HomeMy WebLinkAboutPermit D07-003 - SOUTHGATE MOBILE HOME PARK - UNIT 4STEPPING STONE VENTURES
UNIT 4
1005 42 AV S
D07 -003
Parcel No.:
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Phone:
Contact Person:
Name:
Address:
Phone:
1523049008
14005 42 AV S TUKW
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: httn: / /www.ci.tukwila.wa.us
STEPPING STONE VENTURES, UNIT 4
14005 42 AV S , TUKVVILA WA
ANDERSON CARL AUGUST
10212 NE 43RD , KIRKLAND WA 98033
ERIN O'LEARY
20303 10 AV W , LYNNWOOD WA 98036
206 484 -3840
Contractor:
Name: ESE CONSTRUCTION INC
Address: 7189 F & S GRADE RD , SEDRO WOOLEY, WA
Phone:
Contractor License No: ESECOI *000RA
DEVELOPMENT PERMIT
98284
Permit Number:
Issue Date:
Permit Expires On:
DESCRIPTION OF WORK:
INSTALLATION AND SET UP OF MOBILE HOME (RENEWAL OF EXPIRED PERMIT D06 -097)
Value of Construction:
Type of Fire Protection:
Type of Construction:
$1,300.00
NONE
* *continued on next page **
Expiration Date: 12/01/2007
Fees Collected:
International Building Code Edition:
Occupancy per IBC:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D07 -003
01/03/2007
07/02/2007
$63.74
2003
0022
•
•
doc: IBC -10/06 D07 -003 Printed: 01 -03 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature: /J j)A A
I hereby certify that I have read and
governing this work will be complied
doc: IBC - 10/06
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 o • e perfo • 0 •f work. I am authorized to sign and obtain this development permit.
Signature: • /tom
i Date: ' 1 ?) 1 °-'
r
ri
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Date: CAI 0 7J rfl-
Steven M. MYllet, Mayor
Steve Lancaster, Director
Permit Number: D07 - 003 '
Issue Date: 01/03/2007
Permit Expires On: 07/02/2007
permit and know the same to be true and correct. All provisions of law and ordinances
er specified herein or not.
Print Name: I
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if tha work is suspended
or abandoned for a period of 180 days from the last inspection.
D07 -003 Printed: 01 -03 -2007
Parcel No.: 1523049008
Address:
Suite No:
Tenant:
14005 42 AV S TUKW
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
STEPPING STONE VENTURES, UNIT 4
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -003
ISSUED •
01/03/2007
01/03/2007
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.
* *continued on next page **
doc: Cond - 10/06 D07 - 003
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.
Printed: 01 -03 -2007
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating
construction or the performance of work.
Signature: �l
Print Name: r l in
2ti
Date: ( 3j 67
•
doc: Cond -10/06 C07 -003 Printed: 01 -03 -2007
•
16.4011•Melsellatr 11.01W•W•YrOOM1SIL socras arsurcese
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Site Address: igoo5. Lo" kw: 5
Tenant Name:
Property Owners Name: 64y.f.p1 n
Mailing Address: ra0303 t
I ,
; • - . -4-
Name: >f&I ts5 (Y LeAty
Mailing Address: ao,:a 4 ION
E-Mail Address: Z-D I g /Nei—
ENIEgAtf„
Company Name: I SI (Oh .S4r1/ - ha/ I L)
Mailing Address: S r st
Contact Person: e0 A v. 4 •
E-Mail Address: •
C.ontractor Registration Number: EcSe. ' t IV On
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
**An original or notarized copy of current Washington State Contractor License bit • o
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
Valois *Ake tionstaipatudt ippkat (7-20N)
Pagel
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.
**Please Print**
State
King Co Assassin's Tax No.: ICZW
Suite Number
New Tenant
Ve-rt
A Ve, (-J / /31/360.9 W
CRY
Floor.
El — Yes -No
. .
/`
Day Telephone: a0C 1 10 1 4 36
tip nuitior0 • IAA c iSal6
Fax-Number: IP - 7 s 56 aiD3
624)-re COG (kg ( 9 s et 2i3
Day Telephone: ;) (06 Q5 - 9a ra lo5
Fax Number.244 A 51 43115
Expiration Date:
must be presented at the 't permit
issuance**
7p
Oty
Day Telephone:
Fax Number:
City
Day Telephone:
Fax Number:
State
Will there be new rack storage? El _Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
Y(Mthrovi db r
.. N o If"yes ", see Handout No. for requirements.
Provide AU Building Areas in Square Footage Below
1 floor
2°d Floor
3a Floor
Accessory Structure*
Attached Garage •
Covered aik
Uncovered Deck
Existing
. interior
Rol
Addition to
Existing
Structure
Type .of
Construction -
per IBC
Type of •
icy per
IBC . .
PLANNING DIVISION:
Single-family building footprint (area ofthe foundation ofan shuatnes. ins any decks ova IS inches and (vay greater than IS inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling Floor area for accessory dwelling:
=Provide documentation 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 use? 0 —Yes ❑ ..No If "yes", explain:
Q.. Sprinklers 0-Automatic Fit Alarm :44 _None ❑ . Other (specify_
Will there be storage or use of ibnunable, combustible or : • L materials in the building? ❑ ..Yes
if "yes". attach list ofmaterials and storage locations on a separate 11-1/2 x 11 paper indicating quantities and Material
_No
ety Data Sheets
PUBIC 00 RKS PERMIT
J ATION 206433 -Q 1
Scope of Work (please provide detailed information):
Water District
t] —Tukwila
❑ —Water Availability Provided
Please refer to Public Works Bulletin ill for fees and estimate sheet.
_. Water District 0125
ever District
DI _Tukwila
Vslvue ❑ _ Renton
❑ — Seattle
❑ _Sewer Use Ca tificate » .Sewer Availability Provided ❑ :. Approved Septic Plans Provided
❑ ...Septic System - For onsite ' system, provide 2 copies of a current septic design approval by King County Health Department
ubnnitted with Application (mark boxes which apply
an ...Civil Plazas (Mathnum Paper Size -22• x 34`)
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ _ insurance ❑ _ Easements)
Disposed Activities (mirk boxes that iambi:
Ull ...Right- of-way the - Nonprofit for less than 72 hours
❑
—Right-of-way Use - No Disturbance
❑ ». ion/Fill - Right -orway
Non Right - of-way
❑ —Total Cut cubic yards
❑ —Total Fill cubic yards
❑ —Sanitary Side Sewer
❑ —Cap or Remove Utilities
❑
—Frontage knceovemenis
❑ Traffic Control
❑ ._Back low Prevention - Fire Protection -
Irrigation
Domestic Water
❑ _ Abandon Septic Tank
❑ _ Curb Cut
❑ » Pavement Cut
❑ .. Looped Fire Line
•
❑ — Permanent Water Meter Size_. • " WOO
❑ — Temporary Water Meter Size- " - WOO
❑ _Water Only Meter Size. " WOO
❑ —Sewer Main Extension ,_...— ..Public Private
❑ —Water Main Extension.__.__._Public Private
Call before you Dig: 1
❑ .. Highline
❑ _ Work in Flood Zone
❑ - Storm Drainage
❑ ._Renton
❑
- Gcotechoice! Report ❑ ... Traffic Impact Analysis
❑ - Maintenance Agreematt(s) ❑_.Hold Harmless
❑
- Right -of -way Use - Profit for less than 72 hours
❑ _ Right- of-way Use — Potential Disturbance
❑ »Grease Interceptor
❑ » Channelization
❑ .. Trench Excavation
❑ - Utility Undergrounding
❑ — Deduct Water Meter Size .»..._
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Ric Hydrants)
❑—Water ❑—Sewer CI — Sewage Treatment
Monthly Service Billing to:
Name:
Mailing Address:
Day Telephone:
Oty
State
rip
Water Meter Refund/Bill taro
Name: Day Telephone:
Mailing Address:
City State Zp
Unit Type:
QLy
Unit Type: • '
Qty
.
ITEM Type:
Qty
Boiler/Compressor:
Qty
Fumace<100K BTU
•
Mr Handling Unit >10,000
OEM
Fire Damper
0-3 HP/100,000 BTU
Funutce>100K BTU •
Evaporator Cooler •
Difthser
3-15 HP/50%000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15-30 HP/1,000,00013Th
Suspended/Wall/Floor
Mounted Heater
Ventilation
Wood/Gas Stove
30-50 HP/1,750,000 BM
Appliance Vent
Hood and Duct
Water Heater
50+ HP/1,75%000 BTU
Repair or Addition to
Heat/Refrig/Cooling
System
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFM
Incinerator — Comm/Ind
Other Mechanical
Equipment
%.*
Valuation of Project (contractor's bid price): S
Scope of Work (please provide detailed information):
Vsel Residential: New Replacement--0
Commercial: New —.0 Replacement-0
Fuel Type: Electric.., Gas —0 'Other:
cal work being installed and the quantity below:
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address: Cdy State Zip
Contact Person: - Day Telephone:
E-Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
**An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance**
kEttmrr-
- - ,
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 foe schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shalt expire 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 Btulfing Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Signature: 4"-. Date: — 3
Bult..DING OW1,40R AUTHy V A CD
Print Name: ER. Ai 0 e„ key
Mailing Address: Q030?) 4.19 I 11/41e--- t&)
Due Application Expires: a
Date Application Arcepted: 0 fi b I I
*grain pia= changesipennit applcatbe (7-2004)
Page 4
Day Telephone:
rittloecP WA 9603(4
cay Sure rip
Staff Initial.-
Doc: RECSETS-06
RECEIPT NO: R07 -00013
Initials: JEM
User ID: 1165
SET TRANSACTIONS:
Set Member Amount
ACCOUNT ITEM LIST:
Description
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: //www.ci.tukwila.wa.us
Payee: STEPPING STONE VENTURES, LLC.
D07 -003 63.74'
PG07 -001 78.00
TOTAL: 141.74
TRANSACTION LIST:
Type Method Description
BUILDING - RES
PLUMBING - RES
STATE BUILDING SURCHARGE
SET RECEIPT
SET ID: 0103 SET NAME: STEPPING STONE
Amount
Payment Check 6285 141.74
TOTAL: 141.74
Account Code Current Pmts
000/322.100 59.24
000/322.100 78.00
000/386.904 4.50
TOTAL: 141.74
Payment Date: 01/03/2007
Total Payment: 141.74
•
3398 11. %03 1710 TOTAL 141..74
Project:
,/ 0/the i( /7 / r
Type of Inspection:
7- - A=:7
Address:
/ 7;' ' 5 62/4(
11A''
Date Called:
/
Special Instructions:
Date W nted:
2 7- 6
p.m.
Requester:
Phone No
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
INSPECTION RECORD
Retain a copy with permit
k) /- 7 7 ,C4 /
Inspec
../IA
Date:
.00 REINSPECTION FEE REQUI D. Prior inspection, fee must be
aid at 6300 Southcenter Blvd., Suit. 100. Call to sechedule reinspection.
Receipt No.:
Date:
Corrections required prior to approval.
Project:
r
Type 5f Inspection:
Address:
/ . )305— -61/
/ ? (i,' )(
( -2"
Date Called:
Special Instructions:
Date Wanted:
' -- 0 -0"7
a
p.m•
Requester:
Phone No:
,9\66 226 - 2
37 C.
INSPECTION NO.
(Receipt No.:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(20
$58.00 REINSPECT! FEE REQUI Prior to inspection, fee must be
paid at 6300 Southceiter Blvd., uite 100. Call to sechedule reinspection.
1 -3 70
Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
Date:
Date:
U
COMMENTS:
tictij
W b1 — /.sr ci bc4.4-
- re se'
'i 4 .--u c
attsae S / C
r1 e
- / i° h- r- /7y/ 'g
- ri, t /7Kx_ ( M4 L' [L) dlNQ1
c(-0 ef--/ A/07a/ A it-4
/_-j ; t(AP .ux C r " t d 5 v /
( 1
I - 4 1
gett,o 4 t I 7 .
/
U7
a.m.
p.m.
Proj ,
tictij
Type of Inspectionh
rick
Address:
c 1 �j
-- 17 /-4, - y {_J
Date Called:
�f j
i/ f 0 /
Special Instructions:
I
/
t -4
Date Wanted:
/
U7
a.m.
p.m.
Requester:
�
/f 1 / ! `.—
/ 0t/Z /
5 -'�"l
Phone No:
pi
INSPECTION RECORD
Retain a copy with permit
41)7' ()P
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes. Corrections required prior to approval.
Inspector:
Date: 3/
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
?Receipt No.:
Date:
COMMENTS:
3/i W 7 £ J. (
(C/2 1
11 f
d r t/Le VLt n
fiSi 4
n J
J �
i / d ig(--
Projec Type of Inspection:
S - 5 " 11c-(4 /sr
Address: Date Called: f
Special Instructions: Date Wanted: / a.m.
If t f p.m.
Requester:
gy m / de.,
Phone No:
�
INSPECTION RECORD
Retain a copy with permit
0 o7
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
Inspector:
Date: /
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
0 o7
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
Inspector:
Date: /
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project: `tep,Ieie /-, v AL
/boas ( 0 Nj fie. S
Type of Inspection:
( =i P I,AJ.9 L
Address:
Suite #:
Contact Person:
EA „J
Special Instructions:
Phone No.:
OO‘ - €4 321/0
Needs Shift Inspection: ,J
Sprinklers:
Fire Alarm: aJ
Hood & Duct:
Al,
Monitor: 1..
Pre -Fire:
I/
Permits: IJ
Occupancy Type:
- : .,,
is L.—
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
X07 - 003
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
- Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
Hrs.:
n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
7 r4J3 Pt .E
September 21, 2005
Mr. Scott Moreno
Minute Man Products, Inc.
305 West King Street
East Flat Rock, NC 28726
Dear Scatty
Sincerely
David L Dahrnen F.E.
Pacific Consulting
Engineers
2150 Bell Arc.. Salle 141 Sacromeru0, CA 95838 • (916) 564.6028 « Fu: (916) 564 -6029
RE: State of W*shington Engineer's eea1
Ci Of Tukwila
PI III + wl /~i `iR!
Please be advised my Washington Engineer's license has berm renewed to 7/17/07. I bawc
stamped and signed by seal on this letter. I have re- sealed the Engineered Tie Down plan and
d e t a i l s with the updated WA seal and have mailed the glans to you for your use.
4-
REVIEWED FOR
CODE COMPLIANCE
rkivrtrvkin
JAN - 31007
City Of Tukwila
RI ITI_)ThIG DIVISION
71 0....)1740C.14 r .r.11
RECEIVED
CITY OF TUKWIIA
REVIEWED FOR
CODE COMPLIANCE
,fie° Degirbl A
MAR 2 9 2006
JANrwrg 2007
PERMIT CENTEF
MAR 2 3 2006
PERMIT CENTEt1
PG1-063
Minute Man
828 682 0258 09/22/05 08:58am P. 003
MINUTE MAN ANCHORS, INC.
305 WEST KING STREET
EAST FLATROCK, NC 28726
PR: (800) 435-7277
ENGINEERED TIE DOWN SYSTEM
DESIGN & GENERAL NOTES
DESIGN LOAD&
• WIND 15 PSF - . ,
• SOIL BEARING • ««— 1000 PSF
• TIE DOWN STRAP 3150# WORKING LOAD
* SEISMIC ZONE - 4
TIE DOWN STRAPS :1013E MIN. 1 114" WIDE x 0.035 THICKNESS ZJNC PLATED AND
MEET ASTM D-395391..%
• EARTH AUGERS 2962# MIN. (TESTED TO 4750# MIN.)
"CROSS DRIVES 1727#(CALCULATED)
• CONCRETE SLAB ANCHORS 1390# (CALCULATED)
GENERAL NOTES:
1. THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS
ON THE SIDES OF THE MANUFACTURED HOME.
2. TIE 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 BB INSTALLED DUE TO AN
OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED (2)
CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE
INSTALLED.
5. FOR ALL TE DOWN INSTALLATIONS, THE MFGD HOME CHASSIS MEMBERS ARE
SHOWN AS T BEAMS. FOR ILLUSTRATION PURPOSES ONLY. CHASSIS BEAMS
CAN ALSO BE "C" SHAPED OR "RFC" SHAPED.
6. END TE DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS
SEAM AXIS AS SHOWN. ••' •
7. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL. SHOWN HEREIN ARE
MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY MINUTE -MAN
PRODUCTS. MAY BE USED AT THE SAME SPACING & LOCATION SHOWN.
& ALL PARTS ARE STAMPED MMA- WITH THE APPROPRIATE PART NUMBER.
S. THIS TIE DOWN SYSTEM CAN BE USED WITH 10' WIDE MANUFACTURED HOME
SECTIONS WITH 100" CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED 19".
10. TIE DOWN STRAPSIN THE LONGITh IbINAL OR TRANSVERSE DIRECTION CAN BE
BOLTED TO THE HITCH ATTACHMEN I PLATE THAT IS WELDED TO THE CHASSIS BEAM:
•
• •
MANE IC
„O.
r rT4T& trnAP
MN ICI(
T<
I t Ivr-
•• j.MOWN: ?EC
".Y' ?rC " "I•�SS i rCR
• {r, DOWN C:INACCRORS
LSE 7't DOwN
NC4636, EZDH & .MMA34
EARTH AUGER TIE DOWN
criAVAS
MNA14 TRAYS 11E
i`u .
= SHOWN. set
•& R CHASSIS R IR
ENO TIE DO CONNEC716NS
� o a- noct .
AT .nv /t nflcxR of EARTH AUGER TIE DOWN
+11 As07 B.T.
sTErx sTRAl+ SEE' SEW CHASSIS
FOR Tic Raw" AA CnoR slut STRAP FOR r s
OOwr+ Ant
"C" BEAM CHASSIS "RFC` BEAM CHASSIS
INSTALLATION INSTRUCTIONS
1. THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP
(STABILIZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E,Z ANCHOR
STABILIZER WILL BE AT ITS REQUIRED INSTALLATION PDsmoN.
Z FOR THE E-Z ANCHOR/STABILIZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO
DEVIATION GREATER THAN 10 DEGREES. NOTE; A CUGHTLY ,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 MADE.
NOTE WITH MACHINE INSTALLATION, A MINUTE-MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD
AND DRIVE MACHINE SHAFT IS AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT
FOR E Z ANCHOR INSTALLATION.
NOTE; AN ADDITIONAL STABILIZER PLATE IS NOT REQUIRED WITH MOH & GW2 EARTH AUGER TIE DOWN.
CONCRETE TIE DOWN CROSS DRIVE TIE DOWN
r rItic-
IND lite
sx ix SCArd
=SS DRIVE WL $ T AS!tli r_ 1 ( 1 . 5 / _ -
R ATr n, Tat, Q
1NSTAL.LATION INSTRUCTIONS
FIRST CHECK FOR UNDERGROUND UTILITY LOCATION:
EZDH EARTH AUGERS
1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS.
EARTH AUGERS
1. INSTALL AUGERS INTO SOIL WM-I CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE
LEAVING APPROX.12' OF SHAFT EXPOSED.
2 INSTALL STABILIZER PLATE - DRIVE FLUSH WITH GROUND SURFACE.
3. COMPLETE TURNING AUGER INTO GROUND UNT1L AUGER HEAD 1S FLUSH WITH GROUND SURFACE AND TOP
OF STABILIZER PLATE
CROSS DRIVE ANCHORS
1. CROSS DELVES ARE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN
ROCK OR MINIMUM 2" ASPHALT, INSTAU. MMA -SD2 STABLLZER PLATE, OR PLACE 121121c12" DEEP CONCRETE.
CONCRETE SLAE3 ANCHORS
1. CONCRETE SLAB TO BE MINIMUM 312` THICK AND IN GOOD CONDITION.
2 MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SO. FEET.
• 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12" FROM ANY EDGE.
ALL APPLICATIONS
1. ATTACH STRAPS TO CHASSIS SEAM IN MANNER SHOWN.
2 INSERT STRAP THROUGH SPLIT NUT, CUTOFF EXCESS STRAP AND TIGHTEN UNTIL SNUG,
Minute Man EIZEI 55Z .0Z55
ENO TIE DOWNS
SEE CHART
SINGLE WIDE
TIE DOWN LOCATIONS
tNn DOWIS
SEE CHART
DOUBLE WIDE
IOW /YL / lit; O WO; aOSm r • vAU.`i
MO TIE &Me
SEE OM
TRIPLE WIDE
MAX LEMITli
MFOT7IAOMB
M►AX NO. OF LVDe
TIE COMM
54'
7Z
CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS
EARTH AUGERS
35
213141
10 TO
MAX 1.11OTH OF
I MAX Kt OF MCC
NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2 LOCATION SHOWN
SIDE TIE DOWNS AT 2-0" FROM EACH END HAVE A TOLERANCE OF 1't
•
I- t S" MIN.
OOLT at TOP .
PIER
ANC END TIE DOWN
NOTE: TIE DOWN STRAPSAFTHE CHASSIS SEAM EN (END TIE DOWNS) CAN BE ATTACHED TO A CHASSIS
SUFPORT PIER WITH A PIER BOLT ON TOP. (SEE SKETCH ABOVE
TLW 01-0
MMA502
STABILIZER PLATE
STABILIZATION PLATE
WELDED TO
ROD COME
& STRAP HEAD
NC4636 7/8 OIA
38 - AUGER ANCHOR
USE OtiTSIOE NOLts FOR
sr - 4" FLANGES
CR ANCHOR ANCHOR CROSS D NE AN CHOR
W/ 3/4"0x32" RODS W/ 23/3210x3r RODS
MMA- 210JDH M4A- 210PDH
STABIt1ZER CAP (741%4
tkt CO DPI NC
Ail° 4
., !III
40 ;
.-) a ifr r
MMA SPLIT
BOLT & NUT
MMA -91 5/8 DIA MMA -92 3/4 O1A MMA -94 3/4 CIA
32" , xuan ANCHOR 32 "AUGER ANCHOR 36ADGER ANCHOR
MMA -18
CONCRETE SLAB
ANCHOR
LIMA 6 3/4 OH
4430 NU 3/4
io
MM 32 STEEL
STRAP W /6UCKEL
MMA -71 STEEL
STRAP N /CORNER TIE
MMA -34
BOTTOM PLATE Top PLATE
0 0 0
000 00
0(45317 SEAS
TOP RATE
6017ON PATE
LONGITUDINAL -- FRAME TIE
AND CLAMP
(FOR VYIND ZONE I)
LOC47701it Or Moor
r
M114 71 CORNEA l!E
CoNNECTEO ONbr S cup
NEAREST TO
MMA -650 3/4 Out 4430 OH 3/4 DIA
SOiUGER ANCHOR 30" AUGER ANCHOR
i
USE NSW HOLES FoR
- J' FLANGES
4- 4 GRADE 6
WOW( BOLTS
• -4S' mar STRENGTH
WASHERS
NOR
NE ROD
W
ESE Construction Inc. Ron Soini
7189 F &S Grade Rd. President
Sedro Wooley, Wa. 98284
360. 708.3599
3601346 fax
WAIFS #1937 11106
ESECOI *000RA 12106
F'
Any size manufactured home 12't14 widd' long
State approved tie downs every 11' on center
Foundation pier blocking 8' center to 12' center
oIC DE COMPLIANCE
rwer
JAN - 3 2007
City Of Tukwila
BUILDING DIVISION
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 chimes and wedges.:
Perimeter block at every dooreffitt EWED
window larger than 48" JAN - 3 2007
PERMIT CENTEh
v r,c4
obi
" AS -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
N
Plan r^
I te.. ` .
8
-N-
il
( *1 FEET)
1 Mu, - 30'.( «t
C•
.f P; :u�^ject
-
cccurronts ikalk Mt mu:. 3
-1 code or orate** L-
c :r.c:. on 1$ e..
- O
CI :.y of Tukwila
BASIS OF BEARING
SOUTH LINE OF S.V. 1/4, SEC. 15, T.WP. 23 N„ R. 4 E ,
N87•35'07'V, AS SHOWN ON RECORD OF SURVEY AS R —
CORDED IN VOLUME 97, PAGE 155, RCORDS OF KING
COUNTY, WASHINGTON.
INSTRUMENT USED
A FIELD TRAVERSE USING A SOKKIA 3100 TOTAL SEAT
INSTRUMENT WAS USED TO ESTABLISH THE RELATIONSH
BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN.
LINEAR AND ANGULAR CLOSURE OF TRAVERSE MEETS T
STANDARDS OF VAC 332 - 130 - 090.
LEGEND
1 1■Qr♦ e9 FOUND MONUMENT AS NOTED
® MONUMENT
R CORDED N VOL- 166, PG. 20. MONUMENT DESTROYED
DURING NEW CONSTRUCTION OF INTERNATIONAL BLVD.
( PACWIC HWY. SOUTH)
0 SET No. S REBAR AND I.D. CAP
REFERENCES
1. TITLE REPORT ORDER No. 1145210 PREPARED BY CHICAGO TITLE
INSURANCE COMPANY.
2. THE FOLLOWING RECORD OF SURVEYS VOL. 97 PG. 155 L 156,
VOL. EARTHMEN ED M • 1999 ANDM C O CLARK'S GARDEN PLAT ADDITION TO THE CITY OF SEATTLE, VOL. 13 OF PLATS. PG. 12, AND
THE PLAT OF ROBBINS VIEW TRACT ADD.. VOL. 17, PG. 90.
3. ADDITIONAL RIGHT OF WAY AQUIREb ALONG INTERNATIONAL BLVD.
(PACIFIC HWY. S.) AS PER WARRANTY DEEDS AS PER RECORDING No.'S
20020416003155 AND 20020416003156 CONTAIN NUMEROUS ERRORS AND CAN
NOT BE ESTABLISHED. RIGHT OF WAY DRAWINGS REFERED TO IN LEGAL
DESCRIPTION DO NOT EXIST ACCORDING TO THE CITY OF TU(VILLA
4. MONUMENTS IN INTERN TIONA L BLVD. ,(PACIFIC HIGHWAY Y SOUTH) HAVE
BEEN DESTROYED DURING NEW CI`JRSTRUCTION. CENTERLINE ESTABLISHED
FROM SURVEY BY V. HINE SURVEY DATED AUGUST 1978. PERMIT CENTEI -1
LEGAL DESCRIPTION
THAT PORTION OF LOT 6, BLOCK I, JANES CLARK'S GARDEN ADDITION TO THE CITY
OF SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS,
PAGE(S) 12, IN KING COUNTY, WASHINGTON. LYING EAST OF THE EASTERLY MARGIN OF
STATE ROAD No. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED
UNDER RECORDING NUMBER 2014233/
EXCEPT THAT PORTION THEREOF CONDEMNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099461
TOGETHER WITH THE NORTH 3227 FEET OF THE VEST 520 FEET IS THE EAST 540 FEET
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23
NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON.
EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE
ROAD No. I (PACIFIC HIGHWAY SOUTH) BY DEED RECORDED UNDER RECORDING NUMBER
2048144, AND
EXCEPT THAT PORTION THEREOF CONDEMNED FOR COUNTY RIGHT or WAY (42ND AVENUE
SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6140981
TOGETHER WITH THAT PORTION OF VACATED 40TH AVENUE SOUTH (CONNECTION STREET)
LYING EASTERLY OF STATE ROAD NA 1 (PACIFIC HIGHWAY SOUTH) AND ADJOINING ALL
THE HEREIN ABOVE DESCRIBED PARCEL OF LAND)
EXCEPT TICSE PORTIONS CONVEYED•TO THE CITY OF TUCWILLA BY DEEDS RECORDED UNDER
RECORDING NUMBERS 200 20416003155' AND 20020416003156.
(LEGAL DESCRIPTION FROM CHICAGO ;TITLE INSURANCE ORDER No. 1145210)
CD3
FOR C/0 JEW INRBOTIIE
ROSEN-111RBOTTLE COMMERCIAL REAL ESTATE
1715 11451. NNE. S.E. SUITE 212
BELLEV E. RASMRGTON D5004
101111 K.V.V..Ir.
BATE 07/05
F.1 N1 L.L /EFB
REVIEWED FOR
CODE COMPLIANCE
JAN - 3 2007
City Of Tukwila
BUILDING MIVISI01\
JAN - 3 2007
A PORTION OF TIE Si. 1/4, S.W. 1/4, SEC. 15, T.W.P. 23 H,
R. 4 E., NIL, IN KING CORM, 1RS11NGTON
VAN CLEAVE AND ASSOCIATES
112 CANDLEWYCK DRIVE WEST
LAKEWOOD, WASHINGTON 98499
(253) 588 -3821
I EKDr6 K
MTE 07/05
APPRVD
DATE
00 K,V.V.
07/05
ROG Ru 05- 1180AB
% products alway
.•
at&of
arantee color acO
Se4
nnngoth
• consistent coo r
•
guarinng panels arennpact
to ensure they always look their best.
Skiff) ii_gisibliecked for compound
consistency and heat distortion.
rdr VINYL SKIRTING
The Confident Choice.®
An Industry Leader
Variform® has been a leader in the vinyl skirting
industry for over 20 years. We are one of the
largest and fastest growing manufacturers of vinyl
siding products and accessories in the world.
As a leading manufacturer of vinyl product,
Variform has continuously engineered and
innovated to produce and offer the highest quality
product with the latest technology available.
All Variform products are made in the U.S.A.,
built to stand the test of time, and are backed
by a Limited Lifetime Warranty.
fan •
t:
c
Due to printing limitations, colors may not be exactly as shown.
Contact your distributor for actual product samples.
984105/FR D/TP/11-04/2500
FILE COPY
errnit No. ____
303 W. Major P.O. Box 559
Kearney, MO 64060
Phone: 800.800.2244. Fax: 816.903.6942
www.variform.com
® Variform, and The Confident Choice are registered
trademarks of Variform, Inc. All rights reserved
REVIEWED FOR
CODE COMPLIANCE
pr.m,lnx,cn
JAN -32007
City Of Tukwila
111,1715:1Thlr ryn /Tf•Ti,Nit
VINYL SKIRTING
le - dent'
ProGuard'
ILIVA
JAN -32007
PERMIT CENTEK
9O003
• •••••.------ - •
LWI
F'ro G u a rd TM
Et.tXasy to install
•
Limited Lifetime Warranty
r-7.1(1
COLORS
Beige
• Attractive rough-sawn texture
• Available in solid and center-vented
panels
• Patented center-vent design for
maximum airflow
Gray I. Pearl
White
ellti1445,,, panels ,4,...--,•2,:v.-f='0.`•,;,-i4i;i-, and ,
',-.4P',„ required ,
,talilk pP1!,1.7,77:kf4,,I,
nkc moisture
c,-...iiiielitipopi ..,,,F,,A,,,,,,
rop er ..,,P4f;:t,,,,,,,, s pecifi cations fo pr
. .-
ciiae,!':.P.01
lij:oji'::Ee(t4
it.8iii7,6 •it , ..94,-,,,',A,„
shaped , „„,,,,,,,„,,,..,:x„.1Ki;g:•,,,, ,;„,,,,,• • i C 'to
iiiii , !..!•,,,.,i 6b
,•-e,A channel)
. v
A
- leifoondt r iaSp . and prevents:
6 . , , ,,, i,,4 ,. .1.4r , •:::,,,, ,, A,.
..., klin
'
;•3 14 i15
16 18
2 113
•;,_14
Size of Home 50 55' 60'
• ”: Perimeter. .- 120
(linear measurement)
130'
140
Height of Skirting „„•
:••;,•'(Panel Cut Length)
NUMBER‘OF PANELS REQUIRED
25 28 itsg .5"
421
23 25 21
65' :70' 60', • 65' JO' 80' .60' 65' 70' 80'
60' 65' 70' 65' 70'
150'
160' 148'
:158
162
182' 152'
162' 166 188 154' 174' 180' .182'
192'
. 129
x
ti.15 -16, 18
•':;213
,
23
16 17 18 20
27 30
:16
16 '18
19
:15
:19, ,1, 16„17: J8 '18 18
-21
20 :1; 21'
527'
01 45",
License Information
License
ESECO * *O1IRA
Licensee Name
E S E CONSTRUCTION
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601995774
Ind. Ins. Account Id
#1
Business Type
PARTNERSHIP
Address 1
7189 F &S GRADE RD
Address 2
01/01/1980
City
SEDRO WOOLLEY
County
SKAGIT
State
WA
Zip
98284
Phone
3608565865
Status
REREGISTERED
Specialty 1
GENERAL -
Specialty 2
UNUSED
Effective Date
12/1/1999
Expiration Date
12/1/2000
Suspend Date
Separation Date
Parent Company
Previous License
-
Next License
ESECOI *000RA
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#1
CBIC
SCO385
12/01/1999
12/01/2000
01/10/2001
01/01/1980
$6,000.00
Business Owner Information
Name
Role
Effective Date
Expiration Date
SOINI, RONALD E
PARTNER ,
01/01/1980
01/01/1980
ELLIOTT, MICHAEL B
PARTNER
01/01/1980
01/01/1980
ELLIOTT, MATTHEW D
PARTNER
01/01/1980
01/01/1980
Look Up a Contractor, Electrir'gn 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= ESECO * *011RA 01/03/2007