HomeMy WebLinkAboutPermit 5845 - Powell Homes - New Single Family Residence
BUILD1NG PERMIT
(POST WITH INSPEL'.'ION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
.1W
FEES
DESCRIPTION
AMOUNT
ReAT 1
DATE
BUILDING PERMIT FEE
532,00
c/
`/
(it S kl
PLAN CHECK FEE
346.00 ,,
BUILDING SURCHARGE
4.50
ADDRESS 330 Dayton Street. Edmonds. WA
OCC.
LOAD
9QUARE
FEET
ENERGY SURCHARGE
SQUARE
, FEET
OCC.
LOAD
TOTAL
. SQUARE FEET
TOTAL
OCC. LOAD
OTHER:
657
2
TOTAL •
882.50
V
j
PLAN CHECK ;89- •
PROJF CT INF Onr.1A t ION
14224 55 Av
U
PROJECTNAME/TENANT Powell
76,481 on
as- -
ASSESSOR ACCOUNT 0 3365q0-0121i-04
TYPE OF (X) New Building ■ Addition • Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
Construct new single - family home.
PROPERTY OWNER Powell Homes
PHONE 824 -67 24
ADDRESS P.O. Box 98309, Seattle, WA
ZIP981S8
-6224
CONTRACTOR Powell Homes
PHONE 824
ADDRESS P.0, Box 98309, Seattle. WA
ZIP98198
WA. ST. CONTRACTOR'S LICENSE # POWELHB121K3
EXP. DATE 5- 23 -90
ARCHITECT
James Anderson Design
PHONE 7
-
IP98020
ADDRESS 330 Dayton Street. Edmonds. WA
USE 4
Ga ra s e /
/
CODE COMPLIANCE_
. /
/
/
Yes O N o
(through
Public Works)
FLooR 1
SQUARE
FEET
OCC.
LOAD
SOUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
9QUARE
FEET
OCC.
LOAD
SQUARE
, FEET
OCC.
LOAD
TOTAL
. SQUARE FEET
TOTAL
OCC. LOAD
Bsmt .
657
2
657
i
2
.
t
1
TOTAL
657
2
TYPE OF CONSTRUCTION: \./-N UBC EDITION (year) 88
SETBACKS: N - S -
E -
W -
FIRE PROTECTION:
®Detectors N!A
UTILITY PERMITS REQUIRED
Yes O N o
(through
Public Works)
ZONING: R -1 BAR /LAND USE CONDITIONSOYes (X7 No
CONDITIONS (other than those noted on or attached to permit/plans):
ISSAPPRoVED UANCE BY: � 4t, �� , OFFICIAL
DATE: //')2?-5P1
I hereby certify that I have read a ' ' xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio _or the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 0
PRINT NAME 1 -,(,
A ,.
DATE: 12- - 1 `a ci
I(; 101(61 1
COMPANY: -121,4_,-C) ( `[ L:� Ls-5
This permit shall become null and void if the work is not commenced within 180 days from the date of
issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection.
CERTIFICATE OF
OCCUPANCY NO.
DATE ISSUED:
,.
BUILDING PERMIT
(POST WITH INSPEi, ON CARD AND PLANS
IN A CONSPICUOUS LOCATION)
CITY OF TUKWILA — – Department of Community Development - Building Division G'
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
[�S
FEES
4)--- /63-- ?c7
DESCRIPTION AMOUNT RCPT st DATE
BUILDING PERMIT FEE 532.00 J 3c) c j1 r Li
PLAN CHECK FEE 346.00
BUILDING SURCHARGE 4..50
ENERGY SURCHARGE
OTHER:
TOTAL • 882.50
PLAN CHECK
PROD[ INFOFICIATION
14224 55 Av
I a` tore -II WI
76_481 In
PROJECT NAME/TENANT ASSESSOR ACCOUNT #t
Powell ■•n- • • - 3365_90.4)121i-04
TYPE OF 01i New Building • Addition • Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 0 Other:
DESCRIBE WORK TO BE DONE:
Construct new single - family home.
PROPERTY OWNER Powell Homes PHONE 4 -6224
ADDRESS P.O. Box 98309, Seattle, WA �ZIP98158_
CONTRACTOR Powell Homes PHONE 824 -6224
ADDRESS P.O. Box 98309, Seattle WA ZIP8198
WA. ST. CONTRACTOR'S LICENSE # POWELHB121K3 EXP. DATE 5_23 -90
ARCHITECT James Anderson Design PHONE 776-67E6
ADDRESS 330 Dayton Street- Edmonds._ WA ZIP
8020
CODI (:Or.n t IANcF
USE '4 Garage / /
FLOOFI 1 SOUAIE OCC. SQUARE OCC. SQUARE OCC. SQW.RE OCC. - SQUARE OCC. TOTAL TOTAL
FEET LOAD , FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD
Bsmt . 657 2 657 2
■ ,
TOTAL 657 2
TYPE OF CONSTRUCTION: \i-N UBC EDITION (year) 88 SETBACKS: N - S - E - W -
FIRE PROTECTION Sprinklers ® Detectors O N/A UTILITY PERMITS REDUIRED?� Yes O No Illuieslmoritio
ZONING: R -1 BAR /LAND USE CONDITIONSOYes Q No
CONDITIONS (other than those noted on or attached to permit/plans):
APPHOVED FOR I' BUILDING D
DATE: a
I hereby certify that I have read a . "xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 1 A, D
DATE: 12- - (t —S-cl
PRINT NAME: � �,(_, f (
(', itILe -1 I C
COMPANY: R1, ,-Lt t. -,.: Ls-
PLAN CHECK
PROD[ INFOFICIATION
14224 55 Av
I a` tore -II WI
76_481 In
PROJECT NAME/TENANT ASSESSOR ACCOUNT #t
Powell ■•n- • • - 3365_90.4)121i-04
TYPE OF 01i New Building • Addition • Tenant Improvement (commercial) U Demolition (building) U Grading/Fill
WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 0 Other:
DESCRIBE WORK TO BE DONE:
Construct new single - family home.
PROPERTY OWNER Powell Homes PHONE 4 -6224
ADDRESS P.O. Box 98309, Seattle, WA �ZIP98158_
CONTRACTOR Powell Homes PHONE 824 -6224
ADDRESS P.O. Box 98309, Seattle WA ZIP8198
WA. ST. CONTRACTOR'S LICENSE # POWELHB121K3 EXP. DATE 5_23 -90
ARCHITECT James Anderson Design PHONE 776-67E6
ADDRESS 330 Dayton Street- Edmonds._ WA ZIP
8020
CODI (:Or.n t IANcF
USE '4 Garage / /
FLOOFI 1 SOUAIE OCC. SQUARE OCC. SQUARE OCC. SQW.RE OCC. - SQUARE OCC. TOTAL TOTAL
FEET LOAD , FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD
Bsmt . 657 2 657 2
■ ,
TOTAL 657 2
TYPE OF CONSTRUCTION: \i-N UBC EDITION (year) 88 SETBACKS: N - S - E - W -
FIRE PROTECTION Sprinklers ® Detectors O N/A UTILITY PERMITS REDUIRED?� Yes O No Illuieslmoritio
ZONING: R -1 BAR /LAND USE CONDITIONSOYes Q No
CONDITIONS (other than those noted on or attached to permit/plans):
APPHOVED FOR I' BUILDING D
DATE: a
I hereby certify that I have read a . "xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 1 A, D
DATE: 12- - (t —S-cl
PRINT NAME: � �,(_, f (
(', itILe -1 I C
COMPANY: R1, ,-Lt t. -,.: Ls-
CODI (:Or.n t IANcF
USE '4 Garage / /
FLOOFI 1 SOUAIE OCC. SQUARE OCC. SQUARE OCC. SQW.RE OCC. - SQUARE OCC. TOTAL TOTAL
FEET LOAD , FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD
Bsmt . 657 2 657 2
■ ,
TOTAL 657 2
TYPE OF CONSTRUCTION: \i-N UBC EDITION (year) 88 SETBACKS: N - S - E - W -
FIRE PROTECTION Sprinklers ® Detectors O N/A UTILITY PERMITS REDUIRED?� Yes O No Illuieslmoritio
ZONING: R -1 BAR /LAND USE CONDITIONSOYes Q No
CONDITIONS (other than those noted on or attached to permit/plans):
APPHOVED FOR I' BUILDING D
DATE: a
I hereby certify that I have read a . "xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 1 A, D
DATE: 12- - (t —S-cl
PRINT NAME: � �,(_, f (
(', itILe -1 I C
COMPANY: R1, ,-Lt t. -,.: Ls-
TYPE OF CONSTRUCTION: \i-N UBC EDITION (year) 88 SETBACKS: N - S - E - W -
FIRE PROTECTION Sprinklers ® Detectors O N/A UTILITY PERMITS REDUIRED?� Yes O No Illuieslmoritio
ZONING: R -1 BAR /LAND USE CONDITIONSOYes Q No
CONDITIONS (other than those noted on or attached to permit/plans):
APPHOVED FOR I' BUILDING D
DATE: a
I hereby certify that I have read a . "xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 1 A, D
DATE: 12- - (t —S-cl
PRINT NAME: � �,(_, f (
(', itILe -1 I C
COMPANY: R1, ,-Lt t. -,.: Ls-
APPHOVED FOR I' BUILDING D
DATE: a
I hereby certify that I have read a . "xamined this permit and know the same to be true and correct. All provisions
of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of
this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating constructio the performance or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: 1 A, D
DATE: 12- - (t —S-cl
PRINT NAME: � �,(_, f (
(', itILe -1 I C
COMPANY: R1, ,-Lt t. -,.: Ls-
This permit shall become null and void if the work is not commenced within 180 days from the date of
issuance, or if the work is suspended • r abandoned for a period of 180 days from the last inspection.
CERTIFICATE OF , / DATE ISSUED:
OCCUPANCY NO.
NatitiOdniatiiiW 6170a944.14•7::61r0 cditrwev..r, ti..,... ..� .� „. -... __.._.._.__...
CIIrO OF TUKMICA
Building Division
6200 Tukwila,,tWashingtonu198188
(206) 433 -1849
Type of Inspection
Site Address
INSPECTI „N RECORD
8 '
PERMIT # 75
6
Date Wanted 6—';?,, -91:9 a.m.
Project
Date
Requestor
Phone #
Tau -0i/ ///4 7 7
Special Instructions
Inspection Results /Comments:
Inspector 12.1.04'
Date G�
Jeilua.^r�.Jfa�iuw.rwxw�ww n��...uu.:.r..+w.,. + r+ rwr.*+ w, wK�.+ Mwwu�wwvn .wru.www,�wnfcwrJ+htin�f+*�wv�v xaYC.�4 WJLLfi .bwJU�uva.,:�av5.tuc. Ju4.faae4YJ11 0.7.l'0.040X-N `Ilan,
CITY OF TU 41LA
Building ^tment
6300'Sout "cer Boulevard
Tukwila, WA 98188
(206) 431 -3670
INSPECTION RECORD
PERMIT #
Date
(--Z6 -170
Type of Inspection Date Want & �.2-7 --i0
Site Address./ � - -- �`�'j` G2�-�. S S. Project �^_
Requestor �P , Phone # q q 7-- 6 4( r/
Special Instructions
l
P.m
Inspection Results /Comments: ci�
%j_. f , 7)
1
Inspector
(/j
F
Date C'`" I -/ /0
CITY OF TUKWILA
Building Division
6200 Southcenter Blvd,
Tukwila, WA 88188
433-1845
Permit 75 Date 12— 2 7 --- 0 Job Address / 1/2-- 2— . 3 H "> Wi=t--
CORRECTION NOTICE
The following items are found to be in violation of Ordinance and shall be corrected.
--- 0 t. /��/ vii l ( y� �`: ( f �c� C
.,,...+«.w��++•�.�r.4tf. -wnXnK Vr,�4.rrewv.ua v«uwei.s+Mw.fn.....rTw3lun wLi+liNt'(.nrM1.r ^ rw.
Signed
Building Official /Inspector
AAiC''"�i�xt•i�,- ; ASS' ��.'..' 4te'@,' fie�i$." �lYk�tkCStitU1L?: E1;J rdiu�uM4nvre� ,•w.•.,�a..,,.,w...
. CITY OF TUKWILA
Building D' ���tment
6300 South 1r Boulevard
Tukwila, WA —98188
(206) 433 -3670
INSPECTIONh RECORD
PERMIT #
Date 5-0911 — 90
Type, of Inspection 1∎)0 11 n Date Wanted 'j- Q' ''-9cj p.m.
Site Address I 4. 55 PC. v 5 Project PO W.2-‘,` 1OrYl' ---
'equestor iilli'`2. Phone # C1141- (124S
ecial Instructions
Inspection Results /Comments:
/(0
Inspector
Date
1t:kSP5wi7f +.4ERCt't:ci�aaavK . «.� , - --
CITY OF TUKWILA
Building Oiv'ision
6200 Southcenter Boulevard
Tukwila, Washington 98188 4_
(206) 433 -1849
Type of Inspection
Site Address
Requestor
Special Instructions
�K Co a fu /zrIS
INSPECTION RECORD
PERMIT # Ly,the
Date
/ yZZy --:ss dve So.
Date Wanted L,S` .74; --9 2 (0, p.m
Project /2`°40,e Ar---ig,p,Q
Phone #
Inspection Results /Comments: 4- G .f_,,_
Inspector
Date /6 — %0
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433-1849
. . .
Type of Inspection 0•-t. 1 on
Site Address iLtQ 4 55 N\J
Requestor rly1\1442___.
Special Instructions
INSPECTION RECORD
PERMIT # SQ6),-15
Date
6- 1 \-9O
Date Wanted 5- 1 1-1-Cf0
Project PoWkIA
Phone # GM-1- (121.11
Inspection Results/Comments:
/
./
Inspector
Date
OM1112A42y*}'t:l{i�Y Kt3:'t�Ltxiat lvio ornwa,,,Aw om
CITY Of TUKWILA
Building Divi §ion •
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Type of Inspectioni� -aSc
Site Address 142-2- 4 -
..........,,. .,.......- .,„..m.,.�.w�,:,.r•.. acv. rutvvwr.+. a, v,.,,, rxuw. r, a. .rr+rrv¢r_*av^rairsscrw:�:�e�,
INSPECTION RECORD
PERMIT # 5
Date 5•-7--70
Requestor M i ica
Date Wanted 5 - i a.m.
Project PvLjtJet..t_ f-ton,L
Phone # C' y7 �4 s"/
Special Instructions
Inspection Results /Comments: TENS-LA-L-‘4.-71•W (f S)H l •S difL-/,
•
Inspector
Date sP a
r
Permit No. 55'15 Date
CITY OF TUKWILA
Building Division
6200 Southcenter Blvd.
Tukwila, WA 98188
433.1845
,s.ne,tAtayr
Job Address }- 12.%yg
CORRECTION NOTICE
The following items are found to be in violation of Ordinance and shall be corrected.
G 4. ? •t, t 7 �7:.C•'.. ` ?.J.1. ' p[ �� • i h ?.t
Signed
Building Official /Inspector
tw e@ioft.. `ti giftr,av'!.k-1' r,g/ iti. xr+g aet.rN...„ .,W.
CITY OF TUKWILA
Building D1vfslon
6200 Tukwila,tWashingtonul98188
(206) 433 -1849
Type of Inspection
Site Address ;411 `'— SSA' (0 ,
Requestor
Special Instructions
•
INSPECTION RECORD
PERMIT # Y `T
Date
Project
Phone #
Inspection Results /Comments:
,)*?;�e
E �ci r .r43 /2 / �s p
6,,
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Type of Inspection
Site Address Ss' - . _ i 1
Requestor 0)11/te
INSPECTION RECORD
PERMIT # Oj
Date el0
Date Want
Project
a.m.
Phone #
1i
Special Instructions
Inspection Results /Comments: ��v� -���,- cat, -c A/i
Inspector
Date 9 2- 7-F /r)
•16sN47 nOi/bVg4t.M3''X14tKt 4viStg &e4i +atutmv,, uosavrn=mnv,e,,w
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Type of Inspection )L14'7L/Q//cr7i'7 Noi(
Site Address /y .' T5-fti A/9 5:
Requestor chuck
INSPECTION! RECORD
PERMIT # 5-n6
Date /c •-•a7
Date Wanted /v-,25'...-y? a.m..
Project Liquvfi awl-5 . 771
Phone # Fgl(- 76,
Special Instructions
Inspection Results /Comments:
/OIiAp Ins ector p
Date '"��
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Type of Inspection
Site Address
Requestor
INSPECTION RECORD
# -415"
PERMIT
Date
V'oob n*�s kv 5
'ni115�.
1 D , X10
IcI` 10:o
Date Wanted IQ -Q a.m p.m.
Project ' ckijk$ 4 RQ47-1
Phone # %DLI -(cowl
Special Instructions
Inspection Results /Comments:
��T S
Inspector
Date
1
JOBt
Jomej- And®rron dzrin
a13�1, DING DESIGN SERVICES;
TIIE DAYTON FOUR IIUIIDING / 330 DAYTON STI2EE1, SUI1E 6
EDMONDS, WASHINGTON 90020 / (206) 776.6766
BUILOIN0 ENVELOPE MEAT LOSS IBIJUQET
CALCULATION FORM
POWELL 1•IOMI? IBUILi)IU(8
c,54 (Tv-I -9
Flow tIumri iincn 1909
W.S.E.C. 06 Table 4 -2 values ions 1
ASSEMBLY
NAZI.
CE ILINO /ROOF •
F Loon
SLAB PERIMETER"
U VALUE AREA (5q. rt.)
F VALUE
1 "T�
l3rsge—/ 5
s Wt<L11,
;83-459
U x A
LENOtII
BUDGET TOTAL
rROrosEB DESIGN Based on plans dated:
ASSEMBLY P GO cJ�Le U VALUE ? f L.
AREA II Sq. FT.)
UxA
Prepared By
Heating Source:.
cLIGC,I��
rnorOSEO TOTAL
RECEIVED
CITY OF TUKWILA
OCT 2 3 1989
PERMIT CENTER
Proposed Glazing: L lJ,) ALARA,.
class: •7S
\)lPJ17D' ept.,tel
, tpi
175.5"
11-7, 5I
W 11)t26% . I ') t7
1 SCA,
11. S'
1 8
?All a - )Cie)t)S
1 0
St
rJ^I. 4-
h14.Yl..14.7 •
i loo
32.
I 9. Z
j
S
v
/60.1— '
, a Z.
137
57.15
44. ,A7
'4--ct%1(2--
, o 6S--
_Li
66I
wow
1o83
51
' 4.7 4-
I
w
10415
( 4 '
1 273
4
WAl.A.
1094
12420
?-4.(49
1
(A.)44-4..
.108
7 ci.e.5
(oi 1
Pe. 13g'f4 Fux l4
15q
11
el; .Co5
1 4' p
1.,5
3'�
17. t Z_
f VALUE
LENOTII (fT.l • 1
F x L
SLAB PEUU4EtEn"
4 0
Sn
W
.� 1
Prepared By
Heating Source:.
cLIGC,I��
rnorOSEO TOTAL
RECEIVED
CITY OF TUKWILA
OCT 2 3 1989
PERMIT CENTER
Proposed Glazing: L lJ,) ALARA,.
class: •7S
0
11
U
G
t •
N
1•
O
.-1
N •
.-•1 11
-1 .-1 1I 0 Inside Air Film ""3> ;Col
• ._
. _ jam'' w6
c0 • .-•1
VD
o L:
Q to
3 N N
,..--1
•• In •
.-1 ..1 I1
'D • U
•00 II O
' 0 • t
C4 • UN
. ,4
•. II O
N t'^^ t.) ....................
UN • W
ILL. i—i E al c J Outside All' FIIm"' "'• "4 bliz6lasc Oiltelde Alr Film 4_«,-40 r 1
.4.4 .. TOTAL :2.1a0 , TOTAL 51.11.-
. N ••I 4,
a 3 A Framing .. 4, % .
U a Insulated'fraction•4 Framed traction , Gj�f. , p(,
°Vg' Insulated R velue • Framed N value +
:'mil Zsr
Uavg. ▪ .0,2. , bo..4„ .Pcs:'..
r. Prepare
• d by: .. .... •• Date •
eased!bn plans dated: ""
Sketch Building Section hem
ENVELOPE COMPONENT U VALUE
'
CALCULATION FORK • .
Job:.
Assemb,ly•: (6) p� /G�Ij,•
`l/ `'r-
1-4(1-11-1)
BETWEEN FRAMING
Element '
R Value
AT FRAMING
Element
R Value
Inside Alr Film
--
I4t.S
muudbJ
II
u.
4
oft
0
N •
r-1 II
N • U
- II 0
• • •
••••• tkO
CO ..-
0 0
• ,
4 in
N N
- r•1 II
43 • LI
• � 1 1 0
0 es
IX • U N
or4
ft 11 0
N U
ON • \
• tn.-4 Cle
P-1
X al
E 113 311
‘1.• r•1 1.4
1.4 IA.
•
▪ CX 31 jet
Sketc h SectIon hem
ENVELOPE COMPONENT U VALUE
CALCULATION PORN
b
Assemb,ly:
1
e0Iegt 44‘12 -W•
6151 ritr
•
, •
UETWEEN FRAMING
*Element R Value
Inslche Alr Film 11;
••••••••••■•••••••••••••••••••• ■••••••• •••••••••101:41.
averommut
wommilmIMMIr
ft.w ■•■••••■••••••■••■••■•■•■••• 4ie.imaw•o•M•
• • .
••••••••■•w.•••••w e••■••■••■•••■■■•••• mi.m.60••■•••
•■••••••••••• •••••••■•• •••••••• mow, • ono moo ••••••■••••••••
...............m.•••■••■••••••••••••••••••••••■•■•••••••••••••
•••••••••••■•••••••■••
!MID
Aisoligignies
Outside AI! 'MI.. -410
TOTAL 4:12112'
6.
Framing
• Insulated fraction.; Framed.tractlaW
avg.
•
. avg.
Insulated R iilue framid N 06• .
I ull's" I
Preppfed by: ............. _
Based on plans dated:,
.%.6 6,
AT FRAMING
e .
nki
R. iF4I(&")
Apt, 111.41
I 1 ement R Value
InsIde AIr FiIm "?..saziza
•
•••••■••••■••••••••••• .o.••••••••••••••■•
• 114.114/1.0MISIMIONniftwwww. 6•■•.•••••
■■■■4..
10041•■•••••••••■■‘1••••■•••••■••••
NMI••■••••••••••••••••■•••■••■■•••■•■•••••••••■ ■■■4:: 60
■•••■■■■■••■■reA040■10wm+.•■■■••■•6
01•••■•■••••••••••■•••■•••••••••••••••••••■•••••• ••••■••••••••■■
•••111.1.•■••••••■• oramons•■•:•• • sprom•••■••■•
•••■•••••■•••••••••••••••••■ •••••
w4■...1.18.1;
TOTAL 10.4.1•S.
Oate
, • •
• 14 •••■•• .11; .14•••••■••••••■••••
)2).0, • 4i;tio,c-
•
ol,s4
•••
•
W .68/.17
. 11
u
0
X
•a•
N
0
r.4 •
• 0
11 0
• p
urn
• -4
0
C
N N
r4
w Vl •
rl -4 11
0o • 0
• CO 11 0
0 •e
IX • UN
w H 0
N t C.!
•
• LT.-1 LL'
>
J d .-1 41
4- •-1 /4
4.1 Of
4 3 It
•
Skstch 8y11dlnp Section it
•
talictoim 11AI;UE
�i►�;caf�tT loth Fops J lib
Assembly: C1_J64.. 4,..
G�
aktrizzf I Gt-z FwoN1 4N(
101^ a
... -'>!
BETWEEN FRAMING
Element R Yilu■
Insidi Alr F11r
r2 f
•
M
OutsIdi• Air f 11 0— 4 �s •
TOTAL
Framing • % •
▪ Insulatted.•1r ct•lon. Frilid••Irnctlon
Insulated R value framed N value
one
uavg. • •
AT-FRAMIN6
E l es+ent
Inside Alr film
311'
R Value
.. • a'• (ob
.4.7
OMB Mbill•
IMP
•
•
Outside Alr -FIla �-i•, '
TOTAL :oL
Prlpare'd by:.... _•.............., ...... Dade ................:
eased ''an plans d"a1 adi �•
• ' •
twiaidit 664441i4T 4 VALUE
0444LAilom ri7444
j66:.
SkitchBuildiho Sipaticin Wei
. . .)-11.114wdrop
ITV ON Gpkwi.)
24 "Oc =.06
• r-f
(' •
0-1 II
N •
•-I II 0
• •
". LI U)
03
U)1
• IC
44'
N
1.4
•
- II
• Li • •
• CO II 0
•
CC • LI 04
▪ 11 0
(SI L)
ON • W
• 0h-lc
•:E r-1 61:1
•-I
X al
E 3
Z
'11 •0
0-4 •
•ri fl
Ato.
-0(4 1:1,r?
is
' e mat (taw)
.17
14/,4-•
Aet
‘fkir> •
Il
—14161—ikai..e06' •
; 4
BETWEEN FRAMING
Etymon+ ' R Vie.
Inside Air Film . . 4 .
-1/7)!"6Wr) ----"- immetta
• ' ........4
127.:.114,44411____...,.... IL.
a.. Mb 4000
• g
GC 3
%O.
. . .
Outside Air
TOTAL
0.0.1.08
Frimmtni .
u, '
• .A4A4iateCtractAan.4
avg.,
Insulated R Wilde
framed. tiadtIon
61;44 k aildi
AT. FRAMING
Element
-as— 414'115
Oa. 0I••■
R V.U.
• 6/??
ammumegs
•
alm.110.1.0 0•011
4•00...0.0.
Otitslie-nlr film.. --: "ssia.
•
TOtAL:
• u.
e.g.
Prepared by: Date
Oased 'an
• )
d
W .68/.17
• .--4
N •
•-•4 II
' 0
II 0
• g
0
0
IA
N N
hp.4
ift UN
0
• • 0
00 II 0
0 • I
CC • C.I N
•
•• II 0
N
ON • •0
• DI •-.4 ce
—4 cIC •--I •40
•-.1
X no _j
E MI Ir.
z
••4 •
4.p.4 14
14 r-4
•ri fli
CC X it
tkeich BillIdIng Section her*,
•
j ;40. • •14D1,1 OA" • , too,'
ENVELOPt.COMPONENT VALUE
BITi1LE11-FRAM1NO
Eloment • •
InsIdAIrFIIm. •
• op.*. e
••••••••11•11.1•1111
AM. •••••••••••••••■•■■• ••••• eammamommone
•••••••• •••••••■•••■••••••■•••••••••■••■••••••=e•gmoiemasimarins ••■■•••••■••■••••■•
•
amolow0■11O.011■■■■.■■ Moarose..•••■■•
......................=••■••■••••■•••••••••••••••••••0 •••■••••••■11
■•••••••■•••••• ore. sumo..
Outsld. Alr
TOTAL
1,
Framing %
• insulated fraetion-4 FrapadAiaatlan
R vIvs fowled N value
•
avg.
• v. low • a •01 • 4'
1
Prepared by:• •
1.
Jobr
ivi4AP
d 44:gib ..40,
AT-iffnu4i6
Eismant.
4,e3!.
el .1.0
,11•••••••••••■•••••••••■••••
eawig5 •
.. • .
•■••■•••••■
■■■■■.■.011M
tm.swermimpammomO.m.rmmumom.m.e
morwomprmwm mimmwm■rwm
mallar~■•••■• • ■•••■■■■••••• mamma
Inn?
•
•••••••■•AP
aware •■•••■•■
. • ....
WIN•10
•■■••■•011,■•••••
Outfit's •
1111■111.111•11,0111•11100 0.0
•
TOTAL
. 04; ..:..
. iz.44
�ate .....
•
gioria6.0.%
•
• •
W .68/.17
•
u
0
H
0
Element •' R V! I lie
.-1 II
•
11 0
. Z
u'O
Sketch giIIdinv Sectlgp heel
EMVEiPrE COpPONEMT 11 VALVE
FORK .
Assembly:
.•�, _•'�,t • •
4I� F ,i
, z • rim 171 t .
fik !op
HETWEtH.FRAMINO
• -1
0
t w
N N
ui •
.-1 II
OO • U
• W N 0
0 •L
CC • u N
• r•1
•• 11 0
N t u
ON •VOA
• 01•-4 O:
1111! Q
•-1 .1l
IL r-1
X RI
E r4 X • •
..-1 • •
Q 3 bR
Insld• AIr FIIM_4 _��'��% • ___
.1k kk lll
I y* F .mom
_ •...111.6.. ∎.
..........Y...�.. �. -1111
Outside AIr tilt.... _
• . 1111 ,- ..f -.._�
TOTAL
....onso..
Framing I'' %
Insulated fraction Framed traction
-7!" insulated A val9O Frei*. N .Opine
avg■ 17
AT FRAMING
Element
R Value
Inside Alr FIIm ''? • '•!08
-:rsw� ....
Jr? -- WPM221
.,.4
.O
Outside A Irr Film � �_M' -i► ummosup
TOTAL G 37
wee•!1'+i•gt
Prepared by: Date
eased on plans dated:„
.e ' ,I5v
-1 , 1111
•j
Igo
OEMRTMENT W CONSTRUCTION
AND IAND WE
SEATTLE ENERGY CODE
DESIGN HEATING LOAD AND
EQUIPMENT SIZING
,CALCULATION FORM
March 1988
;,.6..Instructlons: See reverse.
•
•
Project Address:
Date Of this submittal:
Project Number:
Permit Number:
�, BUILDING
COMPONENT
in ow,
`Skylight,
Sliding
..Glass Door
11.'•
8. 'Opaque
Boor
C,. Roof/
Ceiling
.:,;i ; Insulation
1.. al
- Insulation
,'' (above and
` below •
yradei
DESCRIPTION INCLUDING
U -VALUE OR F -VALUE
Sin e = .20
Double untested (U =0.90 )
AAMA- tested (U =0.75 )
AAMA- tested (U =0.60 )
AAMA- tested (U =0.50 )
AAMA- tested (U=0.401-
Other (U= 1
Wood ZU =0.47
W /storm door (U =0.32 )
Insulated metal (U =0.20 )
Other (U= )
None (U =0.40 J
HEAT LOSS COMPONENT,''
FACTOR SQUARE FT(SF)
(HLF = U LINEAR FT(LF)
x 46° At) CUBIC Ft (CF)
55.2 x
41.4
34.5
27.6
23.0
18.4
/SF x
21.6
14.7
9.2
18.4
2.5
1.6
1.2
0.9
R -19
R -30
R -38
R -49
(U= 0.055)
(U =0.035)
(U =0.026)
(U =0.020)
R
(U= )
None U =0.25
R- 11,metal stud (U =0.14 )
R-11 wood studs. (U =0.08 )
R- 19,metal stud (U =0.11 )
R- 191wood studs (U =0.053)
R- 271wood studs (U =0.037)
R-
E, Floor Over ' None
Unheated R -11
. Space R -19
.1 Insulation R -30 (U =0.035)
(U=
(U =0.25
(U =0.08 )
(U =0.055)
Slab On
Grade
Floor
Perimeter
Insulation
R- (U= )
None (F =0.81 •)
R -5 (F =0.61 )
R -8 (F =0.56 )
R -10 (F =0.54 J
(F= )
(F= 0.032)
(F= )
Pre 1980 (.018x1.2 ACH)
Post 1980 (.018x0.6 ACH)
R-
G. Basement
' Floor
H. Infiltra-
tion
None
41.4/SF x SF =
34.5/SF x G SF =
27.6/SF x SF =
23.0/SF x SF =
18.4/SF x SF _
SF =
21.6/SF x
Cjp SF a
/SF x SF =
18.4/SF x SF._
2.5/SF x SF =
NSF ,x
SF =
/SF a; SF =
/SF x SF =
11.5 /SF x Z' .1 - SF =
6.4 /SF x SF =
3.7 /SF x (per
SF •
5.1 /SF x SF =
2.4 /SF x SF _
1.7 /SF x _ SF =
/SF x SF =
11.5/SF
3.7 /SF x 9' SF =
2.5 /SF x SF =
1.6 /SF x SF =
/SF x SF =
37.3/LF x LF =
28.1 /LF x LF R
25.8/LF x LF =
24.8/LF x LF =
/LF x __.___ -. LF =
1 :5 /SF x SF =
/SF x SF =
1.0 /CF x CF =
0.5CF x Ci° =�
COMPONENT
HEAT LOSS
(
"� Btuh
Btuh
I. xo Btuh
Btuh
Btuh
Btuh
1 C) Btuh
Btuh
Btuh
Btuh
Btuh
`-' Btuh
Btuh
Btuh
Btuh
Btuh
car Btuh
Btuh
b8tuh
Btuh
Btuh
Btuh
Btuh
Btuh
Egml Btuh
Btuh
Btuh
Btuh
Btuh
Btuh
'=- Btuh
Btuh
Btuh
Btuh
Btuh
Btuh
Btuh
TOTAL= Design Heating Load (DHL) in Btuh = • S ')' Bt.uh
If electric, divide by 3.413 for DHL in watts ■ Watts
Divide (DHL) by ( Heated floor area)• 1-7141.13t0 or Watts /square foot
Space Heating Equipment Sizing Limits
Minimum required equipment size = DHL x 1.0 =
Maximum allowed equipment' size = DHL x 1.5 =
Proposed equipment size (Output) _
(For as -and oil -fired equipment exceeding 150% of DHL, .see reverse)
5j5PjC (U Btuh or watts
-50t0i n Btuh or watts
Btuh or watts
,• vv'
City(of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(206) 433 -1800
Gary 1. vanDusen, Mayor
Plan Check #89 -326: Powell Homes
14224 55 Av S
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT NUMBER__ $' L _.
1. No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
2. Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
including all gas piping (296- 4732).
3. Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (872- 6363).
4. All mechanical work shall be under separate permit through the
City of Tukwila.
5. All permits, inspection records, and approved plans shall
posted at the job site prior to the start of any construction.
6. Engineered truss drawings and calculations shall be on site and
available to the building inspector for inspection purposes.
Documents shall bear the seal and signature of a Washington State
Registered Professional Engineer.
7. Any exposed insulations backing material to have Flame Spread
Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
8. All wood to remain in placed concrete shall be pressure treated
for decay resistance.
9. All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washignton State Energy Code (1989
Edition).
10. Validity of Permit. The issuance or granting of this permit or
approval of plans, specifications and computations shall not be
construed to be a permit for or an approval of, any violation of
any of the provisions of this code or of any other regulation or
ordinance of this jurisdiction. No permit presuming to give
authority to violate or cancel the provisions of this code shall
be valid.
BUILDPG PERMIT
INSPECTION RECORD
(Post with Building Permit in conspicuous place)
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
SITE ADDRESS:
14224 55 Av S
BUILDING
PERMIT NO.
DATE ISSUED:
Ia- H--69
SUITE NO.:
PROJECT:
Powell Homes (Project Tk -1)
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
"X"
REQUIRED INSPECTIONS
PHONE
APPROVED
INITIALS
CORRECTION NOTICE ISSUED
X
1 Footings
433 -1849
x
2 Foundation
433 -1849
3 Slab and/or Slab Insulation
433 -1849
4 Shear Wall Nailing
433 -1849
X
5 Roof Sheathing Nailing
433 -1849
6 Masonry Chimney
433 -1849
X
7 Framing
433 -1849
X
8 Insulation
433 -1849
9 Suspended Ceiling
433 -1849
X
10 Wall Board Fastening
433 -1849
11
12
13
14 FIRE FINAL Insp:
575 -4404
15 PLANNING FINAL
433 -1849
16 PUBLIC WORKS FINAL
433 -0179
X
17 BUILDING FINAL
433 -1849
(INSPECTOR COMMENT SECTION ON REVERSE)
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are in place.
3. SLAB - If structural slab or if underslab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and lire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
OTHER AGENCIES:
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 872 -6363
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 433 -1849. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses.
PLAN CHECK
NUMBER
X1-32(0
"X"
REQUIRED INSPECTIONS
1 Footings
k2
Foundation
3 Slab and/or Slab Insulation
X5
4 Shear Wall Nailing
Roof Sheathing Nailing
6 Masonry Chimney
7 Framing
8 Insulation
x10
9 Suspended Ceiling
Wall Board Fastening
11
12
13
14 FIRE FINAL Insp:
15 PLANNING FINAL
416 PUBLIC WORKS FINAL
17 BUILDING FINAL
lxeiM 1-or A
THE FOLLOWING COMMENTS APPLY TO AHD BECOME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT NUMBER
i No changes will be made to plans unless approved by Architect and
jam/ Tukwila Building Department.
gPlumbing permit be obtained through King County Health Department
and plumbing will be inspected by that agency (including all gas
piping).
0 Electrical workSflALLbe inspected by State Electrical Inspectors and all
required electrical permits obtained through that agency.
XAll mechanical work to be under separate permit.
All permits�.y�,be posted at job site prior to start of any
construction.
When Special Inspection is required either the owner, architect or
engineer shall notify the Tukwila Building Department of appointment of
the inspection agencies prior to the first building inspection. Copies
of all special inspection reports shall be submitted to the Building
Department in a timely manner. Reports shall contain address and
permit number of the project being inspected.
OAll structural concrete to be special inspected. (Sec. 306, UBC)
OAll structural welding to be done by W.A.B.O. certified welder and
special inspected. (Sec. 306, UBC)
OAil ). high - strength bolting to be special inspected. (Sec. 306,
UBC
OAny new ceiling grid and light fixture installation to meet
lateral bracing requirements for Seismic Zone 3.
OPartition walls attached to ceiling grid must be laterally braced
if over eight (0) feet in length.
15
OReadily accessible access to roof mounted equipmentyrequired.
X Engineered truss drawings and calculations shall be on site and
available to Building nspector for insppe�c�tion purposes. ty, �gmr. Sµ
SWAM 141E 6M. �•9tbt frUtii� oG UTA '*,'re. REIMS ED
Any exposed insulation backing material to have Flame Spread
071$04%
Rating of 25 or less.
0 Subgrade preparation including drainage, excavation, compaction,
l� and fill requirements shall conform strictly with recoumendations if
given in the soils report or as directed by the soils engineer.
OStatement from roofing contractor verifying fire retardancy of
roof will be required prior to final (see attached letter).
X All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code P9N513 Edition), Uniform
Mechanical Code (19x6 Edition), Washington State Energy Code (19ef{
Edition), .. .. .
...F.a c i- l- i-Erii
OAll food preparation establishments must have King County Health
Department Sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made by
calling King County Health'Department, 296 -4787, at least three working
days prior to desired inspection date. On work requiring Health
Department approval, it is the contractor's responsibility to have a
set of plans approved by that agency on the job site.
Validity of Permit. The issuance or granting of a permit or approval of
plans, specificatiuni andcnmputatiuns shall not be construed tobc a permit for, or
an approval of, any violation of any of the provisions of this code or of any other
ordinance of thc jurisdiction. No permit presuming to give authority to violate or
cancel the provisions of this code shall be valid.
Tukwila
PUBLIC WORKS f)EI'Ak MLN1'
0 -4 630(1 Su( ill 1(.:<:I 1tui licit Ik v(_ircl
.1i Wc..isl lincJtot1 98188
(206) 433 -0179
IA 1JJ A. 6.111 1:;1. P.E. 1 /iitu; Il./r
October 25, 1989
Powell Home Builders
P.O. Box 98309
Seattle, Wa. 98198
RE: Site Plan Review for New Single Family Residence at
14224 55th Avenue South
Dear Sir:
The Public Works Department has reviewed and approves the
subject site plan for a new single family residence at 14224
55th Avenue South for the following conditions and
requirements. The Planning Director and Building Official
shall approve the following permits for issuance. Call
Becky Davis, Permit Coordinator to have the following permits
prepared for pick -up:
1. Curb -cut access sidewalk (Permit Fee = $25.00)
2. Storm Drainage Permit (Permit Fee = $25.00)
3. Water Meter Permit (3/4 ") (Regular connection charge
and installation deposit = $250.00)
This property shall also pay a special assessment fee of
S 386.13. (See attached calculation)
4. Sanitary Sites Sewer Permit (Regular connection charge
and inspection fee = $30.00)
Special connection fee for this property (Waived by past
participation in LID #5).
If you have any questions or I can be of further assistance to
you don't hesitate to call me at 433 -0179.
Sincerely,
Phil Fraser, Senior Engineer
PF /amc
Enclosures: 4
xc: Ted Freemire
Pat Brodin
Dave Grage
John Howat
Greg Villanueva
Becky Davis
Brad Williams
1.444L: 44444 571 of
�P'• 6 "la& „z k /ciana4
Se-4ms 4Aatzer4 7*.r•r
/0 • S
E
3f0
P
71,4)
G
600
a
75'z'
A
/3.5z'
s5:4Avt.s
/c...4.7.44.5,'
G474 a', urnpJ yi:.t Ru✓ 33: # i OPIPO
30 .r Si/ X 0.4 Ir-000 = ? . 93'
30 , .S / X '.aoF3JJ Z. /2.75
3• X 7 X a' • 00 JYYJ = j" / p
3s h 57 x d• oo s!! RO
A o.. • itl6 = G• /s-
AsW
P/4. = 4u ..wmear 11Dyy
P`'' Rck/ .75: (fr o„T,
sue- /4 ale-
/17,9 =
76 • 386 - /3 - . 4°A4
444.
COW/4i
Zama. ;4.104 X a..wer. eir4 k C41•444€ -A,A4r 1544/
(3 Lo ,L. 700 74. et, o 0. 75 • • X 57 Xi•7ie
L
PUBLIC WORKS
DEPT.
Mtr44 Aes01.forsd--'
T!4/G /5t. /l.•77L
(I.% l r ov�
r 1Li(i
ke1c.. PtIZEA �k� ►Tt
►.�
t
N
1
/`;le
�p
"Le Ik2., �-
v.�- G.0 1,61 1,61 1 J
■
47
t5f Z&
•
5 15_ —/7` 1.5EA.Vgi
z b,
,boil
4'
•
4
I
Fst
f-
Ir1V.Ll. %i /, tip
2e, •
11set7
40,46Ra --
I�,3iML
604
Z
1164041,s Gro,c1RA,
5
w &vt {moo We.LL td-o 4
�.c�• 8dx Q3309
tt1e-, We, 9c-
1
r'11ert.:e ,!( (4
s f EF A\
\ ALCOVED
GIV OF TUKWILA
OCT. 2 3 1989
1,00,411 CtNJEN
I •
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CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
PROJECT (Val)
ADDRESS I
14224 - 155 A.OE
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occiiPANcY minuP 1R-3 i ti4t4E:- 'PAM -0(ADIsLi-k WCA.
TYPE OF CONSTRUCTION V
LOCATION ON PROPERTY C_LK „The. 'F,k2,
RIITIflTN( HI FMATINfLaf. 71-0144E.,5 _0■K .
FLOOR AREA iissvc Coco _646t„ caii3 QAMC44
OCCUPANT LOAD Isilkst4 jZia
>‹, FXITING RFThiRFMFNTS_... t.clOci --Ptoeu.itti
. 641 CoA,VA0e.
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.c9cuiDED 'F62.0i\A eptt9ct IczcoNtS
Lac A
ORDINANCE COMPLIANCE CHECKLIST
PLAN CHECK
NUMBER
Uniform Buildin Code, 19 Edition.
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] DETAILED REQUIREMENTS:
OcCUEAN •
TITE OF CONSIRUCILOR
ENGRG. REGS. & RMTS. Covpv,kkellocyON.r.
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NOTES:
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PLAN CHECK
NUMBER
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TO:
PROM:
OATS:
SUBJECT:
City of Tukwila
6200 Southcenter Boulevard
Tukwila Washington 98188
(20S) 433 -1800
Gary 1. VanOusen, Mayor
MEMORANDUM
Pagi
vaii_2&apt,z ' a/6
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(10 /T2.MEMO)
C]
BUILDING PERMIT APPLICATION TRACKING
.PLAN CHECK
QNCUMBER
PROJECT NAME
Vow-e om
SITE ADDRESS
)Lt1 55 PA) J
SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
................... .........
SQUARE
FEET
42157
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
l:S
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEET
vryf: y:. } }:.
:v4?•n2,:
TOTAL OCCU- 1
PANCY LOAD
DEPARTMENTAL REVIEW
"X" In box Indicates which departments need to review the project.
::::.:.::•.::.: :... .}.
A .� 11��
Agnew
R'�iit��. }+
...........ern.. r.. r....:.......
BUILDING -
initial review
...... f........ n.....,..
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FIRE
_
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FIRE DEPT. LETTER DATED: direef INSPECTOR: . Z
INIT: `
_
PLANNING
—6,40)
PUBLIC
WORKS
1( —(0'61
/ / -& -
��•:ziL c -7,2 :Y -TWIT i" I to S? • Y. _'
REFERENCE FL NOS.:
//
INIT; /i UMINIMUMSETBACKS:
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1 - - - . • • • -WI -1 il Yes
PUBLIC WORKS LETTER DATED:
= (--41) a1,11(2-10.1g21-4
_.-
0 OTHER
INIT:
BUILDING -
final reviow
-- 41. .'
- OF CONSTRUCTION: UBC EDITION (year):
VN 1 8
INS, /, !
REVIEW COMPLETED
PERMIT NO. � S -
CONTACTED
C:)Vll-e
DATE READY
DATE NOTIFIED
I a- "1 -(1
BY:
(Init.) --11
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(Init.)
AMOUNT OWING
3RD NOTIFICATION
BY:
(init.)
BUILDft PERMIT
APPLICATION
CITY OF TUKWILA
Department of Community Development - Building Division
FEES (for staff use only)
VLVV VVYIIIN171IiVI IJVN►v VIPIII S.I, 1 un►►n• • •ri vv , vv
(206) 433 -1849
DESCRIPTION ;: : <
AMOUNT
IRCPT #
DATE
BUILDING PERMIT FEE
J
PLAN CHECK ,-2)_
NUMBER - _ .�
CHECK. FEE
94(p.Op
BUILDING SURCHARGE
�% .::3-1')
APPLICATION MUST BE
Fill ILO OUT COMPLETELY
ENERGY SURCHARGE
OTHER: •
• TOTAL _ 'A _
SITE ADDRESS SUITE #
6./
VALUE OF CONSTRUCTION - $
PROJECT NAME/TENANT J
'f oW • �\ � C 1 �i ✓ ) / ' ''''.7-6- T ( / . _ 1
ASSESSOR ACCOUNT #
.. .:.)1,6'571 0 _.- 6 i 7_ S _.. 01 ,
TYPE OF. J,New Building U Addition U Tenant Improvement (commercial) U Demolition (building)
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
(-Ay) j ',.'---/•.L iJ :. _.?4" J / ,.) 97,-- _ --"7:-:',. ✓1✓1 1 ._.C.r . .;' :1 ✓ {�.>
BUILDING USE (office, warehouse, etc.) /
,Si r);? /rte 74. ..ii.4.? ,,,, ., c .
NATURE OF BUSINESS: 4-,,
WILL THERE BE A CHANGE IN USE? 1 No • Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: /e) Tenant Space: Area of Construction:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? ,® No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER 7)0 ,;,J c J . /. f y2,-2rr '
PHONE82...< f,_.. Gz-7
ADDRESS 7, (.,-) . -:- _?'L �� ; ,=- :'>' ,
ZIP `- %!!`;
'CONTRACTOR ,.;.: ;_ �..r �..._. ,../.._,
PHONE
ADDRESS
ZIP
WA. ST. CONTRACTOR'S LICENSE # „ ? ,i< �'
EXP. DATE ,r-/ �.; ,
ARCHITECT ..:% %r ,,,,,„1,-,::, ;., , ' .r .5 e") '1.A r *' ,74-/,./
PHONE 7 7& -- 47 ,,,,
ADDRESS , 3 i n'. /r -7w : : ,: -1 v.A ov,.- -,; y 1ZIP C,'g 02..0
HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINEDTHIS A
UE>AND CORRECT, :AND I AM. AUTHORIZED TO APPLY POR THI
IGATION
PERMIT''
D KNC W THE.S
BUILDING OWNER SIGNATURE
OR
AUTHORIZED
AGENT
'[.� C -mil: .�'•. �(���
PRINT NAME -e~
DATE //9/..2,, /67
PHONE �� _� ``
ADDRESS
CITY /ZIP _. 6 7V /�
CONTACT PERSON
PHONE
L� 4
- ? Z.
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill
out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts
are available at the Building counter which provide more detailed information on application and plan submittal
requirements. Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or
contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent
to submit this permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations. 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 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED
JD cD,3-��
DATE APPLICATION EXPIRES
MITTAL CHECKA.IST
COMMERCIAL
,„.. . ... . . . . .‘
NEW CONRIERCIAL
Compad btINding PPrrn 40.01. Cat!60., (one for each IDucture)
EAsBeisooA000Upt Number
(2) Of
ij :••••
.tilf;edficit!" •
• :: • • •• • • • • • • • • • •• • • • • •• • • . .......
• • • • • • ......
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VIP/ME 11111.01
., .,., ... ...... ,i.'.... ..,........, .......:,..,..„....::: ',.;.;.',...:,.. . ' . ...•., ...,.:.: . :'..........",.,.;:'...:::.,'.;:..:•':',... ..... ..: : •• .. .......):',"'
.... . ........:....s...4.,............:,,....„.....k:.„........,„ „...,..........,..:,........,. . ... . , . . ... ....„.:. . . . . . ,.... .. .., . .......„..., ..,.„. ..... .,
'....; COMMERCIAL :...tpii■prr..ipapnovEmEtils...........:•.:::. .. ... ...;..:,•.::::•••• ..:•:
como,etoobuliceing. Pennita0pilcatiOnIcinefor each structure or
...•tenant):::::::::::•::::::::::::.::::: . ',....:::::::::::::••••••••':•::::::i.:::::::.:::::::::•::::::::::::::::::::::::::•::::::::::::::::::::::::•:::".:.::::::•••:••:„,::„.:::::::::::•:.::::::::::::.:::::,.:.::•:::::•."•::..• ..:
:•",,faiessor:ACcount NUMber••••••.•:•: •:•••••••:::::::::•••:•::•••"•'::•••••:'''''''''''''''••••••••:•••••:::''.."' •••••"•••':'•::::.::
.... ..:.....:.•:::,.::::.::::::.:.:.1..:.:::.....:•:.•:.::•.....:::. ...-•,.." , . •
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7:.i:9!::'.:!ITf°.''!:;?!t*!:.:.",:'...*H'....:.'n:(°7r:!!::..:!..;'s:...*: 1:',...,...:":1:......!C:i...;t:!......7!:.:47rp........:'::.'...,::.::::.::...:'..''''.1...::::....:'.::::::::.::..::::...:'..:::,'..,,,;.::.i.::::::.1...:i.'',......;:::;',.:1....::,....i..:.':-..!..71:.:::',...:,...;:,.......:,::'.:::::....;....,.......'.:::.:;:::..:1:::.;.
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.: .. . . . . . . .. . i"..:.:•:.d..:6fi-::::;.;....;:::...,.....;
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.. .: • FioCi. r:prenot:...:...Oraltia!Ocl....tOsioOt.,oPri. .. • .. labelled. . .
i t buildng .. , . .... ,.
i........,.:.:::.:•••••.Tonint space: pliens.,•patte,*(tisse:, of . each room . .. ... . .
Walls.: tobedenlollshecf..•::::...•;•.:::::........,..,,.,
E• Overall 01119118 co
'Exft doors, egress
wall
90116trp00 wall co
•
• New 'detail$ construction and Me,,,od o. ...„
142n1811°4 n linsed
:::•140TE°114: • fint aneerY. Uirliafifyy Wc/frs to :don4.:•slibmit separateutility
:::::irOplication And
•••••••
.
Sx • "•
(6)0414:of csvd
: . drawings
perniitapplicattiOn'rent:licheClitiat /et.: tie:6
NOTE:loclude dimensiOni Of Molts (height,: WidliPirnOikrigth);:alairra:::•:::::::::
and exft ways . „
etrUctural Calculations stamped by a WaehingteStateliceMred.:::.,•::::,•:
:•ngineer (rack storage V and
RESIDENTIAL
. Cross -t for floor and Washington State (2 sets)
attachmen by a to be doe!
tructural caktbaleatri:clusiredstamifpse:uctural work is Tmit
••••••■••■■•
Completed building permit application (one for each structure)
" • : • • "••••••••• :••••• ••••• : . • .• . .
i:Asieesor-Account NuMber • : •
• • :•.. • • : :•:" • : :: • ;
....Narrative .deicxibing existincuroot material being removed, and
Material being installed, • ••••••• •• ,:• •
..:NOTE:keertificatIon letter lareOUlied POT: to. finer I inspection and sign-i.
::•••• oft of tfirr:permit.:•:. : si. •
•••■•Per•
•
NEW SINGLE-FAMILY DWELLII4GIYADDITIOPIM
Fi Completed building permit application (one for each structure)
Legal description
■••••••••••••••
Assessor Account Number
Tyireeets. (2) Of working. drawings, •
.,„
• Rita nIcin
•
OPPliCritioti (one for each struCture);.:1": -:••
L Assessor Account Nuniber
• •• •• •••••• ••••• ••••• ••:: .• • .• ;; ••••
•
•
Two (2) Sets of WOriting:drairrin(iii,:Whica:include:..:-:::
• -:••: • ••
,••
••■••••••••
Competed utility permit application • : • • :
•
Esix (6) sets of site plans showing utilities •:•
•,... :
NOTE: Building site plan and utility site plan may be combined::: see
utility permit application and checklist for specific submittal requirements.
Adcitior)a1 topographical and soils information may be required if unique
site conditions.
, • •
• ' • .
Site:plan' ::
• Foundation ,:•.,
•• • Floor plan
••• •Roof plan.:::•
•Building.ekiVelions
• Building • :.;
NOTE: If any els tiNty:: Work Is to bokIdOile perthlt application
and plans must be:submitted:::
: .
Completed bulldeg. permit apPlication (one for each stnicture)
. • . .. • : . • •
Assessor Account Number... • • :
• • : • . :
1---] Narrative describing °Ailing roof, material being removed, and.
material being Installed...1:: . .
: • . ..• . . : ;
NOTE A certification letter 16.149)1(8d prior to final Inspection and sign-
off of the perrhit. : • • ,
■••••■••
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CITY OF TOKYlitA
APPROVED
raov 1 198 '
4
SEPARATEi��cf
PERMIT AND '30-kuccE
APPROVAL TZ -u:�A ,,-kc,
REQUIRED 1 E"Cli . k4 (CAE
fieCOVED
CTV Of Thaw%
OCT 2 3 1989
REMY ca
FILE COPY
1 anderatand the the Pan Check apprevals are
tubtect to avers and omissions and approval o
plans doss not maize the violation of any
adolfelca code or ordinance. Receipt of contractoes
aPPleved p a k owiedged.
fly.
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APPROVED
NOV M) 1989'
BUJ
•
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APPROVED
nov • ) 1989'
4 Vit
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nov • ) 1989'
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TAME 140. 2491A11.1/113 $041101411-
Tiviireirs.ntntastutis
ii0/004
EXI.On81011
48. X 16.
Listing Agencies
U. L. (Underwri(ers* Laboratories, Inc.) Mi19245
B.O.C.A. (Building Officials Conference of Ainerfea, Mc.)
S.B.C.C. (Southern Building Code Congress)
, I.C. B.O. (Wel-national Conference of Building Offfclats) #2.578
LA. City-Approved Number R & R NO. 23960
I. klA to alltor girder. Woolf .
2, i)Bidgiurtp joist, want/itch end 14
3. ' r i 6..:46_1_,Ksree i_i_pigiaess e;iii , 'Kemp • fAili
,
'4, . (-. than 1' a, I' **nom to eadijoistl,iace twall ' , ' 30
5. r robfloct ltdots1171114?Ahod ossi 1.11°';u11 . 1-164
6. Sob pletem joist Of bhxking. foetus* 16(3036' e.e.
7. Tep plate to thael,'esed
8. Shut to sole pkte 44, meatil or .
__'.........,........tteatualB
9. Wistsle studs, fuse mail 145:11112e deo,
••■•[....•••■..•••........,•,..........4"
10. trotthlocitop &des. face mil ' Meal le o.a.
1 1, Top plaset, Vaps aid Interseestons, face nail ii160
12. CortiliseirMluIrsalea two pieces KS* at f*" e.s.
, #940014,11,
...-,
13. 6111-7ti-X; to plate, toenail IV
„ .
14. Coullutser4 header to surd, toenail 4 . 444
•
................Aq............•
15. Ceiling loy4s, laps over partitions, Eszn nail
16. Ceiling Mats to paraltrt rafters. law nail . 3.16d
17. 12after to plate, toenail .. .
...--.............. ....
N. 1' brace tts esctustud rod plate, fiee nen . 2,k1
19• r x 8- sheathing or less to each beeing, floe nail 2-11d
20. Wider than r a 11- sheathing local, bearing, face' nail 3-1h1
21. 0 rsik-up comer studs -16d et 24" c.c.
•
22 Bulit-up girder and beams Zi'll as rit" Us:. al tap
and **um old ..vggetentl 4
2404A-cis& nude
tacit optke
ii0/004
EXI.On81011
48. X 16.
Listing Agencies
U. L. (Underwri(ers* Laboratories, Inc.) Mi19245
B.O.C.A. (Building Officials Conference of Ainerfea, Mc.)
S.B.C.C. (Southern Building Code Congress)
, I.C. B.O. (Wel-national Conference of Building Offfclats) #2.578
LA. City-Approved Number R & R NO. 23960
iCrunmor, or box nails may be traci except /rime 4:/thertvlse stated.
"Common Dr deformed shank.
3CofnMen.
dDeforMed shank.
3Nails spaced at 6 inches on center st edges, 12 inches at futermediatoaupperts (10 *be; 6!
intermediate supports for floors), except 6 Inches at all up atm van! tie 4girethet
or more. For r.aiting of plywood and particleboard sfivagurs shear was.. afssr to
Section 2513 (c). Nails for will sheathing may be common, boa na coins.
SCostosion-resistant siding or casing min; conforming to the mquitorrants aseocat 234
(fli.
Vaneneo Spaced 3 inches on watt at exterior edges sod 6 lachts Manta at lartrioodista
tap:ports.
S•orrosion-resistoot roofing nails Mill 7/11.inds-ditoneter head trid 1024neh length ler 42.
inch sheathing and llta-meh length for Z2-inch sheathing contemning to the require.
mrnts of Seetion4516 (j) 1.
OCorrosion.re;istant staples with nominal 7It6-inch crown and 14.1nch length for 02•inch
sheathing sad 1I-lob length for 25M4nch sheathing conforming to the nsquirements of
Section 2516 (j) 1.
Framing Dimensions
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arie newt
OCT 3 1989
pimacorst
N. •
CITY OF TUKWILA
APPROVED
NOV; 19:9
is if
fi 4_44
1
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.; IttreN444.ccoasuir4pia.iciamoi.ktfkmsx.4,,;
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23. r planks
2.16d al each bear,'
24. Elywerod and partkleboard0
Sobiloor, roof mill wall sheathing (to Breardng):
I/2" and less
60
19132--314 '
Odt err 044
7te-r
NI
We. ti/4" •
Contbittitifort Subflour.underlaymera (fo Brawling):
314- and less
' , 1.0.13 or Srft
ful4
7/C- r
8144
Wd".11/4"
14434u• 844
25. Panel Siding (to fratultag):
1.fr et kss
6e14
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26. Fiberboard ShrathIngei
. tle
'
No.
B4o.
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•
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iCrunmor, or box nails may be traci except /rime 4:/thertvlse stated.
"Common Dr deformed shank.
3CofnMen.
dDeforMed shank.
3Nails spaced at 6 inches on center st edges, 12 inches at futermediatoaupperts (10 *be; 6!
intermediate supports for floors), except 6 Inches at all up atm van! tie 4girethet
or more. For r.aiting of plywood and particleboard sfivagurs shear was.. afssr to
Section 2513 (c). Nails for will sheathing may be common, boa na coins.
SCostosion-resistant siding or casing min; conforming to the mquitorrants aseocat 234
(fli.
Vaneneo Spaced 3 inches on watt at exterior edges sod 6 lachts Manta at lartrioodista
tap:ports.
S•orrosion-resistoot roofing nails Mill 7/11.inds-ditoneter head trid 1024neh length ler 42.
inch sheathing and llta-meh length for Z2-inch sheathing contemning to the require.
mrnts of Seetion4516 (j) 1.
OCorrosion.re;istant staples with nominal 7It6-inch crown and 14.1nch length for 02•inch
sheathing sad 1I-lob length for 25M4nch sheathing conforming to the nsquirements of
Section 2516 (j) 1.
Framing Dimensions
.1x4 N144149_54 .-Nr26(j4, al .5
F FtN4, .
_Co it4
• __.coot.,4,,-ref
•
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1
•
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•
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, •
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576.1 law 1(:;1r-le-1
•
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04044.6 59 ek4 d694,14401.41vv,i.
.004H, g4.4176..
-ro? 4t4T.w,(1/2.' Kti.zor '4,1‘1r
HIt4t rdrecea 4,4. he ii;tv •ro
fr eveittik WOOS IFOLVv af‘ 644,e(°, , . 4
eier 67tj ' ni194
f4d14. I ai46011,N4
A
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4•94(4.,_
4 410 YiSti
4" 4100414.• •
4 0. viky
1,01' - 1
Ali if
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4 Ate/1W.
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4:_ht40_01.0.2.Eatjsio*s
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111,0111,111,111111111,11111111111111111111,11Till
4 5 6 • 7 8 9 ()
arie newt
OCT 3 1989
pimacorst
N. •
CITY OF TUKWILA
APPROVED
NOV; 19:9
is if
fi 4_44
1
".;
.; IttreN444.ccoasuir4pia.iciamoi.ktfkmsx.4,,;
'4..c.04.0tax0400.1249,004490201M6r74,67e4: - -z• fri
11 „4,4„, T bFPUAU 12
, • ^ • •
• •
■
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,.,4figielal Is
1
DESIGN LOADS
Coes Standards: U.R.C. 85 Edition, W.S.E.C. 66
LIVE LO& i�DS Root (snow) la uindrs . •Qnf Ai
Exposure 8
Seismic zone 3 '
Assumed soil bearing 6 2000 psi Earth pressure $ 35 pcf equiva-
lent fluid preseure for basement wells, and 60 pct for cantilever
retaining walls.
CONCRETE: 2000 psi ® 28 days, S sack ceaaent /a:yr2; mar. 6 gal w /suck
for all structural concrete, including foundations and
slabs on grade. Maximum size aggregate li ", Max slue') 4"
Concrete for e: ,arior walks to be ifs entrained (3O).
RE -BAR: ASTM A -615 grade 40
FRAMING LUMBER: Plates k Sills
Stases
Joist & Rafter
Post, treader &
METAL CONNECTORS: 'Simpson' or
GENERAL ENERGY
INFILTRATION CONTROL
1. Exterior joints around windows & door frames, openings btesn
walls & foundations, btwn walls &roof, & btun wall panels;
openings 9 penetrations of utility services through ills,
roof, & floors; and ether such openings in the bldg envelope,
including access panels into unheated spaces, shall be sealed,
caulked, gasksted, or weatherstripped tar limit air leakage.
2. Weatherstrip exterior doors and doors adjoining unheated spaces.
VAPOR BARRIERS
I. Provide vapor barriers at heated side of insulated assemblies.
2. Provide 4 mil polyethylene ground cover at crawl space. Lap
main. 12 ", and lap up ftg walls to adjacent exterior grade.
INSULATION
1. Insulate floors, walls, & roof pet plans.
2. Insulate duets Per W.S.E.C. table 4 -16 4 H.W. pipes per 4.17.
3. Water Heaters shall sheet ASHRAE Std 90A. -80. Elect. K.W.T. in
non - heated spaces shall be placed on incompressible surface
or floor insulated to a min of R -10.
HEATING EQUIPIENT
1. HYAC equipment shall be sized to a maxianus of 150% of design
load. Installing contractor shall provide sizing data & calcs.
2. See glazing talc for Chapter 6 prescriptive or attached Ch. 4
component perforance calc for glaring CLASS rating.
GLAZING . -
1. See glazing calculations or attached Chaspter 4 calculations.
OF/L• 93 Fci w 625
DFIL. Stud Fc R 575
as noted per plan
Beams es noted per plan
I.C.8.0. approved equivalent.
CODE Pie_ TES
GENERAL NOTES
' 1. Contractor shall verify all measures and site conditions, and
be responsible for same. Discrepancies, ambiguities, and omis-
sions shall be reported• to this office before proceeding.
2. All workmanship shall meet or exceed the accepted industry
standards, and shall meet or exceed the aainiaaaua requirements
of the.Uniform- Building Code and all applicable local codes,
which shall take precedence over notes, specifications, and
drawings.
-3. Unless a professional survey- accompanies the pions, the plot
plan math draw-. from .visual landmarks and is not to be constru-
ed.as a survey. Contractor shall take full responsibility for
maintaining regulred zoning setbacks, or shall request the
owne? to prnvtdw a arnfassinn0 szprspv to detormfop sethar14s.
4. Written dimensions take precedence over drawing scale.
5. Contractor shall secure all necessary permits and inspections.
SEPtERA1. CONSTRUCTION NOTES
SITE CONDITIONS
1. If soil conditions encountered at eresvation differ from the
soil bearing conditions outlined under 'Design loads', contact
this office before proceeding. •
2. All footings shall extend to below, frost-line and shall bear
on undistrubed, native soil.
3. Roll & moisten scabgrade before concrete placement.
4. Excavate cra'e1spaces to provide a minimum net clearance of 18"
to bottom of floor joists and 12" to bottom of beams.
CONCRETE
1. Center ill post footings. unless noted, i. & giinth la .slabs.
2. Provide net E" clear from sill a pot to fin.ish4d grade .(main).
'3. Damp . proof footing walls 6 install perforated drains as req'd
by site conditions. P*.ovide down ;poet sots - seaaleed. satiate drain-
age as required by local codes. .
4. Install tixparesxtirt jainttett.8' 'o,c, is all :•hen -rein for ed slabs.
Slepe all exterior slabs: to p ovid.propel drainage.
5. Do not baokfill until subflou. IS in place, or wails haves been
adetquately braced 'to resist lateral earth pressure, or unless
mall hes - -been. designed as a.. rietaaicting wall and is identified
aaa .so in ghee plant,
•
6. 8ackfill with clean, perviouo aaterial. Coapaat os req'd.
IiE %NFORCDISs
1. Install relnfurcing per AC/ Stenciled practice. Splice corn
arid` continuous bars aaith 30 list ducat. ens:.
2. Minitelaa bang cOvor =it exposure: Weather IP, earth' 3 ". -, other 3 /4a
elite* Mire. aaiesh et. midpoint of slaabs„
3, Eaeabed, aanchor bolts` mash 7" unligi othorM€$8 hate *..
4. Tie new footings, tG axi,stintg;m* h° a ;10. of two #6 bars at each
intersectigte., .
FIR'/LIFE SAFETY
ZGRESS
1. Each bedroom shall have a minimum of one window which meets
the follovLng req'ets: Max. sill height of 44 ", net clear
opening srea of 5.7 sq. ft., sin. clear height of 24 ",,.and
sin. clear rld'th of : o -.
FIRE DETECTION
I• Smoke detectors conforaaing to U.8.C. std 43 -e shall be in-
stalled per manufacturer's recomaaendations, located at ceiling
above stairs 't.en sleeping rooms are located on upper floor.
Detector shall be audible In sleeping areas. In structures
with base ert access to dwelling smoke detector shall be
located above basement stairs with an audible alarm in sleep-
ing area. Detectors shall be placed in corridors giving access
to sleeping rooms.
2. Smoke detectors eha11 be direct wired to building power with-
switch disconnect switch ether than ovarcurrent protection.
GAP.Ac;E SEPAR,BTICtN
1. Garage /dwelling separation shall consist of 5/0" G.W.B. type X,
firetaped,applied to all garage surfaces adjoining dwelling,
structural supports such as posts and beams shall also be wrap-
ped.
2. Air ducts penetrating separation shall be 26 GA. or have appro-
ved diapers.
3. Doors frog garage to dwelling shall be 1 -3/8" scud core (min),
tight fitting, and be self-closing.
SAFETY Giaz1NG
1. Glazing subject to human impact shall be tempered safety glass.
2. Skylight glazing shall be tempered glass (top), laminated glass
( bottoa), sin 7/32" thickness, provide min 4" curb at roof.
SfCURlTY
1. Provide security at entrance doors with min 1/2" throw dead
bolt, and observation port 59" to 66" off floor.
STAIRS & GUARDRAILS
1. Stair main width is 36 ", Max. riser ht 8 ", Min tread length 9 ",
maximum overal riser variation 3/8 ".
2. Stairways less than 44" in width may have one handrail unless
both sides are open and shall be 30" to 34" off nosings, spaced
li" min. off wall, with a 1 -1/4" to 2" smooth grasp. Provide
in 6'„6" clear headroom above stair nosings.
3. Provilde guardrails for areas 30" above grade or adjacent floors,
with a height of 36 "(nin), and intermediate: balusters or rails
spaced so that a 6" sphere cannot pass through.
4. Enclosed useable space under stairs shall have 5/8" GWB type X
firetaped an walls and soffit. Firebiock top & bottom 4 string-
ers arid t concealcd.openings at side walls along stairs.
5. No warn air furnace shall be installed under a stairway.
ELECTRICAL
1. Contractor shall determine adequacy of existing or proposed
electrical service, & provide req'd circuits per N.E.C.
2. Electrician shall provide G.F.I.C. outlets 8 baths & exterior.
GENERAte COHSTRUCTION NOTES cont.
LUMBER
1. Framing lumber: K0 to 19% moisture content, graded per
Std. grading rules W.C.L.I.8., or bt.W.P.A. as applicable.
2. Grade & specie per framing plan 8 'Design Loads'
3. Sill plates, deck substructures, posts & beams exposed to
weather, and any wood in contact with concrete shall be
pressure treated.
4. Cold ens 4 posts shall be framed to tzue end bearings with
adequate anchors at top & bottom to assure against uplift
and displacement. •
3. Provide minimum joist bearing of ii" on mood, 3" on concrete.
6. Solid block midpoint of all studs over 8 ft., below perpen-
dicular bearing partitions, and above girders supporting joists.
7. Wood entering masonry o_ concrete shall have IN net airspace
0 top, sides, & end. .
8. Firestop & draftstop to cut off all concealed openings.
9. Glu -lase beans shall bear ,1.I.T.C. inspection stamp and shall
be 'Architectural Appearance' grade where exposed to view.
CONNECTORS
1. All metal connectors shall be 'Simpson' or an apprcred equiv.
2. Frame nailing shall comply with U.8.C. table 25 -Q. All nails
shall be common wire nails.
3. Use cut washers at bolted connections, connectors exposed to
weather shall be galvanized or have an approved coating.
TRUSSES
1. Pre - fabricated trusses shall be designed by a Washington State
licensed structural engineer and in accordance with the.rege'ts
shown oh the plans. Contractor shall verify exact spans prior
tq truss fabrication.
2. Non - bearing partitions beloaea trusses shall be held down with
Simpson STC fasteners.
3. Trusses shall be installed in accordance with the manufacturers
specifications.
'LYWOOD
1. All plywood for structural uses shall. conform & bear grading
stamp of the American Plywood Association.
2. Subfloor: Unless notes #,shell be 3/4" T1aG C -DX with as,psnei
indea of 32116. Glue and nail aubflaor to joists. tailing per
table 23 -Q. Subfloor faith underlayment per table k5 -T -1.
3. Rocf Sheathing: Unless etoted, shall be 1/2" C -DX with a panel
index of 24/0 rain. USe C-CX min. at exposed eaves.
41SCELLANEOUS
1. Provide earn. 18 "x14" crawl space access & atain.-di"z30* attic
acetate* (aacith clear heedrooae e8. 32 °) 'then appli le.
2. Verify size 6 location of .ail epentatgs in floor, wall, & roof
with mechanical, plusabfn , and eleCt*ice'. %mask. Pre- fabricated
items tote handled and metalled "TCSIVIFIWAROPtion.
APPROVED
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OCT 23 1989
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