HomeMy WebLinkAboutPermit D97-0370 - SCHROETER RESIDENCE - GARAGECity of Tukwila
Parcel No: 336590 -0640
Address: 14471 58 AV S
Suite No:
Location:
Category: NGAR
Type: DEVPERM
Zoning: LDR
Contractor License No:
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N
Permit Center Authorized Signature:
DEVELOPMENT PERMIT
Signature:__
Print Name:
Streams:
Date:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
(206) 4313670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Permit No: D97 -0370
Status: APPROVED
Issued:
Expires:
Const Type: V -N Occupancy: PRIVATE GARAGE
Gas /Elec.: UBC: 1994
Units: 001 Fire Protection: N/A
Setbacks: North: .0 South: .0 East: .0 West: .0
OCCUPANT SCHROETER RICHARD
1447.1 58 AV S, TUKWI LA . WA '98468.
OWNER SCHROETER 'RICHARD Phone': 206 242 -6621
P0 BOX :813, SEAHURST WA'. 98062
CONTACT RICHARD SCHROETER • Pho,ne: 206242 -6621
PO BOX 813, SEAHURST. WA 98062
k************ ******************************************** * * * * *' * *.. * * * *' * ** * * * * *** * ** * **
Permit Description:
CONSTRUCTION OF A NEW 524 SF GARAGE. .
k************:******.**************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * **
Construction Valuation: $ 9,819.76
PUBLIC WORKS PERMITS: *(Water Meter .Permits Listed Separate) Eng.. Appr:
Curb Cut /Access /Sidewalk /CSS: -N
Fire.Loop Hydrant: N` . No: Size(in)': .00
Flood Control Zone: ' N
Hauling :' N Start Time :. End,Time:
:Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary 'Side Sewer: N No:
Sewer. Main Extension: N Private:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N .. Public: N
****************************************************** * * * * * * * * * * * * * *•k * * * * * * * * * * * * * **
TOTAL DEVELOPMENT'PERMIT FEES: $ 272.21
k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * ** * * * * * * **
Date: _ 1 — Ii6"15
,Public:
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance •f r I am authorized to sign for and obtai this
development p
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.
t �
C ITY Cl F Tftt�Wlt_A
Addr :ens' 1'4471 :: AV ` P ermit No D97-0
5u•ite `
1.44ii 5totus APPVE
ROD
Typ DEVPERM, a Appl i'ed 1 •
Ora el 4 .336590 0:640 'Issued
A+• k k k * * 'k k * *, tF 'k * **le** k: * k ;A k k k -* k * * •k * 'k k lc* lt k Jr * k 14'k 'k * Jr k k k 1- 1 le .k * lr k k •k k **.k -k k lir'k ' r.h 'k k •k A •A
t ermst :Cond;itions: ,,
1 No' changes ":wi i l` be made to the plan un i esc approved b;y the
A rchitect or En ginee r and 'the- T�tl�w la Building Division
2 E•l ect)..: - ,J, cal`, permits s hal l `ob.tai;r�ed.r':tlirough the.:Washi
State iv,is ion :of Labor .an'd= Indust es and all el "ect
wo rk w l l ' be ins by that agency C24B 66"303
3, All per mits � ,,spe'ction; r and. appro plans as h "all • .be
av ailable at�� job sit prior to the start Ctf ariy c+ n
structIon ' T,ti'ese `�xia :are to be maintained and 4aya i
a ble u "nti,,l tin lil�`spectio " 'a�ppr ova f 15 , g r anted
4 All constr,uc.t�i `toy be -done r conf w ith approved ,79.
pl a ids' requ i r temettts of t hey U i t ot Build g Code ( 19
Edi tic�n)i as a mended'; Uhl fo Mlechanical Code :'(1994,f_di.ti
and :W,ash,i"n' °gton 5ta`te Energy Code t1994 Edi -tion) '
5 Validity o F Th'e issuance of a permit. orb- appro'val of .
p l . a► �, s} ec,itica h and camiau tations shal'i: not be con ■
st`r:se' to y :be'a``pe'ro i it f o'rti an approval of ", art violation t �'y
of } any ot. the .pr.ovi,sion3 of ;: the bus l-ditt code or ' any „ r, v
oth'er.f or div e o --the :jut isiiiction 'i. N - permit 07.esuming 'tro
;i j e as a uthor it�r''to v or,° c an.c.elk F th e pt ovisi0p's of :this
code } s h a 1 1N b e 'Val z l W .: ?,� 't' ' ”
NO„ t tie Ci ty of� "ila Buil d ing :Division prior to
p l�a '1ntg, arty° i.on et'e Th''i s '''pi ocedure i s "s n add i t i ort' to any
r� cit.t`i�tem er}ts far h '1" "i�nspec:t`ion ,''
All w000tid,,t"o 'rema in in placed concr ete� hall be treated
Tempay.,ar.y,ero•si "on `o .,cont.rol mea su es stlal i;, ;be j : .nrpi emented, a
th •f. t st s.oriier ,f b usi n ess`" "to p sed m e nt atio n '''" -
site c4.;r) irito existing storm d•rai;nage faci l,it"i. ,'
The si`t'e,,she11 hav`e`,pernianent etrosion, contr oijmeasur.es in
p as afterr °f,ina1 gr°a"dirtg;- has been
k
camp ieted� ;and prior to =` Final' Inspection,' ,--
• Vnl:, .. � y
1 . 77'
Project Name/Tenant: N .eW gatra
Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence
❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure PI Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
C t Sig, of Const
Site Address: 5 City S ate /Zip:
I 1 - t I� � `[ Zk.a � �a.
Tax�arcel Number:
2 3 - O(o /
Property Own Cr _ a y r (S _ roe fc_
c1
Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s)
Phone: n n L / ` _ J
l J
Street Address: p
ea h ljrS it State2
o %SOX 6 � 2 '��1d�0�OZ ip:
Fax #:
Contractor: A+ MIL
Phone:
Street Address:
City State /Zip:
Fax #:
Architect: Sa�.�
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer: c�
Phone:
Street Address:
City State/Zip:
Fax #:
Contact Person: erz; C f_ I ('C (AtrIa e (_
Phone: 246_ zo 662 /
Street Addres spO,�X 8 (3 4O , rS� W Q
City S p:
Fax 243 - %79
Description of work to be done:
et5K: 4 u et' tLetA) 2— Ccw- a a tr'CL. r.
Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence
❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure PI Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: 7 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
4 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s)
52 4 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Z(oo /6
. 5 — D 0
"For an Accessory dwelling, provide the following:
Lot area Floor area f 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.
Single- Family Residential Permit Application
r
CITY OF TUr'VILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
• STAFF USE ONLY
Projeet Nurn
'Permit Number:
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the. Public. Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
Cl Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
El 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.
Datetpf ac pled: el
Dal • all p‘ 1 9
PLEASE SIGN BACK OF APPLICATION FORM
SFPERMIT.DOC 2/13/97
BUILDING
TI�Q
AGE T
►.
Signature
y '
�t
� � i
Data:
��
Print name:
rr __,iar
Jc � - e
e �/
Phone: Z ��z/`
Fax #:
�,�,
3- 9679
a/41 ,,� �
Address:
p 0
,Q (3
City/State/Zip: ea /
o
ALL SINGLE- FAMILY RESIDENT PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING:
DRAWINGS PREPARED B! ft REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE
REQUIRED vim E BUILDING OFFICIAL
lit '*
➢ ' � `ALIAIRA VINOS $HA BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Copy of recorded Legal Description from King County
❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department
0 . .42 ) 433 -0179 for servicing district.
❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
❑ ❑ King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ ❑ Site Plan (see example Form H - 16)
1. Existing fire hydrant location(s).
2. Proposed access road.
3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over
150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale.
5. Building setback from property lines. Any proposed or existing easements must be shown on plan.
6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width),
show proposed and existing power, water and sewer lines, existing storm drainage system,
downspouts and foundation drains, and where drains tie -in.
7. Parking plan.
8. Lowest building elevation (if in Flood Control Zone).
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level.
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers.
11. Identify location and size of significant trees that are located in sensitive areas and buffers or the
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code).
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the
high water mark.
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form
H -9).
❑ ❑ Foundation plan and details
❑ ❑ Floor plan
❑ ❑ Roof plan
❑ ❑ Building elevations (all views)
❑ ❑ Building height
❑ ❑ Building cross - section
❑ ❑ Structural framing plans and details necessary to completely describe construction
❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6.
❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the permit
is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of
Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY T ' LA I OF 7 T OF WASHINGTON, AND t AM AUTHORIZED TO APPLY FOR THIS PERMIT.
SFPERMI7'.DOC 2/13/97
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CITY 0F' l UKW3:1.4- .::WA: TRANSpi1T" .
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l'RAiNISM A T NJumber: 7 702 :Ama (in h. 1 66 75.01/2'0098 ;09:23.
ayme"nt Method: GHhCK: Not ' • Inits• 9LH
ei ^mit i.,i4 o: D99;7 0370 r ypc . f. DEVPLitM •DE N7
P arrc,el . •i�lo: 336'530.0
S'ite: . Adddr:e.t"s: "14471: 58.,-; AV
213 . ,� 1 .
Total Dees. 2 2
Pa.yment,, 1.66../.5 Total ALL” Pmt "s .272.21
Ual•aiic'ew •.00' .
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:Account Coda' 'Descript'.i.oii Amount
000./3.45- : PLAN •CFIECK - MONREa • :- 105..46
'00.0°322.100 13 UILDING._.RES 162.'25"
:000:f.345.8" PLAN, • CHECK - RES 10 .46
.000/386 ST1.1I1O" aLtLDIN0" SUR CHARGE :4.50 •
7857 01/20 " 9717 TOTAL 166.75
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, T R A 14, p Oft: ; , N u' m b e r : R97006134 ' Ant : • • • , • 105,..4(1.11/2b/97 11:;54 .,, ',, ', ., ‘
- CHECK; Notation:: R SCHROE1ER • • ' ; In i t r.. KJP
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•••', Per.tai t Nc ,D9770370 Type : DEVPERM. DEVELOPMENT F'f.:RMTT•
Parcel No 3 •
Site s2Address :• 14471.58 'AV 8
••• • fatal Fees: . 272.21
This' Payment 105..46- Total ALL Pintss:. • 105.46
•. CialanCr.3.: • •
141 *ii.A4**A.4.A.A.104 kik**4-14,14—A****41,144.A4k*kleti—ktir
Accoupt ' 'Description Amount'
000/345,;,830 ; PLAN: CHECK - N0NP.E8 105.46
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INSPECTION NO.
CITY- OF TUKWILA BUILDING DIVISION
'6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project: -- i `j , / , �, Type of in '•n
Address: Date calla
Special instructions: Date wanted: q /6 a.m.
p
.m
Requester:
Phone No.: ,, rr jj 0 ..��
.Approved per applicable codes:. -
MMENTS:
Inspector
INSPECTION RECORD i \ r-,
Retain a copy with permit : } ` 1
Corrections required prior to approval.
Date:
Date:
— 7-0370
PERMIT NO.
(206) 431 -3670
Receipt No.:
$42.x0° REINSPECTIOyFEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule.
INSPECTION RECORD __ ..... __ ..°
Retain a copy with permit . 5 d.. 7 0
PERMIT NO.
INSPECTION`NO.
CITY" OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project: 5—c8.41.76 ?. Type of inspection: 41
Address: UU . � S . Date called:
Special instructions: Date wanted /,,
Requester:
Phone No.:
COMMENTS:
Inspector:
Date: 2 . (0 , ,
Approved per applicable codes. I I Corrections required prior to approval.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No.:
Date:
�! -.,.�
(206) 431 -3670
COMMENTS:
Type of inspe 9 . _ _ r
JI,LLg
I
/171C( 4, j ij2 S rcc.S l v 1 r14,r1.. / I dt
Dr called:
..16)0.17r- _ nos 2 co Gina as
1 41- w --
2')
S (-:7' 1L Ax-r '7;- -5 G n.1 (--fitA) r S IP e`
5(&.4 4 -,... i v ri-, I.4 416 /(..M. i 4_01167J 7S,
( OA-
', .
3 1
F-- hi (51, z ch-L is p Swm.fivo)
T' I s.l i .0-A /1' r ►uSP -tom.
'(/
ei i Dt j 1lltnSS S'Pzc -S.
Project: eitftee .4 c -tom ,/
Type of inspe 9 . _ _ r
JI,LLg
�►
Address:
Dr called:
Special. instructions:
Date wanted: QQ
-�8''1
a.m.
p.m.
Requester: c fr_ _ . 11
Phone No.:0)10 ^ (�{ Z ,G ^ Q 6 l 67
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206 431
[1 Approved per applicable codes. [1 Corrections required prior to approval.
Inspector:/
Dat / r?
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
.• - :. •
INSPECTION NO. -
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
INSPECTION RECORD
Retain a copy with permit
Date:
PERMIT NO.
(206) 431 -3670
Project - Type ot, insp cti
Address: Date called: f C
►�IiI� I 5 ?3 A U 5 - �
Special instructions: Date wanted: a.m
- L 1 - `18 p.m.
Requester: -\--
cU j j A`� 1�:.5.�.�: 1( . Phone No.:
rL) a�'��o,
pproved per applicable codes. ( 1 Corrections required prior to approval.
Inspector: a: I Date: W . ii / 5y1
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection,
Receipt No.:
I INSPECTION . RECORD
Retain a copy with permit
INSPECTION NO PERMIT NO
CITY OF. TUKWILA BUILDING DIVISION
6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206) 431 -3670
Type of ins ectp ion:
Special instructions:
Corrections required prior to approval.
COMMENTS:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
ACTIVITY NUMBER D97 -0370 DATE 11/26/97
PROJECT NAME SCHROETER, RICHARD (NEW GARAGE)
DEPARTMENT:
ING DIVISION fl
L IC W(P 1
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 12/2/97
COMPLETE
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED El
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
I
I
APPROVALS OR CORRECTIONS: (ten days)
APPROVED ri APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Q
REVIEWERS INITIAL
thn* Coia4 Co
P LAN REVIEW /ROUTING SLIP
i
CORRECTION DETERMINATION:
REVIEWERS INITIAL
C:ROUTE -F
FIRE PREVENTION
STR� J�
IVR
wrtwVA!n V wM M,+sATRtitNgT W CCwf!t
NOT COMPLETE El NOT APPLICABLE 0
DATE
DATE
DATE
p 1 . AS /CtC6
G DIVISION
IT COO' 'INAT
DUE DATE 12/16/97
DUE DATE
APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0
(Ceniftarion of occupancy required.
9
isz
ACTIVITY NUMBER D97 -0370
PROJECT NAME
COMMENTS •
REVIEWERS INITIAL
.iLm L"pit£A∎nli d4CY 1.60.ginStMIN't6 'RiXtcl(C3.4
PLAN REVIEW / ROUTING SLIP
SCHROETER, RICHARD (NEW GARAGE)
DEPARTMENT:
BUILDING DIVISION 11 FIRE PREVENTION ❑
PUBLIC WORKS ❑ STRUCTURAL ❑
4
DETERMINATION OF COMPLETENESS: (T,Th)
NOT COMPLETE ❑ • NOT APPLICABLE ❑
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUtRE1
ROUTED BY STAFF ❑ (If rout e staff, make copy to master file & enter Siee ra.)
DATE \ Z�
DATE 11/26/97
PLANNING DIVISION
a
PERMIT COORDINATOR ❑
DUEDATE 12/2/97
I
I
APPROVALS OR CORRECTIONS: (ten days)
DUE DATE 12/16/97.
APPROVED ❑ APPROVED W/ CONDITIONS' NOT APPROVED (attach comments) ❑❑
* REVIEWERS INITIAL
CORRECTION DETERMINATION:
C:ROUTE -F
DATE
■ /
DUE DATE
APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL DATE
(Certification of occupancy required. )
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PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0370
PROJECT NAME SCHROETER, RICHARD (NEW GARAGE)
DEPARTMENT:
BUILDING DIVISION L_! FIRE PREVENTION •
PUBLIC WORKS STRUCTURAL El
J
DUEDATE 12/2/97
COMPLETE n NOT COMPLETE NOT APPLICABLE
COMMENTS •
DETERMINATION OF COMPLETENESS: (T,Th)
TUES /TBURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED,Er
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
I
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE
DATE 11/26/97
PLANNING DIVISION 0
PERMIT COORDINATOR Q
DUE DATE 12/16/97.
APPROVED 11 APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) 0
I
DUE DATE
APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0
(Cerdticadon of occupancy required.
' ACTIVITY NUMBER D97 -0370
PROJECT NAME SCHROETER, RICHARD (NEW GARAGE)
DEPARTMENT:
BUILDING DIVISION ❑� FIRE PREVENTION ❑ PLANNING DIVISION •
PUBLIC WORKS
4
DETERMINATION OF COMPLETENESS: (T,Th)
NOT COMPLETE
COMPLETE
COMMENTS ° '►
te c 4 etc Alt ki'Le - uic - 5. ,.suck LC. Uer" 12u. (0 ? �-. �.uc 4 I ;'..1 c
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF [1 (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
I
APPROVALS OR CORRECTIONS: (ten days)
APPROVED
1
REVIEWERS INITIAL '' " DATE tiviqb.
CORRECTION DETERMINATION:
APPROVED •
REVIEWERS INITIAL DATE
C:ROUTE -F
PLAN REVIEW / ROUTING SLIP
Itp! kz F °ik t ,tNRa-VMA., PM .M17141 *,
El
.. r
DATE fr I `l
DATE 11/26/97
STRUCTURAL ❑ PERMIT COORDINATOR ❑
DUE DATE 12/2/97
NOT APPLICABLE ❑
DUE DATE 12/16/97
APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑❑
DUE DATE
APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑❑
(Cerdticadon of occupancy required. )
ACTIVITY NUMBER D97 -0370
DETERIVIINATION OF COMPLETENESS: (T,Th)
COMPLETE n NOT COMPLETE L___I
COMMENTS
TUES /TIJURS ROUTING: PLEASE ROUTE
PLAN REVIEW / RO UTIN'G SLIP
PROJECT NAME SCHROETER, RICHARD (NEW GARAGE)
DEPARTMENT:
BUILDING DIVISION FIRE PREVENTION E PLANNING DMSION 0
PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR
1
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL A)— C 2I DATE It \ n 2 417
67
REVIEWERS INITIAL
C:ROUTE -F
CORRECTION DETERMINATION:
NOT APPLICABLE p
REVIEWERS INITIAL DATE
DATE 11/26/97
DUE DATE 12/2/97
NO FURTHER REVIEW REQUIRED L___l
t
DATE J2/ Z2/ ??
DUE DATE 12/16/97•
APPROVALS OR CORRECTIONS: (ten days)
APPROVED 0 APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) 0
DUE DATE
APPROVED • Ell APPROVED W/ CONDITIONS f NOT APPROVED (attach comments) Q
(Certification of occupancy required. )
1
lad
t0 GENERAL
!HESE STRUCTURAL NOTES SUPPLEMENT T= EC!=iC= :T'Ch,S
"I.
SCREPANC` FOUND AMONG TAE DRA„1'NG5. 5PEC'FiCL-' 0N5 T-1ESE NO - ES,
.1ND T.H_ SITE CONDITIONS SHALL BE REPORTED TO T OWNER. WNC
• CORRECT SUCH DISCREPANCY 'N WRITING. 4N"' WORK DONE B" THE
C N'RACTOR AFTER DISCOVERY C= SUCH DISCREPANC`" SHALL BE DONE 4' L
CONTRACTORS RISK THE CONTRACTOR SHALL VERIF" AND COORDINATE - --E -
DIMENSIONS AMONG ALL DRAWNGS PR!CR - PROCEEDING 4N" w04K OR
=4BR'C :'ION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACNG AND
SLIORING D,JRING CONSTRUCTcN
1.1 CODES
4__. -.. 5, ...,CRKMAAS.- - CA =OR" -
R_ IRE^ EN ;LV- 7 HE - 'UKo._... ANC' UN•= C NG CODE
,:_ASAING AC� 38 S.0 _ E0 AN0 SE.
1.2 DESIGN CRITERIA
A. LIVE LOADS
RCO= . 5. \C
CR RES
_.-OR DECKS
era
6C ° S=
Notes
B. LATERAL LOADS:
\CREASE \ S'RE95E5 =0R _ - \D -_ sm _ _ __
'ERA_ - ORE =- 4RE TRANS,' _ P -R-.: - ON - __ _ _ _ .,
LOAL:S. ARE - -E, - RANZHEERRE- NC3s
-- C - RES P /E PRES =,.RE OF - - - - - - - -
_ \ : - • c \ 0= AR - - CvER',:RN \G S RES 5 - E0 B - -E CE --
_04., Or T - SIR CTURE.
\D- EXPOSURE B - ,.; NC SREEC SC ER
: S"'.0 ZONE 3 ER USC
22=030 :00 _-2.T5 4L =6.OE
, .'DEAD _..AC C STRUC.:RE'
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING CON'. 5PREAZ
F00TING5 2000 PSF. ALLOW 33 -173% 'NCREASE =OR -
RC"' WIND CR
SEISMIC ORIGIN- EQUIVALENT. FLUID ACTIVE PRESSURE AND RASEJIVE
PRESSURE ARE 35 PCF AND 300 PCF, !RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN T S4-ICL ON DRAWINGS OR 'C
UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL 5E BAC< .` =D
WITH LEAN CONCRETE ('"c = 2000 PSI), OR BE STR,CTURALLT F'LLEC PER
SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UINT!L A =TER T'-E REMO VAL 0= A =ORS
SCREEDS, OTHER WOOD DEBRIS ANC A TERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED =OR BACK ILL - N AREAS
UNDER SLABS OR FOOTINGS. MATERIAL SHOULD BE GRANULAR N NN,URE.
PLACED IN 6 -INCH LIFTS AND COMPACTED T LEAST 95% OF MAXI""u"' CR`"
DENSITY AS DETERMINED B" 4.45HT0 COMPACTION TEST PROCEDURE 7-1E0.
Ti-!E FILL SHOULD BE LIMITED TO CLEAN, GRA!N.:'L.:R MATERIAL.
3.0 CONCRETE 5 SACKS O: CONCRETE PER CUB, YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING- REQUIREMENTS FOR
'ULTIMATE STRENGTH TYPE CONCRE ", °ER AC! 30 "SPECIFICATIONS =0R
STRUCTURAL CONCRETE FOR BUILDING." PROPORT'O \ING CF .INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY 1`IETNOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN AC! 301. PLACE CONCRETE PER AC! -304 AND CONFORM TC
ACI- 604(306) WINTER CONCRETING AND ACI - 6.05(305) FOR HO?: 'WEATHER
CONCRETING. CONCRETE SHALL BE LACED TO 4VO!22 SEGREGATION
HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS
1000 RPM MINIMUM FREQUENCY. DO NOT OVER - VIBRATE CONCRETE SHALL
BE POURED MONOLITHICALLY BETWEEN : CONSTRUCTION OR CONTROL .:^TINTS.
PROTECT ALL FRESHLY PACED CONCRETE FROM PREMATURE DR"1NG AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER .POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON TAE DRAI:,ING-5
ALL TIE5. AND ANCHORS SHALL BE CUT OFF FLuS LJITH TAE SURFACE.
SURFACES WHERE EXPOSED SHAD_ 5E SMOOTH AND PIREE FRO"
IRREGULARITIES.
3.2 STRENGTH
TWENTY -EIGHT DAY COMPRESSIVE STRENGTHS SHALL SE:
SLABS ON GRADE 2000 PS, MAX SLUMP 3" �UNSUPERVISEDi
FOOTING d WALLS: 2000 PSI. MAX SLUMP 4" UNSUPERVISED
TL ESE SLUMPS MAY BE INCREASED IF 4 PROPER _DDI O POZZCLIT-
iS ADDED TO ALLOW 11 TIER SUMP AND GREATER
CHANGING THE WATER CONTENT OF THE ORIGINAL "' X DESIGN.
PROPORTION MIX ACCORDING TO UBC 1904-
3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301
4. CEMENT MUST CONFORM TO ASTM 150 TYPE i OR TYPE I ENGINEER'S
APPROVAL 15 REQUIRED =OR USE OF TYPE 1'; CEMENT
B. WATER TO BE CLEAN AND POTASLE-
C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33.
3.4 MATERIALS
: J WATER REDUCING-. ADMIXTURES MUST CONFORM 70 4 TM -CA94 POZZCL!T-
344N, PO ZOL TH 100XR OR POZOL`T 2 HC C Z T- 5-ALL 5-ALL BE
INCORPORATED INTC ALL CONCRETE N EXACT ACCORDANCE uJITH THE
MANUFACTURER'S INSTRUCTIONS 5"NERGIZEC PERFOR.1 SYSTEMS'
CONCRETE USING POZZOI I t-+ ADMIXTURES TO (CCU ELVJA5LE
CONCRETE TAT SE USED W! THE ENGINEER'S APPROVAL. ADMIXTURES
AND DOSAGES WILL VARY DEFENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 5"
',:SE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
B. AIR :ENTRAINMENT: CONFORM TOASTM -C260 AND 45T^"1 -C454. M15-4E -
BT MASTER BUILDER ENTRAIN 5 9 - IS AIR BY ✓CLUME IN ALL
EXPOSED CONCRETE.
C. OTHER. ADMIXTURE: NC OTHER ADMIXTURES PER �ITTED UNLESS PRIOR
APPROVAL IS GIVEN BY THE ENGINEER
DflO .. 3 7q
3.5 REINFORCING STEEL
'AI F4BRICE AND .PLACE PER ;, AN <:G._3 "5. S� °CRT
REIN= CR L -
CEMENT WITL. APPRO' ✓EC C�- 14_RS SPACE45,
- STEEL REINFORCEMENT SHAW_ BE NEW DEFORMED .. .. -
-INC ...
I ' G 6E FOR 'S ::NC L4RGE,
B -RS Ex„EF AS 'NO GRADE 40 FOR'4 SALLER EAR -
CR4w1NGS SHAD BE MARKED ACCCRD'INGL 4N'C S'JB
ENGINEER FOR REVEL..; PRICK TC F4BR :C4TCH GR -DE REB' -RS
SAL__ NOT BE BENT IN = -. 4FTFR
• RENFCRCEMENT 4LL AALLS. SLABS ANC = .^T BE
CCIVE N„CuS ARCUN CORNERS CR .,CRIER EARS PRC ..- EC 50T-
.P-P N- HORIZON - AL
PS- A ENSCV SPLICES ARE -CCORZ VG T 31e - SS
VC MPRE.S'O\ SPLICES ARE 30 Z' -M_ E_RS JNLESS VC - EL
ER, -ISEJ
D TR, RENFORC NG, ARG:NC OPENNGS SHALL BE -
-\C SGT Er' ENC'\G , -L` ONC 0°LN!NG .. _ _DRIVER
...E_D \G: - -CIO LIE- DING- n= R-54R IS NOT °ER^'.T ',LESS 04__ED
R-:\ i C \ - _ -ERE RE:NFOR E\ IS NOT S O: , ON
C EA_:NC- DING CODE REQU REMEN S =CR RE N=ORCED
CC\CSETE A. C. 3 a-a, S RE =ERRED 7 0 =0R PROPER
"GTR. -RO/ CE CONCRETE OTC.. C\ =OR REINFORCEMENT 4.5
CONCRETE' 4GL NS E F -R'...
EXPOSED TO ELRT.-
: 7 0 - ES N COLUM55 ANC - E REB.AR IN ILL_..
-0R 5455 IN 5_555 CN GROUND
N ERIC =ACE O= WALLS
,..__DEC WIRE FABRIC: AS -C'18S AND LS7' -582
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
=RAYING -UMBER 5.-ALL SE STUD' GRADE DOUG-FIR =OR STUDS -=ND
STANDARD OR SET FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW
ALL L UMBER SHALL SE KILN DRIED (KV. CR SURFS, DRIED •S EACH
!PIECE. ,. O= .-UMBER SHALL BE4R THE S -AMP OF T:-E )JEST COAST UMBER
INSFECMON SUREAu SHOWING GRADE MARL OR APPROVED EQUAL. OTHER
MATERIALS 55 S'-OwN BELOW
A 3.K STU:US - S -'C GRADE DOUG -FIR
"x .;01ST ✓CUD
x A a t 6 - COL - `: DOUGLAS FIR
LEADERS - D-OuGLAS ER
A HEADERS - 1. 2 DOUGLAS ='.R
EXFCSE✓ - "A - ER CR ^" ERLL IN CONTACT JIT- CONCRETE 5-ALL BE
PRESSURE TR_ATEC
4.3 CARPENTRY HARDWARE
SO_ - S S -- S. 4-30-
s WAS -ER5 5 S __ SE mALLEABLE IRON 45HER5(_ 5)
C. \''!_S S -A__ 55 COMmON LIERICLN OR ....SAC V '^ -NuF' CURES ONLY
• _AG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION
E ANC -ORS AND CONNECTORS SHALL BE S:MFSON TECC, SO:/TAN OR CT:+ER
CSC L °PRCVEC.
PRCTEG'ION .HARDWARE EXPOSED TO WE4T -ER CR TO vIEW' CR N
UNHEATED PORTION D< BUILDING: SHALL SE GALVSNIZEC
4:4 MINIMUM NAILING - PER 1994 UBC TABLE #23 =I -0
4.5 PLYWOOD
E =C- SHEET SHL__ BEAR TRADEMARK OF T -E AMERICAN P uiOCC
- SSCCIATICN- ALL GRADING 3HALL CONFER TO °S 1 . USE T- 1 IG<NESS LNG.
N4 LING 45 SHOWN ON T -E DRAWINGS. ALL P_YWCCC SHALL BE
EXPOSURE .1 EXCEPT 45 OTHERWISE SHOWN OR
NOTED PROVIDE THE FOLLOWING MINIMUM NAIL - NG, °4NE EDGES 8d
CN CENTER , IN EKED ATE SUPPORT 8d AT 2" ON CENTER ON ROOF AND
W ^ ND :0a 4 1 0 ON CENTER CN FLOORS
4.6 GLUE - LAMINATED TIMBER
A
STRUCTURAL GLUE-LAMINATED TIMBER ATERIA NU URE AND
• L! CONTROL SHAW • BE \ CONFORMANCE PRGD'UG
>NDARD P.S.56
"STRUCTURAL GL-JED LAMINATED TIMBER'', AND ALL
MEMBERS SHALL BE MARKED WITH A QUALITY MARK "ERE( SL_
SHALL BE DOUGLAS =IR COAST REGION_ CAMBERS 4RE AS 51-1 USN ON THE
DRAWINGS_ ALL MEMBER SHALL SE EITHER COMBINATION / :
SPAN' OR 22F V8 : CLNT __V EKED CRCONTINUOUS SPAN: ApPL CA
A EMBERS SA -TALL BE INDUSTRIAL ' ° E4RCSCE AND SHALL SE GLUED .L
1 _RPROC 1P
ER ADHESIVE ER S. 5E. ARCHES 5 BE CC"^B.NH O\
[4. '✓8 AND HAVE EXTERIOR GLUE ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
JERI, 7.),EN5,0N5 .-NC COND,MCN5 PRIOR 7 0 PrIROCEECING . PRC✓:-.E
ER-_- ION BRACING 4.5 NECESSAR UN ML iL P- R"^ANE\ SUPPORT ANC S - NESS
ARE INSTALLED. REFER TO ARC'-I _ T„RA_ PLANS -CS ' 4I4 - L OPENING,
ARCHITECTURAL 'TREATMENT AND DIMENSIONS \C' REFER 70
mECHANICAL =ANC ELECTRICAL °LANS 'FOR SIZE AND ILOCAT ON ALL
_'HINGES FOR DUCTS PIPES, CONDUITS ETC NOT SHOWN.
6.0 TABLET OF AREAS
5-4RAG-= 525 SQUARE FEET
24,0
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GARAGE 2:0
• 'Prsyrdf p(o-r 6lec(c.�
Dow.^spaJ�S
DR VE L A,
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89 °46 26
106.55
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Desohpto _ -
5EL GARDEN -RAC-3: ACCCRCYNC3 - -E _- --H SCr RECORDED IN
/CLC S PLATS PAGE 24 RECORDS C < G: CCuN ..--SL NGTCN
- E" N. =OR NGRE55, E 4 AN
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E GARDEN ACCORD N3. T ERE,
RECCR✓_C I.N VOLUME. Ci- L -5 PAGE 24 RECORDS OF KING COUNT- ,. ',u4S- !NGTCN
#14471
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= :"3 - RES E\CE
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DR' VEWLY
BY
Date,
Permit No.
CO \GREY-
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n
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation any
ce.
coda or ordinance. acknowledged.
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GENERAL NOTES
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DESIGN ' 525
DRAWN 5401
' DATE .11/24/97
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CONCRETE 5LLE OVER 4" CLEAN
SAN, OVER 8 MIL VAROR BARRIER
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PROJECT NO. 97049
DESIGN RJM
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ISSUE 79 05 : 11/24/97
, ,TEST REV.