HomeMy WebLinkAboutPermit D12-054 - EASTLAND RESIDENCE - NEW SINGLE FAMILY RESIDENCEEASTLAND RESIDENCE
12242 48 AV S
EXPIRED 01 -14 -2013
D12-054
City 04/Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 0179001415
Address: 12242 48 AV S TUKW
Suite No:
Project Name: EASTLAND RESIDENCE
DEVELOPMENT PERMIT
Permit Number: D12-054
Issue Date: 05/29/2012
Permit Expires On: 11/25/2012
Owner:
Name: EASTLAND FREDERICK +SHARON L
Address: 12242 48TH AVE S , TUKWILA WA 98178
Contact Person:
Name: FRED EASTLAND
Address: 12242 48 AV S , TUKVVILA WA 98178
Contractor:
Name: BERWICKS MNFCTRD HOME SCV INC
Address: PO BOX 1563 , PUYALLUP WA 98371
Contractor License No: BERWIMH930MP
Lender:
Name:
Address:
Phone: 206 -767 -3741
Phone: 253 - 606 -9323
Expiration Date: 07/17/2013
DESCRIPTION OF WORK:
SETTING NEW HOME IN PLACE AND PREPPING THE PROPERTY
INSTALL 24' X 60' DOUBLE WIDE MOBILE HOME. PUBLIC WORKS ACTIVITY INCLUDES EROSION
CONTROL,RECONNECTION OF WATER AND SEWER SERVICE.
Value of Construction: $13,000.00 Fees Collected: $559.07
Type of Fire Protection: International Building Code Edition: 2009
Type of Construction: V -B Occupancy per IBC: 0022
Electrical Service Provided by: SEATTLE CITY LIGHT
* *continued on next page **
doc: IBC -7/10
D12 -054 Printed: 05 -29 -2012
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
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:
Date: ■—.)—(`1;■
1 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 performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
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.
PERMIT CONDITIONS:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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 plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
doc: IBC -7/10
D12 -054 Printed: 05 -29 -2012
7: VALIDITY OF PERMIT: The issuance or g ng of a permit shall not be construed to be t for, or an approval of,
any violation of any of the provisions of the ling code or of any other ordinances of the 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.
8: ** *PLANNING DEPARTMENT CONDITIONS * **
9: No more than 50% of the front yard may improved for or used for parking, per TMC Chapter 8.25. Additionally, vehicle
parking areas must consist of an "approved durable uniform surface" such as concrete, asphalt or gravel. The site plan
shows that the foundation for the existing home will be used as a driveway once the new home is constructed. Any
parking that occurs on this property shall be located on the new driveway and/or on approved durable uniform surfaces
which do not exceed 50% of the front yard area.
10: PUBLIC WORKS
11: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least
24 hours in advance.
12: Any material spilled onto any street shall be cleaned up immediately.
13: Prior to moving the building on -site, a copy of the WSDOT moving permit, route map and proposed moving schedule shall
be submitted to the City Development /Permits Engineer for validation. NO MOVING ACTIVITY SHALL BE COMMENCED UNTIL THIS
VALIDATION HAS BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED THE DEVELOPER/PERMITS ENGINEER AT
(206)433 -0179 TO
VERIFY THE SAME. If a WSDOT permit has not been approved for the move, the City permit will need to be applied for.
14: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
off -site or into existing drainage facilities.
15: The site shall have permanent erosion control measures in place as soon as possible after final grading has been
completed and prior to the Final Inspection.
doc: IBC -7/10
D12 -054 Printed: 05 -29 -2012
CITY OF TUK
Community Developn ., t Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www.TukwilaWA.gov
Building Pelt No.
Project No.
Date Application Accepted: — c
Date Application Expires: se- L (
(For office use only)
CONSTRUCTION PERMIT APPLICATION
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 **
SITE LOCATION
Site Address: ZAa74i' FTy/"!/�
King Co Assessor's Tax No.: 0 [ q dD
Tenant Name: ,,4e9
Suite Number:
PROPERTY OWNER
Name:
Name:
CitY,U /L/ /vim State . Zip72P3?/
Address -„ya_ ��lyAzGc ..i., ,
Contr Reg No.: Exp Date:
Cit/1?:(/57 State: d
ZipP»
CONTACT PERSON — person receiving all project
communication
Name:
Address:
AO - .BoX /62
CitY,U /L/ /vim State . Zip72P3?/
Address:
Contr Reg No.: Exp Date:
Tukwila Business License No.(/�.z'/dr,?7 .9,1 a.
City:
State:
Zip:
Phone:
Fax:
City:
Email:
Zip:
Phone:
GENERAL CONTRACTOR INFORMATION
Company zews. Ar4f flegC c .De
Address:
AO - .BoX /62
CitY,U /L/ /vim State . Zip72P3?/
Phone -7D .—lldo 749 F ).40 —/fri0-,5;1,7
Contr Reg No.: Exp Date:
Tukwila Business License No.(/�.z'/dr,?7 .9,1 a.
H:\ApplicationsWorms- Applications On Line \20I2 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
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Floor:
New Tenant: ❑ Yes Da ..No
ARCHITECT OF RECORD
Name:
Address:
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
Address:
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
It8)47
Page 1 of 4
i
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid pric : $�//3� Oe631
Existing wilding Valuation: $
Describe the scope of work (please provide detailed information): --?--7-7-./i/6 /if/
,0"eC-,iril/G Ti�E �iQOI 77"
Will there be new rack storage? ❑ ....Yes
'No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms- Applications On Line12012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
/ «4/t d5!r
2nd Floor
Std Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms- Applications On Line12012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
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Page 2 of 4
PERMIT APPLICATION NOTES —
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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.
BUILDING OWNER OR AUTHORIZED AGE T:
Signature:
Date:,71 -'d / -7 L
Print Name: A2E,a Day Telephone, 7'7- -771/
Mailing Address:f1,{-
H :Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
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74</(W4.4 /41.
City State Zip
Page 4 of 4
rI PUBLIC WORKS PERMIT INFO TION — 206 - 433 -0179
11/
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
.. Tukwila ❑ ...Water District #125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
❑ ...Valley View
❑ ... Sewer Availability Provided
❑... Highline
0... Renton
❑ ...Renton 0... Seattle
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ .. Technical Information Report (Storm Drainage)
❑ .. Bond 0... Insurance ❑... Easement(s)
Proposed Activities (mark boxes that apply):
❑ .. 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 ❑
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑...Geotechnical Report
0... Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
O ... Right-of-way Use - Profit for less than 72 hours
0... Right-of-way Use — Potential Disturbance
0... Work in Flood Zone
0... Storm Drainage
❑ .. Sanitary Side Sewer ❑... Abandon Septic Tank 0... Grease Interceptor
❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization
❑ .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation
❑ .. Traffic Control 0... Looped Fire Line 0... Utility Undergrounding
❑ .. Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public
❑ .. Water Main Extension Public
1)
WO # (2) " WO # (3) " WO #
WO # (2) " WO # (3) " WO #
WO # ❑ .. Deduct Water Meter Size "
Private ❑
Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:1Applications \Forms- Applications On Line12012 Applicationa\Permit Application Revised - 2- 7- 12.docx
Revised: February 2012
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Page 3 of 4
. 0
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -43 1 -3670
Fax: 206 -431 -3665
Web site: http: / /www.TukwilaWA.ov
Parcel No.: 0179001415
Address: 12242 48 AV S TUKW
Suite No:
Applicant: EASTLAND RESIDENCE
RECEIPT
Permit Number: D12 -054
Status: APPROVED
Applied Date: 02/21/2012
Issue Date:
Receipt No.: R12 -01720
Payment Amount: $340.60
Initials: WER Payment Date: 05/29/2012 04:26 PM
User ID: 1655 Balance: $0.00
Payee: FRED EASTLAND
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 1936
RD Pmts Re -Dist OP
Authorization No.
ACCOUNT ITEM LIST:
Description
340.60
.00
Account Code Current Pmts
BUILDING - RES
PLAN CHECK - NONRES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
000.345.830
640.237.114
Total: $340.60
336.10
- 218.47
218.47
4.50
doc: Receiot -06 Printed: 05 -29 -2012
• •
City of 'Tukwila
Departtnent of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206-431-3665
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 0179001415
Address:
Suite No:
Applicant: EASTLAND RESIDENCE
RECEIPT
Permit Number: D12-054
Status: PENDING
Applied Date: 02/21/2012
Issue Date:
Receipt No.: R12 -00727
Initials:
User ID:
WER
1655
Payment Amount: $218.47
Payment Date: 02/21/2012 04:08 PM
Balance: $340.60
Payee: FRED EASTLAND
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 001492
ACCOUNT ITEM LIST:
Description
218.47
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 218.47
Total: $218.47
doc: Receiot -06 Printed: 02 -21 -2012
ON
INSPECTION RECORD
Retain a copy with permit
/2
PERMIT N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-
Permit Inspection Request Line (206) 431 -2451
Project° r Type of Ins ection:
Address: /7 / Date Called: f a
'T
Specs Instructions: Date Wanted:. �
Requester:
Phone No:
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS.
REINSPECTION FEE ' EQUIRED. Prior to next inspection, fee must be
pald at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
•
•
INSPECTION RECORD �����
Retain a copy with permit
INSPECTION NO. • PERMIT NO.
CITY OF' TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 t},.. (206) 431 -3670
Permitlnspection Request Line (206) 431 -2451
Project: _ ,(
Type of Ins ec on: /
Ad rd ess: •
X "'10,I 1 .,.
� .
Date (jc5m#,./.
Date Wanted:. a.m.
V
Z-13 —/2
Spec ial Ins ructions:
Requester:
Phone No:
Approved per applicable codes.
D Corrections required prior to approval.
COMMENTS:
-
nspector:
Date:
ri REI t*'' ECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
k.rr ^•.. s - -
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit plitiOSLy,11.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 it... (206) 431 -3670'
Permit Inspection Request Line (206) 431 -2451
Project: 6, 4- 74-164,-, c�
Type of Inspection: / *' '' "" • t•
L4 . k 4�
Address:,S
Date Called: !-
Special Instructions:
7S—.3 -(
—'3 Z-
Date Wanted:
Jq 3 " 4,�oimr7 44e f -44
Requester
Phone No:
- 767 -3Zz/
Approved per applicable codes.
Corrections required prior to approval
ak:
•
COMMENTS:
•
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Inspector:
Date f ,
•
•
n REIN3PECTION FEE REQUIRED. Prior to next inspection. fee.must be • • ' "
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
r •.
(.o•
FILE COPY
Permit No. \)-- 0 El
Pim, review approval Is subject to enors and omissions.
;.::it; of construction moments does not authorize
tl, 3:ation of any adopted code or ordnance. Receipt
of 6oproved Field Copy and condlions Is adm ed:
BY -/J
Data: 9 ��
City Of lUkwila
BUILDING DIVISION
PLANNING APPROVED •
No changes can be madeto the
plans without opmvid from the
Planing Division of ocD
Woad 2,1- By S
�
k .
•, r:)._ rya,�Y+.•,L4 1ti$ .'alh
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
INOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
SEPARATE PERMIT
REQUIRED FOR
r] QU >ca!
erdectrIcrd
0'15iumbing
O-6as Piping
cf Tukwila
Fli i ' a DIVISION
42, o
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 R 2012
City of Tukwila
BUILDING DIVISION
Reer.
[3/a I Al7L i^egi
/0 car .5
1--htm 30" a4oveli-eafe_
/_4
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anop-h)le,
(an'
CORRECTION
REetivLu
CITY OF TUKWILA
MAR 0 2 2012
PERMIT CENTER
97/7" a , , dc,5, 116,e_
• _41,1 fiyo
*L
REVEWB) FOR
CODECOMPLIANCE
APPROVED
I /MAR-1)-6 2012
City of Tukwila
BUILDING DIVISION
&Ale_
41 a ;
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TZA,ii/ &Jai
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7,1 10/ dickince, il/Y4
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REVIEWED FOR
CODE COMPLIANCE
APPROVED
If_11R O fi 2012
erylofukwlla
BUILCIINGTI 1�ON
1
CEIVED
FEB 212012
PERMIT LATER
0
Notsmia emmine
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TESTING ENGINEERS, INC.
FILE COPY v- 2:1E P. 2
CMU Qualification Tests
Client / Project: Basalite
Sample Description: CMU (1409012508)
Sample 1.D : 80045
Run 8 0
Spec : ASTM C -140, ASTM C -90. 0.426
Job # T08010
POs 1)
Date: 2/14/20011
-tom
212226 Ce e b r Val ey Read
Sao 110
Lynwood. WA 930
ph 42S- 7429360
fax 425.745.1737
ascot= Mice
10029 & 1beame Way
Sulfa E-2
Tacoma. WA 9849e
ph 263.884.3720
fax 253.384.707
Portland Mee
7911 NE S9rd Drive
Subs 190
Pa tland, OR 91211
ph 503.281.7515
ASTM C -90 Weight Classification
ASTM C -90 Specificition for Absorption
Compressive Strength ASTM C 140
Normal Weight. more than 125 pcf
13 pcf maximum
Sample
if
Dimensions
'n Total
Compression
Load (]bs)
Compressive Strength
(psi)
Gross
Dry
Unit
119.42
59.18
213.790
1790.
Sample 8
Height
Width
Length
Absorption
% Moisture as
Reed
Absorption
(PCF
Absorption
/%
Weight
Weight
Weight as
reed (tbsl
'
1810.
3690.
4
Average
(Rec'd1
3680.
(Ibsi
(pct
I
7 1V16
7 10/16
15 10/16
50 9
3.4
8.9
6 6
7 21 9
135.6
22 6
2
7 11/16
2 10/16
15 10/16
48.1
3.2
9 0
6.6
21.9
113 2
22.0
7 12/16
7 10/16
15 10/16
434
3.2
8.9
6.6
21.3
135.1
22.0
vera:
7 12/16
7 10/16
15 10/16
49 2
a 2
8.9
6.6
21.7
135.1
22.4
ASTM C -90 Weight Classification
ASTM C -90 Specificition for Absorption
Compressive Strength ASTM C 140
Normal Weight. more than 125 pcf
13 pcf maximum
Sample
if
Gross Area
Ora)
Net Area (in 2)
Compression
Load (]bs)
Compressive Strength
(psi)
Gross
Nd
1
119.42
59.18
213.790
1790.
3610
2
119.42
59 18
221,490
1860.
3740.
3
119.03
58.57
216340
'
1810.
3690.
Average
1320.
3680.
CMU Block was cut to half units & weighed after reaching equilibrium with Lab Enviroment
Reviewed By
Information in this repod applies to the actual a tchd and shall not he rcptnduccd .`■u.pi in IUIL ■ielhtn th, apiroral or btayc■ 1 &ants h cnrrer . Inc.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 6 2012
•
City of Tukwila
BUILDING DIVISION
80043 Comp Absorp 2- 14- 08.xls/2/18/2008
RECEIVED
FEB 2 1 2012
PERMIT CENTER
Fey. 2'1'2 9:47AM Ea �il[:1t
- • 31:
,, 03/07/2887 13 :33 6848864
.14AR -07 -2007 WED 01:28 PH CARLSON TESTING INC,
•
-Carlson Testing, Inc.
FAX NO. 5038840954
Moo S3 972 81
FAX (soot �
1c.2:::)'ki P.
dakint Office
Hudson Ava. NE
ealem op Moro 00) 5$9 1292
FAX (803) S89-t300
P. 03 •. I
Band Ornate.
P.O. Oa rite. ; 97708
Mono ( 4)
�1 1
FAX (341) Mfi193
February 28, 2007
T080177e.CTt
eaeallte Concrete Produces LLC
9269 International Place
Dupont, WA 98327
Re: Bascule Concrete Products - 2008 M5sce11aneous
ASTM C140 8 ASTM C428 Tenting
Gentlemen:
As nequeated, w9 have completed ASTM C140 and AVM C428 testing on nine (9) 8' Smooth
face mglum a tat (BMW) concrete masonry units Identified as Lot #1 and submitted to our
Iaboretory an Novernbarbar 14, 2008 by your representative. The testing was done In
conformance with ASTM C140 and ASTM C426 procedures. Following is the test date:
Unit
Weight
P.C.-.
Our reports pertain to the Material tested/inspected only. Information contained herein le not to
be reproduced, except in full, without prior authorization from this office.
11 there are any further questions regarding this matter, please do not hesitate to contact this
office.
Respectfully submitted,
CARLSON TESTING, INC.
Ty Toiler
Laboratory Manager ,
tt
2::1-2 9:474M1 EG: �uG;nt
63/07/2007 13:33 5036848954
•MAR -07 -2007 WED 01:29 Ph CARLSON TESTING INC. FAX N0, 5036840954
Carlson Testing, Inc. '
Main omae
P.O. Box 23814
Tigara, Oregon 01281
Phone (509) 884.3480
FAX 1509) 884.0954
`t n
Iv. 4E
•i.04
eaMm orrZco Rand Mee
4080 HudttOA Ava., NE P.C. flax 7919
Salem, OR 07301 saw, OR VMS
Mew (403) 889.1252 Pitons (541) team
FAX (809) MOMS .FAX (mil +te
February 28, 2007
T0801778.CT1
Baulks Concrete Products LLC
3299 International Place
Dupont, WA 98327
Re: Bandits Concrete Products - 2006 Miscellaneous
ASTM C140 & ASTM C426 Testing
Gentlemen:
As requested, we have completed ASTM C140 and ASTM C426 testing on nine (9) 8' smooth
face medium weloht with edmbcture(SMMWA) concrete masonry units identified as Lot 03 and
submitted to our laboratory on Novemberber 14, 2006 by your representative. The testing was
done in conformance with ASTM C140 and ASTM 0426 procedures. Following Is the test
data:
Sample
No.
1
2
3
4
5
6
7
8
9
Av :•.e
Dry Unit Moisture
Weight Weight Content %
(ibs) P.C.F. Total Abs.
33.93 124.8 74.1
33.82 124.5 81.3
33.38
123.8
84.1
33.7
124.4
73.2
5.8 7.2
5.9 7,3
8.3 7.8
Our reports pertain to the material tested/inspected only. information contained herein Is not to
be reproduced, except in full, without prior authorization from this office.
If thore are any further questions regarding this matter, please do not hesitate to contact this
office.
Respectfully submitted,
CARLSON TESTING, INC.
Ty Toiler
Laboratory Manager
tt
MINUTE MAN ANCHORS, INC.
sop wow KING STLIZILT
" °&r�
.
DESIGN & GENERAL, NOTES .
•
•
WIND - 15 PSF (70 AAPI4 'O') CAC T-25 •
COMES WITH 2010 C.B.C. 85 M.P.H. EXP. C 90 MPH So *0', Eqg GC
• SCEL BEARING . 1000 PSF
• TIE DOWN STRAP 81508 WORKING LOAD
• SEISMIC ZONE 4 CAC T -NAND 2010C.B.C. &-jL Saj41S8B Cigna.
TIE TOWN STRAPS TO BE MIN. 1114' WIPE x 0.005 THICKNESS ZINC PLATES AND
MEETASi141 D-6891
• EARTH AUGE3i5 2982I MITI psis) TO 41500 MIN.) . .
8 =1
FILE COPY
• CROSS DRIVES
•OONQRErE $LABANcHQ * 1 B )
NOM:
1. THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOW
• ON THE SIDES OF THE MANUFACTURED HOME.
2. TIE DOWNS ARE REWIRED AT EACH CHASES BEAM. EACH END OF EACH
TRANSPORTABLE 5E TON OF THE MANUFAC'iURED HOME AND CAN BE AN
OF THE TYPES SHOWN HEREIN.
& COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
& IN THE EVENT AN EARTH AUGER CANNOT BE RM.= DUE TO AN
USE OF CROSS DRIVE ANCHORS 18 PERMITTED. PROVIDED
CROSS DRNES ARE INSTALLED FOR EACH EARTH AUGER NAT CANNOT BE
INSTALLED.
B. FOR AU. 11E DOWN INSTAUATIONB, THE MFGD HOME CHASSIS MEMBERS AF
SHOWN AS •• SEWS. . FOR ILLUSTRATION PURPOSES ONLY. CHASMS BEAMS
CAN ALSO BE "C• SHAPED OR 'RFC" SHAPED.
& END TIE DOWNS CAN BE LOCATED WITHIN ?A• OF EIDER SIDE OF CHASSIS
•
•
REVIEWED FOR
. CODE COMPLIANCE
APPROVED
MAR 0 6 2012
City of Tukwii§
BUILDING DIVISION
• BEAM MS AS SHOWN. •
•
1 ,�, i a , RECEIVED
7. THE sHZE.9, TYPES, I.E11 I S, ECT. OF MATERIAL MOAN ME NNE ARE FEB MINEAUIVC LARGER LONGER HEAVER MATERIALS SUPPLIED BY M1 JT�t 2 1 2012
• PRODUCTS.. MIRY E USED AT THE 8AME SPACING a LOCATION SWAIN.
. , 8. ALL PARTS ARE STAMPED MINA. WITH Tiff APPROPRIATE PART NUMBER. �p�
9. THIS TI' o0'M WORM CAN BE USED WITH 1a WIDE MNNUFACCURLD HOME �E �T �L�6'9TER
5P-3 t - 9 THE BOTTOM OF T CHASl8: DOES 1HEr. FROiV pLADB To
10. TIE DOME STRAPS IN THE LONOITUDRAL OR TRANSVERSE ERECTION CAN BE •
BOLTED TO THE HITCH ATTAp 1MF•NT PLATE THAT S WELDED To THE CHAS BEAM..
CS
IP
+tP 715 6 -12-
bP459
T 0 0
S,LUYd 2i0Iaddas
CAI" 17,-.3 .
6898682CSZ %Vd BT :OT TTOZ /TT /TT
. INSTALLATION INSTRUCTIONS
FIRST'CHECK FOR JI IDERGRQUND UTILITY LOCATION:
EZDH EARTH AUGERS
1. SEE DETAIL TM; 8 OOKLET FOR INSTALLATION INSTRUCTIONS.
EARTH AUGERS
1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO
LEAVING APPRC K.12° OF SHAFT EXPOSED.
2. INSTALL STABIL.ZIR PLATE - DRIVE FLUSH•WITH GROUND SURFACE.
3. COMPLETE TUR 411'IG AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH
OF STABILIZER 1 )LI ATE.
CROSS DRIVE ANCHORS
MINIMIZE SOIL DISTURBANCE
WITH GROUND SURFACE AND TOP
1. CROSS DRIVES A■FE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN
ROCK OR MINIMUM 2" ASPHALT, INSTALL MMA -SD2 STADILZER PLATE, OR PLACE 12"x12'512° DEEP CONCRETE.
CONCRETE SLAB ANCHORS
1. CONCRETE SLAB 7-0 BE MINIMUM 31/2" THICK AND IN G000 CONDITION.
2. MINIMUM SLAB a1REA REQUIRED FOR EACH ANCHOR 16 28 SQ. FEET.
3. DRILL PROPER 1312 :E HOLE IN SLAS MINIMUM 12" FROM ANY EDGE.
ALL APPLICATIONS
1. ATTACH STRAP: 31'0 CHASSIS BEAM IN MANNER SHOWN.
2. INSERT STRAP "rhl ROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG.
ENDD
SEE TE novae
TIE DOWN LOCATIONS
SINGLE WIDE
END SEE ECCHART
END 11E oowN
SEE CHART
EARTI. I A UGER$
Sir I.42'I 52' 62' 73'
T MAX. NO. OF SIDE 4 5 6 7 MAX. ND. OF SIDE 3
TIE DOWNS TIE DOWNS •
NOTE: IF OBSTRI, C'rIIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2' LOCATION SHOWN
SIDE TIE G OI RNS AT 2' -0° FROM EACH END HAVE A TOLERANCE OF 111 .
M1N JTTE MAN,PRODUC1'9
USTED.HY:
DEAN C
J TIM STATE TESTING SEFMCES. M 6101 W1LfONt3 ROAD
iAl' I ON TOP MEMPHIS, TN. MR
siww LISTING NUMBERATISAI 1 PER T1E Dom SYST1 1 TO BE IDEN11F79] BY. A SRCKER PLACED ON THE STEEL STRAPS Mika OR
10 W MMtA41. 8TICICER To CONTAIN 1* FOUAWNG.
MINIUTE MAN PRODUCTS ETS 110
TRl STATE TESTING SETIMCE. INC
END TIE DOWN LISTING NO. AT IS-01
MAL LE NGTIOF
NFGD HOME
DOUBLE WIDE
TRIPLE WIDE
CROSS DRIVE ANCHORS
LENGT1 of
IFO'D HOME.
32'
DOE
CONCRETE SLAB ANCHORS
MAX. LENGTH OP
LIMO NOME
MAX NO. OF BIDE
TIE DOWNS
m
42'
50'
59' '68'
6 7
n
TIE Doves STRAPS NOTS SuppoRTPIE WRHATAl EH TOP. (SEE S HH CIWEE ATTACKED TOACHASSIS
Z00IA
SJ IVd 2IOI2E d11S
Put. L.10.4- SO4
e73 117
179981785C5Z %tad 9T :OT TTOZ /TT /TT
:.ow RE alIVIN c O CrhOI 111A14,14 RUNE 71E
0R.11. NUT
1C4836, EZDH & MMA30 1
■RTH AUGER TIE DOWq l
DRILL 9 /1B' ROLE
BEAAL INS of
V2•
4MC7 BOLT.
SEE'rEIFAM CHASSIS
FOR TIC DOWN ANCHOR
T'BEAM SHOWN, SEE
C'A: RFC'CHAS IS FOR
ENO 11E DOWN CDNNEC11ONS
EARTH AUGER TIE DOWN
"C° BEAM CHASSIS "RFC" BEAM CHASSIS
]I:NSTALLATION INSTRUCTIONS'
1. THE DRIVE MACHINCU Ili STARTED AND THE ANCHOR 1S TURNED INTO THE GROUND TO A POINT WHIG THE TOP
(STABILIZER HEAD F LP,TE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL. THIS INSURES THAT THE E-Z ANCHOR
STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION.
L FOR THE E-Z ANCHC Rd STABILIZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO
DEVIATION CREATE Z 114AN 10 DEGREES. NOTE: A SLIGHTLY 'GREATER ANGLE MAY BE USED TO START THE
ANCHOR TO AVOID I ANTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR 18 GROUND SET.
THE SPLIT BOLT IS II 4SIRRTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT MADE.
NOTE: WITH MACHM E NSTALLATION, A MINUTE -MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD
AND DRIVE MACHINI e E HAFT IS AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT
FOR E—Z ANCHOR IN ST ALLATION.
CONCRETE 'FIE DOWN
muss.
CROSS DRIVE TIE DOWN
coo
CROSS DRIVECROSS DRIVE W /STABILIZER
PLATE DETwR, d
S.LUYd HOIlIdd11S 17898I9 CSZ XVd 8T:0T TTOZ /TT /TT
FRAME CUP
t "x1" GRADE 5 BOLT
& NUT WIN WASHER
MMASD2
STA91UZER PLATE
MMA -18
CONC OR LAB
ANCH
STAE6UZATIC N PLATE
WELDED TO
ROD GUIDE
& STRAP HEAD
LACKING CLIP
PIVOT CUP MUST NOT VARY MORE
THAN 10 DEG, FRO PE RPENDICuLAR
TO BEAM.
LOCKING CUP HAS 2 -1/2" HOLES
FOR USE ON 3" OR 4" FLANGE.
HQME FRAME
MM 32 STEEL MMA -71 STEEL
' MMA -33 STRAP W /BUCKEL, STRAP W /CORNER TIE
MMA -34•
BOTTOM PLATE TOP PLATE
USE OUTSIDE HOLES FOR
- 4" FLANGES
41111/N1/4
BOTTOM PLATE
• MMA -34
LQNGITUDINAL FRAME TIE
AND CLAMP
(FOR WIND ZONE !)
CHASSIS (SEAM
USE INSIDE HOLES FOR
2" — 3" RANGES
TOP PLATE
4— rx1*' GRADE 6
MACNINE BOLTS
• 8 -dy" HIGH ST ON
WASHERS
AZTEX ANCHOR MMA -35 & MMA -35S• ((ew;vef head)
CROSS DRIVE ANCHOR CROSS DRIVE AN(:HOR •
W/ 3 /4'tc3s" RODS W/ 23/32 "400" RODS
MMA- 21OJDH MMA - 21OPDH
S4'ABIUZER CAP
,:OIi1PACTING
DISK
MMA SPLIT
BOLT & NUT
MMA 7t CORNER TIE
w/SrRAP &. RADIUS CLIP
CONNECTED ONLY TO BOLT
NEAREST TO ANCHOR
Y7x2Y4" GRADE
5 BOLT & NOT
LOCATION OF MODEL NO.
6" DIA STABILIZER
CAP
MMA 6 3/4 DH
4430 NU 3/4
%x32" DRIVE
RO(LSOIL ANCHOR
0W2 - SOIL ANCHOR
w 3/4 "x32" DRIVE ROD
MMA -91 5/8 DIA MMA -92 3/4 DIA MMA -94 3/4 ALA MMA -650 3/4 DIA 4430 DH 3/4 DIA
32-AUGER ANCHOR 32"AUGER ANCHOR •36 "AUGER ANCHOR 50 AUGER ANCHOR 30" AUGER ANCHOR
Ytw 10-05
T7 00Ie
11-1 ///0 elT /1,
SJ IVd 2IOI E3d11S 17999I92CSZ %Vd 8T :OT TTOZ /TT /TT
Section
Width
(feet)
8
10
16
1 "
1MB
18
Table 4 -1 — Minimum Pier Capacity
Frame Plus Perimeter Blocking
(Both Frame and Perimeter Blocking Required)
Roof
Live
Load
(pounds
per
square
foot)
20
30
40
20
30
40
20
40
20
30
40
20
30
40
20
30
40
Pier
Location
Frame
Perimeter
Frame
Perimeter
Frame "
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
900
600
900
700
900
900
1100
700
1100
900
1100
1100
1300
800
00
0
1300
1300
1500
900
1500
•.1200
1500
1500
1700
1100
1700
1400
1700
1700
1900
1200
1900
1600
1900
1900.
Minimum Pier Capacity (pounds)
Maximum Pier Spacing (feet)
1300
800
1300
1100
1300
1300
1700
1100
1700
1400
1700
1700
1900
1200
1900
600
1900
1900
2200
1400
2200
1800
2200
2200
2600
1600
2600
2100
2600
2600
2900
1800
2900
2400
2900
2900
1800
1100
1800
1400
1800
1800
2200
1400
2200
1800
2200
2200
2600
1600
10
2200
1400
2200
1800
2200
2200
2800
1800
2800
2300
2800
2800
3200
2000
3200
2600
3200
3200
3700
2400
3700 I
3000
3700
3700
4300
2700
4300
3500
4300
4300
4800
3100
2600 •
2100
2600
2600
3000
1900
3000
. 2400
3000
3000
3400
2200
3400
2800
3400
3400
3900
2500
'3900
3200
3900
3900
4800
3900
4800
4800
t
Table 4 -3 — Footing Size1,2
Pier Minimum Footin
Capacity
(pounds.)
600
800
1000
1500 WO
2000
2500
3000
3500
4000
4500
5000
5500
6000
6500
7000
7500
8000
8500
9000
10000
11000
12000
13000
14000
15000
16000
17000
18000
19000
NOTE —
1000 . sf3
9x9
11x11
12 x 12
15 x 15,, „00
17x 'l
19 x 19
21 x 21
22x22
24 x 24
25 x 25
27x27
28 x 28
29 x 29
31 x 31
32 x 32
33 x 33
34x34
35 x 35
36 x 36
38 x 38
40 x 40
. 42 x 42
43 x 43
45 x 45
46 x 46
48x48
49 x 49
51 x 51
52 x 52
Size or E
ual Area inches
Soil Ca•aci
1500 i sf3
2000 i sf3
4000 i sf3
8x8
9x9
10x10
12 x 12
14 x 14
15 x 15
17x 17
18 x 18
20 x 20
21 x 21
22x22
23 x 23
24 x 24
25x25
26 x 26
27x27
28 x 28
29 x 29
29 x 29
31 x 31
32 x 32
34x34
35 x 35
37 x 37
38x38
39 x 39
40 x 40
42 x 42
43 x 43
7x7
8x8
8x8
10 x 10
12 x 12
13 x 13
15 x 15
16 x 16
17x 17
18 x 18
19 x 19
20 x 20
21 x 21
22 x 22
22 x 22
23 x 23
24 x 24
25 x 25
25 x 25
27x27
28 x 28
29 x 29
31 x 31
32 x 32
33 x 33
34x34
35 x 35
36 x 36
37 x 37
5x5
5x5
6x6
7x7
8x8
10 x 10
11 x 11
12 x 12
13 x 13
13 x 13
14 x 14
15 x 15
15 x 15
16 x 16
16 x 16
17 x 17
17 x 17
18 x 18
19 x 19
20 x 20
21 x 21
22x22
22x22
23 x 23
24 x 24
25 x 25
25 x 25
26 x 26
1. The footing sizes shown are for square pads and are .based on the area (square inches) required for the
bad. Other footing
inches) is equal to or greater than the ca f square footing shown in the be table. For For exadmple, a 12 pinch x
22-inch (264- square -inch) footing may be used in place of a 16 -inch x 16 -inch (256- square -inch) footing. Also,
two 12 -inch x 24 -inch pads may be used in plaCe of one 24 -inch x 24 -inch pad.
2. Local regulations may require design verification by an engineer.
3. 'psf — pounds per square foot
Table 3 -1 - General Description of Soils
Soil Type
Based on the unified classification
system
Allowable Pressure
(pounds per square foot)
No allowances made for overburden
pressure,' embedment depth, water table
hei . ht or settlement • robiems
Rock or hard • an
Sand • ravel and • ravel
Sand; silty sand, clayey sand, silty
• ravel, or cla e • ravel
Clay, sandy clay, silty clay, or clayey
silt
Uncom • acted fill
NOTE —
1. To be used only when none of the following is available: soils investigation and analysis of the site;
compliance with the local building code; and evaluation by a registered professional engineer, architect, or
building official.
2. Hereafter, the words • engineer' or architect" shall.refer to a registered professional engineer or architect.
Frame Clamp
with Strap
FRAME TIE TO ANCHOR
Manufactured Home
1 Beam
Frame
Ground Level
If this angle exceeds 45 °, frame damp with strap must be
added to the opposite beam as indicated by the dotted lines.
Proper earth anchor with stabilizer for soil condition
(or approved altemate i.e. E -Z Anchor)
FRAME TIE INSTALLATION INSTRUCTIONS
Frame Tie With Buckle
Single Slot Buckle With Strap
Frame Tie With Hook
Test Probe
' Value
NA
itt•
1.
2
411‘
II
45
•
�gv,rTt.J'
I.
551 in. lbs.
Up
44300H
6500H
4430 EZDH
4636 EZDH
636 EZDH
GW-2
1 Y Stabilizer Plate
Nu- Concept Stabilizer Cap
3
.1�
24 -39
�I
A *New
�
12 S 1Izer Platte
Nu- Concept Stabilizer Cap
4(a)
Thread sad= length of hams de Nap
through bameaaanam.
n.w.
276 to 350
in. lbs.
Nei ahead bma end of Nap between
hams and Poor of Moe. Bring Nap
around frame and back [Haugh TWITS Rs
Crown kr pbgram and fasten m anchor
Mad.
Diagram d naming strap h pootbn around
Woughbudde. Ina fmponantto
mowed 0wckhommetes •
I_
i
=
=.
12 -17
e
3.
Enlarged View o
Frame Beath
Attach Fame flange
frame Bring sir pf tame
blame. Place Wap between
pane and home ai Miami
sketch. Pull strap tight and
attach to anchor tension head.
Enlarged view of
Frame Beam
Place budded top efanchorstoeof
[ears. pass strap around beam and
through aside. Pass strap back
around beam and hrough budde to
anchor. Strapw4wrap beam twice.
Remove all slack from system.
4
Non: Use or a IMgle budge b
Note: alternate. .n
•
"SUGGESTED RECOMMENDATIONS WHEN USING
CRIMPING SEALS"
The strap must be Identified " MINUTE MAN ANCHORS INC. CERTIFIED ANSI
225.1 AND ASTM 03953."
2. WHEN EXTENDING OR SPUCING TWO STRAPS, OVER LAP APPROX. 6', 115E IWO
SEALS FULLY CRIMPING EACH SEAL TWICE TO BOTH STRAPS •
3. WHEN STRAPPING TO AN APPU NCE SUCH AS SLOT IN A VERIICLE TIE OR A
HOOKOR'A BUCKLE WE SUGGEST THAT YOU USE A SHORT PIECE OF STRAP
(RADIUS CL1P) BENT 180 degrees IN DIRECT CONTACT WITH THE APPUANCE.
pis w0 act as o cushion, reinforce and prevent sharp bends in the strap.(
NEXT INSERT THE STRAP BENDING R OVER 180 degrees BACK TO THE STRAP
USING ONE SEAL PLACE BOTH STRAPS INTO SEAL AND CRIMP TWICE.
4. SEALS MUST ALWAYS BE CRIMPED TWICE.
PLEASE NOTE: IWO SEALS REQUIRED WHEN SPLICING IWO STRAPS. ONE SEAL
WHEN BENDING 180 degrees.
Inane vow MUM e/saaaa a.w
M US cm 1144.0.033
ZDC RSV. WETS NM cacti
AND asTk 02953 GU
SOL 1-144 • aOM a e-3n6
AS= 0395.1
18.
E-Z ANCHOR INSTALLATION METHOD
Note: With machine installation- e 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.
E-2 Anchors area patented Item.
1. MACHINE INSTALLATION
The drive machine is started and the anchor
is tumed into the ground to a point where the
top (stabilizer head plate) is flush with or
slightly below ground level. This assures that
the E -Z Anchor Stabilizer will be at its
required installation position. See Figure A.
To achieve full potential, install the E -2
Anchor vertically. A 10° deviation from
vertical is acceptable. See Figure A.
Note: A slightly greater angle may be used to start
enchor to avoid contact with the home and
straightened as anchor is ground set. The spltboll is
inserted, strap is fastened, and tightening adjustment
made.
E -Z Anchor caries U.S. Patents and
manufacture is exclusive to Minute -Man
Anchors, Inc.
2. STANDARDS FOR INSTALLATION
• E -Z Anchors and all components are to
be installed per manufacturer's
instructions.
• E -Z Anchors are approved for designated
Soil Class III, IV.
• E -Z Anchor working load capacity is
3,150 pounds for a single tie or the load
of (2) ties combined.. See Figure B.
• Consult manufactured home set up
instructions for number of frame tie
downs, over the roof tie downs and tie
down spacing.
• Proper site preparation requires removal
of grass and sod prior to installation.
riFigureA "t?!5 'We
Figure BY • .x
For additional information, copies of engineering test(0) and report.
Contact Minute-Man Anchors, Inc.
CONCRETE ANCHOR INSTALLATION INSTRUCTIONS
210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR
rise
DOME ICAD aM ANCHOR
INICHOR
Nara SCALE
DLLS MVO
1°enrno w wro=emuca • r
2. S,% nm°Cn,.0 Nro°a•4723 e
1 0000 0160 0
3 war MOM
vw :ui
wmv°7eKy1r
NOTE:
Your set must be designed by o
Registered Professional Engineer if
the location is within 1500 feet of
the coastline.
The allowable worldng bad on
concrete anchor models 210 PDH,
THDHLS, and 210 JDH Is 3,150
pounds vertical for single or double
ties In 3,000 PS concrete. There
must be a rrninlrnnum 4" of dLstance
from the edge of the concrete to
the center of the anchor shaft.
Revised 3.14 -07
ewaeb,..wM
Nr
or a6 mrbe._ •
IRO, MR 0494
Nte.uvaax MAD w./so CA • •772n
AID) 0.900029.0071
2 uarAMAUMAMA
rase .mss.
OSA
MAX
M1whe
aeNU[RnaII
I Nu
,r0w4 Mawr ACM (020
No
MVO
214.41m969 w.oawa No
MAU M• W. PAW W
210 JDH CONCRETE ANCHOR
DOM KW AM A9009 NO -
err am - III'.
UN CUM SaWan ANCga
MOA0RE$ aa'QOM
-
imam
•
MANNAR r°ua
4, .eraf: ktM 42
MGM Mora Anchors, Inc.
INSTALIATION
NU- CONCEPT ANCHOR CLASS 3 &4
Potent laenm'o
The Nu- Concept Anchor combines 0 patented elongated hole in the tension head with
a stabilizing and compaction cap. When combined with a grade 5 bolt, the anchor we
rotate in ail directions allowing adjustment to uneven terrain. Under bad condltlons the
cap, rotates down ward In the direction of the pull. causing a double compaction of the
soil and laterally restricts movement of anchor through the sop.
1. Attach stabilized compaction cap to the tension head of the anchor. This is done by sliding
the cap over the top of the tension head. aligning 9/32• holes in cap with 1/4" elongated
hole in tension head. Insert 1/4' x 2-1/4", grade 5 bait (fncludedl. Hand tighten. Cop must
be installed al anytime priortoground contact. Figure A Figure
See CapRgrseA and Tension Head Figure 8. path
aim I
IBosoW
0 CI
I1. The Drive Machine B stated and the
anchor is turned into the ground to a point
where the bottom of the tension head is at
or slightly below ground level. This insures
maximum sop compression by the cap.
See Figure C. Erglneered to allow grand
anchor to be L utuaed at a slight back angle
0115°
III. Anchor is Ire - loaded. Pre -load causes
the cap to rotate downward In the
direction of pia, further compacting the
soil and presenting o larger surface
area, resisting both horizontal and
vertical movement. See Figure D.
When used with rigid support tubes.
rather than strap systems, pre - loading Is
not required.
Note: A special adapter is available to Insure against tension head and bolt damage.
6.
New Minute Man 12 3oist Brace
• Ideal far Npy0dn• sticks dome and eineaw.,
heavy Manch fish tank; or waterbed.
• Odtaq one 05 010 doe Mb most
homes
• W0 not bend I•beam°or spilt rim pattReoat-
aigge ram do
• mate ham the aremd up to the dm Mat for
sewRer and raw stab* sspmt mdv ors
home.
INSTALLATION INSTRUCTIONS
fl a, not m ore ¢ Jnat Barr to Ababa am
. U0 pel repaired M Me nm,e meadaa0er.Q
labs Blacee'mabrmv wolfing b,db 1.500 Os
1. Damn= to mmjuds sea hat needs 00aaq
2. Remote turf to expose lh0 s0 at each0JO0 grace
=Mos Ream vdaen a b d Irene e b 00
dearer= for sktranp imams must ben 16090.10
wash leas maemmaer, date cock, 0000 cones
and fns awe es slit mos apply.
I. llama RAM= ham M a 00¢009 00 kat= M
�@ Square ad pip IS OAe r lea than oeas°ed
4. Ten nut m weeded rod op to T plato. Pace r
t6 Mc EC wace Jest Tub.
5. Canter la 1o0t trace under he rim just am n the
center a fmtkq 0a yore *ea to be sae he brace
s venial
6. Abbra nut m T pip to apply de0red pasa°e to
Ma do last Sallie T top to ran pis wan 2 -0
10 nasaw 2. 010- 0 r mess h Ms prpd0.t
TM Mahn= safe MPH/anent between the
top of tube Is
Inches.
DESIGN WIND -LOAD ZONES:
- "zo Zo ne I
o
Zone Zone III
Zone III Zone II
Zone II ��Zone II
"No:A ■l� _ .Zone I I z( leo, ■1
AKJ� 0 O
RR11 HI
Zone III Zone III
Source: Manufactured Home Construction and Solely
Standards - Part 3280.305
Design Wind -Load Zones:
Standard Wind Zone I 15 pd Horizontal 9 psi sp0e•
Hurricane
Hurricane
Zone 0 :39 pat Hodoont l 27 pal =pea
Zone III 547 pa1 Horizontal 32 pd mat
"net vp15
Not: pet: ponds per square foot
Note: Prior to installation, refer to any local. state and federal regulations. 00 assure proper compliance.
Sop fest probe the anchor location in order to match me eon classification with the proper anchor
INSTRUCTIONS FOR USING
Iteinate /Vita anchors, MOBILE HOME PIERS
ru ww,.em717 6
.11929A00.02.2310 4mreio°mawnnaon
1ahrprNCaJo
ge m mroa=PRA
The manufactured home shall be installed and
leveled by qualified contracting personnel who
are acceptable and licensed by the governing
authority. Minute Man piers are designed to
SUPPORT mobile homes and are not to be
used for raising or lowering the home.
Minute Man piers should be placed dltectty
under the main support frames on both sides
of the home spaced In accordance with the
home manufacturer's Instructions.
MINUTE MAN PIER SET-UP PROCEDURES
Desgned and mambo-lured tot Ise 13del mobile and manufactured hates and commercial shckaes
the °ppee pier Is best salted to a dry ern0arment. MhMe Mon piers are not recommended fa tae
MOM 1 500 foot 010 Coastline a h m aPpacatbn where he base of the pier would be mlme,sed
wale. AZ support Bien mat be wooed to me l-beans with an =predate des head. to prevent
horizontal movement
2 Use hydraulic lacks a other 0Aable devices to level the chassis bean of the tom10. Be sure to use
sufficient jocks and safety docking to lately support the hone before instating 03pat deli Level Me
chases using a water level or Ohm leveling device is aca2aay Ater the Chassis s 'meted Iona
hydraulic locks and levers You may begin to instal the support plea
3 Using the appropriate pier for the installation. determine the der height that will be best for each hovlord
der location and insure that he height to me bottom of the chassis beans no greater than 36 hakes.
bare that the pier caps ore appropriate fa the type of chassis beam a to the marriage hie.
4 Prepare a level srfaCe at the 0000000 of coal peer. Use 500010 band a grovel. P necessary to prepon
the surface so as to have to contact to the tooting pad. The 00000 d the footing pad needs to be
IVOO enough to insure that the base of the appal pier does not come into contact with ay drainage
water shpt may be present under ore home. Do not set a tooting pod on organic material. Use the
apptapfae type and she of footing pod for the toad required. Refer to the hone manufacturers
hstallabn manual for specific bads and footing saes: aid to the gover erg authority h the brae h
wrath you ore hstaerg.
5 locate the support pier on the footing pad. mating Certain to tamer the support der on the der pad.
Where mailed by toad Code. sacra° fie support pier to the tooling pad with apypp6010 fasteners. h no
Wm ore you to Wend the tYeoded rod adder more than 2 inches. When more height s needea use
Me next taller size support peer. Carefully align to support pier under the chassis beam a marriage Ire
and instal the peer head. lighten and snug tut one -far turn
e Repeat this h0aaaton process with each plat. After 0e support plea are hewed. you may then remove
Ina solely bbclag and hydraulic racks used to htibty level the chases.
8.
For tie down strap and anchor spacing. See the Mobile Home
Manufacturers Installation Manual. Each state, county or municipality
may require a specific anchor from the groups shown for each soil
classification. Check local regulations before Installation.
Note:
. Son test probe the anchor location in order to match the proper anchor with the sod classification.
. Stabilizer plates or certified stabilizing device must be used with anchors when anchors we used to resist
horizontal forces.
. The distance from the end of the horn to the first anchor must not exceed 2'- 0'.
. All homes located M Wind Zones!) and 1l1 must have a vertical tie installed at each diagonal fie location.
SOIL CIA
Soil
Class
1
Soil
Description
Sound hard rock
Blow Count
(ASTM 01586)
NA
Test Probe
' Value
NA
Recommended
Minute Man Anchor
Cross Drive or Rock Anchor
Stabilizer Head
•I ,�M1'i:jjr.ir
MAX
f,�
45
•
�gv,rTt.J'
I.
Figure BY • .x
For additional information, copies of engineering test(0) and report.
Contact Minute-Man Anchors, Inc.
CONCRETE ANCHOR INSTALLATION INSTRUCTIONS
210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR
rise
DOME ICAD aM ANCHOR
INICHOR
Nara SCALE
DLLS MVO
1°enrno w wro=emuca • r
2. S,% nm°Cn,.0 Nro°a•4723 e
1 0000 0160 0
3 war MOM
vw :ui
wmv°7eKy1r
NOTE:
Your set must be designed by o
Registered Professional Engineer if
the location is within 1500 feet of
the coastline.
The allowable worldng bad on
concrete anchor models 210 PDH,
THDHLS, and 210 JDH Is 3,150
pounds vertical for single or double
ties In 3,000 PS concrete. There
must be a rrninlrnnum 4" of dLstance
from the edge of the concrete to
the center of the anchor shaft.
Revised 3.14 -07
ewaeb,..wM
Nr
or a6 mrbe._ •
IRO, MR 0494
Nte.uvaax MAD w./so CA • •772n
AID) 0.900029.0071
2 uarAMAUMAMA
rase .mss.
OSA
MAX
M1whe
aeNU[RnaII
I Nu
,r0w4 Mawr ACM (020
No
MVO
214.41m969 w.oawa No
MAU M• W. PAW W
210 JDH CONCRETE ANCHOR
DOM KW AM A9009 NO -
err am - III'.
UN CUM SaWan ANCga
MOA0RE$ aa'QOM
-
imam
•
MANNAR r°ua
4, .eraf: ktM 42
MGM Mora Anchors, Inc.
INSTALIATION
NU- CONCEPT ANCHOR CLASS 3 &4
Potent laenm'o
The Nu- Concept Anchor combines 0 patented elongated hole in the tension head with
a stabilizing and compaction cap. When combined with a grade 5 bolt, the anchor we
rotate in ail directions allowing adjustment to uneven terrain. Under bad condltlons the
cap, rotates down ward In the direction of the pull. causing a double compaction of the
soil and laterally restricts movement of anchor through the sop.
1. Attach stabilized compaction cap to the tension head of the anchor. This is done by sliding
the cap over the top of the tension head. aligning 9/32• holes in cap with 1/4" elongated
hole in tension head. Insert 1/4' x 2-1/4", grade 5 bait (fncludedl. Hand tighten. Cop must
be installed al anytime priortoground contact. Figure A Figure
See CapRgrseA and Tension Head Figure 8. path
aim I
IBosoW
0 CI
I1. The Drive Machine B stated and the
anchor is turned into the ground to a point
where the bottom of the tension head is at
or slightly below ground level. This insures
maximum sop compression by the cap.
See Figure C. Erglneered to allow grand
anchor to be L utuaed at a slight back angle
0115°
III. Anchor is Ire - loaded. Pre -load causes
the cap to rotate downward In the
direction of pia, further compacting the
soil and presenting o larger surface
area, resisting both horizontal and
vertical movement. See Figure D.
When used with rigid support tubes.
rather than strap systems, pre - loading Is
not required.
Note: A special adapter is available to Insure against tension head and bolt damage.
6.
New Minute Man 12 3oist Brace
• Ideal far Npy0dn• sticks dome and eineaw.,
heavy Manch fish tank; or waterbed.
• Odtaq one 05 010 doe Mb most
homes
• W0 not bend I•beam°or spilt rim pattReoat-
aigge ram do
• mate ham the aremd up to the dm Mat for
sewRer and raw stab* sspmt mdv ors
home.
INSTALLATION INSTRUCTIONS
fl a, not m ore ¢ Jnat Barr to Ababa am
. U0 pel repaired M Me nm,e meadaa0er.Q
labs Blacee'mabrmv wolfing b,db 1.500 Os
1. Damn= to mmjuds sea hat needs 00aaq
2. Remote turf to expose lh0 s0 at each0JO0 grace
=Mos Ream vdaen a b d Irene e b 00
dearer= for sktranp imams must ben 16090.10
wash leas maemmaer, date cock, 0000 cones
and fns awe es slit mos apply.
I. llama RAM= ham M a 00¢009 00 kat= M
�@ Square ad pip IS OAe r lea than oeas°ed
4. Ten nut m weeded rod op to T plato. Pace r
t6 Mc EC wace Jest Tub.
5. Canter la 1o0t trace under he rim just am n the
center a fmtkq 0a yore *ea to be sae he brace
s venial
6. Abbra nut m T pip to apply de0red pasa°e to
Ma do last Sallie T top to ran pis wan 2 -0
10 nasaw 2. 010- 0 r mess h Ms prpd0.t
TM Mahn= safe MPH/anent between the
top of tube Is
Inches.
DESIGN WIND -LOAD ZONES:
- "zo Zo ne I
o
Zone Zone III
Zone III Zone II
Zone II ��Zone II
"No:A ■l� _ .Zone I I z( leo, ■1
AKJ� 0 O
RR11 HI
Zone III Zone III
Source: Manufactured Home Construction and Solely
Standards - Part 3280.305
Design Wind -Load Zones:
Standard Wind Zone I 15 pd Horizontal 9 psi sp0e•
Hurricane
Hurricane
Zone 0 :39 pat Hodoont l 27 pal =pea
Zone III 547 pa1 Horizontal 32 pd mat
"net vp15
Not: pet: ponds per square foot
Note: Prior to installation, refer to any local. state and federal regulations. 00 assure proper compliance.
Sop fest probe the anchor location in order to match me eon classification with the proper anchor
INSTRUCTIONS FOR USING
Iteinate /Vita anchors, MOBILE HOME PIERS
ru ww,.em717 6
.11929A00.02.2310 4mreio°mawnnaon
1ahrprNCaJo
ge m mroa=PRA
The manufactured home shall be installed and
leveled by qualified contracting personnel who
are acceptable and licensed by the governing
authority. Minute Man piers are designed to
SUPPORT mobile homes and are not to be
used for raising or lowering the home.
Minute Man piers should be placed dltectty
under the main support frames on both sides
of the home spaced In accordance with the
home manufacturer's Instructions.
MINUTE MAN PIER SET-UP PROCEDURES
Desgned and mambo-lured tot Ise 13del mobile and manufactured hates and commercial shckaes
the °ppee pier Is best salted to a dry ern0arment. MhMe Mon piers are not recommended fa tae
MOM 1 500 foot 010 Coastline a h m aPpacatbn where he base of the pier would be mlme,sed
wale. AZ support Bien mat be wooed to me l-beans with an =predate des head. to prevent
horizontal movement
2 Use hydraulic lacks a other 0Aable devices to level the chassis bean of the tom10. Be sure to use
sufficient jocks and safety docking to lately support the hone before instating 03pat deli Level Me
chases using a water level or Ohm leveling device is aca2aay Ater the Chassis s 'meted Iona
hydraulic locks and levers You may begin to instal the support plea
3 Using the appropriate pier for the installation. determine the der height that will be best for each hovlord
der location and insure that he height to me bottom of the chassis beans no greater than 36 hakes.
bare that the pier caps ore appropriate fa the type of chassis beam a to the marriage hie.
4 Prepare a level srfaCe at the 0000000 of coal peer. Use 500010 band a grovel. P necessary to prepon
the surface so as to have to contact to the tooting pad. The 00000 d the footing pad needs to be
IVOO enough to insure that the base of the appal pier does not come into contact with ay drainage
water shpt may be present under ore home. Do not set a tooting pod on organic material. Use the
apptapfae type and she of footing pod for the toad required. Refer to the hone manufacturers
hstallabn manual for specific bads and footing saes: aid to the gover erg authority h the brae h
wrath you ore hstaerg.
5 locate the support pier on the footing pad. mating Certain to tamer the support der on the der pad.
Where mailed by toad Code. sacra° fie support pier to the tooling pad with apypp6010 fasteners. h no
Wm ore you to Wend the tYeoded rod adder more than 2 inches. When more height s needea use
Me next taller size support peer. Carefully align to support pier under the chassis beam a marriage Ire
and instal the peer head. lighten and snug tut one -far turn
e Repeat this h0aaaton process with each plat. After 0e support plea are hewed. you may then remove
Ina solely bbclag and hydraulic racks used to htibty level the chases.
8.
For tie down strap and anchor spacing. See the Mobile Home
Manufacturers Installation Manual. Each state, county or municipality
may require a specific anchor from the groups shown for each soil
classification. Check local regulations before Installation.
Note:
. Son test probe the anchor location in order to match the proper anchor with the sod classification.
. Stabilizer plates or certified stabilizing device must be used with anchors when anchors we used to resist
horizontal forces.
. The distance from the end of the horn to the first anchor must not exceed 2'- 0'.
. All homes located M Wind Zones!) and 1l1 must have a vertical tie installed at each diagonal fie location.
SOIL CIA
Soil
Class
1
Soil
Description
Sound hard rock
Blow Count
(ASTM 01586)
NA
Test Probe
' Value
NA
Recommended
Minute Man Anchor
Cross Drive or Rock Anchor
2
Very dense 8/or
cemented sands,
coarse gravel
and cobbles,
caliche,
preioaded silts,
and clays.
40-Up
551 in. lbs.
Up
44300H
6500H
4430 EZDH
4636 EZDH
636 EZDH
GW-2
1 Y Stabilizer Plate
Nu- Concept Stabilizer Cap
3
Medium dense
coarse sands,
sandy gravels,
very stiff silts,
and clays.
24 -39
351 to 550
in. lbs.
636 01-1 4430 EZDH
650DH 636 EZDH
4430011 4636 EZDH
4636 D EZDH
12 S 1Izer Platte
Nu- Concept Stabilizer Cap
4(a)
Loose to medium
dense sands, firm
to stiff clays and
silts alluvial fill.
18 -23,3
276 to 350
in. lbs.
6 DH
650DH
4636 EZDH
4636 NU Concept Stabilizer Cap
12" Stabilizer Plate
4(b)
VERY loose to
medium dense
sands, firm to stiff
Gays and silts,
alluvial fill.
12 -17
175 to 275
in. lbs.
760DH
860DH
10600H
17" Stabilizer Plate
Remember. 0005 sate, country or municipality may require a specific anchor from the groups shown for each
soil classification. Check local regulations first Soils esa than 4B, see home manufacturer's Instructions.
Note: Many anchors we designed for particular soil oondlbon(s) and are unacceptable for use h other type sons.
We have fisted the sons for which each anchor Is designed end appmved. Son classifications are taken from the
standard for me mstaaation on mobile homes'. Part 3280 each anchor model listed has been tested by an
independent professional engineer to meet ANSI A225.1 and ASTM 03953.91 codes.
Revised 3114/07
Frame Clamp
with Strap
FRAME TIE TO ANCHOR
Manufactured Home
r
+ *, eam
Frame
jr- Ground Level
-If this angle exceeds 450, frame damp with strap must be
added to the opposite beam as indicated by the dotted lines.
Proper earth anchor with stabilizer for soil condition
(or approved altemate i.e. E -Z Anchor)
FRAME TIE INSTALLATION INSTRUCTIONS
Frame Tie With Buckle
Single Slot Buckle With Strap
Frame Tie With Hook
- ,
Recommended
Minute Man Anchor
Cross Drive or Rock Anchor
2
gle
_ Stabilizer Head
. , ...
w` -�
tiitilil
4430DH
65001-1
4430 EZDH 4636 EZDH
636 EZDH.
Gw -2
1Y Stabilizer Plate
Nu- Concept Stabilizer Cap
3
Medium dense
coarse sands,
sandy gravels,
very stiff silts,
and clays.
24 -39
351 to 550
in. lbs.
(
�
,1
18 -23,3
Tend mmc.m length of trams Ile strap
through buckle ashown.
It`
.w..
4(b)
VERY loose to
medium dense
sands, firm to stiff
clays and silts,
alluvial fill.
frame and p y g,yp strap
around name and beck through woad m
Nom in Obpram and tastes to MOW
Md.
Diagram dwab9 strap in maim around
frame and through bolder. 0b Important to
room all sackfran ayuem.
Enlarged View of
Frame Beam
Attach Frame damp (Hook)
01.108 top nano M from.
frame. Bring strap around
ham.. PWCe seep between
frame are home as shown in
sketch. Pug strap tight and
attach to anchor tension head.
760DH
860DH
1060DH
17' Stabilizer Plate
)� --
li
i1
r_,
3
Enlarged View of
Frame Beam
Place buckle at top of anchor sideof
beam, peas soap 8,0.00 beam end
threugh buckle. Pass strap back
around beam end through bWWe to
anchor. Strap will wmp beam oece.
Remove all stack from system.
Nob: Ur of • •09• buck,. b .n
eppmpdeb alternate.
"SUGGESTED RECOMMENDATIONS WHEN USING
CRIMPING SEALS"
1. the strap must be identified 'MINUTE MAN ANCHORS INC. CERTIFIED ANSI
225.1 AND ASTM 03953.'
2. WHEN EXTENDING OR SAUCING 1WO STRAPS, OVER LAP APPROX. 6'. USE TWO
SEALS FULLY CRIMPING EACH SEAL TWICE TO 8011-1 STRAPS.
3. WHEN STRAPPING TO AN APPUANCE SUCH AS SLOT IN A VERTICLE TB: OR A
HOOK OR A BUCKLE WE SUGGEST THAT YOU USE A SHORT P1ECE OF STRAP
(RADIUS CUP) BENT 180 degrees IN DIRECT CONTACT WM-I THE APPUANCE.
(This will act as a cushion, reinforce and prevent sharp bends in the strap.)
NEXT INSERT THE STRAP BENDING IT OVER 180 degrees BACK TO THE STRAP.
USING ONE SEAL PLACE BOTH STRAPS INTO SEAL AND CRIMP TWICE.
4. SEALS MUST ALWAYS BE CRIMPED TWICE.
5. PLEASE NOTE: TWO SEALS REQUIRED WHEN SAUCING TWO STRAPS. ONE SEAL
WHEN BENDING 180 degrees.
Reused 3/14/07
18.
E-Z ANCHOR INSTALLATION METHOD
Note: With machine installation. a Minute -Man adapter designed to fit both the anchor head and dare machine
shaft is available. Installers do not need additional or special equipment for E -Z Anchor Installation
EZ Anchors are a patented Item.
1. MACHINE INSTALLATION
The drive machine is started and the anchor
is fumed into the ground to a point where the
top (stabilizer head plate) is flush with or
slightly below ground level. This assures that
the E -Z Anchor Stabilizer will be at its
required installation position. See Figure A.
To achieve full potential, install the E -Z
Anchor vertically. A 100 deviation from
vertical is acceptable. See Figure A.
Note: A slightly greater angle may be used to shut
anchor to avoid contact with the home and
straightened as anchor Is ground seL The spltlboll is
inserted, strap is fastened, and tightening adjustment
made.
E -Z Anchor carries U.S. Patents and
manufacture Is exclusive to Minute -Man
Anchors, Inc.
2. STANDARDS FOR INSTALLATION
• E -Z Anchors and all components are to
be installed per manufacturer's
instructions.
• E -Z Anchors are approved for designated
Soil Class III, IV.
• E -Z Anchor working load capacity is
3,150 pounds for a single tie or the load
of (2) ties combined.. See Figure B.
• Consult manufactured home set up
instructions for number of frame tie
downs, over the roof tie downs and tie
down spacing.
• Proper site preparation requires removal
of grass and sod prior to installation.
:�s><; :?FgoreA'':P4 - -:. oWS
• t c rw ,y}aFlgufe B•
For additional information, copies of engineering testis) and report,
Contact Minute -Man Anchors. Inc.
CONCRETE ANCHOR INSTALLATION INSTRUCTIONS
210 PDH CONCRETE ANCHOR
60100E HEAD 9..0 AMOCO
mar l° SCALE
€ uwciwn
Weal' HDR00 ygy
SOAP INGLEOF 15' 1S „
THDHLS CONCRETE ANCHOR
- rrw -1
COALE ""
inn
MEL
I
1a94144041. LOW rmroo.•.tae
wa ea191910413
1 uereM pY aealrt
LY•mu.
t/9/41.
•9L
11 WAX 0940.11
NOTE:
Your set must be designed by a
Registered Professional Engineer If
the location is within 1500 feet al
the coostline.
The allowable working load on
concrete anchor models 210 PDH,
THDHLS, and 210 JDH is 3.150
pounds vertical for single or double
ties in 3,000 P5) concrete. There
must be a mINmum 4- of distance
from the edge 01 the concrete to
the center of the anchor shaft.
Revised 3 -14 -07
OWv17.1IV rw
MVemECM ' YOU 4 MOH
.0=v8arx1O0n61waoaa • sine
Z.ho.ramwwmhaou
ma.
A' • mu.
1.04019.0. le
199904rl sod
Oil 2149. pups haE eREY LOGE a 10E4
era
041371 1061.0
2. RM. moron wo CO/ S 40
9399 - CF. 9041, soh
210 JDH CONCRETE ANCHOR
DOME wp era yraa 210 a -
tram - I�.
rood. comsat -
la xallbt•t 0PDRWOIT muD10a
AMMO RE.awloE radaG -
9.
•
nAMIlat N= aF2u e1
4.
Meade M4 t Anchors, inc.
INSTALLATION NU- CONCEPT ANCHOR CLASS 3 &4
Patent Panting
The Nu- Concept Anchor combines a patented elongated hole in the tension head with
a stabilizing and compaction cap. When combined with o grade 5 bolt, the anchor Wilt
rotate In all directions allowing adjustment to uneven terrain. Under toad conditions the
cap, rotates down ward In the direction of the pull, causing a double compaction of the
soft and laterally restricts movement of anchor through the soft.
1. Attach stabilized compaction cop to the tension head of the anchor. this Is done by sliding
the cap over the top of the tension head, aligning 9/32' holes In cap with 1/4- elongated
hole In tenstOn head. Insert 1/4' x 2 -1/4'. grade 5 boo lk ed). Hand tighten. Cap must
be installed at anytime prlottogroundcontact Ague1
See Cap FfgtaeA and Tension Head Rgure i non
aEfal I
III, Anchor Is pre - loaded. Pre-load causes
the cap to rotate downward in the
direction of pull. bother compacting the
soil and presenting a larger surface
area. resisting both horizontal and
vertical movement. See Figure D.
When used with rigid SuDPOrt tubes.
rather than strap systems. pre- IOadlng is
not requtled.
I !Vise B
la a
0
II. The Dive Machine is started and the
anchor Is turned Into the ground to a point
where the bottom of the tension head Ls at
or lightly below ground loved. This Insures
maximtun soft compression by the cap.
See Ftgtae C. Engineered to allow ground
anchorto be Installed at slight back angle
of 15°
Note: A Sp00lal adapters available to Insure against tension head and batr domage
6.
New Minute Man EZ Joist Brace
• Weal for supporting add1 doors and windows,
bow pbtea, fish tank* ow.embds.
• Et to was oreer adjustable ma Ma most
heaves
• wad not bend 1 -beans or rya &e Jost aka out-
date.= cea 0l.
• scam from the wooed up to tee ren jest for
ab"rpr oa Iona male oppent ado the
sow
INSTALLATION INSTRUCTIONS
awl Do not use a. EZ Zia 0 ny02 an
dl. kliMt Pray rooted ay the Ione,n.sdae r.
Joist Snooze ake= wererag Ead is 1,50010s.
1 Determine the On joist area tlat needs eracelg.
2. Recro that to Mole e n st eon IZjde Bum
town 90*9 and ae boo tiredly under looted bade perisrator to Mow
don �r.r *Otto roobLp nob be in ono
rib bow rmaachaec sae aides, foci cede;
and host One %Mahone they ney eppM.
1 Measure trance ban 00 d fpmh9 to bottom d
Ott Square cut trio el brae 1- b than ewassed
aanm
1. Iron rot a threaded red W to T Mate. Race r
bps into EZ tram Mantua
5. Cater 1kat Ewe under tw ern MOrdnthe
marl !m em we per eve' to be en ee brace
is meat
6. Mask rut o 'T' tap b vary Maid prCwre to
awn rim 09. Seca T tap to rim pet wsh2 -.
lords o 2-8 la• s 2. 929903 In t*0 roMded.
The ntammm ate uneaten* bowmen the
Wp of T bap pale ad lap of tube b 2 w
Inches.
DESIGN WIND -LOAD ZONES:
h Zo ned
411111111111kit `,�� Zone II
�� Zone l
Willabiler Zone
Zone III
%11111111Millkire Zone IIne
i 4e
AK J Zone III
.._ ' Zone II
-a Zone I
HI
,......./, -• Zone III Zone III
Source: Manufactured Home Construction old Safety
Standards- Fart 3280.305
Zone II
Zone III
Design Wind -Load Zones:
Standard Wlnd Zone 1 15 pal Horizontal 9 psi uplift.
Hurricane Zone tl 239 par Harlm0W 27 pat man
Haman Zone ill •7 ps10afmntal 32 psi wet
'net 0pert
Noe: pet ponds per square loot
Note: Prior to installation, refer to any local. sate and federal regulations, b e3soe proper compliance.
Soil test probe the ands location In order b match the sod dass,fication with the proper anchor
INSTRUCTIONS FOR USING
/ fe 4e %iaa anchors.*. MOBILE HOME PIERS
wareveleurowas not
00:01.6M10 I SYVI MOM
mm•hcIM COMM
wawro.a,oe
The manufactured home shall be Installed and
leveled by qualified contracting personnel who
are acceptable and licensed by the governing
authority. Minute Man piers are designed to
SUPPORT mobile homes and are not to be
used for raising or lowering the home.
Minute Man piers should be placed directly
under the main support frames on both sides
of the home spaced in accordance with the
home manufacturers Instructions.
MINUTE MAN PiER SET -UP PROCEDURES
1 Desired and manufactured fa use under mobile and manufactured hares and ca rrlerclal 85.903e3
the support pier t best 84100 o a dry enwraxnem. Write Man piers are not rece- .Tended a use
warn 1500 foot of o coastline or in an opp0Cailon where the base of the pia wall be mmersed in
water. Al oPPart piers 11301 be attorhed to /11e 4beartu wins an 05plopiot0 pier heal. 10 pueverd
rmdmma 11ovement.
2 Use nydrauA9 locks or odor =lade crevices to level the chassis bean of the h ben0. Be sue to use
sufficient WCs and safety =eking 10 safely support the home before Feeling mopat yes. level 4e
chases using a water level a other levekg device fa =Ora y. Ater the chassis Is leveled using
/191000591atln and Wee you 0101 begin 10 retail the sPpat Were
3 USN to apporx10te per for to Installation. determine the Wes height that win toe best for each r,®vou0b
pier =anon and hole that the height to the Pollan of the doss/ beam is no ¢eater 4han. 36 inches.
Insure that the der caps are approalote for the type C chassis bean or fa the moulage Ia.
0 Padua o awl ==face at to location of each pier. the 900100 sand a gravel If necessary to prepare
the surface m as to hoe h5 contact fa the footing pad. ltd surface of the looting pad reeds to be
high enough to here nor the base of the support der does not came into contact *Rh arty dra no0e
water Thal rroy be Resent Ilaer the name. Dora set o foulig pad at organic material.. Use the
appropriate type and sue of footing pad for the bad required. Refer to Re hoe mavfxNers
Imt0glbn manual fa specific roods and footng sees: and ta the governing =Mo ty In 4e bcc• n
which 10 0 are installing.
5 lOWte the st.ppat der on the looting pad, mdrng cedab to center the support der an the der pad.
Where required by local code. recce to 0lppat pier to the falling pad wan appropriate fasteners. In no
cam ore you 10 extend to threaded sod adjuster mare than 2 inches. What more /sons s 108000. use
to 0909 %Wen roe support pier Carefully man the support pier antler the Chassis beam a montage Pm
and Intl the per head. tighten and snug pus 00+00 tun.
a Repeat this installation process with earn der. Alter dl rapport piers are Istale4. you may then remove
the safely blocking and hvdmWic lads used to racily revel the chases.
8.
For tie down strap and anchor spacing. See the Mobile Home
Manufacturers Installation Manual. Each state, county or municipality
may require a specific anchor from the groups shown for each soil
classification. Check local regulations before Installation.
Note:
. Soil test probe the anchor location in order to match the proper anchor with the soil classification.
▪ Stabilizer plates or certified stabilizing device must be used with anchors when anchors we used to resist
horizontal forces.
. The distance from the end of the home to the first anchor must not exceed V- 0'.
. All homes located in Wind Zones 11 and (11 must have a vertical tie installed at each diagonal tie location.
SOIL CLASSIFICATION CHART
Soil
Class
1
Soil
Description
Sound hard rock
Blow Count
(ASTM D1586)
NA
Test Probe
Value
NA
Recommended
Minute Man Anchor
Cross Drive or Rock Anchor
2
MAX 45.
fir,. M„f
_ Stabilizer Head
. , ...
• t c rw ,y}aFlgufe B•
For additional information, copies of engineering testis) and report,
Contact Minute -Man Anchors. Inc.
CONCRETE ANCHOR INSTALLATION INSTRUCTIONS
210 PDH CONCRETE ANCHOR
60100E HEAD 9..0 AMOCO
mar l° SCALE
€ uwciwn
Weal' HDR00 ygy
SOAP INGLEOF 15' 1S „
THDHLS CONCRETE ANCHOR
- rrw -1
COALE ""
inn
MEL
I
1a94144041. LOW rmroo.•.tae
wa ea191910413
1 uereM pY aealrt
LY•mu.
t/9/41.
•9L
11 WAX 0940.11
NOTE:
Your set must be designed by a
Registered Professional Engineer If
the location is within 1500 feet al
the coostline.
The allowable working load on
concrete anchor models 210 PDH,
THDHLS, and 210 JDH is 3.150
pounds vertical for single or double
ties in 3,000 P5) concrete. There
must be a mINmum 4- of distance
from the edge 01 the concrete to
the center of the anchor shaft.
Revised 3 -14 -07
OWv17.1IV rw
MVemECM ' YOU 4 MOH
.0=v8arx1O0n61waoaa • sine
Z.ho.ramwwmhaou
ma.
A' • mu.
1.04019.0. le
199904rl sod
Oil 2149. pups haE eREY LOGE a 10E4
era
041371 1061.0
2. RM. moron wo CO/ S 40
9399 - CF. 9041, soh
210 JDH CONCRETE ANCHOR
DOME wp era yraa 210 a -
tram - I�.
rood. comsat -
la xallbt•t 0PDRWOIT muD10a
AMMO RE.awloE radaG -
9.
•
nAMIlat N= aF2u e1
4.
Meade M4 t Anchors, inc.
INSTALLATION NU- CONCEPT ANCHOR CLASS 3 &4
Patent Panting
The Nu- Concept Anchor combines a patented elongated hole in the tension head with
a stabilizing and compaction cap. When combined with o grade 5 bolt, the anchor Wilt
rotate In all directions allowing adjustment to uneven terrain. Under toad conditions the
cap, rotates down ward In the direction of the pull, causing a double compaction of the
soft and laterally restricts movement of anchor through the soft.
1. Attach stabilized compaction cop to the tension head of the anchor. this Is done by sliding
the cap over the top of the tension head, aligning 9/32' holes In cap with 1/4- elongated
hole In tenstOn head. Insert 1/4' x 2 -1/4'. grade 5 boo lk ed). Hand tighten. Cap must
be installed at anytime prlottogroundcontact Ague1
See Cap FfgtaeA and Tension Head Rgure i non
aEfal I
III, Anchor Is pre - loaded. Pre-load causes
the cap to rotate downward in the
direction of pull. bother compacting the
soil and presenting a larger surface
area. resisting both horizontal and
vertical movement. See Figure D.
When used with rigid SuDPOrt tubes.
rather than strap systems. pre- IOadlng is
not requtled.
I !Vise B
la a
0
II. The Dive Machine is started and the
anchor Is turned Into the ground to a point
where the bottom of the tension head Ls at
or lightly below ground loved. This Insures
maximtun soft compression by the cap.
See Ftgtae C. Engineered to allow ground
anchorto be Installed at slight back angle
of 15°
Note: A Sp00lal adapters available to Insure against tension head and batr domage
6.
New Minute Man EZ Joist Brace
• Weal for supporting add1 doors and windows,
bow pbtea, fish tank* ow.embds.
• Et to was oreer adjustable ma Ma most
heaves
• wad not bend 1 -beans or rya &e Jost aka out-
date.= cea 0l.
• scam from the wooed up to tee ren jest for
ab"rpr oa Iona male oppent ado the
sow
INSTALLATION INSTRUCTIONS
awl Do not use a. EZ Zia 0 ny02 an
dl. kliMt Pray rooted ay the Ione,n.sdae r.
Joist Snooze ake= wererag Ead is 1,50010s.
1 Determine the On joist area tlat needs eracelg.
2. Recro that to Mole e n st eon IZjde Bum
town 90*9 and ae boo tiredly under looted bade perisrator to Mow
don �r.r *Otto roobLp nob be in ono
rib bow rmaachaec sae aides, foci cede;
and host One %Mahone they ney eppM.
1 Measure trance ban 00 d fpmh9 to bottom d
Ott Square cut trio el brae 1- b than ewassed
aanm
1. Iron rot a threaded red W to T Mate. Race r
bps into EZ tram Mantua
5. Cater 1kat Ewe under tw ern MOrdnthe
marl !m em we per eve' to be en ee brace
is meat
6. Mask rut o 'T' tap b vary Maid prCwre to
awn rim 09. Seca T tap to rim pet wsh2 -.
lords o 2-8 la• s 2. 929903 In t*0 roMded.
The ntammm ate uneaten* bowmen the
Wp of T bap pale ad lap of tube b 2 w
Inches.
DESIGN WIND -LOAD ZONES:
h Zo ned
411111111111kit `,�� Zone II
�� Zone l
Willabiler Zone
Zone III
%11111111Millkire Zone IIne
i 4e
AK J Zone III
.._ ' Zone II
-a Zone I
HI
,......./, -• Zone III Zone III
Source: Manufactured Home Construction old Safety
Standards- Fart 3280.305
Zone II
Zone III
Design Wind -Load Zones:
Standard Wlnd Zone 1 15 pal Horizontal 9 psi uplift.
Hurricane Zone tl 239 par Harlm0W 27 pat man
Haman Zone ill •7 ps10afmntal 32 psi wet
'net 0pert
Noe: pet ponds per square loot
Note: Prior to installation, refer to any local. sate and federal regulations, b e3soe proper compliance.
Soil test probe the ands location In order b match the sod dass,fication with the proper anchor
INSTRUCTIONS FOR USING
/ fe 4e %iaa anchors.*. MOBILE HOME PIERS
wareveleurowas not
00:01.6M10 I SYVI MOM
mm•hcIM COMM
wawro.a,oe
The manufactured home shall be Installed and
leveled by qualified contracting personnel who
are acceptable and licensed by the governing
authority. Minute Man piers are designed to
SUPPORT mobile homes and are not to be
used for raising or lowering the home.
Minute Man piers should be placed directly
under the main support frames on both sides
of the home spaced in accordance with the
home manufacturers Instructions.
MINUTE MAN PiER SET -UP PROCEDURES
1 Desired and manufactured fa use under mobile and manufactured hares and ca rrlerclal 85.903e3
the support pier t best 84100 o a dry enwraxnem. Write Man piers are not rece- .Tended a use
warn 1500 foot of o coastline or in an opp0Cailon where the base of the pia wall be mmersed in
water. Al oPPart piers 11301 be attorhed to /11e 4beartu wins an 05plopiot0 pier heal. 10 pueverd
rmdmma 11ovement.
2 Use nydrauA9 locks or odor =lade crevices to level the chassis bean of the h ben0. Be sue to use
sufficient WCs and safety =eking 10 safely support the home before Feeling mopat yes. level 4e
chases using a water level a other levekg device fa =Ora y. Ater the chassis Is leveled using
/191000591atln and Wee you 0101 begin 10 retail the sPpat Were
3 USN to apporx10te per for to Installation. determine the Wes height that win toe best for each r,®vou0b
pier =anon and hole that the height to the Pollan of the doss/ beam is no ¢eater 4han. 36 inches.
Insure that the der caps are approalote for the type C chassis bean or fa the moulage Ia.
0 Padua o awl ==face at to location of each pier. the 900100 sand a gravel If necessary to prepare
the surface m as to hoe h5 contact fa the footing pad. ltd surface of the looting pad reeds to be
high enough to here nor the base of the support der does not came into contact *Rh arty dra no0e
water Thal rroy be Resent Ilaer the name. Dora set o foulig pad at organic material.. Use the
appropriate type and sue of footing pad for the bad required. Refer to Re hoe mavfxNers
Imt0glbn manual fa specific roods and footng sees: and ta the governing =Mo ty In 4e bcc• n
which 10 0 are installing.
5 lOWte the st.ppat der on the looting pad, mdrng cedab to center the support der an the der pad.
Where required by local code. recce to 0lppat pier to the falling pad wan appropriate fasteners. In no
cam ore you 10 extend to threaded sod adjuster mare than 2 inches. What more /sons s 108000. use
to 0909 %Wen roe support pier Carefully man the support pier antler the Chassis beam a montage Pm
and Intl the per head. tighten and snug pus 00+00 tun.
a Repeat this installation process with earn der. Alter dl rapport piers are Istale4. you may then remove
the safely blocking and hvdmWic lads used to racily revel the chases.
8.
For tie down strap and anchor spacing. See the Mobile Home
Manufacturers Installation Manual. Each state, county or municipality
may require a specific anchor from the groups shown for each soil
classification. Check local regulations before Installation.
Note:
. Soil test probe the anchor location in order to match the proper anchor with the soil classification.
▪ Stabilizer plates or certified stabilizing device must be used with anchors when anchors we used to resist
horizontal forces.
. The distance from the end of the home to the first anchor must not exceed V- 0'.
. All homes located in Wind Zones 11 and (11 must have a vertical tie installed at each diagonal tie location.
SOIL CLASSIFICATION CHART
Soil
Class
1
Soil
Description
Sound hard rock
Blow Count
(ASTM D1586)
NA
Test Probe
Value
NA
Recommended
Minute Man Anchor
Cross Drive or Rock Anchor
2
Very dense 8./or
cemented sands,
coarse gravel
and cobbles,
caliche,
preloaded silts,
and days.
40-Up
551 In. lbs.
Up
4430DH
65001-1
4430 EZDH 4636 EZDH
636 EZDH.
Gw -2
1Y Stabilizer Plate
Nu- Concept Stabilizer Cap
3
Medium dense
coarse sands,
sandy gravels,
very stiff silts,
and clays.
24 -39
351 to 550
in. lbs.
636 DH 4430 EZDH
650DH 636 EZDH
4430DH 4636 EZDH
4636 Dt�i;z0 EZDH
GW - -2� G• (l-
12' S 1 tzer Plate
Nu- Concept Stabilizer Cap
4(a)
Loose to medium
dense sands, firm
to stiff clays and
SIRS alluvial fill.
18 -23,3
276 to 350
In. lbs.
650DH
4636 DH
4636 NU Concept EZDH
Stabilizer Cap
1Z Stabilizer Plate
4(b)
VERY loose to
medium dense
sands, firm to stiff
clays and silts,
alluvial fill.
12 -17
175 to 275
in. lbs.
760DH
860DH
1060DH
17' Stabilizer Plate
Remember. Each state. county or municipality may require s specific anchor from the groups shown for each
soil classification. Check local regulations first Soils lass than 4B, see home manufacturer's instructions.
Note: Many anchors are designed for particuler soil condition(s) and are unacceptable for use in other type soils.
We have fisted the soils for which each anchor Is designed and approved. Soil classifications are taken from the
'standard for the installation on mobile homes'. Pert 3260 each anchor model fisted has teen tested by en
independent professional engineer to meet ANSI A225.1 and ASTM D3953.91 codes.
Revised 3/14107
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NCSBCS /ANSI A225.1 -1994
6404 pwti
guL:At PILE COPY
uv41 Permit No
013-‘,6‘,
�3 3
C/dz'‘o�zoTsioa
Manufactured Home
Installations
REVIEWED FOR
ODE COMPLIANCE
APPROVED
MAR 0 6 2012
•
City of Tukwila
BUILDING DIVISION
RECEIVED
FEB 212012
PERMIT CENTER
•
▪ .�
Lo▪ lls vs,.°
Poo :4
National Conference
of States- on
6uiiding Codes
and Standards, .inc.
11-- 0 5 q
► i•••••••••••••••••••••••••f••••;•••••••••••••
Secretariat
National Conference of States on
Building Codes and Standards,. Inc.
Approved January 4,. 1994 •
American National Standards Institute, Inc.
NCSBCS/ANSI
A225.1 -1994
Revision of
ANSI A225.1 -1987
American National Standard
MANUFACTURED HOME
INSTALLATIONS
American National Standard
Approval of an American National Standard requires verification by ANSI that the requirements for
due process, consensus, and other criteria for approval have been met by the standards developer.
Consensus is established when, in the judgment of the ANSI Board of Standards Review,
substantial agreement has been reached by directly and materially affected interests. Substantial
agreement means much more than a simple majority, but not necessarily unanimity. Consensus
requires that all views and objections be considered and that a concerted effort be made toward their
resolution.
The use 01 American National Standards is completely voluntary; the existence of the standards;
does not in any respect preclude anyone, whether he/she has approved the standards or not, from
manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming ,
to the standards.
The American National Standards Institute does not develop standards and will in no circumstances
give an interpretation of any American National Standard. Moreover, no person shall have the right
or authority to issue an interpretation of an American National Standard in the name of the American
National Standards Institute. Requests for interpretations should be addressed to the secretariat or
sponsor whose name appears on the title page of this standard.
CAUTION NOTICE: This American National Standard may be revised or withdrawn at any time. The
procedures of the American National Standards Institute require that action be taken periodically to
• reaffirm, revise, or withdraw this standard. Purchasers to• American National Standards may receive
.current information on all standards by calling or writing the American National Standards Institute.
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by
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onal Conference of States on Building Codes and Standards, Inc. •
Huntmar Park Drive, Suite 210, Herndon, Virginia 22070 •
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P
ht ® 1994 by National Conference of States on Building Codes and Standards, Inc.
is reserved.
of this publication may be reprodyced In any
an electronic retrieval system or otherwise, •
dot Women permission of the publisher.
n the United States of America •
,,p
• CONTENTS
• 1 Introduction, applicabilityond organization of standard .1
1.1 Scope ............... ' .................................... • ....... 1
01
• 1.2 Intended usage of manufactured homes covered
• • under this standard 1
Preinstallation considerations
1.3
2
• 1.4 Consumer information card 2
• 2 • Definitions 2
•
5
Site preparation
• 3
O 3.1
Location and layout 5
Soil conditions
3.2
5
Ilk 3.3 Removal of organic material . 5
3.4 ' Drainage 6
O 3.5 Ground moisture control 6
•
4 Foundations
6
• 4.1 Piers ............................................................ 6
4.2 Footings 8
• 4.3 Permanent foundations 8
1111- 4.4
Special considerations
4.5
Important reference documents 9
9
•
5 Installation procedures 9
•
• 5.1 Moving manufactured home to location 9
5.2 Positioning home 9
• 5.3 Interconnection of multisection homes 9
• 5.4
Cross-over connections for multisection manufactured homes 10
Anchoring instructions '
5.5
10
• 5.6 Installation of on-site structures 11
• 6 Installation of optional features 11
0 .
6.1 Hinged roofs and eaves 11
• 6.2 Garden and bay windows 12
411') 6.3
Awnings and ramadas 12
Miscellaneous lights and fixtures 12
6.4
• 6.5 Ventilation options . 12
6.6
Optional panels, siding, and moulding 12
• .. 6.7 Exterior coverings 12
41.0) 6.8
Skirting
Telephone and cable TV 12
6.9
13
• 6.10 .Joints and seams 13
• 7 Preparation of appliances 13
•
7.1 13
Clothes dryer vent
• 7.2 Comfort cooling systems 13
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•
7.3
7.4
8
Fireplace and wood-stove chimneys and
airinlets ............................... 13
Range, cook"-t.op, and oven venting 14
Utility-system connection and testing
8.1
8_2 Proper procedures
Water supply
8.3 Drainage system
8.4 Gas supply
8.5 Heating oil systems
8.6 Electricity .
14
14
14
15
15
16
16
Annex A
Annex
Annex C
Annex D
Annex E
Annex F
Annex G
Annex H
Final Inspection Checklist
Barrier-free Design Aspects for the
Physically Handicapped (Exterior Only)
Sample Checklist for Enforcement Officials
Suggested Acceptanc e Guidelines for
'Pre:HUD-Code" (pre-MHCSS) Manufactured (mobile) Homes
Sample Schedule for Manufactured Home
Installation Permits
17
20
22
24
27
Bibliography of Foundation Plans Available from Manufacturer 28
Tables.............................. ........ . 29
Illustrations
34
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••••••••••••••••••••000000f000•00000000•00041
This standard was processed and approved for submittal to ANSI by the
Accredited Standards Committee on Manufactured Home Installations .
(Manufactured Horne Sites, Set -ups, Utilities), A225.1. Committee approval
of the standard does not necessarily imply that all committee members voted
for its approval. At the time it approved this standard, the A225.1 Committee
had the following members:
Delmont C, Thurber, P.E., Chairman, State of Montana
Eric Leatherby, Secretary, National Conference of States on Building Codes
and Standards, Inc. (NCSBCS)
Organizational Member Representative
American Forest and Paper Association David Collins
American Hardboard Association Louis Wagner
City of Boyton Beach, Florida Don Johnson
City of West Melbourne, Florida James Phelps
• Commonwealth of Kentucky Charles Wiley
Construction Code Consulting, Inc J. Bruce Scales
Economy Mobile/Modular Homes, Inc Roy Grabanski
'Fleetwood Enterprises Ed Salsbury
International Association of Plumbing and
Mechanical Officials Shabbir Rawalpindiwala
Manufactured Housing Institute Frank Walter
Masonite Corporation John Sims
Mobile Housing, Inc John Lawlor
National Foundation of Manufactured Home Owners • .... Len Wehrman
State of Arkansas Mary Beth Bowman
State of Maine David Preble
State of Maryland James Hanna
State of Minnesota Randy Vogt
State of Missouri James Phillips
State of Montana Del Thurber
State of North Carolina David. Goins
State of South Carolina. John Jones
State of Washington Patricia McLachlan
Thomas, Dean and Hoskins, Inc . Wayne Dean
T. R. Arnold and Associates, Inc. Tom Arnold
Treasure Valley Homes Dwayne Ward
U.S. Department of Housing and Urban
Development Sam Hacopian
Vinyl Improvement Products Company Bruce Dusko
m
AMERICAN NATIONAL STANDARD NCSBCS/ANSi A225.1
American National Standard -
Manufactured Home Installations
1 introduction, applicability, and
organization of standard
1.1 Scope
This standard covers the installation of
manufactured homes, wherever 'located,
whenever the manufacturer's installation
instructions are not available. Included are
requirements for manufactured home sites and
set -ups.
1.2 Intended usage of manufactured homes
covered under this standard
The provisions of-this standard are intended to
apply to manufactured homes (single- section,
rnultisection, or expandable types) for use as
single-family dwellings.
NOTE 1 — The Federal Manufactured Home
Construction and Safety Standards (MHCSS) cover
one-family occupancies only. This standard makes
no provisions for other residential occupancies.
NOTE 2 — This standard does not apply to
manufactured homes used for other than dwelling
purposes.
NOTE 3 — The provisions of this standard shall not
apply to recreational vehicles as defined In the
National Fire Protection Association (NFPA) 601C,
Standard for Recreational Vehicles, or to park
trailers as defined In the ANSI A119.5, Standards
for Park Trailers.
1.2.1 Types of manufactured homes covered
The manufactured homes covered under this
standard are manufactured .homes complying
with the U.S. Department of Housing and Urban
Development (HUD)'s MHCSS Program, as set
forth in 24 C.F.R., Parts 3280, 3282, and 3283,
as mandated in the United States of America
and manufactured homes built prior to June .15,
1976, including those complying with the
Standard for Mobile Homes, NFPA 5018 /ANSI
A119.1 edition, in effect at the time of
•
manufacture.
NOTE — The Federal standards, regulations, and
requirements for manufactured housing, as
authorized by 42.U.S.C.5401 et seq., are as follows:
'Part 3280 — MHCSS
'Part 3282 — Manufactured Horne Procedural and
Enforcement Regulations
'Part 3283 — Manufactured Home Consumer
Manual Requirements
Hereafter, throughout sections three through
eight of this document, 'manufactured home`
will be used interchangeably with 'home."
1.2.2 Applicability
This standard is designed to be adopted by
authorities having jurisdiction over and
responsible for the safety and health of
manufactured home users. It is intended to
apply to all home installations, whether at new
or existing manufactured home sites.
While this standard provides useful technical
data for improvements to existing sites falling
within its scope, and such use is encouraged, it
is not intended to be applied retroactively to
existing sites except where the authority having
jurisdiction considers such application essential
for the safety and health of the occupants or
users of the sites. This standard shall not be
construed as relieving the installer of a
manufactured home of the responsibility for
compliance with the codes and regulations .
established by the authorities having jurisdiction.
1.2.3 Organization of standard
This standard consists of eight sections,
generally divided by the kinds of work involved in
property setting up a home.
1.2.4 Use of this standard
This standard contains instructions, including
specifications and procedures, for installation
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• For private property, installation zoning or
• development covenants may apply and should
also be taken into consideration.
1.3.1 Alterations
_ a
• a Mme Leek.moctitying . ae
umbing rorelieating:•or,.cooling
• we dding aloom,, carponj or.garage; or
making .rriajor:,tepairs such,as replacing .a roof,
be sure = to- contact. the authority having
Lv.
lunsdiction. ANIIIIMailigOValdericLperraiulailiOe
NCSBCS/ANSI A225.1
and hook -up of a manufactured home. It
been written in an objective
easy -to- understand manner so that it can
understood by those who lack exten
technical training. It discusses the installatio
the home from preparation of the site thro
final inspection. It includes many tables a
figures giving important data for pro
installation.
Careful adherence to this standard by the ho
owner and installation crew, and consultatt
with a registered engineer in those unusu
circumstances it does not cover, will help ens
the home owner of a well- built, safe, an
affordable home for many years to come.
1.3 Preinstallation considerations
Prior to locating or relocating a manufactured the authority having jurisdiction shall be
contacted for installation procedures.
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Some jurisdictions require licensed or registered
installers. Many jurisdictions require permits to
tie obtained prior to the installation of such
items as blocking, anchoring, and electrical.and
sewer or water connections or both. Inspections
will be required in conjunction with permits to
help ensure a correct and safe installation of the
manufactured home, with notification to the
jurisdiction at different, times during the
installation.
1.3.3 Support
Manufactured homes weigh several tons.
Installers should use enough temporary blocking
to support the home during installation. No one
should be allowed under the home unless it is
securely in place, even if it is not moving.
1.4 Consumer information card
The distributor or dealer of the manufactured
home shall fill out the consumer information
card and return it to the home's manufacturer,
so that the consumer may be notified of revised
instructions or new products.
2 Definitions
accessory building or structure,
manufactured home: A building or structure
that is an addition to or supplements the
facilities provided by a manufactured home.
Examples are: awnings, garages, storage
structures, carports, fences, windbreaks, or
porches.
anchoring equipment: Straps, cables,
tumbuckles, and chains, including tensioning
devices, that are used with ties to secure a
manufactured home to ground anchors.
anchoring system: A combination of ties,
anchoring equipment, and ground anchors that
will, when properly designed and installed, resist
the overturning of the home or sideways
movement caused by wind.
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1.3.2 Safety
Only trained crews should install the home.
installers should follow the safety instructions
provided in this standard.
2
pproved: Acceptable to the authority having
urisdiction. .
NOTE — NCSBC$ and ANSI do not approve,
inspect, or certify any installations, procedures,
equipment, or material, nor do they approve or
evaluate testing laboratories. In determining the
acceptability of installations or procedures,
equipment, or materials, the authority having
jurisdiction may base acceptance on compliance
with NCSBCS /ANSI or other appropriate
standards. In the absence of such standards,
said authority may require evidence of proper
installation, procedure, or use. The authority
having jurisdiction may also refer to the fisting or
labeling practices of an organization concemed
3
with product evaluations that is in a position to
determine compliance with appropriate standards
for current production of fisted items.
authority having jurisdiction: The organization,
office, or individual responsible for approving
plans, equipment, an installation, or an
alteration procedure.
awning: A shade structure supported by posts
or columns and entirely or partially supported by
a manufactured home installed, erected, or
used on a manufactured home site.
baling: A method of `wrapping' a cross section
(roof, walls, and floor) and the main frame
(chassis) of a manufactured home with straps.
cabana: A room enclosure erected or
• constructed adjacent to a manufactured home
for residential use by the occupant of the
manufactured home.
carport: An awning or shade structure for a
vehicle(s) that is freestanding and not attached
to a manufactured home.
construction alteration: The replacement,
addition, modification, or removal of any
equipment or installation that may affect the
originally approved design of construction,
plumbing, heating, cooling, fuel - buming, or
electrical systems.
diagonal tie: A tie intended to resist horizontal
or shear forces and to resist vertical, uplift, and
.overtuming forces.
dwelling unit: One or more habitable rooms
that are designed to be occupied by one family,
with facilities for living, sleeping, cooking, eating,
and sanitation.
frame, main: That part of the structural system
that is normally used' to transmit accumulative
design Toads to the support system.
footing: That part of the support system that
sits directly on the ground at, below, or partly
below grade to support the piers.
foundation, manufactured home: A site -built or
site - assembled system of stabilizing devices that
NCSBCS/ANSI A225.1
is:
— Capable of transferring design dead Toads
and lateral and vertical live Toads, as required
by the Manufactured Home Procedural and
Enforcement Regulations, and other design
loads unique to local home sites that result
from wind, seismic, and water conditions, or
that are imposed by or upon the structure,
into the underlying soil or bedrock without
failure;
-- Placed at an adequate depth, or otherwise
adequately designed, to prevent frost
damage in areas that are susceptible to frost;
— Constructed of materials acceptable to the
authority having jurisdiction.
garage: A freestanding structure Located on a
manufactured home site and designed for the
storage of motor vehicles.
gas supply connector, manufactured home: A
listed connector designed for connecting the
manufactured home to the gas supply source.
ground anchor: A device placed at the
manufactured home stand designed to transfer
home anchoring Toads to the ground.
habitable room: A room or enclosed floor
space arranged for living, eating, food
preparation, or • sleeping purposes, not including
bathrooms, toilet compartments, • laundries,
pantries, foyers, hallways, and other accessory
spaces.
installation: Assembly, at the site of
occupancy, of ail portions of the manufactured
home, connection of the home to existing utility
connections, and installation of support or
anchoring systems.
Installation alteration: The replacement,
addition, modification, or removal of any
components of the required ground support or
ground anchoring systems.
installation instructions: Instructions provided
by the manufacturer, which accompany each
manufactured home and detail the
manufacturer's requirements for ground support,
anchoring systems, and other work completed
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NCSBCSIANSI A225.1
on site.
labeled: Equipment or materials to which has
been attached a label, symbol, or other
identifying mark of an organization that is
acceptable to the authority having jurisdiction;
that is concerned with product evaluation; that
maintains periodic inspection of production of
labeled equipment or materials; and that
provides labels, the use of which indicates a
manufacturer's compliance with appropriate
standards or performance in a specified
manner.
fisted: Equipment or materials included in a list
that is, published by an organization acceptable
to the authority having jurisdiction; that is
concerned with product. evaluation; that
maintains periodic inspection of production of
listed equipment or materials; and that produces
listings that state either that the equipment or
materials meet appropriate standards or have
been tested and found suitable for use in a
specified manner.
NOTE — The means for identifying listed
equipment may vary among organizations that are
concemed with product evaluation,_ some of which
do not recognize equipment as listed unless it is
also labeled. The authority having jurisdiction
should use the system . employed by the listing
organization to identify a listed product
manufactured home: A structure, transportable
in one or more sections that, in its traveling
. mode, is 8 body feet or more in width or 40
body feet or more in length, or, when erected
on site, is 320 or more square feet; that is built
on a permanent chassis; that is designed to be
used as a dwelling; that may or may not have a
permanent foundation; that is connected to the
required utilities; and that contains the
plumbing, heating, air conditioning, and
electrical systems; except that such term shall
• include any structure that meets the size
requirements and for which the manufacturer
has voluntarily filed a certification required by the
Secretary of HUD; and that complies with the
MHCSS.
4
NOTE - This definition should not be interpreted
to include any types of recreational vehicles
tfhattuding so-called 'park models" or travel trailers)
may equal or exceed the body length or width
specified herein..
noncompliance: Failure of a manufactured
home to comply with the MHCSS that does not
constitute a defect, serious detect, or imminent
safety hazard.
pier: That portion of the support system
between the footing and the manufactured
home, exclusive of shims. Types of piers
include, but are not limited to, the following:
- manufactured steel stands;
- pressure - treated wood;
- manufactured concrete stands;
- concrete blocks.
porch: An outside walking area with a floor that
is elevated more than 8 inches above grade.
remade: Any freestanding roof or shade
structure •installed or erected above a
manufactured home or any portion thereof.
shall: Indicates a mandatory requirement.
should: Indicates a recommendation or that
which is advised but not required.
site, manufactured home: A designated parcel
of land designed for the accommodation of one
manufactured home, its accessory buildings or
structures, and accessory equipment, for the
exclusive use of the occupants of the home.
skirting: A weather - resistant material used to
enclose the space from the bottom of the
manufactured home to grade.
stabilizing devices: All components of the
anchoring and support systems, such as piers,
footings, ties, anchoring equipment, ground
anchors, or any other materials and methods of
construction that support and secure the
manufactured home to the ground.
stand, manufactured home: That area of a
manufactured home site that has been reserved
for the placement of a manufactured home.
structure: That which is built or constructed, an
edifice or building of any kind, or any piece of
work artificially built up or composed of parts
joined together in some definite manner.
support system: A combination of footings,
piers, and shims that will, when properly
installed, support the manufactured home.
tie: See anchoring equipment.
utility connections: The connection of the
manufactured home to existing utilities that
include, but are not limited to, electricity, water,
sewer, gas, or fuel oil.
vertical tie: A tie intended to resist uplifting and
overturning forces.
3 Site preparation
3.1 Location and layout
3.1.1 Use of zone maps
A home is designed for certain weather
conditions and roof loads (see zone maps near
main electrical panel and in figures 3 -1(a), (b),
and (c)j. Do not site or relocate a home in a
zone requiring greater wind, roof load, or
heating or cooling capabilities than those for
which it was designed.
3.1.2 Access for transporter
Before attempting to move a home, ensure that
the transportation equipment and home can be
routed to the installation site. Special
transportation permits may be required from
state, county, or city officials.
3.1.3 Encroachments and setback distances
Local laws regarding
yards, and courts
permissible setback
lines and public roads
encroachments in streets,
shall be obeyed, and
distances from property
shall be met.
3.1.4 Fire separation distance
The distance a home must be sited from other
structures depends on its fire resistance rating
and on local requirements. Contact the home's
manufacturer or the inspection agency identified
on the data plate for fire - resistance rating.
NCSBCS/ANSt A225.1
information.
3.1.5 Issuance of permits
Ensure that all necessary local permits have
been obtained and fees paid_
3.2 Soil conditions
3.2.1 Requirements
To help prevent settling or sagging, site the
home on firm4 undisturbed soil or fill compacted
to at least 90 percent of its maximum relative
density. installation on loose, uncompacted fill
may invalidate the home's limited warranty.
3.2.2 Bearing capacity
Test the bearing capacity of the soil in
accordance with 3.2.3 before• designing the
foundation. If the soil cannot be tested, but its
type can be identified, use the foundation
bearing pressures shown in table 3 -1 as a
guide. If you cannot identify the soil, use a
bearing capacity of 1,000 pounds per square
foot. Under unusual conditions, or if the soil
appears to be composed of peat or
uncompacted fill, consult a local geologist,
engineer, or architect.
3.2.3 Soil- bearing testing methods and
equipment
Use a pocket penetrometer or other methods
acceptable to the local jurisdiction having
authority.
3.3 Removal of organic material
Removal of all decayable material, such as
grass, roots, twigs, and wood scraps, from
beneath the home is required in areas where
footings are to be placed, to minimize settling of
footings and insect damage. Remove. shrubs
and overhanging branches from the immediate
vicinity of the home site to prevent windstorm
damage.
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NCSHCSIANSI A225.1
3.4 Drainage
3.4.1 Purpose
Proper drainage prevents water build -up under
the home, which may cause shifting or settling
of the foundation, dampness in the home,
damage to siding and bottom board, buckling of
walls and floors, and problems with the
operation of doors and windows.
3.4.2 Elimination of depressions
Grade the home site to permit water to drain
from under the home (see figure 3 -2).
3.4.3 Drainage structures
Depending on the local landscape, ditches and
culverts may be needed to drain surface runoff.
if so, consult a registered engineer.
3.4.4 Gutters and downspouts
When gutters and downspouts are installed,
direct the run off away from the home.
3.5 Ground moisture control
3.5.1 Vapor retarder
If the space under the home is to be enclosed
with skirting or other material, a vapor retarder
that keeps ground moisture out of the home
shall be installed .
3.5.2 Acceptable types of ground cover
Use a minimum of six -mil polyethylene sheeting
or its equivalent.
3.5.3 Proper installation
Cover the entire area under the home with the
sheeting and overlap it at least 12 inches at all
joints. Where soil and frost conditions permit
placement of footings at grade level, place the
sheeting directly beneath the footings.
4 Foundations
NOTE - This section only covers foundations.
Installation procedures and methods for securing
the home to its foundations are discussed in 5.
4.1 Piers
4.1.1 Importance
Proper pier installation is the most important part
of home installation. Incorrect size, location, or
spacing of piers may cause serious structural
damage to the. home. It is important to install
piers around the perimeter as required. Failure
to do so may lead to sagging floors, walls, and
roofs (see 4.1.5.3).
4.1.2 Acceptable types
Piers may be concrete blocks, pressure- treated
wood having 0.60 retention in accordance with
American Wood Preservers Association (AWPA)
C22 Standard, or adjustable metal or concrete
piers (see figure 4 -1). Manufactured piers shall
be listed or labeled for the required load
capacity.
4.1.3 Design requirements
4.1.3.1 Load - bearing capacity
The load that each pier must carry depends on
such factors as the dimensions of the home, the
roof live load, the spacing of the piers, and the
way the piers are used to support the home.
Center beam/marriage wall blocking is required
for multisection homes.
See tables 4 -1 and 4 -2 for pier capacities.
These tables shall be used when the
manufacturer's installation instructions are not
available. Manufactured piers must be rated at
,least to these capacities, and locally constructed
piers must be designed to transmit these loads
safely (see 4.1.32).
4.1.3.2 Configuration
Figure 4 -1 shows the recommended
arrangement of concrete block piers constructed
on site. Load - bearing (not decorative) concrete
blocks should have dimensions of at least 8
inches x 8 inches x 16 inches. They must be
stacked with their hollow cells aligned vertically.
When piers are constructed of blocks stacked
.J
sloe oy side, each layer should be at right
angles to the previous one (see figure 4 -1).
Cap hollow block piers as shown in figure 4 -1 to
distribute the structural load evenly across them.
Caps may be of solid masonry of at least 4
inches nominal thickness or hardwood at least 2
inches nominal thickness, or of steel (see figure
4-1). All caps shall be of the same length and
width as the piers upon which they rest. Avoid
using plywood, as it may lead to unwanted
settling.
Use 4 -inch x 6 -inch hardwood shims to level the
home and fill any gaps between the base of the
I -beam and the top of the pier cap. Always use
shims in pairs (see figure 4 -1). Drive them in
tightly so that they do not occupy more than 1
inch of vertical space. Use hardwood plates no
thicker than 2 inches to fill in any remaining
vertical gaps.
Select manufactured pier heights so that the
adjustable risers do not extend more than 3
inches when finally positioned.
All piers must rest on footings (see 4.2) that
extend below the frost line (see 4.2.2 for
exceptions to placement) and are placed on
either undisturbed soil or compacted fill.
4.1.3.3 Clearance under homes
A minimum clearance of 12 inches shall be
maintained beneath the lowest member of the
main frame (I -beam or channel beam) in the
area of utility connections. No more than 25
percent of the lowest member of the main frame
of the home shall be Tess than 12 inches above
grade.
4.1.4 Design procedures
4.1.4.1 Piers less than inches high
Piers less than 36 inches high may be
constructed of single, open, or closed -cell
concrete blocks, 8 inches x 8 inches x 16
inches. Install them so that the long sides are
at right angles to the supported 1 -beam (see
figure 4 -1). Position open cells at right angles to
the footers. Horizontal offsets should not
exceed 1/2 inch top to bottom. Mortar will not
normally be required. Manufactured piers
should be listed and labeled.
4.1.4.2 Piers 36 inches to 80 inches high and
corner piers
Construct all piers between 36 inches and 80
inches high and all corner piers over three
blocks high out of double, interlocked concrete
blocks (see figure 4 -1). Mortar will not normally
be required.
4.1.4.3 Piers over 80 inches high
Where permitted by local codes, lay blocks in
concrete mortar with steel reinforcing bars
inserted in the block cells and fill the cells with
concrete. Where such construction is not
permitted by local codes, piers over 80 inches
high shall be designed by a registered engineer.
4.1.4.4 Elevated homes
When more than one -fourth of the area of a
home is installed so that the bottom of the
main -frame members are more than 3 feet
above ground level, the home stabilizing
devices shall be designed by a qualified
engineer and be approved prior to installation by
the. authority having jurisdiction.
4.1.5 Location and spacing
The location and spacing of piers depend upon
the dimensions and weight of the home, the
roof load zone, the type of construction (single -
or multisection), and such other factors as the
location of doors or other openings. In general,
locate piers no more than 2 feet from either end
and not more than 8 feet center -to- center under
the main rails.
4.1.5.1 Single- section homes
Figure 4 -2 shows the recommended location
and spacing of piers for a single - section home
when the manufacturer's installation instructions
are not available.
4.1.5.2 Multisection homes
Figure 4 -3 shows the recommended Location
and spacing of piers for a multisection home
when the manufacturers installation instructions
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NCSBCSJANSI A225.1
are not available.
4.1.5.3 Perimeter blocking
Place piers on both sides of side wall exterior
doors and any other side wall openings greater
than 4 feet (such as entry and sliding glass
doors); under porch posts, fireplaces, and wood
stoves; and under the locations where heavy
pieces of furniture, such as pianos, organs,
waterbeds, etc., are expected to be placed.
4.2 Footings
Footings shall be placed a minimum of 4 inches
below grade in undisturbed soil. Support every
pier with a properly designed footing (see
4.2.1.1).
4.2.1 Acceptable types of footings
4.2.1.1 Concrete
Footings may consist of precast or
poured -in -place concrete, pads, slabs, or
ribbons at least 3 1 /2- inches thick, with a 28 -day
compressive strength of at least 3,000 pounds
per square inch.
4.2.7.2 Pressure - treated permanent wood
• Two layers of nominal 2 -inch thick
pressure- treated wood having 0.60 retention in
accordance with AWPA C22 Standard, with the
long dimensions of the second layer placed
perpendicular to that of the first, may also be
used.
4.2.1.3 Other materials
Other. materials approved for footings may be
used when approved by local authorities it they
• provide equal' load-bearing capacity and
�l resistance to decay. Examples include:
1/2 inch maximum crushed stone;
-- 3/8 inch or 3/4 ihch graduated gravel;
— coarse sand, with grains no smaller than
0 1/16 inch, placed so it provides a soil- bearing
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4.2.2 Placement in freezing climates
4.22.1 Conventional footings
In areas subject to ground frost heave, place
footings below the frost line. Consult local
authorities to determine the depth of the frost
line. In the absence of a local code, use the
frost penetration map provided in figure 4 -4 as
a guide.
4.2.2.2 Floating slab systems
When properly designed by a registered
professional engineer, a 'floating slab system'
may be used above the frost line. The design
shall accommodate • the anchorage
requirements identified in 5.
4.2.2.3 Insulated foundations
Footings may also be 'placed above the frost
line when the home is provided with a perimeter
foundation or skirting having insulation
properties sufficient to prevent freezing of the
soil under or adjacent to every load- bearing
component of the foundation and acceptable
for this purpose to the authority having
jurisdiction. Useful design guidelines may be
found in the references found in Annex F.
Insulation systems should be compatible with
the requirement to cross - ventilate the entire
space under the home.
4.2.3 Proper sizing of footings
Proper sizing of footings depends upon the
• load - carrying capacity of both the piers and the
soil. See table 4 -3 for recommended footing
sizes.
4.3 Permanent foundations
Check local building codes and regulations and
consult a registered engineer when the home is
to be sited on a permanent foundation .(such as
a full basement, crawl space, or load- bearing
perimeter foundation). To obtain a permanent
foundation design that meets most local codes,
write to the manufacturer of the home. Useful
ideas and design guidelines can also be found
in reference publications, such as those listed in
Annex F.
1,
4.4 Special considerations
Also see 5.5.3.
4.4.1 Areas prone to flooding
Special elevations and anchoring techniques
are required when locating a home in an area
prone to flooding. Consult an engineer and the
local building official to make sure that home
design and construction conform to applicable
federal, state, and local codes and regulations.
The Federal Emergency Management Agency
(FEMA) publication listed in Annex F contains
design and construction recommendations for
elevated foundations as well as for connections
and anchoring systems that will allow the
foundation system to resist flood forces.
4.4.2 Severe wind areas
Special foundation and anchoring techniques
are required when locating a home in a severe
wind area is unavoidable. Consult a registered
engineer. The HUD foundations design guide
listed in Annex. F contains recommendations for
designing foundations and anchoring systems.
Do not place the home in a more severe wind
zone than the one indicated on the data plate
posted in the home.
4.4.3 Special snow load conditions
Homes designed for and located in heavy
snowfall areas or that are subjected to other
extreme loading conditions may require special
piers or footings. Check with the local authority
having jurisdiction.
4.5 important reference documents
See Annex F.
5 Installation procedures
5.1 Moving manufactured home to location
The following items shall be completed or
verified before placing the manufactured home:
— The site is properly prepared (see 3).
— Ail footing work necessary for setting the
NCSBCS/ANSI A225.1
home is completed.
— Utilities are available.
— Any trenching, for crossover drain lines or
for wheels that will be left in place, is
complete.
— Items that could be difficult to install after
the home is sited (such as anchors and
ground moisture retarders), are in their proper
locations.
CAUTION: The home weighs several tons. Use
adequate temporary support blocking to
safeguard workers.
5.2 Positioning home
The home shall be installed and leveled by
qualified installation personnel who are
acceptable to the authority having jurisdiction.
5.3 Interconnection of multisection homes
The following items shall be completed during
the interconnection of multisection homes when
the manufacturer's installation instructions are
not available.
— Provide an air infiltration barrier on the
mating edges of the floor, end walls, and
ceilings.
— Fasten the roof at the ridge with #10 x fl-
inch wood screws, at a minimum, at 12 -inch,
on- center, staggered intervals. Secure end
walls with #10 x 4 -inch wood screws; at a
rninimurn, at 6 -inch, on- center, staggered
intervals. Fasten floors together at the
mating line with #10 x 4 -inch wood screws, at
a minimum, at 12 -inch, on- center, staggered
intervals.
— Mating walls shall be firestopped in
accordance with the MHCSS.
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NCSBCS/ANSI A225.1
Table 5-1 — Normal Home Installations
(Single- Or Multisection Homes)
Types Of Foundation Systems —
Main Components
Piers — Ground anchors:
The manufactured home rests on piers of
concrete block; formed -in -place concrete;
permanent wood; or steel pedestals on
permanent wood, crushed stone, or concrete
' footers. The ground anchors in the soil are
angled to the resist straps or embedded in
dead -men in the soil. Straps are tied to the
frame, with or without over -the -top straps.
Concrete slab or continuous footings:
The manufactured home rests on a concrete
slab or ribbons of concrete. The straps are
tied between the frame and the perimeter
footers or concrete slab.
Pile/post system:
The manufactured home rests on piles or
posts placed sufficiently deep in the ground
to resist all wind, snow, and earthquake
forces. Straps fasten the home to the piles or
posts or to caps placed thereon.
Concrete, concrete block, or wood -
foundation, load - bearing, perimeter walls:
The' manufactured home rests on exterior
load - bearing walls that sit on concrete or
gravel footings. Straps fasten the home to
the walls to resist all extemal forces.
5.4 Cross -over connections for multisection
manufactured homes
5.4.1 Utility cross -ovens
Connect water, drainage,
telephone utility cros.overs.et The cr correct
procedures are outlined in 8.
5.4.2 Duct -work cross- overs.
flexible air conditioning or heating ductts or both
to the sleeves projecting through the bottom
covering, seal the ducts' adjustable collars with
several wrappings of duct tape, and
suendlsupport them above the ground (see
figure 5-1).
5.5 Anchoring instructions
After blocking and leveling, the installer should
secure the manufactured home against the
wind, unless the jurisdiction permits otherwise.
The type of installation is the determining factor
in deciding how this should be done, as is
described in the following sections.
5.5.1 Normal installations
Table 5 -1 summarizes and defines the types of
normal installations. The pier- and - ground-
anchor system, as provided in this standard, is
most common. When using another type of
installation, consult a registered engineer_
NOTE - The anchoring or foundation system shall
be capable of meeting the loads required by the
MHCSS.
5.5.1.1 Number and location of anchors
Select the number and location of straps and
anchors from the chart and diagram in figure
5-2. Use either the single -. or the double -strap
method. Use only approved ground anchors
capable of resisting at least the minimum loads
given in the chart for the method selected.
5.5.1.2 Installation of anchors
The following is one example: Install the
anchors at the locations selected from figure 5 -2
when the home manufacturer's installation
instructions are not available. Follow the anchor
manufacturer's instructions. Use single - headed
anchors at all 'frame- tie -only' locations when
using the single -strap method, and
double= headed anchors when employing the
double -strap method. Install single- or
double- headed anchors at all over - the - roof -tie
locations. When using a single strap, line up
the shaft of each anchor with its strap (see
figure 5 -3). When connecting more than one
strap to a single anchor, line the shaft of the
anchor with the results achieved by calculating
the combined forces (see figures 5.4). The
ground anchors must be sized for the direction
of the load and the type of soil. (See figures 5.3
and 5.4 for additional information on the
installation of anchors and tiedowns.)
5.5.2 Over - the -roof straps
If over- the -roof straps are provided with the
home, they must be reinstalled.
5.5.3 Severe climatic conditions
5.5.3.1 Freezing climates
Be sure anchor augers are installed below the
frost line. During periods of frost heave, be
prepared to lessen tension on the straps.
5.5.3.2 Severe wind zones
Before a home is installed in a severe wind zone
or is located within 1,500 feet of a coastline in
Wind Zones iI or 111, seek the advice of an
engineer. Have engineered drawings showing
foundation, connection, and anchorage details
approved by focal authorities. Design guidelines
may be found in HUD's permanent foundations
guidebook referenced in Annex F. Homes
destined for severe wind areas in Zone I shall be
designed and installed for Zone iI conditions
(see figure 3 -1).
5.5.3.3 Areas prone to flooding
Foundation considerations are discussed in
4.4.1 and the FEMA document referenced in
Annex F. Unconventional anchorage and
tie -downs often are needed in designing and
constructing the special elevated foundations
required in areas prone to flooding. Consult an
engineer and the local building official for
guidance.
5.6 Installation of on -site structures
Design all buildings and structures to support all
of their own live and dead loads. Provide fire
separation, as state or local ordinances require,
for occupancy.
5.6.1 Expanding rooms
Install expanding rooms in accordance with the
manufacturer's instructions. When the
manufacturer's instructions are not available,
accordance with table 4-1; ground anchors shalt
be installed in accordance with figure 5 -2.
NCSBCS /ANSI A225.1
5.6.2 Garages and carports
A garage or carport must be installed according
to the manufacturer's instructions and to all
applicable local codes. The garage or carport
must be supported independently of the
factory-built portion of the manufactured home.
Electrical circuits in a garage shall be provided
with ground -fault circuit protection.
5.6.3 Porches
Site - constructed porches must be constructed
and inspected according to applicable building
codes.
5.6.4 Steps, stairways, and landings
Steps, stairways, and landings must be
constructed and inspected according to
applicable building codes.
6 Installation of optional features
NOTE — Where applicable, and specific to
manufacturer's product.
6.1 Hinged roofs and eaves
If the home has a hinged roof or eave(s),
caution must be taken.
6.1.1 Moving the home
Plan to move the home without dismantling it, if
possible.
6.1.2 Hinged roofs or eaves
if a hinged roof or eave must be dismantled,
obtain professional assistance to ensure that no
damage is done in the process.
6.1.3 Reinstalling dismantled roofs or eaves
When reinstalling dismantled roofs or eaves,
particular care should be taken to ensure that all
vent stacks, fumaces, water heaters, ventilation
systems, fireplaces, and wood stoves are
properly installed in accordance with listed
appliance manufacturers' instructions.
11
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NCSBCS/ANSI A225.1
6.2 Garden and bay windows
if We home is supplied with a garden or bay
window that was dismantled or removed for
transportation, it must be reinstalled to resist the
elements and be supported as required.
6.3 Awnings and ramadas
Choose only freestanding products with support
columns.
6.4 Miscellaneous lights and fixtures
Some exterior lights, ceiling fans and
chain -hung fixtures may not yet be installed
when the home is delivered. All of these fixtures
must be grounded by a fixture- grounding screw
or by a fixture - grounding wire. For chain -hung
fixtures, use both of these 'methods. When
fixtures are mounted on combustible surfaces
such as hardboard, install a noncombustible ring
to completely cover the combustible surface
exposed between .. the fixture canopy and the
wiring outlet box. If . siding has not been
installed at a fixture location, remove the outlet
box and install the siding with a hole for the
outlet box. Then reinstall the outlet box and
proceed as for other fixtures, which shall be
installed according to their listings.
6.4.1 Exterior lights
•
Remove the junction box covers and make
wire -to -wire connections, using wire nuts.
General practice is to connect wires black -to-
black, white -to- white, and ground -to- ground.
Push the wires into the box and secure the light
fixture to the junction box. Caulk around the
base of the light fixture to ensure a water -tight
seal to the side wall. Install the light bulb and
attach the globe, as in figure 6 -1.
6.4.2 Ceiling fans
To reduce the risk of injury, install .ceiling fans
with the trailing edges of the blades at least 6
feet 4 inches above the floor. Connect the
wiring, as shown in figure 6 -2, and follow the
manufacturer's instructions, as in shown in figure
6 -2.
6.5 Ventilation options
Follow the component manufacturer's
instructions (see, for example, figure 6 -3.)
6.6 Optional panels, siding, and moulding
If the home is equipped with optional panels,
siding, or moulding, refer to figure 6 -4 for the
proper installation procedures.
6.7 Exterior coverings
Install exterior coverings (stucco, plywood, vinyl,
or hardboard exterior siding; shingled or tiled
roofs; etc.) according to the product
manufacturer's instructions. Do not cover the
home's label (the "HUD" label) when applying
any exterior coverings.
•
6.8 Skirting
Skirting, if used, shall be of durable materials
suitable for exterior exposures. Skirting must
not be attached in a manner that can cause
water to be trapped between the siding or trim
to which it is attached. The skirting should be
recessed under the siding or trim. Most local
codes do not permit wood, including lumber and
all wood siding used for skirting, to be used
within 6 inches of the ground unless it is
ressure treated to prevent decay and termite
festations.
P
in
Ventilation shall be provided for the crawl space
at a minimum of one square foot of free area for
every 150 square feet of the home's floor area.
Ventilation openings shall be placed at or near
each corner of the home and as high as
practicable. Openings shall be located to
"provide cross- ventilation on at least two opposite
sides.
Except in arid regions with dry soil conditions, a
uniform 6 -mil polyethylene sheet material or
other acceptable vapor barrier material should
be installed on the ground surface beneath the
home to further reduce moisture. Where an
acceptable ground vapor barrier is installed and
one such ventilation opening is within 3 feet of
each corner of the home, the total area of
ventilation openings may be reduced to one
square foot for every 1,500 square feet of the
home's floor area. Where local codes have
minimum ventilation requirements for crawl
spaces, these requirements shall apply to
homes with skirting and continuous foundations.
Access opening(s) not less than 18 inches in
any dimension and not Tess than three square
feet in area shall be provided and shall be
located so that any water supply and sewer
drain connections located under the home are
accessible for inspections.
Dryer vents, air conditioning condensation
drains, and combustion air inlets .must pass
through the skirting to the outside.
6.9 Telephone and cable TV
CAUTION: Careless installation of telephone
and cable television lines may be hazardous.
Failure to follow these instructions may, result in
serious personal injury or death. The walls and
floors of the home contain electrical circuits,
plumbing, and duct work. Avoid contact with
these systems when drilling through and placing
cables within these cavities. Only trained .
professionals should handle such work.
6.10 Joints and seams
Where appropriate, weatherproof all joints and
seams that were disturbed during relocation of
the home.
7 Preparation of appliances
7.1 Clothes dryer vent
The clothes dryer must exhaust to the exterior of
the home, or beyond any perimeter skirting
installed around it, as shown in figure 7 -1.
IMPORTANT: Do NOT let the exhaust system
end under the home, where excess moisture or
flammable material can accumulate. (Follow the
dryer manufacturer's instructions for installing
the exhaust system.).
7.2 Comfort cooling systems
IMPORTANT: Before installing a comfort
cooling system, check the home's data plate to
assure that the home has been designed for
NCSBCS /ANSI A225.1
the installation of central air conditioning. Only
qualified personnel may install a comfort cooling
system not provided with the .home. Follow the
product manufacturer's installation instructions
and conform to all local codes.
7.2.1 Air conditioners
An installed central air conditioning system must
not exceed the rating shown on the home's
compliance certificate.
The home's electrical distribution panel may
contain optional factory- installed circuits for air
conditioning. The maximum full -load ampere
draw for the desired air conditioning unit must
not exceed the circuit rating shown.
IMPORTANT: Electrical circuits within the home
may not have been sized for the additional load
of non- factory- installed air conditioning, and a
,separate, outside electrical supply may have to
be provided.
'A" -coil air conditioning units must be
compatible and listed for use with the fumace in
the home. Follow the air conditioner
manufacturer's instructions. Direct all
condensation beyond the perimeter of the
home by means specified by the equipment
manufacturer.
7.2.2 Heat pumps
Install heat pumps according to the heat pump
manufacturer's instructions.
7.2.3 Evaporative .coolers
Install a roof- mounted cooler by following the
appliance manufacturer's instructions. Before
installing a roof- mounted cooler, be sure that
the roof will support the weight of the cooler. A
rigid base must be provided to evenly distribute
the cooler's weight over several rafters.
7.3 Fireplace and wood -stove chimneys and
air inlets
Fireplaces and wood stoves require on -site
installation of additional section(s) of approved,
listed chimney pipe, a spark arrestor, and a rain -
cap assembly (see figure 7 -2.). Fireplace and
wood -stove chimneys and air inlets shall be
13
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installed in accordance with their listings. All
fireplaces and wood stoves installed shall be
listed for use in manufactured housing. For field
installation, approval from the manufacturer and
the authority having jurisdiction shall be required
to ensure compliance with the required
standards.
7.3.1 Minimum extensions above roof
To ensure sufficient draft for proper operation,
extend the finished chimney at least 3 feet
above the highest point at which it penetrates
the roof and at least 2 feet higher than any
building or other obstruction located within a
horizontal distance of 10 feet. if there are
obstructions on the site that extend higher than
the home's roof peak and are within 10 feet of
the chimney, the installer may have to provide
an additional section of chimney pipe, if required
to do so by local codes.
7.3.2 Required components
The required components of a correctly - installed
chimney are as shown in figure 7 -2.
7.3.3 Combustion air duct inlets
Combustion air-intake ducts end just below the
bottom covering of the floor. The ducts must be
extended to the outside when the home has a
basement or crawfspace. If the added ducts are
not supplied, they may be purchased at a
hardware store. The fireplace manufacturer's
instructions for installing combustion air ducts
can be found in the fireplace/stove or with the
chimney parts. Do not allow the combustion air
inlet to drop material from the hearth to the area
beneath the home. Locate the inlet damper
above the expected snow level, as shown in
figure 7 -2.
7.4 Range, cook -top, and oven venting
IMPORTANT: If the home is equipped with a
combination range (cook- top)Igrill or oven that
contains its own exhaust system, the vent must
exhaust to the exterior of the home. If
perimeter skirting is Installed, the vent must
exhaust through the skirting.
14
8 Utility- system connection and testing
8.1 Proper procedures
Consult local, county, or state authorities before
connecting any utilities. Only qualified service
personnel, familiar with local codes and licensed
where required, should make utility connections
and conduct tests.
8.2 Water supply
8.2.1 Maximum . supply pressure and
reduction
The water systems of the home were designed
for a maximum inlet pressure of 80 pounds per
square inch. IMPORTANT: II the home is
located in a water district where the local water
supply pressure exceeds 80 pounds per square
inch, install a pressure - reducing valve.
8.2.2 Connection procedures
8.2.2.2 Mandatory shut -off valve
Install an accessible shut -off valve between the
water supply and the inlet, as shown in figure
8 -1. It must be a full -flow gate or ball valve.
8.2.2.3 Cross -overs
Multisection homes with plumbing in both
sections require water -line cross - connections, as
shown in figure 8 -2. Remove the shipping caps
from the water Tines and install the cross -over
connectors provided with the home. If freezing
could occur, wrap water connectors with
insulation.
8.2.3 Freezing protection
8.2.3.1 Necessity
In areas subjected to subfreezing temperatures,
protect exposed sections of water - supply piping,
shut -off valves, pressure reducers, and pipes in
water- heater compartments with uninsulated
doors. from freezing.
8.2.3.2 Use of heat tapes
Heat tapes (either automatic or nonautomatic)
can protect exposed plumbing from freezing.
CAUTION: In order to reduce the risk of fire, use
only heat tapes listed by a nationally recognized
testing laboratory for use with manufactured
homes, and install them only in accordance with
the manufacturer's instructions. Plug the 3 -wire,
grounded cord set of the heat tape into the
outlet located under the home near the water
supply inlet (figure 8.1).
8.2.4 Testing procedures
Even though the water system was tested at the
factory, it shall be rechecked for leaks at the
installation site. The test shall be made by
subjecting the system to air or water at 100
pounds per square inch for 15 minutes without
loss of pressure.
8.3 Drainage system
8.3.1 Assembly and support
i1 portions of the drainage system were shipped
loose when the home was relocated, reinstall
them in accordance with the MHCSS, Part
3280.608 (see figure 8 -3).
8.32 Proper slopes and connector sizes
Drain lines must slope at least 1/4 inch fall per
foot of run unless otherwise noted on the
schematic diagram (see figure 8 -4).
EXCEPTION: 1/8 -inch fall per foot is allowed
when a clean -out is installed at the upper end of
the run. Connect the main drain tine to the
site's sewer hook -up, using an approved
etastomer coupler (figure 8 -5).
8.3.3 Cross -overs
Connect multisection- home, drainage -line cross-
overs as shown in figure 8 -6.
8.3.4 Testing procedures
Even though the drainage system was tested at
the factory. it shall be rechecked for leaks after
installation at the site. This shall be
accomplished by capping the water line, filling it
with water, and holding it 15 minutes.
NCSDCSIANSI A225.1
8.4 Gas supply
8.4.1 Type of gas system furnished with
home
All gas - burning appliances, including the heating
system, are equipped for either natural gas (NG)
or liquified petroleum gas (LPG). A qualified
service person must convert the appliances from
one type of gas to the other, following the
instructions provided by the manufacturer of
each appliance.
8.4.2 Orifices and regulators
IMPORTANT: Special orifices and regulators are
required for specific gases. See the instructions
accompanying each gas - burning appliance for
.modification instructions. Before making any
connections to the site supply, check the inlet
orifices of all gas - buming appliances to ensure
they are correctly set up for the type of gas to
be supplied. Special attention should be given
to homes sited at altitudes above 3,000 feet.
8.4.3 Proper supply pressure.
IMPORTANT: The gas piping system in the
home has been designed for a pressure that is
not to exceed 14 inches of water column (8
ounces or 1/2 pound per square inch). if gas
from any supply source exceeds, or may
exceed, this pressure, a regulator must be
installed To operate gas - buming appliances
safely and efficiently, do not exceed the design
pressure limitations. For NG systems, the
incoming gas pressure should remain between
6 inches and 8 inches of water column. For
LPG systems, the pressure should register
between 12 inches and 14 inches of water
column.
8.4.4 Cross - overs
A gas cross -over may need to be installed in
multisection homes. All cross -overs and fittings
must be listed for exterior use and be of the
same size as the main unit pipe. Do not use
tools to connect or remove the flexible
connector quick - disconnect.
15
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NCSECS/ANSI A225.1
8.4.5 Testing procedures
Even though the gas system was tested at the
factory, it shall be retested for leaks at the
installation site by qualified personnel (see
8.4.3).
8.4.6 Connection procedures
Inspect gas- burning appliance vents to ensure
that they have been connected to the
appliance, and ensure that roof jacks are
installed and have not come loose during
transit. IMPORTANT: Have the gas system
connected to the gas supply only by an
authorized representative of the gas company.
8.4.7 Gas appliance start-up procedures
One at a time, open each equipment shut -off
valve, light pilot lights, and adjust burners
according to each appliance manufacturer's
instructions. IMPORTANT: Ensure that the
water heater is fitted with water before lighting
the pilot light. Check the operation of the
furnace and water heater thermostats and set
them to the desired temperatures.
8.5 Heating oil systems
Homes equipped with oil- burning fumaces must
have their oil supply tankage and piping
installed on site. These items are not supplied
by the manufacturer. Consuit the oil - buming
furnace manufacturer's instructions for proper
pipe size and installation procedures.
IMPORTANT: All oil storage tanks and pipe
installations must meet all applicable local
regulations and should be made only by
experienced, qualified personnel.
8.5.1 Tank installation requirements
Unless the home is installed in a community with
a centralized oil distribution system, an oil
storage tank must be installed outside the
home. Locate the tank where it is accessible to
service and supply and safe from fire and other
hazards.
8.5.2. Leak test procedure
Before operating the system, check for leaks in
16
the tank and supply piping. Fill the tank 10
capacity with fuel and examine all joints in the
system for leakage.
8.6 Electricity
A large- enough power supply must be available
at the site. An inadequate power supply may
result in improper operation of, and possible
damage to, motors and appliances. The current
rating in amperes of the home can be found on
the tag located outside, next to the feeder or
service entrance, and also on the electrical
distribution panel.
8.6.1 Description and rating of house wiring
The home is designed for connection to an
electrical wiring system rated at 120/240 volts
AC. IMPORTANT: Proper and safe connection
depends on the type of supply system with
which the home is equipped.
8.6.2 Electrical equipment/ installations
All electrical equipment and installations shall be
designed, constructed, and maintained in
accordance with the applicable provisions of the
MHCSS, the National Fire Protection Association
(NFPA) 70, the National Electrical Code (NEC),
or the local jurisdiction having authority, or all of
the above.
J
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MLL. 1
Annex A
(informative)
Final Inspection Checklist
This Annex is not part of the requirements of
this document, but is included for informational
purposes only.
Final inspection shall be made when the home
installation (set -up) is complete. A checklist
such as the one given below should be
developed to ensure that no items have been
overlooked and that work has been properly
completed.
1 Water and drain systems
Check to ensure that:
- correct materials for water and drain lines
have been used;
- connections and splices are properly made;
- supports are of correct material and are
property spaced;
necessary inspections and tests have been
made;
- water tines are protected from freezing .
when applicable;
- proper slope has been maintained on drain
lines.
2 Electrical systems
Check to ensure that:
- panel amperage matches connection to
home;
- electrical inspections have been performed;
connections between multisections are in
accordance with the MHCSS and access
covers are in place.
3 Gas/fuel oil systems
Check to ensure that:
— correct materials and fittings are used;
- the pressure test has been conducted on
the gas system;
• - the connection between rnultisections are
in accordance with the MHCSS, with access
as required.
4 Appliance function, operation, and
venting
Check to ensure that:
- vent or chimney extensions shipped loose
on the home have been mounted and
serviced in accordance with the
manufacturer's instructions;
- appliances and valves have been tested
and are properly working;
- venting of appliances under unit are in
accordance with the MHCSS;
- dryer is properly vented;
- solid - fuel- buming fresh air intake is properly
installed
- temporary shipping blocks have been
removed;
- exhaust fan operation and air flow are
correct_
5 Windows and doors
Check, to ensure that:
- windows meet egress requirements and
have operation instructions on them;
17
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NCSBCS/ANSI A225.1
— doors function properly;
— temporary shipping hardware has been
removed from windows and doors.
6 Exterior of home
Check:
— for damage to under carriage or .bottom
board;
— chassis, floor joists, or both for
installation/transportation damage; .
— bottom board for rips or tears;
for damage to siding (cracks, breaks, holes,
nail pops, etc.);
— for damage to metal or composition roofs:
— for holes or rips in metal roof;
— shingles for damage and sealing;
-- drip edge or fascia damage.
— roof openings for sealing (vents, stacks,
etc.);
— to ensure that when gutters and
downspouts are installed, the water is.
diverted away from the home.
7 Interior of home
Check:
— for damage to floor coverings (vinyl•
carpet);
— for damage to wall finish (holes, cracks, nail
pops, etc.);
— for damage to ceiling finish (holes, cracks,
nail pops, etc.);
— for damage to interior trim (splits, cracks,
nail pops, etc.);
—
finisrul i ection common areas for correct
8 Skirting
Check to ensure that:
— skirting used is in accordance with owner's
specifications;
— venting is in accordance with the
manufacturer's specifications;
— skirting is constructed to prevent frost
movement in areas of where it occurs;
— polyethylene ground cover is correctly
installed.
9 Blocking/footings
Check to ensure that:
— footings are of proper size and construction
for soil conditions;
— spacing of piers is in accordance with the
manufacturer's guidelines;
— footing depth is below frost line;
— foundation walls, if required, meet local
codes, ordinances, or covenants;
— pier construction meets manufacturer's
specifications.
10 Anchoring
Check to ensure that:
— approved anchors are used;
— correct number of anchors, straps, or both
are used according to the manufacturer's
instructions;
— anchors are installed at correct angles and
in accordance with the anchor manufacturer's
listing for approval.
11 Miscellaneous
Check to ensure that:
— the smoke detector(s) is operating
correctly;
— construction seats (the HUD Labei") have
not been damaged, removed, or covered by
skirting;
-- installation /anchoring certificates, .seals, or
both have been issued and installed if
required;
— data plate is intact and legible;
— low- hanging tree branches and bushes
have been trimmed. •
All transit and installation damage is required to
be reported to the manufacturer if the home is a
new unit. Check with local authorities having
jurisdiction prior to installation for code
requirements and permitsfinspections required.
r"}
NCSHCSIANSI A225.1 IP
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NCSBCS/ANSI A225.1
Annex B
(informative)
Barrier -free Design Aspects for the
Physically Handicapped (Exterior Only)
This Annex is not part of the requirements of
this document, but is included for informational
purposes only.
1 General
The following are offered as guidelines to
providing basic barrier -free design features in
manufactured home communities to the extent
considered desirable or needed by the
operators to facilitate use by the physically
handicapped. The Annex material represents
informational material only and does not
constitute a part of the mandatory provisions of
this standard.
NOTE 1 - Dimensions herein are in U.S. units
only. as they are advisory.
NOTE 2 - This is a developing technology, an
data herein should be checked with the lates
guide from recognized authorities.
d
2 Walks
Walks should be 42 inches wide. If the' slope of
a walk is greater than 5 percent (1 -inch rise in a
20 -inch run), a handrail should be provided.
The slope of a walk should not exceed 8.33
percent (1 -inch rise in a 12 -inch run).
Walks should have a continuous common
surface, not interrupted by steps or abrupt
changes in level greater than 1/2 inch. Where
walks cross driveways or parking lots, they
should blend to a common level by means of
curb cuts, ramps, or other means. Curb cuts
should have a textured, nonslip surface (such as
broom- finished concrete).
. •Walks should be provided with a level area no
•
less than 5 feet x 5 feet where they terminate at
doors. In no case .should such walks extend
• less than 1 foot beyond the side from which the
• door opens.
•
•
• 20
•
•
•
•
a
3 Ramps
Ramps should not have a slope greater than 1
foot within 12 feet (or 8.33 percent) and should
be no Tess than 4 feet in clear width. Ramps
should be structurally designed to carry a
minimum live load of 100 pounds per square
foot when freestanding.
If the ramp slope is greater than 5 percent and
there is no drop -off, one handrail should be
provided. Where a ramp drops off on one or
both sides, handrails should be required on both
sides of the ramp. Handrails should be 32
inches in height, measured from the surface of
the ramp and extended 1. foot beyond the top
and bottom of the ramp or tum at right angles.
The ramp should have a nonslip surface. Each
ramp should have a level platform at the top
that is at least 5 feet x 5 feet and this platform
should extend at least 1 foot on the side from
which a door opens. Each ramp should have at
least 5 feet of straight, level clearance at the
bottom. Straight -run ramps should have, at a
minimum, 3- feet -long intermediate -level plat-
forms at intervals of 30 feet for purposes of rest
and safety, and wherever they tum should have
level platforms that should be at least as wide
as the ramp and 5 feet long (deep).
4 Doors and doorways
Each exterior and interior door should have a
clear opening of no less than 32 inches when
the door is open. Such a door should be
operable by a single effort with one hand. The
distance between two doors (e.g., outer and
inner) should be a minimum of 6 1/2 feet. The
floor on the inside and outside of each such
double doorway should be level and clear for a
distance of 5 feet from the door and should
extend 1 foot beyond the side from which the
door opens.
The bottom rail of narrow, stile- framed glass
doors should have a minimum height of 7 1/2
i
inches. Exterior thresholds should be level, wit
a maximum edge height of 3/4 inch. interio
thresholds should be flush with the floor or
leveled at not more than 5 percent slope, with a
maximum edge height of 1/2 inch. Where door
closures are used, the pressure to open a door
should not exceed a maximum of 15 pounds.,
(The lightest possible door pressure for use t y'
the disabled is preferred.)
5 Outside stairs
Outside stairs should not have abrupt (square)
nosing; a 1 -inch- diameter, rounded nosing is
desirable. Stairs should have at least one
continuous handrail, 21 inches in height,
measured from the tread at the face of the riser.
The handrail should extend at least 18 inches
beyond the top step and beyond the bottom
step or tum at right angles. Care should be
taken that the extension of the handrails is not
in itself a hazard, and the extensions should be
made on the side of a continuing wall where
available.
h
6 Other facilities for assistance to the
physically challenged
Special designs are available for such other
facilities as listed herein for the convenience of
physically challenged persons. These include:
— Campsites;
— Control devices for light, power, heat,
ventilation, windows, draperies, doors, and
similar devices;
— Elevators;
— Kitchen arrangements;
— Swimming pool facilities;
— Telephone;
— Toilet compartments and
Fincluding showers);
— Water fountains.
•
toilet fixtures
NCSBCS /ANSI A225.1
7 Available texts for further guidance
are:
'Barrier -free Site Design,' available from the
Superintendent of Documents, U.S.
Government Printing Office, Washington, DC
20402. This publication is based on research
and studies conducted by the American Society
of Landscape Architects foundation under
contract with the U.S. Department of Housing
and Urban Development and Office of Policy
Development and Research and was issued in
April, 1975 (HUD- PDR -84). This publication also
contains a helpful bibliography with additional
data;
An illustrated Handbook of the Handicapped
Section of the North Carolina State Building
Code,' originally issued in 1974, with
subsequent updates, is available from the North
Carolina Department of Insurance, P. O. Box
26387, Raleigh, NC 27611;
`American National Standard for Accessible and
Usable Buildings and Facilities and Usability for
Physically Handicapped People,' American
National Standard A117.1, 1992. This standard
applies to buildings, outdoor facilities, public
walks, and residential structures and is available
from the Council of American Building Officials
(CABO), 5203 Leesburg Pike, #708, Falls
Church, VA 22031;
"Design for the Physically Handicapped," U.S.
Department of the Army, Office of the Corps of
Engineers, Washington, DC 20314;
Public Law, P.L.-101-396, July, 1990;
Americans with Disabilities: Act (ADA)
Accessibility Guidelines for Buildings and
Facilities; Final Guidelines;
Interim Guidelines for Building Occupant
Protection from Tornadoes . and Extreme
Winds," TR -83A, January ,1980, Sections 1 and
2, Published by the Federal Emergency
Management Agency (FEMA), Washington, DC.
21
•••••••••••••••••••••••••••••.•.•••••••••••1
D••••••••••••■••••••••••••••••••••••••••••••4
JrimrLt
Sample Checklist for Enforcement Officials
This Annex is not part of the requirements of this document, but is included for informational purposes only.
Owner.
Address:
Manufacturer
Model: Serial #- Date of Mfr:
"HUD" Label/State Label Number.
Dealer:
Dealer #:
Installer:
Installer #:
Local Building Official Inspection-
Local Permits:
INSTALLATION:
Seals: Installation #:
nchor #:
Instructions Used: . Manufacturer
Mate•
Support Footings: Type:
ize:
Piers: Materials:
Spacing:
Shims:
Lot/Soil Conditions:
Spacing:
Equipment Used:
Equipment 'Approved:
Anchors:
Frame Removed: Permitted by Manufacturer
(prior to 11/89)
Skirting:
Foundation to Local Building Code.
Support Locations According to Manufacturer
Type:
Attachment to Home:
Poly on Grade:
Access Panel:
a
1•
4
Waste:
Gas:
Electric:
Protected From Freezing:
Support Spacing:
Correct Materials/Fittings:
Slope to Drain"
Support Spacing:
Main Sewer Connection (Gasketed)-
Correct Materials/Fittings:
Pressure Test:
Connection Between Halves ('HUD Code "):
( "Pre- HUD -Code" homes only)
Aluminum Wiring:
Method Used to Eliminate or Reduce Danger.
Supply Amps (matches panel in home)
DATA PLATE:
Roof -zone Load:
Heating Zone:
Furnace: Original (yes/no :
) Gypsum Board Lined:
Water Heater Original (yes/no):
Gypsum Board Lined:
Dryer Original (yes/no) Range: Original (yes/no)-
MISCELLANEOUS:
Fireplace: Yes/No/Model:
roved:
Venting:
Chimney: Fresh Air Intake"
Skirting/Foundation:
• Roof and/or O.H.s
Smoke Detectors:
Alterations: Approved:
Inspected:
Comments:
Date:
Present During Inspection:
nspector. Time
11•••••••••••••••••••••••••••••••••••••••••••
•
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•
NCSBCS/ANSI A225.1
Annex D
(informative)
Suggested Acceptance Guidelines for
"Pre - HUD - Code" (pre - MHCSS) Manufactured (mobile) Homes
This Annex is not part of the requirements of
this document, but is included for informational
purposes only.
"Pre- HUD -Code" homes are homes built prior to
the MHCSS, 24 CFR 3280, which became
effective on June 15, 1976, or homes built prior
to the implementation of individual states'
inspection and .certification programs in
accordance with ANSI Standard A119.1.
Building officials or other regulatory agencies
having jurisdiction over pre -code manufactured
(mobile) homes may enforce, by ordinance or
legislation, compliance with the following items
prior to issuance of permits or certificates of
occupancy.
i
i 1 Exits and egress windows
1.1 Egress windows
•• The home has at least one egress window
each bedroom, or a window that meets he
minimum specifications .of MHCSS 3280,106
and 3280.404 for manufactured homes. These
standards require the window to be at least 22
inches in the horizontal or vertical position in its
. least dimension and at least five square feet in
03 area. The bottom of the window opening shall.
• be no more than 36 inches above the floor, and
. the locks and latches and any window screen or
i storm window devices that need to be operated
to permit exiting shall not be located more than
`I 54 inches above the finished floor.
• 1.2 Exits
• The home is required to have two exterior exit
• doors, located remotely from each other, as
required in MHCSS 3280.105. This standard
requires that single- section homes have the
• doors no less than 12 feet, center -to- center,
from each other, and multisection home doors
• no less than 20 feet center -to- center from each th
other when measured in a straight line.
• 24
regardless of the length of the path of travel
between the doors.
One of the required exit doors must be
accessible from the doorway of each bedroom
and no more than 35 feet away from any
bedroom doorway. An exterior swing door shall
have a 28- inch -wide x 74- inch -high clear
opening and sliding glass doors shalt have a 28-
inch -wide by 72- inch -high clear opening. Each
exterior door other than screen/storm doors shall
have a key- operated lock that has a passage
latch; locks shall not require the use of a key or
special tool for operation from the inside of the
home.
2 Flame spread
2.1 Walls, ceilings, and doors
Walls and ceilings adjacent to or enclosing a
furnace or water heater shall have an interior
finish with a flame- spread . rating not exceeding
25. Sealants and other trim materials 2 inches
or less in width used to finish adjacent surfaces within these spaces are exempt from this
provision, provided all joints are supported by
framing members or materials with a flame -
spread rating of 25 or less. Combustible doors
providing interior or. exterior access to furnace
and water heater spaces- shall be covered with
materials of limited combustibility (i.e., 5/16 -inch
gypsum board, etc.), with the surface allowed to
be interrupted for louvers ventilating. the space.
However, the louvers shall not be of materials of
greater combustibility than the door itself (Le.,
plastic louvers on a wooden door). Reference
MHCSS 3280.203.
2.2 Exposed interior finishes
Exposed interior finishes adjacent to the cooking
range (surfaces include vertical surfaces
between the range top and overhead cabinets,
he ceiling, or both) shall have a flame- spread
rating not exceeding 50, as required by MHCSS
•
•
•
•
•
3280.203. Backsplashes not exceeding 6
inches in height are exempted. Ranges shall
have a vertical clearance above the cooking top
of not less than 24 inches to the bottom of
combustible cabinets, as required by MHCSS
3280.204(e).
3 Smoke detectors
3.1 Location
A smoke detector shall be installed on any wall
in the hallway or space communicating with
each bedroom area between the living area and
the first bedroom door, unless a door(s)
separates the living area from that bedroom
area, in which case the detector(s) shall be
installed on the living -area side, as close to the
door(s) as practicable, as required. by MHCSS
3280.208. Homes with bedroom areas
separated by any one or combination of
common -use areas such as a kitchen, dining
room, living room, or family room (but not a
bathroom or utility room) shall be required to
have one detector for each bedroom area.
When located in hallways, the detector shall be
between the return air intake and the living area.
3.2 Switches and electrical connections
Smoke detectors shall have no switches in the
circuit to the detector between the over - current
protection device protecting the branch circuit
and the detector. The detector(s) shall be
attached to an electrical outlet box and
connected by a permanent wiring method to a
general electrical circuit. The detector(s) shall
not be placed on the same branch circuit .or any
circuit protected by a ground -fault .circuit
interrupter.
. 4 Solid -fuel- burning stoves replaces
4.1 Solid - fuel- buming fireplaces and fireplace
stoves
Solid -fuel- burning, factory-built fireplaces and
fireplace stoves may be used in manufactured
homes, provided that they are listed for use in
manufactured homes and installed according to
their listing /manufacturer's instructions and the
NCSBCS /ANSI A225.1
minimum requirements of MHCSS 3280.709(g).
4.2 Equipment
A solid- fuel - buming fireplace or fireplace stove
.shall be equipped with an integral door or
shutters designed to close the fire chamber
opening and shall include complete means for
venting through the roof, a combustion air inlet,
a hearth extension, and means to securely
attach the unit to the manufactured home
structure.
4.21 Chimney
A listed, factory-built chimney designed to be
attached directly to the fireplace/fireplace stove
and equipped with, in accordance with the
listing, a termination device and spark arrester,
shall be required. The chimney shall extend at
feast 3 feet above the part of the roof through
which it passes and at least 2 feet above the
highest elevation of any part of the
manufactured home that is within 10 feet of the
chimney.
4.2.2 Air- intake assembly and combustion -air
inlet
An air- intake assembly shall be installed in
accordance with the terms of listings and the
manufacturer's instructions. A combustion air
inlet shall conduct the air directly into the fire
chamber and shall be designed t� prevent
material from the hearth from dropping onto the
area beneath the manufactured home.
4.2.3 Hearth
The hearth extension shall be of
noncombustible material that is a minimum of
3/8 -inch thick and shall extend a minimum of 16
inches in front and 8 inches beyond each side
of the fireplace /fireplace stove opening. The
hearth shalt also extend over the entire surface
beneath a fireplace stove and beneath an
elevated or overhanging fireplace.
25
••••••••••••••••••••••••••••••••••••••••••S
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•
•
•
•
•
•
•
•
•?
•
•
•
•
•
•
•}
•
•.,
•
•
•
•
•
•
•
•
•
• 26
•
•
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•
a
NCS8CS/ANS, A225.1
5 Electrical wiring systems
5.1 Testing
Alf electrical systems shall be tested for
continuity in accordance with MHCSS
3280.810, to ensure that metallic parts are
properly bonded; tested for operation, to
demonstrate that all equipment is connected
and in working order, and given a polarity check,
to determine that connections are proper.
5.2 Protection
The electrical system shall be properly protected
for the required amperage load. If the unit
wiring employs aluminum conductors, ail
receptacles and switches rated at 20 amperes
or less that are directly connected to the
aluminum conductors shall be marked CO /ALR.
Exterior receptacles, other than heat tape
receptacles, shall be of the ground -fault circuit
interrupter (GFI) type. Conductors of dissimilar
metals (copper /aluminum or copper -clad
aluminum) must be connected in accordance
with .NEC Section 110 -14.
6 Replacement furnaces and water
heaters
6.1 Listing
Replacement furnaces or water heaters shall be
listed for use in a manufactured home. Vents,
roof jacks, and chimneys necessary for the
installation shall be listed for use with the
furnace or water heater.
6.2 Securement and accessibility
The furnace and water heater shall be secured
in place to avoid displacement. Every furnace
and water heater shall be accessible for
servicing, for replacement, or both as required
by MHCSS 3280.709(a).
6.3 Installation
Fumaces and water heaters shall be installed to
provide complete separation of the combustion
system from the interior atmosphere of the
manufactured home, as required by MHCSS
3280.709(d).
6.3.1 Separation
The required separation may be achieved by
the installation of a direct -vent system (sealed
combustion system) furnace and water heater or
the installation of a furnace and water heater
with enclosures that separate the furnace and
water heater venting and combustion systems
from the interior atmosphere of the home.
There . shall be no doors, grills, removable
access panels, or other openings into the
enclosure from the inside of the manufactured
home. All openings for ducts, piping, wiring,
etc., shall be sealed.
6.3.1.1 Water heater
The floor area in the area of the water heater
shall be free from damage from moisture to
ensure that the floor will support the weight of
the water heater.
Annex E
(informative)
Sample Schedule for Manufactured
Home Installation Permits
This Annex is not part of the requirements of
this document, but is included for informational
purposes only.
For installation of new or relocated homes in a
municipality, a basic permit flat fee may be
established by the municipality to cover the
following inspections:
— foundation inspection:
— frost depth, foundation (requires extra
inspection)
— piers and footings on grade (common
to most park installations)
— skirting installation/ventilation
— anchoring of unit (when required by
local ordinance or by manufacturer's
instructions)
— plumbing inspection:
— sewer connection
— water connection
— on -site work performed on home
water /drain Tines
— gas -line inspection:
materials and connections
— testing
— structural inspection:
— data plate information (June 15, 1976
and newer)
— structural damage
— precode upgrading rules by municipal
ordinance (see Annex D)
NCSBCS/ANSI A225.1
— electrical inspection (state electrical board
or municipality)
Separate permit or hourly inspection fees in
excess of the original basic permit flat fees may
be established by the municipality for the
following:
— required corrections — reinspection
— accessory structures or buildings
— inspection (i.e., wood decks, carports, entry
ways, out - buildings, etc.)
— alterations to original home inspection (i.e.,
structural, mechanical, plumbing, electrical).
Contact state building codes division prior to
issuance, as submittal to state may be
required for approval.
— plan review of accessory structures or
alterations
27
••.`••••.•.. •••A•••.•.•••r.......••.•••...I
Table 3 -1 -- General Description of Soils
Soil Type
Based on the unified classification
system
Allowable Pressure
(pounds per square foot)
No allowances made for overburden
pressure, embedment depth, water table
hei • ht or settlement • roblems
Rock or hard • an
Sand • ravel and . ravel
Clay, sandy clay, silty clay, or clayey
sift
Uncom . acted fill
NOTE —
1. To be used only when none of the following is available: soils investigation and analysis of the site;
compliance with the local building code; and evaluation by a registered professional engineer, architect, or
building official.
2. Hereafter, the words • engineer' or architect" shall.refer to a registered professional engineer or architect.
r
Table 4 -1 – Minimum Pier Capacity
Frame Plus Perimeter Blocking
(Both Frame and Perimeter Blocking Required)
Section
Width
(feet)
8
10
16
18
1111111
is
Roof
Live
Load
(pounds
per
square
foot)
20
30
40
20
30
40
20
40
20
30
40
20
30
40
20
30
40
Pier
Location
Frame
Perimeter
Frame
Perimeter
Frame .
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Frame
Perimeter
Minimum Pier Capacity (pounds)
Maximum Pier Spacing (feet)
900 0�
600
900
700
900
900
1100
700
1100
900
1100
1100
1300
800
0
00
1300
1300
1500
90.0
1500
1200
1500
1500
1700
1100
1700
1400
1700
1700
1900
1200
1900
1600
1900
1900.
1300
800
1300
1100
1300
1300
1700
1100
1700
1400
1700
1700
1900
1
..It
1.0`
1900
2200
1400
2200
1800
2200
2200
2600
1800
2600
2100
2600
2600
2900
1800
2900
2400
2900
2900
1800
1100
1800
1400
1800
1800
2200
1400
2200
1800
2200
2200
2600
1600
10
2200
1400
2200
1800
2200
2200
2800
1800
2800
2300
2800
2800
3200
2000
2600 •
2100
2600
2600
3000
1900
30.00
. 2400
3000
3000
3400
2200
3400
2800
3400
3400
3900
2500
3900
3200
3900
3900
0
00
—00
3200
3700
2400
3700
3000
3700
3700
4300
2700
4300
3500
4300
4300
4800
3100
4800
3900
4800
4800
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
L• IS
•
•
•
0
■
•
0
•
•
•
•
•
•
•
•
•
•
•
•
•
Follow down the "Section Width" column to '14 feet." Follow across to "30 unds square po per qu a foot"
(psf) in the 'Roof Live Load" column. Since the mating wall opening is 18 feet wide, follow across to
• the column headed «20." (For any opening width that is not shown, use the next highest number on
the chart.) The required pier capacity is 5,400 pounds.
•
•
•
•
0)
•
•
.1'
•
Table 4 -2 — Minimum Pier Capacity
Multisection Center -Beam Blocking
Section
Width
(feet)
8
10
14
16
Roof
Live
Load
(pounds
per
square
foot)
20
30
. 40
20
30
40
20
30
40
20
30
40
20
30
40
Pier Load and Minimum Pier Capacity (pounds)
mom
0
800
1000
800
1000
1300
900
10
1200
1600
2000
1500
2000
2500
1800
2300
2900
Mating Wall Opening (feet)
20 25 .30
1800
2400
3000
2400
3200
4000
3000
4000
5000
3600
4800
5000
35
4200
5600
7000
2300
3000
3800
3000
4000
5000
3800
5000
6300
4500
6000
7500
5300
7000
8800
•
•
0
4400
3500
4700
5800
4400
5800
7300
5300
7000
8800
6100
8200
10200
1000
1400
1700
2000
2700
3400
3000
4100
5100
4100
5400
6800
1200 2300 3500 4700
1600 3100 4700 6200
1900 3800 5800 7500
5100
6800
8400
6100
8100
10100
7100
9500
11800
5800
7800
9700
7000
9300
11600
8100
10900
13600
EXAMPLE: 14 -foot section width
30- pounds - per - square -foot roof'live load
18 -foot -wide mating -wall opening
•
•
a
Pier
Table 4 -3 — Footing Size &,2
Capacity
(pounds.)
600
800
1000
1500
2000]
250(c
3000
4000
4500
5000
5500
6000
6500
7000
7500
8000
8500
9000
10000
11000
12000
13000
14000
15000
16000
17000
18000
19000
NOTE —
1000 • sf3
Minim m Footin
9x9
11 x 11
12 x 12
.112.1.5/4v4
17x17
19 x 19
21 x 21
22x22
24 x 24
25 x 25
27x27
28x28
29 x 29
31 x31
32x32
33 x 33
34 x 34
35x35
36x36
38x38
40x40
42 x 42
43x43
45x 45
46 x 46
48x48
49 x 49
51 x 51
52 x 52
Size or E
ual Area inches
Soil Ca . acs
1500 • sf3
2000 . sf3
4000 • sf3
8x8
9x9
10x10
12 x 12
14 x 14
15 x 15
17x 17
18 x 18
20 x 20
21 x 21
22x22
23 x 23
24x24
25 x 25
26 x 26
27x27
28x28
29x29
29 x29
31 x 31
32x32
34x34
35 x 35
37x37
38x38
39 x 39
40 x 40
42 x 42
43x43
7x7
8x8
8x8
10 x 10
12 x 12
13 x 13
15 x 15
17 x 17
18 x 18
19 x 19
20x20
21 x 21
22x22
22x22
23 x 23
24 x 24
25 x 25
25 x 25
27x27
28 x 28
29 x 29
31x 31
32 x 32
33 x 33
34x34
35x35
36x36
37 x 37
5x5
5x5
6x6
7x7
8x8
10x10
11 x 11
12 x 12
13 x 13
13 x 13
14 x 14
15x15
15 x 15
16 x 16
16x16
17 x 17
17 x 17
18 x 18
19x19
20 x 20
21 x 21
22x22
22x22
23 x 23
24 x 24
25 x 25
25 x 25
26 x 26
1. The footing sizes shown are for square pads and are .based on the area (square inches) required for the
bad. Other footing configurations, such as a
inches) Other
equal to or greater than the area of the rectangular configuration, ma) be used, provided the area (square
22-inch Is equal or greater
footing may square footing shown in the table. For example, a 12 -inch x
two 1c (26 x 24-inch r- pads may ma be used in place of a 16 -inch x 16 -inch (256- square -inch) footing. Also,
Y be used in place of one 24 -inch x 24 -inch pad.
2. Local regulations may require design verification by an engineer.
3. psi — pounds per square foot
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Annex N
(informative)
Illustrations
This Annex is not part of the requirements of this document, but is included for
informational purposes only.
35
HI
South
0
Design Roof -load Zones:
South 20 psf (pounds per square foot) minimum
Middle 30 psf (snow)
North 40 psf (snow)
Reference — Manufactured Home Construction and
Safety Standards (MHCSS) 24 CFR 3280.506, latest edition
Figure 3 -1(a) — Roof -load zone map (informational only)
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HI
Zone 1 2 3
1
u -value 0.116 0.096 0.079
Reference — Manufactured Home Construction and
Safety Standards (MHCSS) 24 CFR 3280.506, latest edition
Figure 3 -1(b) Heating- and cooling- design zone map (informational only)
•
Zone I
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'Waal Z.
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1iAf: • •
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II
�
� •
�� Zone I •
/111:11
1
►l""" �C ` \ Zone 11
•
Zone 111 Zone III •
- 7.,neI •
Zone 11
Hi
Zone 111
Zone 1
Design Wind -load Zones:
Standard. Wind Zone! 15 psf Horizontal 9 psf uplift'
Hurricane Zone II +39 psf Horizontal 27 psf uplift
Hurricane Zone 111 ±47 psf Horizontal 32 psi uplift
Note - • net uplift
psf: pounds per square foot
Reference - Manufactured Home Constriction and
Safety Standards (MHCSS) 24 CFR 3280.305(c)(2), latest edition
Figure 3-1(c) - Wind-load zone map (informational only)
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Single - section
Multisection
DO: Crown and grade the site to slope away from the home and cover it with
6 -mil -thick polyethylene sheeting or the. equivalent.
DONT: Grade the site so that water collects beneath the home.
Figure 3-2 — Elimination of water beneath the home
Pier 1
Single blocks,
maximum height of 36 inches maximum height of 80 inches
Pier 2
Double- interlocked blocks,
Pier 3
Steel or concrete
manufactured pier
Concrete grouting
Steel reinforcing bars
For piers exceeding 80 inches in height, the concrete blocks should be filled with
concrete grouting and steel reinforcing bars should be utilized.
Figure 4 -1-- Typical footing and pier installation
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support (see note 4 below);
existing patio door or addition of
patio door
l �
Front (hitch) 1 •
I
Exterior door of home
Required perimeter
support (see note 4)
Exterior wall -
line of home
Figure 4 -2 — Typical blocking diagram for single- section home when manufacturer's
instructions are not available
Note (applies to both figures 4 -2 and 4-3) —
1. See table 4.1 for required pier capacity and spacing.
2. See table 4.3 and section 4.2 for footing requirements.
3. Piers shall be located at a maximum of 2 feet from both ends.
4. Place piers on both sides of entry doors and at any other openings
greater than 4 feet in width, such as patio or atrium doors; under
porch posts, fireplaces, and wood stoves; and under those places
where heavy pieces of furniture such as pianos, organs, waterbeds,
etc., may be placed.
Required perimeter
support (see note 4)
Patio door
1 1 1 I - 1 --r -- -- • i 1 I I 1
t 1 i
t 1 1 t 1 1 I 1
IN
_
i 1 1 t - -- T- -f-- ,- --�-
I i t 1 I 1 1 I 1 1 I
I t I 1 i I I 1 1
Slide -out fireplace _ii - 1 —
Piers/supports shall be sized
according to table 4.2 or calcu-
lated by a design professional and
located under the bearing points of
clear -span openings in center
mating walls
-- rte -
�-- 1.
1 I 1 may-\
1 1 1 I
1 •l I L
• Exterior door of home
Required perimeter
support (see note 4)
Exterior wall -
line of home
Figure 4 -3 — Typical blocking diagram for muitisection home when manufacturer's installation
instructions are not available
r "j
('
Average Depth of Frost Penetration
in Inches
Source: U.S. Department of Commerce
Weather Bureau
Figure 4-4 — Frost penetration map
10•100.•••••••••••••••••••••00 -41 ■0•••••••••••641
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• 10-inch diameter flexible
insulated. duct with 1.0 perm.
maximum vapor barrier
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(a) " This system is utilized when a cross -over duct has not been built into the floor, and the
furnace is outside the 1 -beam. With this type of installation, it is necessary for two
flexible ducts to be installed.
Fumace
`Vee"
adapter
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Strap _
p
support
Flexible duct shall not be in
contact with the ground
Duct
Block
support
(b) This system is used when a cross -over duct has not been built into the floor, and the
fumace is situated directly over the main duct in one section of the home. A single
flexible duct is then used to connect the two sections to each other.
Furnace
• 10-inch diameter flexible
insulated duct with 1.0 perm
• maximum vapor barrier
• Flexible duct shall not be in
contact with the ground
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Figure 5-1— Cross -over duct installation
Duct
Block
support
Not —
1 Unless listed/labeled for a higher capacity by the anchor manufacturer
2 Unless a greater spacing is specified by the anchor manufacturer
3 All homes located in Wind Zones 11 and Ill shall have a vertical tie
installed at each diagonal tie location.
2 -foot
maximum
see chart
2 -foot
maximum
0 0 0 0 0
Frame I-beam
Anchor
__________________ --_____ ------
0. 0 0 0
Figure 5-2 -- Number and location of straps and ground anchors
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Diagonal ties
Home
Main beam
Anchor and strap
in straight line
40° to 50
Diagonal frame
tie - straping
Straps to be installed
within an angle of
40° to 50°
Note -
install anchor to full depth
(Le., completely to head)
\\\
1. All anchoring parts must be certified to a 4,725-pound
2. The ground anchors must be sized in accordance with the direction of the bad
and the type of soil.
3. The ground anchors' augers must be installed below the frost line.
4. Ground anchors may be installed vertically if either a 10 -inch x 18-inch (at a minimum)
concrete collar or an,approved metal stabilizing device is installed.
Figure 5-3 - Proper alignment of straps and anchors
Diagonal and vertical ties
Home
Note-
Main beam
Vertical tie
strapping
Anchor aligned
with resultant of
combined forces
1. All anchoring parts must be certified to a 4,725-pound capacity.
2. The ground anchors must be sized in accordance with the direction of the load
and the type of soil.
3. The ground anchors' augers must be installed below the frost One.
4. Ground anchors may be installed vertically if either a 10 -inch x 18 -inch (at a minimum)
concrete collar or an approved metal stabilizing device is installed.
Figure 5-4 — Proper alignment of straps and anchors
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Ground wire
Wrenut
(a) Exterior light fixture
Junction box
Color -coded
wires
Globe
Noncombustible ring
(if required)
Color -coded
wires
Noncombustible ring
(if required)
(b) Chain -hung fixture
or ceiling fan
Ceiling
box
Ground wire
•
Wire nut
Ground strap
Fudure
ground
wire
Ceiling
Fixture -
mounting
screw
Figure 6-1— Installation of exterior lights
Figure 6-2(a) — Paddle fan installation
CAUTION: Before following the step -by -step
procedure, be sure that the power 10 the fan
wire is off.
i. Remove the fan manufacturer's installation
instructions from the package and determine
the method of attaching the fan to the beam
that is to be used.
2. If the center beam (shipped loose) does not
contain a precut hole for the electrical box, cut a
hole with a hole saw approximately 1/4 inch
larger than the box diameter, at the proper
location. The center line of the hole should line
up with the location of the supply wire through
the ceiling. Center the hole in the width of the
beam.
3. Install the box in the hole and secure the
flange to the center beam with. four #6 x 1 -inch
wood screws.
4. (a) Insert the ceiling wire through a knock-
out hole in the side of the electrical box.
NOTE — It may be necessary to cut a notch from
the top on the supply -wire side of the center
beam hole to allow the supply wire to be inserted
into the electrical box without rubbing against the
center beam during installation.
(b)
Leave approximately 4 inches of wire
free in the box.
5. Secure the center beam in place over the
center line joint.. Be sure that the fan's supply
wire is not pinched or penetrated with beam
fasteners.
6. Secure the electrical box to the ridge beam
with #8 .x 2 112 -inch wood screws through the
two holes in the top of the box.
7. Strip about 3/4 inch of insulation from the
white and black conductor ends.
8. Position the noncombustible flash ring, which
is provided, over the electrical box so that the
finished surface (adjacent to the electrical box)
that is to be covered by the fan canopy is not
exposed.
9. Follow the manufacturer's installation
instructions for mounting the fan assembly on
the box and for electrical wiring of the fan. Use
the electrical connectors that are provided for
splicing the wire. Be certain that the fan is
grounded as specified in the manufacturer's
instructions and that the wires are connected
properly (white -to -white and black -to- black).
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Double -wide ridge beam
Ceiling board
Supply wire coiled and
secured for shipment
Notch beam at hole if
necessary for wire
chase
Secure box to 2 x 6 -inch
center beam with four
#6 x 1 -inch wood screws
(field- installed)
Note —
Applicable to ILL- listed paddle fan
with a swivel -type mounting bracket
2 x 6-inch center beam - shipped loose
for field installation
Hole for box cut through 2 x 6 -inch beam
(may be cut in plant or in field)
Secure box to ridge beam with
two # 8 x 2 1/2 -inch wood screws (field - installed)
Electrical box (see note)
Supply wire inserted in field
through side knock -out of box
Figure 6-2(a) - Paddle fan installation
t
Figure 6-2(b) — Protruding ridge beam
For proper ceiling fan installation, a
prefabricated box has been provided that
includes the electrical box containing the
spliced wires with their connectors.
The prefabricated box is also designed to
conceal the wire that runs through the ceiling
where the fan is to be located. CAUTION:
Before following this step -by -step procedure, be
sure that the power to the fan wire is off.
1. Remove the fan manufacturer's installation
instructions from the package and determine
what method of attachment of the fan to .the
beam will be used.
2. insert the ceiling wire through a side knock-
out hole in the electrical box. Secure the wire in
the electrical box clamp at a point that is
approximately 4 inches from its end.
3.Place the prefabricated box in its final position
on the beam and secure the box to the beam
with the #6 x 2 -inch wood screws, which are
provided, in the metal corner braces.
4. Strip about 3/4 inch of the insulation from
the ends of the white and black conductors.
5. Position the noncombustible flash ring, which
is provided, over the electrical box so that the
finished surface (adjacent to the electrical box)
that is to be covered by the fan canopy is not
exposed.
6. Follow the manufacturer's installation
instructions for mounting the fan assembly to
the box and for electrical wiring of the fan. Use
the electrical connectors, which are provided, for
splicing wires. Be certain that the fan is
grounded as specified in the manufacturer's
instructions and that wires are .connected
properly (white -to -white and black -to- black).
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Beam
Fan wire
from ceiling
Electrical box:
clamp wire at box inlet;
_clamp provided with box.
(4 -inch minimum free cable in box)
Prefabricated box fastened to beam
with two # 6 x 2 -inch wood screws on
each side
Figure 6-2(b) -- Protruding ridge beam
r`,
Figure 6-3 — Ventilatio
NOTE — The following installation instructions are
provided to assist a person who is qualified and
experienced with construction and electrical wiring.
They are not intended to enable someone
unfamiliar with electrical wiring and construction to
perform the installation.
1. The ceiling backer for the fan is mounted
directly in line with the junction box mounted in
the wall of the hallway. Measure approximately
18 inches out from the wall into the hallway for
backer center.
2. Cut an 8 -inch diameter hole, using the
location of step 1 as the center, through the
ceiling board and backer.
3. Using a plumb bob, find the center of the
hole and mark it on the roof backer. Drill a small
hole through the roof backer and roof to mark
the center of the opening from the exterior (the
roof backer is omitted with a shingle roof).
4. Switch off the main circuit breaker in the
panel box. Remove the junction -box cover from
the fan. Install a 112 -inch cable clamp through
the hole in the side of the fan.
5. Find the free end of the switch leg wire,
located in the roof cavity, to be connected to the
fan. Insert the switch leg wire through the cable
clamp.
6. All connections are to be properly made with
wire nuts. Connect the black wire from the
switch leg to the black wires from the fan; the
white wire from the switch leg to the white wires
from the fan; and the ground wire (bare) from
the switch leg to the green ground screw in the
fan.
7. Close the fan's junction box with a 'C"
bracket and secure it with the nut supplied for
that purpose.
8. Remove the blank cover from the junction
box in the wall. The wire with wire nuts on it is
the hot wire.
(a) Remove the junction box from the walla
n improvement installation
(b) Find the free end of the switch leg wire and
insert it into the junction box.
(c) Reinstall the junction box in the wall.
9. Connect the hot wire and the switch leg wire
as follows:
(a) Connect the white wires to each other
using a wire nut.
(b) Connect the black wires from the hot wire
and switches to the terminals on the switch.
(c) Connect the ground wires (bare) using a
permanent connector. Run a jumper from
the ground connection to the ground screw
on the switch.
10. install the switch in the junction box and
install the switch cover plate.
11. From the exterior of the home, cut an 8-
inch diameter hole through the roof using the
hole made in step 3 as the center.
12. Slide the fan up through the hole in the
ceiling and secure it with four #8 x 1 1/4 -inch (at
the minimum) wood screws through the ceiling
board and into the ceiling backer.
13. Apply butyl rubber tape to the underside of
the predrilled holes or the area where the screws
are to be installed. Slip the roof cap down
around the fan from the exterior of the home.
(Due to changes in roof height, an extension
tube may be required.)
14. Screw the roof cap down to the roof and
roof backer with #8 x 1 -inch sheet -metal screws.
Cover the screws and flange ends with roof
coating.
15. Install the ceiling -fan cover on the fan. Turn
• the circuit breaker back on and check the fan for
proper operation.
16. The vent is activated by simply flipping the
wall switch to the "on" position.
11•••••• 411•••••••••0•410•44•••••••••••••••••••••
11.0•000.•0000000•••0•1 *•••••••••••••••••••••
Root cap
Switch wire
18
inches
Switch leg wire
Hot wire
Junction box
Ceiling backer
(b) After
Roof backer
Flange
Switch leg wire
Hot wire
Switch
Roof backer
Ceiling backer
Vent fan
Figure 6-3 -- Ventilation improvement installation
(a) Alternative, field - applied, interior end -wall panel
(b) Alternative, field - applied, wood siding at end wall
Center of double- section home
Fasten panel with
18- gauge, 1/4 x 3/4-
inch staples or 6d nails,
6 inches on center
around perimet
and 12 inches •
in field
FutI -s rface
coverage of
all studs and
top and bottom
plate with PVA2
Plant -
applied
panel
View
Field
applied
pa/iel
Plant -�
applied
panel
One full -sized panel
no less than 16 inches
nor larger than
32 inches
Note --
1. Specific designs shown must be approved by a DAPIA
(Design Approval Primary Inspection Agency).
2. PVA - polyvinyl acetate
(c) Alternative, field - applied, horizontal -lap siding
Center of double - section home
Plant -
applied
panel
Field
applied
panel
Plant -�
applied
panel
One Lull -sized panel no less
than 16 inches nor larger than 32 inches
Fasten exterior panel to the studs
in accordance with the siding manufacturer's
installation instructions
Siding to be installed in accordance with
manufacturer's installation instructions
Window
installed
with J -rail
Comeraround it
trim
installed
Home installer to
remove all plastic
sheeting used for
transit p otection
Door installed
with J -rail
installed
Note -
1. Double- section homes with horizontal -lap siding may be shipped with no siding on the front and rear end walls.
2. The manufacturer will install doors/windows trimmed with J-raa and comer trim and will cover with plastic sheeting
for transit- AA siding, starter trim, fasteners, and vents will be shipped loose in the home for installation on set -up.
3. Home installer to complete installation after home is set -up, including the installation of roof vents if required.
Figure 6-4 - Installation of optional panels, siding, and moulding
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Dryer duct
(typical location)
Duct drop -out tube
Flexible duct —
installed at site
CAUTION: Installation of the exhaust system must be in
accordance with the dryer manufacturer's instructions.
Manufacturers exhaust
hood or equivalent
CAUTION: This exhaust system must not terminate
under the home.
Exterior wall
Manufacturer's exhaust
hood or equivalent
(typical location)
Dryer duct
Figure 7 -1— Dryer exhaust system
Round -top assembly
iy
3 -foot t minimum
i
Rain cap
Spark arrestor
Push down
Storm collar
•
1/2 -inch --
Trim with •
sheet -metal shears
if it is difficult •
to make flashing lay
flat on roof •
Caulking •
Chimney cap adapter
• Triple wall pipe
Storm collar
Flashing
Firestop thimble
Air inlet damper handle
Flashing
Over basement
or crawl space
installation
Figure 7 -2 -- Fireplace or wood stove chimney and air intake installation
Above
snow
level
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CAUTION: if freezing conditions exist, wrap ater
supplied by manufacturer where p connector with insulation. Use water connectors
applicable.
Master
shut -off
valve
Wrap with heat tape if
. necessary for local freezing
conditions. Install heat tape
in accordance with manufacturer's
installation instructions. Heat
tape is to be listed or approved
for manufactured home use.
To heat tape
receptacle under home
Figure 8 -1 — Typical water connection
Holes in side rails
SWWtiiNidiUtiMUM k
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Inspection covers allow connection
to be made and insulated after the
two halves are set up and blocked
Figure 8 -2 — Typical water -line cross -over
Note-..
Typical connecting
pipe and fittings
(not supplied
by the manufacturer)
Approved
elastomer coupler
'Site sewer
hook-up
Support strap at maximum of
4-foot intervals
Fittings in the drainage system that are subject to freezing, such as P-traps in the floor,
have been protected with insulation by the manufacturer. Insulation must be replaced
if it is removed to gain access to the P-trap.
Figure 8-5 — Connection to site sewer
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Slope 1/4 inch per foot
Support strap at maximum
of 4400t intervals
Figure 8-6 Drain-line cross-over connection
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floor joist
Drain pipe
Minimum of
2 x 3 -inch
lumber .
• . ..u.w IVIli wi i VI C A . -It1Gt1 minuet
Two 16d nails
into floor joist
Two staples or screws
on each side
Galvanized or
aluminum strap
16d nails
Galvanized or
aluminum strap
Two 16- gauge, U ���(`` Minimum of
7116 x 2 -inch rt 1 x 3-inch
staples each end J' lumber
(1-inch lumber)
■� Minimum of
or two 16d nails
2 x 3 -inch
Drain pipe lumber
Two staples each side
Galvanized or
aluminum strap
Figure 8-3 — Drain -pipe support methods
Main stool drop
To sewer
Second
stool drop
Strap support
4 feet on center
Shipping
cap
Field - installed, slope 1/4 inch per foot
Figure 8-4 — Drain -pipe scope and connections
12 -03 -2012
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
FRED EASTLAND
12242 48 AV S
TUKWILA WA 98178
RE: Permit No. D12 -054
EASTLAND RESIDENCE
12242 48 AV S TUKW
Dear Permit Holder:
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, International Mechanical Code, Uniform Plumbing Code and /or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has
begun for a period of 180 days. Your permit will expire on 01/14/2013.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to
expire. Address your extension request to the Building Official and state your reason(s) for the need to extend
your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 01/14/2013, 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,
ceri er Marshall
t Technician
File: Permit File No. D12 -054
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665
city of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
February 23, 2012
Fred Eastland
12242 48 Av S
Tukwila, WA 98178
RE: Incomplete Letter #1
Development Permit Application D12 -054
Eastland Residence —12242 48 Av S
Dear Mr. Eastland,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
February 21, 2012 is determined to be incomplete. Before your application can continue the plan review
process the attached /following items from the following department(s) need(s) to be addressed:
Fire Department: Al Metzler at 206 971 -8718 if you have questions concerning the
following comment.
1) Show nearest hydrant to scale on the site plan as measured by
vehicular travel.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or
other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not
be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
Enclosures
File: D12 -054
W: \Permit Center \Incomplete Letters\2012'D12 -054 Incomplete Ltr #1.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
°PERK GO •
PLAN REVIEW /ROUTI,NG SLIP
,x.
ACTIVITY NUMBER: D12 -054 DATE: 03 -02 -12
PROJECT NAME: EASTLAND RESIDENCE
SITE ADDRESS: 12242 48 AV S
Original Plan Submittal
X Response to Correction Letter # 1 Revision # After Permit Issued
Response to Incomplete Letter #
DEPARTMENTS:
Building Division
Public Works
Fire Pr4v"ention Planning Division
Structural
Permit Coordinator
•
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 03-06-12
Not Applicable
Permit. Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route
Structural Review Required
No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 04-03-12
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
ERMIT COORD COPP
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -054
PROJECT NAME: EASTLAND RESIDENCE
SITE ADDRESS: 12242 48 AV S
DATE: 02/21/12
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
p L, /h,) C, 3-0 L) R-hn bot e4
Building Division ® Fire Prevention
csyl, AVL D01 'a2
0 Planning Division L_I■
4�ub'lic WoYks ® Structural ❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tuesday /Thursday) DUE DATE: 02/23/12
Complete (' E Incomplete El Not Not Applicable
Comments: QI ARA Coyv, f �C C VUC
IJ I G( �s
Permit Center Use Only l�
INCOMPLETE LETTER MAILED: L')— 101- LETTER OF COMPLETENESS MAILED: 11
Departments determined incomplete: Bldg ❑ Firee Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required ❑ No Further Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 03/22/12
Approved ❑ Approved with Conditions ❑ Not App'd (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
• •
PLAN RPEV,IEW/ROUTING SLIP
ACTIVITY NUMBER: D12 -054 DATE: 02 -21 -12
PROJECT NAME: EASTLAND RESIDENCE
SITE ADDRESS: 12242 48 AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building Division
Public Works
1
A,„\J
Fire Prevention Op Planning Division
Structural
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 02-23 -12
Not Applicable
n
Permit Center Use Only 11
INCOMPLETE LETTER MAILED: �/-71` I: LETTER OF COMPLETENESS MAIL D:
Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required n No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 03-22 -12
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Cityef Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Web site: http: //www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax etc.
Date: 3 ` 2' / ? Plan Check/Permit Number: /2 -0,5-Y
Response to Incomplete Letter # /
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: ;� S ` /' �, �� /'
Project Address: / 22 47 7 --�/�
Contact Person: '„( l S 74-/y Phone Number: 2& -76 7-, ?7 y.
Summary of Revision: �� -� , , o; y7(
RECEIVE
CITY OF TUKW LA
MAR 02 2012
PERMIT CEMTE 1•
Sheet Number(s):
"Cloud" or highlight all areas of fevision including date o revision
7)cnl
Received at the City of Tukwila Permit Center by:
ig--Entered in Permits Plus on —if")--'A
H:lAppuat 1pc®.Apyscuim, on Iin.2010 Appli„t1onA7 -2010 - Revision SobmiUel.dee
Caged: 8-13-2004
Revised: 7 -2010
Contractors or Tradespeople PPter Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with L8I 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.
Business and Licensing Information
Name BERWICKS MNFCTRD HOME SCV
INC
Phone 2536069323
Address Po Box 1563
Suite /Apt.
City Puyallup
State WA
UBI No. 602728206
Status Active
License No. BERWIMH930MP
License Type Construction Contractor
Effective Date 7/17/2007
Expiration
Date
7/17/2013
Zip 98371 Suspend Date
County Pierce Specialty 1 Manufactured /Mobile Home Set -
Up
Business Type Corporation Specialty 2 Unused
Parent
Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
BERWICK, WILLIAM
President
07/17/2007
Bond Amount Received Date
BERWICK, LAURA
Vice President
07/17/2007
07/10/2011
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount Received Date
2
Western Surety Co
61099088
07/10/2011
Until Cancelled
05/29/2012
$6,000.0007/05/2011
1
WESTERN SURETY CO
70308186
07/10/2007
Until Cancelled
09/28/2011
05/29/2011
$6,000.0007/17/2007
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
4
Liberty
Northwest Ins
Corp
BKS1254479930
05/29/2011
05/29/2012
$1,000,000.00
05 /19/2011
3
OHIO CAS INS
CO
BH0115447993005/29/2010
05/29/2011
$1,000,000.0005
/28/2010
2
ATLANTIC
CASUALTY INS
CO
L1250004062
05/29/2008
05/29/2010
$300,000.00
05/28/2009
1
ATLANTIC CAS
INS CO
L1250004060
05/29/2007
05/29/2008
$300,000.00
07/17/2007
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
05/29/2012