HomeMy WebLinkAboutPermit D06-102 - Stepping Stone Ventures #17 - Mobile HomeSTEPPING STONE VENTURES
14005 42 AV S, UNIT 17
EXPIRED 12 - 02 - 06
D06 -102
•
•
•
Tukwila
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite` No:
Tenant:
Name: STEPPING STONE VENTURES
Address: 14005 42 AV S, UNIT 17, TUKWILA WA
Owner:
Name: ANDERSON CARL AUGUST Phone:
Address: 10212 NE 43RD, KIRKLAND WA
Contact Person:
Name: ERIN O'LEARY Phone: 206 484 -3840
Address: 20303 10 AV W, LYNNWOOD WA
Contractor:
Name: ESE CONSTRUCTION INC Phone:
Address: 7189 F & 5 GRADE RD, SEDRO WOOLEY, WA
Contractor License No: ESECOI *000RA Expiration Date:12 /01/2007
DESCRIPTION OF WORK:
INSTALL AND SET UP MOBILE HOME (616 SQ FT)
Value of Construction: $1,300.00
Type of Fire Protection: NONE
Type of Construction:
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
doc: Devperm
DEVELOPMENT PERMIT
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: P4 Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: Public:
Storm Drainage: N
Street Use: N Profit: N Non - Profit: N
Water Main Extension: N Private: Public:
Water Meter: N
** Continued Next Page **
Permit Number: D06 -102
Issue Date: 06/05/2006
Permit Expires On:
Fees Collected:
Uniform Building Code Edition:
Occupancy per UBC:
$102.25
1306 -102 Printed: 06 -05 -2006
Permit Center Authorized Signature: 1(l P� f'�1.Cf -
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Date: II/ -C) -b(o
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 provisions of any other state or local laws
regulating construction or the perf•rmance of work. I am authorized to sign and obtain this development permit.
Signature: 0 ' • / Date: i / — B L
� l
Print Name: /�l ,-) f P
This permit shall become null and void if the work is nbEe6mmenced 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.
D06 -102 Printed: 06 -05 -2006
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite No:
Tenant: STEPPING STONE VENTURES
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Conditions
City o'r Tukwila Steven M. Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
PERMIT CONDITIONS
* *continued on next page **
Steve Lancaster, Director
Permit Number: D06-102
Status: ISSUED
Applied Date: 03/27/2006
Issue Date: 06/05/2006
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval Is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: All wood to remain in placed concrete shall be treated wood.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
Inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
9: All electrical work shall be inspected and approved under a separate permit Issued by the Washington State Department
of Labor and Industries (206/248- 6630).
10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors In the construction documents and other data.
D06 -102 Printed: 06 -05 -2006
Signature:
Print Name:
doe: Conditions
City &Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ct.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions
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
regulating construction or the performance of work.
Steven M. Mullet, Mayor
Steve Lancaster, Director
of law and ordinances
other work or local laws
Date: V " 5"
006 -102 Printed: 06-05-2006
) •••••••••:V "" ws"
Permit Center mcps es
santis Le.
ida
lit,
UPS 6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
.SITE I;OC
Site Address: I 1 100 • q d ij19 Ave; S
Tenant Name:
Property Owners Name: 64.
Mailing Address:
-co_NTActratsoNri.;i.:tti _
Name: C 1.) LeAtv
Mailing Address: g 10 Ave, UN-)
E-Mail Address: 0 2-ts I g
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
Company Name:
Mailing Address:
E-Mail Address:
Ipenoits ,itsell-..-1, enit vitriol@ (74001)
Page
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
, 41 **Please Print"
King Co Assessor's % Tax No.: 192- 907-4
Suite Number Floor
New Tenant: 0 .— Yes 0 -No
c.S+ VGA ÷1,0/4._
LL) y n mara %AM iga3c9
rip
'
Day Telephone: alte 0 3e9-1 0
tani C nia
Fax Number: IA ) - 13&ag s tH_
0ENa-00Iirtn ._0R.01}.0
Company Name: Es FL enin Sew c +(WI
Mailing Address: "1 / 81 Fa 'S Grmeta- Fa-0 6exProtoo4 Ca 98 nit
aty
Contact Person: PO n 50:14 ; Day Telephone: ?lb 4 15 311 5 CP - 5 ( 815
E-Mail Address: Fax Number:740 R 54> -
Contractor Registration Number: F.Se.: Cot- COR-11- Expiration Date: Pe
"An original or notarized con of cone= Washington State Contractor License must be presented at the " of permit issuance"
Sate
Sac
Zw
Car
Day Telephone:
Fax Number
.
cay
-
Contact Person: Day Telephone:
Fax Number
BUILDING PERMIT INFORMA ON -206 =431 3670
Valuation of Project (contractor's bid price): t 1 3 00 m se Building Valuation: $ 110
scope of work (please provide detailed hifotation): J k S#4 1 1 c4 4-1• p 4, YYl nlnt 1 AI i-k`ir11RJ
Will there be new tack storage? ❑..Yes
o If "yes", see Handout No for requirements.
Provide All Building Areas In Square Footage Below
1 Floor
Y Floor
r Floor
: Dasanent
Accessory Structures
Attached Garage
Detached Garage
Attached Carport
Covered peck - "
Uncovered Deck
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of -
Occupaney per
IBC
PLANNING DIVISION:
Single- family building foot print Iaru ofthe fonrdnton oraa mucaug, plus soy auks over 11 itches and ovadwgs gnaw ohm 18 lochs)
*For an Accessory dwelling, provide the following;
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
'Provide doatrcentatian that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard Compact Handicap:
Will there be a change in tine? ❑ ❑..No If flyer, explain:
FIRE PRt7 WflONIHAZARDOUS MAflRIAIS-
D..Sprinkkts ("Automatic Fire Alarm -None ❑ - Other (specify)
Will there be storage or use of flammable, combustible or hated materials hi the building? ❑..Yes ❑..No
I "yes". attach list ojnorerlals and storage locations on a separate 8-1/2 x II paper indxeating quantities and Material Sofeg. Data Sleets.
Water District
❑ -.Tukwila
❑ -Water Availability Provided
❑...Twat Cut
❑._Total Fill
cubic yards
cubic yards
❑ _Sanitary Side Sewer
❑ _.Cap or Remove Utilities
❑_Frontage Improvements
❑ -Traffic Control
❑...Backtlow Prevention - Fire Protection -
Inigation
Domestic Water
❑._Permanent Water Meter Size-
0 - Temporary Water Meta Size _
❑ _Water Only Meta Size.._.. ••
❑ _Sewer Main Extension _ Public _
❑...Water Main Extension.__......Public
PUBLIC -WORKS PERMIT —206-43341179
Scope of Work (please provide detailed information
• Call before you Dig: 1400424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet
_ Water District $125
_.Tukwila }� � , r .VaWue ❑_Renton
�NSewu Availability Provided ❑ _ Approved
� sy stem, provide 2 espies of current septi
❑ _Seattle
❑ _.Sewer Use Certificate Septic Plans Provided
❑ _Septic System -For *mite c design approval by King County Health Department
t�aabmitted with Anolication (mark bon which mark
❑._Civil Plans (Maximum Paper Size -22' x 34°)
❑ _Technical Information Report (Storm Drainage)
El - Bond ❑..Insurance ❑ _ Easement(s)
at
_ Right - of-way Use - Nonprofit for less than 72 hours
❑ -Right-of-way Use - No Disturbance
❑ ._Construction/Excavation/Fill - Right-of-way
Non Right-of-way
❑ _ Abandon Septic Tank
❑ - Cut
❑ _ Pavement Cut
❑ _ Looped Fife line
ION
WOO
WOO
woo
Private
Private
❑ - Ifighline
❑ _ Work in Flood Zone
❑ _ Storm Drainage
❑.-Renton
❑ - Geoteedreial Report 0-Traffic Impact Analysis
❑ - Maintenmee Agrewrnt(s) ❑...Hold Harmless
❑ - Right-of-way Use - Profit for Is Iban 72 boors
❑ _ Right-of-my Use - Potential Disturbance
❑ _ Grease imaaptor
❑ _ Channelization
❑ _ Trench Excavation
❑ _ Utility Undagrounding
❑_.Deduct Water Meter Size___ -
FINANCE INFORMATION
Fire Line Sae at Property Line _
❑_Water CI—Sewer
MonthIv Service BBiina to:
Nance:
Mailing Address
Water MeterRefimdlBilfmr
Name:
Mailing Address:
Numbs of Public Fire Hydrants)
❑ - Sewage Treatment
Day Telephone
car
Seale
Dee
Day Telephone
Sate
rev
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boner/Compressor:
0-3 HP/100,000 BTU
.
Qty
Funtace<100K BTU
Air Handling Unit >10,000
CFM
MC Damper
Funtace>100K BTU
Evaporator Cooler
Diffuser
3-15 HP/500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Den
Thermostat
15-30 HP/1,000,000 BTU
Suspended/WaWFloor
Mounted Heater
Ventilation'Systan
Wood/Gas Stove
30-50 HP/1,750,000 BTU
Appliance Vent
Hood and Duct
Water Heater
50* HP/1,750,000 BTU
Repair or Addition to
Heat/Refrig/Cooling
Systan
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFM
Incinerator — Conmillnd
Other Mechanical
Equipment
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address'
try State
Contact Person: Day Telephone:
E Address: Fax Number:
Contractor Registration Number: Expiration Date
**An original or notarized copy of currant Washington State Contractor License must be presented at the time of permit issuance**
Valuation of Project (contractor's bid price): I
Scope of Work (please provide detailed information):
Use: Residential: New --.0 Replacement.....0
Commercial: New — Replacement.....0
Fuel Tvne: Electric Gas....0 'Other
Indicate type of mechanical work being installed and the quantity below:
Zip
Value of Construction — In all cases, a value of construction amount should be entered by the applicant This figure will be reviewed 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 expire by limitation.
The Building Official may extend the time for action by the applicant for a period not accenting 180 days upon vainest request by the applicant as
defined in Section 107.4 of the Uniform Balding Code (current edition). No application shall be extended more titan once.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE 'TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED 70 APPLY FOR THIS PERMIT.
BUILDING OVrOR AMMO ZED A
Signature: ' 0
I Date Application Accepted:
Ip.ratits piste chanymil gyration (7-300
tg-letal
Date Application Expires:
Page 4
Date:3 — 4 -0 4 °
PStN oeim kv Day Telephone: cn, 1 11 1 1 Nog 0
Mailing Address: ao?A I Mt.\ -Atte 1,0 Lyn n wootO WA 603Co
cmy swe Zip
Staff Initials:
RECEIPT NO: R06 -00790
Initials: JEM
User ID: 1165
Payee: STEPPING STONE VENTURES LLC
SETID: 0403
SET TRANSACTIONS:
Set Member
Amount
D06 -094 63.74
D06 -095 63.74
D06 -096 63.74
D06 -097 63.74
- 4 63.74
D06- itis 63.74
006 -104 63.74
D06 -105 63.74
D06 - 106 63.74
D06 -107 63.74
D06 -108 63.74
D06 -109 63.74
TOTAL: 764.88
TRANSACTION LIST:
Type Method Description
Payment Check 6107
ACCOUNT ITEM LIST:
Description
BUILDING - RES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
SET RECEIPT
Payment Date: 06/05/2006
Total Payment:764.88
SET NAME: STEPPING STONE
TOTAL:
Amount
764.88
764.88
Account Code Current Pmts
000/322.100 710.88
000/386.904 54.00
TOTAL: 764.88
6085 06/05 9716 TOTAL 842.88
Steven M. Mullet. Mayor
Steve Lancaster, Director
Copy Reprinted on 03 -27 -2006 at 15:41:33 03/27/2006
RECEIPT NO: R06 -00403
Initials: JEM
Payment Date: 03/27/2006
User ID: 1165 Total Payment:308.08
Payee: STEPPIN STONE VENTURES, LLC.
SET ID: S000000459 SET NAME: Temporary Set
SET TRANSACTIONS:
Set Member Amount
r
D 06 -102 ) 38.51
06 -103 38.51
006 -104 38.51
D06 -105 38.51
D06 -106 38.51
D06 -107 38.51
D06 -108 38.51
006 -109 38.51
TOTAL: 308.08
city of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
SET RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6073 308.08
TOTAL: 308.08
ACCOUNT ITEM LIST:
Description Account Code current Pmts
PLAN CHECK - RES 000/345.830 308.08
TOTAL: 308.08
3913 03/27 9716 TOTAL 308.08
Steven M. Mullet, Mayor
Steve Lancaster, Director
Minute: Man
' S&L/Pratt) 7.1 semi
Septanber21,2005
Mr. Scott Moreno
Minute Man Products, Inc.
30S West Ring Street
East Flat Rock, NC 28726
RE: State of Washington Engineer's seal
Dear Scorn
Sincerely
r'''‘e11
David A. Dahmen P.E.
828 692 0268
Pacific Consulting
Engineers
08122/06 08:68an P. 002
3LOJO409C7 r.Y..
21 SO Bell An..3aile 141 • Snnnonq CA nna)t • (916) S64-00 • Am (9A6) 564.6029
p :+ r l.,
FILE COPY
• REVIEWED FOR
CODE COMPLIANCE
e000num
MAR 31 2006
OflUkWIIe
RI ITI nTnlr fTURC4nlil
Please be advised my Washington Engineer's license has been natewed to 7117/07. I have
stamped and signed by seal on this letter. I have re- sealed the Engineered Tie Down plan and
details wit the updated WA seal and have mailed the plans to you for your use.
RECEIVED
Tt p i p p griTUKWILA
MAR 2 7 2006
PERMIT CENTEti
PQ
• _I
Minute Man
828 882 0258 09/22/06 08, SSam P. 008
NIINUTE MAN ANCHORS, INC. SDIEET
305 MST � O NC 21026
P& (8p0)CM -727!
ENGINEE88D Tffi DD1YN SYSTEM
DESIGN & GENERAL NOTES
DESIGN LOADS:
• WIND 15
• SOIL BEARING 1000pap
• TIE DOWN STRAP — 3150# WORKING LOAD
• SEISMIC ZONE 4
TE DOWN STRAPS TO BE MIN. 1114• WIDE x awls THICKNESS ZINC PLATED AND
MEET ASTM 0495321
• EARTH AUGERS 2962# MIN. (TESTED TO 4750# MK)
• • CONCR DRIVES ANCHORS 1727 4 (CALCULATED)
GENERALNOUS:
1. me CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TE DOWNS
' ON THE SIDES OF THE MANUFACTURED HOME.
2. TE DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH
TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY
OF THE TYPES SHOWN HEREIN,
3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
4. IN THE EVENT AN EARTH AUGER CANNOT OE INSTALLED DUE TOM
OBSTRUCTION, USE OF CROSS DRNE ANCHORS IS PERMITTED, PROVIDED (2)
CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE
INSTALLED
5. FOR ALL TIE DOWN INSTALLATIONS, THE MFGD HOME CHASSIS MEMBERS ARE
SHOWN AS •I" BEAMS. FOR ILLUSTRATION PURPOSES ONLY. CHASSIS BEAMS
CAN ALSO BE "C" SHAPED OR 'RFC SHAPED.
6. END TE DOWNS CAN 8E LOCATED WITHIN 24" OF EITHER SIDE or CHASSIS
BEAM AXIS AS SHOWN. - a
1 h
T. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL. SHOWN HEREIN ARE
MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLED BY MINUTE-MAN
PRODUCTS. MAY BE USED AT THE SAME SPACING 8 IDCATICN 8HOtW4.
11. ALL PARTS ARE STAMPED AMA- WITH THE APPROPRIATE PART NUMBER
. 8. THIS TIE DOWN SYSTEM CAN BE USED WIiY•L 117 WIDE MANUFACTURED HOME
SECTIONS WTI'H 100' CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
THE BOttOM OF THE CHASSIS BEAM DOES NOT EXCEED W.
10. TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE
BOLTED TO THE HITCH ATTACHMEN'i PLATE THAT IS WELDED TO THE CHASSIS BEAM:
•
7 07
FIRST CHECK FOR UNDERGROUND UTILITY LOCATION:
EZDH EARTH AUGERS
1. SEE DETAIL THIS 1300KLET FOR INSTALLATION INSTRUCTIONS.
EARTH AUGERS
1. INSTALL AUGERS INTO SOIL WTTH CONSTANT DOWNWARD PRESSURE 70 MINIM¢E SOIL DISTURBANCE
LEAVING APPROX. 17 OF SHAFT EXPOSED.
2. INSTALL STABILIZER PLATE - DRIVE FLUSH WITH GROUND SURFACE.
3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP
OF STABILIZER PLATE. IS OTHER
CROSS DRIVE ANCHORS _ _ THAN
ROCK OR MINIMUM 7'ASPHALLT INSTALL MMASD2 STABILZER PLATE. OR PLACE 12 x17k DEEP CONCRETE
CONCRETE SLAB ANCHORS
1. CONCRETE SLAB TO SE MINIMUM 312" THICK AND IN GOOD CONDITION.
2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 MEET.
' 3. DRILL PROPER SIZE HOLE W SLAB MINIMUM ID FROM ANY EDGE.
ALL APPLICATIONS
1. ATTACH STRAPS TO CHASSIS BEAM P4 MANNER SHOWN.
2. INSERT STRAP THROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN wm.SNUG.
TIE DOWN LOCATIONS
MI mats Man
DC DC DOWNS
SCE CHART
SINGLE WIDE
828 632 0258
INSTALLATION INSTRUCTIONS
CND 12 It
DOUBLE WIDE
09/22/05 08188em P. neva
AO TX Wee
LE WIDE
1314715216177.1 EARTH AUGERS I CROSS DRIVE ANCHORS CONCRETE SLAB ANCHOR
t ar: 35 °F e wrote 1-34171150.1591 Itncram � 54' 77 1 11G �Msm .tr4 2 3 4 3 4 5 6 7 Apo 4 8 7 6
NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 7 LOCATION SHOWN
SIDE TIE DOWNS AT 7-0" FROM EACH END HAVE A TOLERANCE OF ti
I -- 18 ° MIN.
"" `END TIE DOWN
NOTE: TIE DOWN STRAPSADTHE CHASSIS BEAM ENDS S (END TIE DOWNS) CAN BE ATTACHED TO A CHASSIS
SUPPORT PIA WITH A PER BOLT ON TOP. (SEE SKETCH ABOVE).
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Minute Man
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NC4836. EZDH & MMA34
EARTH AUGER TIE DOWN
t+OE It DOWN
ON IN i/ r NOtF
A7 . I IKIONL Of
KM. INSTALL i/r . m DOLT.
626 892 0268 09/22/05 06•68am P. 004
9n[. StRAI rtit K Daa,N accR
WC• BEAM CHASSIS
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CND te DOWN taonctna
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- RFC - BEAM CHASSIS
SVC AC DOWN
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COSJCCtNs
"ULM Lea
EARTH AUGER TIE DOWN
INSTALLATION INSTRUCTIONS
1. THE DRIVE MACHINE 16 STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP
(STABIUZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW
S TABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSII1D t GROUND LEVEL. THIS INSURES THAT THE E,ZANCHOR
2. FOR THE E-Z ANCHOR/STABILIZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO
DEVIATION GREATER THAN 10 DEGREES NOTE A SLIGHTLY GREATER ANGLE MAY BE USED TO START THE
ANCHOR TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR IS GROUND SET.
THE SPLIT BOLT IS INSERTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT WADE
NOTE VVTTH MACHINE INSTALLATION, A MINUTE -MAN ADAPTER DESIGNED 70 FIT BOTH THE ANCHOR HEAD
AND DRIVE MACHINE SHAFT 15 AVAILABLE. INSTALLERS DO NOT NEED ADDD ONAL OR SPECIAL EQUIPMENT
FOR E-Z ANCHOR INSTALLATION.
NOTE: AN ADDITIONAL STABILIZER PLATE 1S NOT REQUIRED WITH EZDH & GW2 EARTH AUGER TIE DOWN.
CONCRETE TIE DOWN CROSS DRIVE TIE DOWN
CRflCS DPW' W/ SiA91LI7r'R
Di ATr 1 ^ail
WOW AMD,OR
1)
W
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TLW Oi -03
Minute Men
MM4302
STABIL PLATE
STABILIZATION PLATE
WELDED TO
ROD GUIDE
& STRAP HEAD
A27EX ANCHOR MAM - 35
CROSS DMA ANCHOR CROSS ORNE ANCHOR
W/ 3/4'002' RODS W/ 23/32'1x33" RODS
U
MMA- 210JOH MMA- 210PDH
STAMMER CAP
COMPACTING
829 692 0268
NC4638 7/8 DA
38 AUGER ANCHOR
MMA SPLIT
BOLT & NUT
USE OUTSIDE HOLES FOR
3Av - .- FLANGES
!
I
MM 32 STEEL
STRAP w /BLACKEN MMA -71 STEEL
STRAP w /CORNER WE
MMA -.34
BOTTOM PUTS TOP PLATE I
MMA +18
CONCRETE
BmTIw PLATE 34
LONGRUO W, FRAME 1TE
AND CLAMP
(FOR wiN0 ZONE I)
MMA 6 3/4 OH
4430 NU 3/4
Id
TCP ME
LOCATOR
O 0 0
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USE ramE Nous FGR
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8 CIS' WI STRENGTH I
WASNLRS
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ESE Construction Inc.
7189 F&S Grade Rd.
Sedro Wooley, Wa. 98284
360-7084699
3608664346 fax
WAIMS #1937 11106
ESECOI " 000RA 12106
o �
R 1
Ron Soini ,Q C
President 8c"
M8 \a.fre.
$ ti
Any site manufactured home 12'114'116' wide to 70' long
State approved tie downs every 11' on center Manufactured Home Main Beam
Typical blocking and tie down installation to Washington state code
8x8x16 hollow concrete blocks set on 2 ea. 4x4x8 solid concrete blocks (pad)
Or state approved metal stands on pads with wood shames and wedges.
Foundation pier blocking 8' center to 12' center
Perimeter block at every door and
window larger than 48 crrvorruK ,LA
MAR 2 7 2006
PEHMrrcEvm,,
DO(0 t 021.
11 -01 -2006
ERIN O'LEARY
20303 10 AV W
LYNNWOOD WA 98036
RE: Permit No. D06 -102
14005 42 AV S TUKW
Dear Permit Holder:
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 12/02/2006, your permit will become null and
void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
rshall,
Pe Th it technician
xc:
Permit File No. D06 -102
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665
ACTIVITY NUMBER: D06 -102
DATE: 03 -27 -06
PROJECT NAME: STEPPING STONE VENTURES, UNIT 17
SITE ADDRESS: 14005 42 AV 5
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS: ,40/00
Bung Division rgi
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete d Incomplete ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete:
LETTER OF COMPLETENESS MAILED:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTI
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentsfrrouting slip.doc
2 -3802
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
U
Structural
Structural Review Required
Approved with Conditions
Fire Prevention Zi
ft1/... - D ( '
Planning Division 21
❑ Permit Coordinator
DUE DATE: 03-30-06
Not Applicable
No further Review Required
DATE:
DUE DATE: 04-27 -06
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ring ❑ PW ❑ Staff Initials:
- "Owner information. :: - ..... .' : . ;; :. ..:.'- „ . !-
. gett}/C.0T11at t.(?ersOn:
Name:
�
`e�iP;n1 r?tuAfe„ VeAtire P C
Name: c_g.t V O'L.Eit.A
Address ��'� Ave, f,.?
Address; p s )Iir Pw.t- (
Phone: `�t�P ' q 4 3 40
Phone: an to i11q c' N
Site = ddress (attach map and
ease_
This certificate is for the purposes of
❑ Residential Building Permit
❑ Preliminary Plat
❑ Commercial Industrial Building Permit 0 Rezone
Estimated number of service connections and water meter size(s):
Vehicular distance from nearest hydrant to the closest point of structure is t
Area is served by (Water utility District):
Owner • /Agent Signature
1. The proposed project is within
2. KI-11Fimprovements required.
(Use separate sheet if more mom is needed)
I hereby certify that the above information is true and correct
k.t k (0 c , lA — t _O 'S * 12C
Agency ne
}applications\ water availability (74003)
Printed: 9.1603
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Permit Center/Building Division:
206 - 3670
Public Works Department:
206- -0
Planning 433 Divisi179 on: RECEIVED
206-431 -3670 CITY OF TUKWILA
CERTIFICATE OF WATER AVAILABILITY
Required only ff outside City of Tukwila water district
ft
By
1-1m7
Date
MAR 2 7 2006
PERMITCENTEt-s
PERMIT NO.: ]lU tVh
Vr Part A • -Ttr be coMpteted by
I clescription showing hydrant location and size of main):
VQ- e 1 It/k KI4 to A. 9 jLO I
❑ Short bdivision
N' Other 04:
1..PartB T. obe_ totnptetedWWateriutilitydistrict .:
(City/County)
3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
3000
4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of
at 20 psi residual for a duration of 2 hours at a velocity of - 4 fps as documented by the attached calculations.
5. Water availability:
11 ilocceptable service can be provided to this project
• Acceptable service cannot be provided to this project unless the improvements in hem 8 -2 are met.
o System is not capable of providing service to this project
gPm
j.- zo 04
Date
Yr VoQtr .e °
/ — to- 0
License Information
License
ESECOI.000RA
Licensee Name
ESE CONSTRUCTION INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602034081
Ind. Ins. Account Id
#2
Business Type
CORPORATION
Address 1
7189 F &S GRADE RD
Address 2
City
SEDRO WOOLLEY
County
SKAGIT
State
WA
Zip
98284
Phone
56,000.00
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
12/1/2000
Expiration Date
12/1/2007
Suspend Date
Separation Date
Parent Company
Previous License
ESECO••011 RA
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
CBIC
SC6302
12/01/2001
Until
Cancelled
512,000.00
11/30/2001
#1
CBIC
SC6302
12/01/2000
12/01/2001
56,000.00
11/20/2000
Business Owner Information
Name
Role
Effective Date
Expiration Date
SOINIE, RONALD E
01/01/1980
SOINIE, ROLENE K
01/01 /1980
Look Up a Contractor, Electrir'm or Plumber License Detail - Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ESECOI.000RA 06/05/2006
" AB -BUILT "
A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. 15, T.W.P. 23 N., R., 4 E., W.M., IN KING COUNTY, WASHINGTON
Penmr
REQUIRED Fft. CAa EcW"p
'l
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`PIU=Mblr
O Gas Piping
d�CWll»
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rh EDGE O• PAVEHCNT
y \Z� EDGE O' PAVEMENT —
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10'
IEDGE OF PAVEMENT
1 EDGE Or PAVEMENT i
'in y -12T5 , -11 :14 c ) IU w ?J 12.'IS- i`.I'% If.
'� � ry ,ro 1115 'ILTS•�It:1a , .t ✓ ry \�(J ��� yq} I
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( \ I--
(V
R 141
No a tanwes m to Ohs ame
of vuork withlotrt ffor approval of
Tulewila eulWft spa.
\
` (. III, I(, IIIIII�IVIIII�I '�IIIIII+IIIII(I�II
16 W . titsw�+/1A�y
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Plan MvleWN approval Is subject to anv and 16NBBR
A I of consb udion documWft dm not aul
the Mlolatlon of any aaoepted code or lordkwwe, P
Of Ilproved d Copy Is admowk
bi By
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1'
1
*1 FEET)
BASIS OF BEMING
N07T33'07' V,S SHOWN .OIERC'ECORD OP SUR EY AS RE-
CORDED IN VOLUME 97, PAGE 155, FORDS OF KING
COUNTY, WASHINGTON.
INSTRUMENT USED
A FIELD TRAVERSE USING A SMKIA 3100 TOTAL STATION
INSTRUMENT WAS USED TO ESTABLISH THE RELATIONSHIP
BETWEEN THE CONTROLLING NONUMENTATIDN AS SHOWN.
LINEAR AND ANGULAR CLOSURE 13F TRAVERSE MEETS THE
STANDARDS OF VAC 332 - 130 - 090.
LEGEND
FOUND MONUMENT AS NOTED
® CALCULATED MOMENT RECORD OF SURVEY AS
RECORDED IN VOL. 16, PC. 39. MONUMENT DESTROYED
DURING NEW CONSTRUCTION OF INTERNATIONAL BLVD.
(PACIFIC HWY. SOUTH)
O SET No. 5 REEAR AND I.D. CAP
REFERENCES
I. TITLE REPORT ORDER ND. 1145210 PREPARED BY CHICAGO TITLE
INSURANCE COMPANY.
2. THE FOLLOWING RECORD OF SURVEYS VOL. 97 PG. 155 t 156,
VOL. 16. PG, 29, VO.. ,,, PG. 200, UNRECORDED SURVEY BY
EARTHTECH DATED MARCH 1999 AND PLAT OF JAMES CLARK'S GARDEN
ADDIitON TO TIE CITY O' SEATTLE. VtL. l3 if PLATS, P4 72, AND
THE PLAT ON ROBBINS VIEW TRACT -DD., VEIL. 17, PG. 90.
3. ADDITIONAL RIGHT DF WAY An HUVn to .. —-
4.
FROM SURVEY BY W. HINE
LRQAL DIROCRIPTION
THAT O SEATTLE ACCORDING PTO ICE lll` JT'TTHER�, •RECO'ROREED THE CITY DF PLATS,
PAGE(S) 12, IN KING COUNTY, WASHINGTON. LYING EAST O• THE fASTCRIY IARGIN OF
STATE RDA& No. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED
TINDER RECORDING NIIBER 20112331
EXCEPT THAT PORTION THEREOF CONDEMNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099401
TOGETHER WITH THE NORTH 322.7 FEET OF THE VEST 520 FEET O• THE EAST 540 FEET
OF THE SOUTHEAST OUARTER OF THE SOUTHWEST QUARTER O' SECTION 15, TOWNSHIP 23
NORTH, RANGE , EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON
EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE DF WASHINGTON FOR STATE
ROAD No' I (PACIFIC HIGHWAY SOUTH) BY DEED RECORDED UNDER RECORDING NUMBER
2D,01 „1 AND
EXCEPT THAT PORTION THEREOF CONDEMNED FOt COUNTY RIGHT O• WAY (42ND AVENUE
SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6110901
TOGETHER WITH THAT PORTION OF VACATED 40TH AVENUE SOUTH (CONNECTION STREET)
LYING EASTERLY OF STATE ROAD N6. 1 (PACIFIC MIDWAY SOUTHO AND ADJOINING ALL
THE HEREIN ABOVE DESCRIBED PARCEL Or LAND.
EXCEPT THOSE PORTIONS CONVEYED' TO THE CITY O' TUKVILLA BY DEEDS RECORDED UNDER
RECORDING NUMBERS 20020416003155:AND 20020116003156.
CD
(LEGAL DESCRIPTION FROM CHICAGO .TITLE INSURANCE ORDER No. 1143210)
RECEIVED
CITY 0FTUKWILA
MAR 2 7 2.005
PERMIT CENTEh
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MAR 31 2GG6
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m iTa K- r,•ers� �! ; °� ^a � i�T�'il�l
RECEIVED
CITY OFTUKWILA
MAR 27 2006
PERMIT CENTER
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