolbwing War
Iv.trucaons
L Contractor or builder
uat vaNy ell dimevelovs
construction_
with
nov.trucuoa
2 Tt ;Len sae designed •
b be marketed throughout
QM, municipalities The
putehmer must verify
oompllanoe with e11 Iooal
eppi!rnle tiultdi
ron ng codes
er e the hom V to De
slructed.
S. Purchaser Would have
plan. rovleaed bye Ilc—
avasd bvUder evd atruct—
ursl mglncer for mmpli—
ro eo.pe ltle:.ite mn-
d/tiena.
1. Tnao. playa Would not
q a rd b) other then a
qualified designer. archi—
tect, or etraetund engineer.
I Plan No: 1
Lif Sheets
O
RT
11 f f f. /df./.h
27-& L •
2X6BLOOKN6
dl1Ii MAIMVO
(2) LAYERS 5 /e• TYPE 7C 6WB.
4' GONG. SLAB ON 6 MI, V15QLEEJ
VAPOR. BARRER OVER 4' GQM'AGTED
SAw /e RAVe: - BASE
51-OPE 3' TO DOORS.
FLK 051 ib' O.
5 /e• TYPE x 6WB.
— 3/4' 1 PLYMD.
EL I.E 4 NAL) -
DUO OVER
BEAM Mal s�
;11 ;tl ;�; ITI It;11 /111 ,.
(---4.X10 BEAM
1 rat(IO� P�tJE ' P•T. 4X4 11)5T II
PsTrya' ca. ' r1;(4X6 AT BEAM 5PLEE)
coNNEGTidµT4P P
24• ow X e• PAD Prs !►� .
K-30 OR 1C-36
PER WSEG-
- 5 /8.
I I'6 TJ I @Ito" o PEZ 4 FI.IJ+4 - •
TYPGAL N(HOOR WALL
2-2X4 TOP PLATES
2X4 STtWS iC 0.0.
2X4 BOTTOM PLATE
VT WED. EA 5CE
544'50N Y•-1 N °Ow:rA
GL.PS EA TRUSS
•
2WO eAF(
vs.
WA ROOF TM/55E5 -24' O.G.
1/2' (24/0) PLYWD. SFEATI -NA
FULLY B(AGKEDWiTH APPROVED
CL-FS. (GGX AT EXPOSED AREAS)
30, NTERWOVEN ROOFN6 FELT
COMP. h141N6LL ea:41, a.
ALL FL.ASFNC i TO B E 9.
GAL-V. STEEL.
BUILDING SECTION
P ARSP RN
2X VENT BLOCKS
5/4X6 FA LIA W/
MTL. W TER
TYPIGAL' WALL-
'2-2X6 TOP PLATES
2X4 5T1D5-10O.0
2X6 BOTTOM PLATE
l/VAPA RATED 24/0 SHT6
AR BARRIER pECE1VED
EXTERIOR SDNG PER ELEVAT OF TuKWILA
,ERMIT CENTER
4' GONG. SLAB- W/ THCD
EDC y, ON GOM1EAGT FLL
V SLOPE FROM BL40Nfi
11•.' PM FT.
rPl'(GFFf' UNE GmNNEC
.sTc114 m2.14,. -STBM 19.446 otr ('fN?)
`NASIFEQ - 6eAuEL
4- *■?, L_INE:C,NNEq''fo rDeri GRAiN .69 - ,E64•(1`rt°.)
I 'IMPORTANT I
'(h{a oopyrighled Plan mei
not be mad or reproduced
without the written perm.
Ann of Gard' SU. Design
Group.
Gerry Slick Design Group .
does not assume liability
fora home comdruMed
from this plan. The porch -
mar ammo. all raeponr
1biUty for folio.. theca
lnstrucllons.
Contractor or builder
must verify all dimensions .
cr " procaedmg with
com
2 This plan Tech des knell
to y marketed throughout
merry mumdpalitiea -The,
purchaser must verify
compl:ainoe Witte s4 hotel
where home l a t odes
where a home b to M
constructed
a purchaser should have
pleat reviewed 61 o Do—
en.ea eWot—
urea. engineer for compli—
to specific sitec compli—
ance o ,..
These r o ti hould not
qualified dlercd e o ther lhm e
tet or dealu ngh.a
tact, of sUucturd engineer.
Plan No:
2367
Date:
5 +13 °)
I2 /Zo /o
I of Sheets
�
l -'t
,
1
MITCHELL ENGINEERING 7P,,_∎.,„A....,
INC.
7821 -158Th A
MITCHELL ENGINEERING I BWmaM.W
u J.
831.168W AV
MITCHELL ENGINEERING INC 821
P,_ ISRa A �N J
MTPC HELL ENGINEERING INC. 8�,,m, a,
�I _, 5 � A.°N
MITCHELL ENGINEERING INC. 'RNmmp.,yA %P
( R, - JSaA A N .
MTTCH E NG IN E E RING IN Bc WA982
. RaMwq WA 980J]
2f16]4J -t50C
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PREPARED BY PROM,
➢AT - SOBIE, -
-fiwa
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2 s P
F AA 1
=
-
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$• c. STE AL
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- -. - - -- - - - - -. _ -.. ..__ __....- -- - -_ - - -- - --
L.l FOOTING
. B91WS
LLV [3J 4 MMP9P1
4 .i 3
LATERAL RESTRAINT PANEL
) � I 1 2
PREPARED BY PROTECT SHEET NO- OF
:.rm' c
sir No. _ o F
■
pgPp� CT A BY PROTE SHET' E NO OF
- -_ —__ —
PREPARED BY PROM, S✓�T PR -- OF-
PREPARED BY PROTECT SNFE! HO. _ OF
ATE SUBJECT too NO _
JOB NO
DATE SUM,
DATE
Bs W.
. ATE ���
JOB NO.
ED.E.cT JOB NO
DATE NmJuE,
/
-
CONT.. HANDRA" TO
36 ABOVE N08IL 1NG 34
i THE WAND GRIP ALL M PORTION
OF HANDRAIL.6NALL ME
NOT I
LEGS THAN I/4" NOR
MO RE THAN 2' IN CRC,.
SECTIONAL DIMENSION.
RENRN HANDRAIL T
61054 ER
SIDPIG PER
�.�
S i7 �� �ILA ikW
� •
5 /B' TYPE 'X' 2 x6 STUDS • I6' O£ .
.111.130. .
N 2X6 PR TR ....._...A. .
BU' . ?NM- . 48.OL
�� �Q•Fid"T7 � ,•3/,rd f/ATE
� I YASHIEL G. 0.
=' 3/4•T4C PLTfal7aD
HELL ENGINEERING INC. T821 IP&PA.
3/4• TYs P1.110000
2x DLOCKMG
2X FLOOR JETS. Ib" O.C.
I
Weal
f
r
I '
STP(d P
' I ,
I^ r7.CI 01Q1•
� �
I
I, !WILDING I
PAPER
1/2" PLTLD. I
9HEATHPYa
INDEPENDENT SOLID
OF
FOOTPYa DROP!
1
7X4 STUDS • Ib" O.C.
_ -
2X4 PR TR SILL PLATE
W/ 1/2 AD. • 48' O.G.
41, FROM ENDS
PR P c.J,OE -2,',... T 3A... 3A...
ATE. I.SFFE+� C'. F,A -A.d
W
4" CONC. SLAB w/
4" GRANULAR FILL
( IS' BILDING
! PA F E R U
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•
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2X6 STUDS • I6" OD.
2X PR TR SILL PLATE
W/ 1R °XIm• AD. • 4B O.G.
pIppM N
a2;r M15, dr2 "s }/14 KBE.
314 TAG PLTWOCID
NELLEL POST OR WAL4.
I I/6,11 I/4"
OPEN11.5 BET.. TREADS-
T 4 .4 . serf:Lips
_ _ - _ -_ DRAIN
/
,9 HA
-
RAILS TO BE LESS
THAN 4"
I��
�',� ®, +,
'',,'♦'
,/
I
9" M IN.
/'
��� � i�'',',, , R -19 BATi M9UL.
• r - ,
2X FLOOR.''' •
4 C471•iC. SLAD
GRAP1LdR
.FILL
' � � ; R BATT men_
/
� .FLCDR JSTS •
R� Al
11 BEAM R i'LdN
, -
`
,
a
Ill
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-
=
I6 O.C.
•4 GONT. BAR
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J6 OL.
r f TAR' •
CONi ; -
2
314• F1Y1L0. faJ99E7
EA 9 DE OF BEAM OR
J
POST
N
-,
•
k
.. /�
I��
// 2X4 NAILER
//
/ / _ S /8" TYPE 'X' GAUD.
- I / AT AREA BENEATH BTAkR
✓ JA 16,.c. F ,{0 -
=11
Y1
S�rAe
O I L - - f
A
"
11= 11 =11 L 1141111
I' = 11 =
7a' 11 '= 11 = =11
E
V CCNi. BAR
< VERf. BAR • IB" OD_
b MIL, BLACK VAPOR dy
"
L
t Eta MAR • m` OD
APPROVED MTL. CAP 15• BUILDING PAPER BET.. POST • CONC_
•4 PERT. 64R • Io" O.G.
BARRIER LAP n"
-
6 ML. BLACK VAPOR QT
I FIREBLOCKING • D TTOM CF RUN • FIREBLOCKING REALONG
I
G111 �� L
`
RUST BLOCK 91RIK'sffR DETWEEN
STAIR SECTION DETAIL
• 4" S 4• TWO BTORT
GARAGE FOUNDATION DETAIL
2 •4 CC *1T..paRS.
•
SPREAD FOOTING DETAIL
I
FOUNDATION DETAIL Oi
CsAfi?AC�E
/HOUSE
F GREATER
FDN DETAIL
L r 47L44
N. T.B.
N.T.S. T.S.
KTS.
�/1
y l�J
KTS.
2 -11•6I ••••
aJ, ( ,PP cro- A - .
DJ� •T
RECEIVED
OF VUKWILA
" ERMIT CENTEV
#
-
z : . i
/
_.CITY
1,1- r of 4 e
I
. 1 .
' - 1 4 "-,
'
r2DDC)--- 1.-(--oc)if
_.- ..
SHEAR WALL SCHEDULE
Wan
Dallsomilan
Nab
She •
Nail Spazing
.
„ Plate
Anchors
Plate • •
Nails
Hem -Fir62
T!Ft
Doug-Fir /Z
/EFIL '
Edges
Studs
Top/Btm.
' Plate
. Blocking
Req`d.
6d
7"
- -7"
7" . -
.No
518 "0 r.• 48"
16d !' 16" o.c. ..100
106
6d
4'
• 4' .
4° ` .
- . - No
5/8'0 i, 48"
• 16d •' .12" o.c. 125 .
125
6d
4"
4'
4"
- Yes
Knitanal
Iffitnrea
lEarlra
IrrThr.M1111111rnani
IMMO
tEr.nallinglinirtal
IKERMILIETIOngill
3/4 "0 0 24"
SE8 °0 . "< 24=
•• �•
16d x•10`
150
150
6d
T
7"
7•
' 4'
No
No
- I6d c. 8" .
16d ,. 6'
re
250
200
6d
4'
4'
250
6d
4'
4'
4'
Yes
300
:0O
10d
6'
12"
6"
Yes
2 I6d ''.10"
254
310
i0d
4'
12'
4'
Yes
377
460
10d
3'
12"
. 3'
Yes
(3) I6d O 5"
16d -' S°
492
631
SOS
754
600
770
620
IOd
2'
.12"
2"
Yes
10d
lOd
6"
4'
12°
12"
6°
4'
Yes
Yes
920
10d
3'
12"
3'
Yes
3/4'0 0 20°
(4) I6d 0 5'
984
1200
10d
2'
12'
2'
Yes
3 /4'0 16"
(4) 1'6d 4'
1262
1540
� �
Sam' Wa11Notes: PI-31I)-2 co /P2- $ - x 1 4 ' 2 - WAl l �
1. GI - Gypsum wallb one side. W 4-1 f6' !. j�[ � ATi $
Q2 - Gypsum wallboard two sides.
P1 - U2 Plywood or A.P.A. rated sheathing one side. ,g,r
' P2 - Ur Plywood or A.P.A. rated sheathing two sides.
2. For 2' o.c. or
3. Nils shall be IOd common use 3x studs.
plywood is o c nail`
4. WIN= is 2 sides of wall, joints shall fall on separate studs each side. -
5. All panel edges backed with 2 -inch nominal or wider framing unless notedi otherewise. install panels either horizontally or vertia Iy for
plywoc4 or A.P.A. rated she thing, gypsum shear walls shall be installed with, the sheets miming horizontally. Space nails @ 12 ir°.hes
on center lig intermediate supports. _
/NEE