HomeMy WebLinkAboutBLD08-015BUILDING PERMIT
City of Port Townsend
Development Services Department
A 250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095
Project Information Permit # BLD08-015
Permit Type Manufactured Home - New Project Name
Site Address 545 HENDRICKS Parcel # 948322302
Project Description
Place single-wide mobile home (built 1985) in Space #13 SeaBreeze
Names Associated with this Project License
Type Name Contact Phone # Type License # Exp Date
Applicant Pacific Place Properties Llc
Owner Pacific Place Properties Llc
Contractor Berwicks Manufactured Q - STATE BERWIMH930.07/17/2009
Home
Fee Information
Project Valuation
Building Pen-nit Fee 125.00
State Building Code Council Fee 4.50
Technology Fee for Building Permit 5.00
Record Retention Fee for Building 6.25
Permit
Total Fees $140.75
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. 1 further certify
that 1 am the owner of the property or authorized agent of the owner.
Print Name ��aa / /i/%Cy e Date lssued: 01/29/2008
L 2 l� J 6[/ 'q(// Issued By: SFOSTER
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT #_ (7490' '� l _ ....._ DATE IZECI��'1'V 1: ZZ 0�
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Development Services
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VORT
250,,Ma&one'
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P66"n" 6" j60-379-�56651
Fax-, ,�w3447461g,_
WvvwxityoflJLus,
Residential Building Permit Application
Project Addresst Legal Desch ion (or T x
Z4_c� Addition 1� p
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Block-,-
qZ
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Parcel # Lot(s):(''p _
Project Description,
eq, x
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➢ Applications accepted by mail must include a check for initial plan review fee of $150
➢ See the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
Property Ow-ge("r:
Chu, , . � � 470
Name:
Address:
City/St/Zip: "J,
Phone:fD 6
. ... .... . 1155
<` _ e " e N 5,L _ 7V f-�A
Email: , , I �76k_ �J
............. . . ....
Contact/Representativ
Name:
Address'. 7" t-,- I'VA
City/St/Zip:.______ . . .....
Phone:
Email: . ...... ,
Contractor:
Name, G
Address: C')< 'TL4A_!5 PL) C -, -F
City/St/zip-. ..................................IT.._..
...................................
Phone: Z S Cl � ?__ 7)
Email-
...... ...... . ....
p: 7 9
State License #: �4'A)IMll Ex/Z 0
City Business License #:
Lender Information:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19-27.095.
Name:
Project Valuation: $
.......................................
Building Information (square feet):
15t floor .. . ... . ......................... Garage:
2nd floor - __--'_-------....1 Deck(s):_—,
3rd
floor -- -- - ------------------ - Porch(es)----
Basement: Is it finished? Yes No
Carport:—.—,.– Other:
51n
Manufactured Home P, /Y ADU 1_1
New 11 Addition L1 Remodel/Repair F1
Total Lot Coverage (Building Footprint):
Square feet:7 8'11 %
Impervious Surface:
Square feet:
jvi 7/F L; ( � 0, /d
Any known wetlands on the property? Y"`N
Any steep slopes (>15%)?'
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: L
41
Signature Date:
RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show
what you intend to build, where it will be located on your lot, and how it will be constructed.
❑ Residential permit application.
❑ Washington State Energy & Ventilation Code forms
❑ Two (2) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot:
❑ A site plan showing:
1. Legal description and parcel number (or tax number),
2. Property lines and dimensions
3. Setbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
4. On-site parking and driveway with dimensions
5. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
8. If applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
❑ Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
71 Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
❑ Wall section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wail sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
Ll Exterior elevations (all four) with existing slope of the land in relation to all proposed structures
❑ If architecturally designed, one set of plans must have an original signature
-1 If engineered, one set of plans must have one original signature
For new dwelling construction, Street & Utility or Minor Improvement application
... . ... .. . .. ...... �i
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EVALUATION SHEET
CIT'' !F PORT TOWNSEND/JEFFERSON COUNTY
ASSOCIATION Ole" TRS WORKSHOP
W,Vdn esday, Fb umT 28, 200
We would appreciate your taking the time answer a,, few questions about
poly's workshop in order to help make afuture presentations as
Infortn tl e and productive as possible.
I. "Tat ,part of today's present4�,Ins dad you find themost
informative/useful?
2. What part' of today's presentations, did-,yfijnd the least
. What other infonnation/subj c1t matter would you have likedto see
covered during ,today's pr so ions or in, future programs lips this?
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NCSBCS/ANSI A225.1 - 1994
Manufactured Home
Installations
National Conference
of States on
Building Codes
and Standards, inc.
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National Conference
of States on
Building Codes
and Standards, inc.
PIER & FOOTING SUPPORT CONFIGURATION
General Notes: EXAMPLE
1. All piers and footings shall be approved for their intended use
by the authority having jurisdiction.
2..A minimum ground clearance of 12" shall be maintained beneath the
lowest member of the chassis ("I" beam).
3. The maximum length to width ratio for footing pads shall be 2.5:1.
4. All footings (pads or continuous) -may be placed directly on the
ground surface where allowed by local jurisdiction, I provided that
thesoilis firm andundisturbed or compacted fill andof
grass i. organic material.
CHASSIS "I" BEAR, OR FIAOR RIM JOIST
WOOD SHIMS (WEDGES) 4" WIDE X 6" LONG'
OR LARGER, 1" MIN NOMINAL THICKNESS.
PIER. CAP, 2 X 8" X 16" WOOD,
(2 LAYERS MAX), -OR 4" X 8" X 16"
SOLID CONCRETE, OR COMBINATION OF BOTH
- L. • • JI • - CLOSED M M• •1•
ETE
• .M
PLACED VERTICALLY.CHASSIS ••'.• ,,;
EITHERBtOCKS SHALL BE -I$S7ALXED
PkRPENDICULAR TO "I"BEAMS, OR ALTERNATE
H" DIRECTION, PERPENDICULAR
-PERPENDICULARPARALLEL
-FOOTING: :r w . • CONCRETE PAD,
AN APPROVED 2K Ndkn;AL• LUMBERFOOTING='
METAL PIERS
CHASSIS "I" BEAM OR
FLOOR RIM JOIST
CONTACT PAD
i"N01-1` "" RISER
ADJUSTABLE NUT
FOOTING: NOMINAL 2" X TREATED LUMBER OR
OTHER APPROVED MATERIAL
r ,
Required perimeter
support (see note 4 below),-
existing
elow);existing patio door or addition of
patio door
Frame support Main beam Front (hitch)
r I
Required perimeter
support (see note 4)
Exterior door of home
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
—Piers/ upports shall be sized
according to table 4-2 or calcu-
fated by a design professional and
located under the bearing points of
clear -span openings in center
mating walls
--,--_ _�—-------r - _------�—411--
I I I i p i i r
411- - —I — 40
■
--,-- -- ----r--*--T--W _ T -2- c- f --fes-70
---L --I-- —----1----1--— L- L_�
Slide -out fireplace Exterior door of home
..................
- — —�' Exterior wall -
Required perimeter line of home
support (see note 4)
Figure 4-3 — Typical blocking diagram for multisection home when manufacturer's installation
instructions are not available
Table 4-3 — Footing Size'.2
ter
p,aity
..........
Minirnum 'ootin Size or Equal Area inches
Soil Capacity
(pounds„f
1000 psf3
ito PsfJ
2000 psf3
4000 sf3
600
9x9
8 x 8
7 x 7
5x5
800
11 x 11
9X9
8 x 8
5 x 5
1000
12x12
10x10
8x8
6 x 6
1500
15x15
12x12
10x10
7x7
2000
17x17
14x14
12x12
8 x 8
2500
19x19
15x15
13x13
10x10
3000
21 x21
17x17
15x15
11 x 11
3500
22x22
18x18
16x16
12x12
4000
24x24
20x20
17x17
13x13
4500
25x25
21 x21
18x18
13x13
5000
27 x 27
22 x 22
19 x 19
14 x 14
5500
28 x 28
23 x 23
20 x 20
15 x 15
6000
29 x 29
24 x 24
21 x 21
15 x 15
6500
31 x 31
25 x 25
22 x 22
16 x 16
7000
32 x 32
26 x 26
22 x 22
16 x 16
7500
33 x 33
27-x 27
23 x 23
17 x 17
8000
34x34
28x28
24x24
17x17
8500
35 x 35
29 x 29
25 x 25
16 x 18
9000
36 x 36
29 x 29
25 x 25
19 x 19
10000
38 x 38
31 x 31
27 x 27
20 x 20
11000
40 x 40
32 x 32
28 x 28
21 x 21
12000
42 x 42
34 x 34
29 x 29
22 x 22
13000
43 x 43
35 x 35
31 x 31
22 x 22
14000
45 x 45
37x3 7
32x32
23x23
15000
46 x 46
38 x 38
33 x 33
24 x 24
16000
48 x 48
39 x 39
34 x 34
25 x 25
17000
49 x 49
40 x 40
35 x 35
25 x 25
18000
51 x51
42x42
36x36
26x26
19 000
52 x 52
43x43
37 x 37
NOTE —
1. The footing sizes shown are for square pads and are based on the area (squama cinches) required for the
load. Other footing configurations, such as a rectangular configuration, may be used, provided the area (square
inches) is equal to or greater than the area of the square footing shown in the table. For example, a 12 -Inch x
22 -inch (264 -square -inch) footing may be used in place of a 164nch 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
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.
DON'T: Grade the site so that water collects beneath the home.
Figure 3-2 -- Elimination of water beneath the home
Pier 1 Pier 2
Pier 3
Single blocks,
maximum height of 36 inches
Double -interlocked blocks,
maximum height of 80 inches
Steel or concrete
manufactured pier
;oncrete grouting
teel 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
Note —
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 II and III shall have a vertical tie
installed at each diagonal tie location.
2400t see chart 2 -foot
%maximum— maximum
Figure 5-2 — Number and location of straps and ground anchors
E LE ONLY
TIE -DOWN INSTRUCTIONS FOR SINGLE -SECTION HOMES
In Wind Z" I waedc'w
t2J'o_C_ Ar4 toAas
CAUTION. GAOUN+ID AUGER MUST BE
INSTALLED IN SUcm A WAY
TO FIESIS`I' LATERAL. LOAD.
TIE -DOWN INSTRUCTIONS. FOR
In WWW Zee I rtae h -.w* 60 dpwrts ars
12'0" o_c and Wold Zone It S -Q— q.c,
V wyV0o4 wi-1 Sea- Liread
" 94& V" rod or
weal wits
ZM =Cad
V !\
Groc nd auger
CAUTION: GROUND AUGE 4 MUST BE INSTALLED IN
SUCH A WAY TO MIST LATERAL LOAD_
" de w is used to \I
I WO racaud by
Eyeocr3 tir down
90 tr�r^agrl rya 5ctea „.r
wtaaueu� r s main I— Y
Cwaarn a �aasia I
.�s ar�`�tarir:r, «ars .-•w'a: ,
Cerrer'ine woc�
Cear :,.ars
7.
Cu_ ggery ars npt
zuuvlam on aA
.,�.—.�-- 2' eyeoon wtt� Ja- tnrsad y amen
t�„ew
&rawxae r�traage*wall
bkxl4og InaM,aatod w+L1
, r
try alao :de tt%rnod 90
'I''rar w t tcangN q."6.I'.aatad
1. r-r� I I
brka'wAw«clwxrKsr.;:;U
at' ' 0- Bioc*3 sr4y be
I
" k, Steel ar c e
armed "
I
rr•.ay tae wnrr^tw d ara as pa 3t 10- diameter
"
L" ate Coady %a Poured around anc..,Cr or
l atabllzin N $J r
CAUTION. GAOUN+ID AUGER MUST BE
INSTALLED IN SUcm A WAY
TO FIESIS`I' LATERAL. LOAD.
TIE -DOWN INSTRUCTIONS. FOR
In WWW Zee I rtae h -.w* 60 dpwrts ars
12'0" o_c and Wold Zone It S -Q— q.c,
V wyV0o4 wi-1 Sea- Liread
" 94& V" rod or
weal wits
ZM =Cad
V !\
Groc nd auger
CAUTION: GROUND AUGE 4 MUST BE INSTALLED IN
SUCH A WAY TO MIST LATERAL LOAD_
" de w is used to \I
I WO racaud by
Eyeocr3 tir down
90 tr�r^agrl rya 5ctea „.r
wtaaueu� r s main I— Y
Cwaarn a �aasia I
.�s ar�`�tarir:r, «ars .-•w'a: ,
Cerrer'ine woc�
Cear :,.ars
7.
&rawxae r�traage*wall
bkxl4og InaM,aatod w+L1
Notes r -"Cjj7 Bf-XXa
try alao :de tt%rnod 90
Ctf-t5gger3 are pct
SZ,211,Card an ad ums at
tlocrng
�pp
h. yq �t I !palms• -
..a I �xkle
� r
i
a�rdr a s .mac c
C,AUU"I" ON: XYZ Corp. has designed their
horses to only nwqulrs the talar Of brant titc When optional
ground straps aersw *cid- their us* Ia over and above That
r*qulr*d try XYZ and than Federal Standard for do-
-d'owrw of ourhorn**. Ground straps do not alter the mqutr -
toonta for Irsrne tlarr. Utader no circumstances are the
optlonal ground straps to be U"d without framer ties_
Unlesaa the anchor Is cartllled to
accept the combined
loads optional ground straps, must be sat th esto sapa-
rate, ground) anchom.
a
40 b"
111
limp
illTMI�1
' ■
SOIL "/:
Maceprobe p, -r into VM wr,.x wbm yoow h. 1 Ww anch".
Using *.. ,1 X W a 3W &ive in Sadectricdrive
MWIlue,rotate dw probe in a clockwise &rmdAxL
Drive 1 rvY.,.. dr, txqw probeW o ww Sm low
.w W,
r .r rr wr X p.* vr,. rr Wr X,.. Lr etl.YMP w. r r rw.. r a n : ,
2. To I r n lnr s t.; ra1.W :r
rtwe 4cw w, W. P X e
'Ni wore wreb&
0 Won
hex * Y k ftXC wma *..M. cow the n X1 probe
ro XA' ocProbew: 2ft with oat; *r X rl w w W d." probe ,ter -M,.
rrY XU rn MW a .#. t.hv Mw .M �, M „ 00• v...
.,«: r 6e Wmme weach wbile tot"probe r. / wMw.
wim
0! Use
rW .^'Wiclassificaemcbmt -w r Iavefaermproberr°a rrW P. ,'3p^.
3.
rGumm p rob-, ow CHIC &iw w = =V=;r, COODW •-
Part 559180
GFUMPING TOOL
Tm Down c nmp tools are dedgmd for we with MS
dkkn=, wide Strap and Steel c:diV seal&
w ro ± w •;we ww .;� w Ww+►� ► ww .
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N-"' IDELINES
SOIL CLASSIFICATION CHART
POO
Test
Value -Model # ed
VaVescsiption
WA MRA 59110 Cross drive node anchor
3 Medium dense coarse sands,==* gravels 350 to 550
very stiff alts and days. in. lbs.
4 & Lom to'me&= dense sands. firm to
4(a) stiff drys and silts, alluvial fill
A.
4(b) to -rued mn dense sands, firm
tiffCho and silm affwf l fill.
200 to 350
in. 16S *
(27--* w 350
in -16s. FZA)
M122518 5909[0
M1223/4 590995
(aod time listed below)
fl 59080
59065
below),
Mmism
MIM314
W 5'M7
NY x Sib' rod, 2-4" helix
30r x 3M rod• 2-4' hel'oc
48' x 518' rod, 1-e helix
48' x 314' rod, 1-e helix
48' x 518' rod• 1-e" helix
48" x 314' rod,1-6' -hdnc
60' ..3N' ..,wl, 1-7' hai.,
175 m 275 x607- 59097 60' x 3/4' rod,1-7' helix
in lbs * FLA
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or....fta
moveament of mamifkamed
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TYE DOWN ENGINEERING - 5901_ Atlanta, GA 30336
Main beam
Anchor and strap
in straight line --
Straps to be installed
within an angle of
40° to 50°
Note —
Diagonal ties
Home
40° to 50'
Diagonal frame
tie-straping
«
" Install anchor to full depth
(Le_, completely to head)
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 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 104nch x 18 -inch (at a minimum)
concrete collar or an approved metal stabifiz'ing device is installed.
Figure 5-3 — Proper alignment of straps and anchors
•
Proper Alignment of Straps and Anchors
Verdcal tie
atrapring
a) Diagonal ties only
Anchor aligned
with resuftant of
combined force3
b) Diagonal and vertical ties
yse X I . �( S-
TIE DOWN SYSTEM EXAMPLE AND DETAILS
Th-3 following Minute Man anchoring method is for reference only. A1 anchorin- rest Com-
pleted ac-cording to the actual anchor manufacturer's instructions.
hors"
Imp,
INSTALLATION
There are two basic methods of installing anchors, each equally
effective in properly securing mobile homes, to the ground.
Machine Installation
In this method, the anchor is tumed the full depth of four feet into the ground by an anchor drive
machine.
I Attach anchor to machine.
2 Auger is placed in proper
pr,5ition inline with strap,
and machine started.
3 Anchor should be
installed at a sSgh. ancle as
shown to assure head being
positioned behind future
skirting_
Installation with Manual or Mechanical Post Hole Digger
In this method, anchors can be installed with equipment available to the average home owner,
I A hole is dug to a depth of
approximately hNO feet in the
Proper Position as 0xptained
under machine instaflablon
2 Atter the hole is dug to
24* depth, the anchor is
turned into the ground by
hand, using a rod or length
of pipe for leverage.
3 Aliter anchor isinstailed
to full depth, ea( -,h is
repacked,EX inches at
a time.
Jr;x
CAUTION: These instructions cover installation for frame ties only, and apply to
those mobile homes that are specifically engineered to require only frame ties as
specified in the mobile home manufacturer's printed installation instructions.
Particular attention should be directed to selecting the proper capacity anchoring
system, consistent with the home manufacturer's recommendations.
FOR FRAME TIES ONLY
POSITIONING FRAME TIE
FRAME TIE INSTALLATION INSTRUCTIONS
2. Insert strap in position through
buckle.
-5. Strap should encircle frame and
pass through buckle for the second
time and over the frame -
i. r nreaa F length of frame tie strap through
buckle as shown.
2. Next. thread long end of strap between frame
and floor of home, Bring strap through buckle as
shown in diagram and fasten to anchor fiead,
3_ Diagram showing strap in position around'
frame and through buckle_ It is important to
remove all slack from system_
3. Strap should be through buckle in
this configuration before installation
on frame_
o. Strap is pulled tight from outside,
or anchor side, of frame.
1. See sten one in instal-
lation irstvc:icns.
4. Strap should be passed over
trame from inside. and buckle pulled
into position as shown-
7. inside of frame tie, property
installed.
PROPER TENSIONING OF STRAP TO ANCHOR HEAD
1_ kmM batt nb head; attach out
4. Bok is burned with 15M" socket
or mutable wrendk on
hest bead.
7. Woldsng hex head of bolt in
fKA to draw square
SbDUMM i** SQme hole.
5- To hold bolt under tension whae 6- Aign square shoulders of boll with
e V wrench. an square We in anchor head
wVench is on SW squam
shoukiers 0( bok
6SbWAiM ace now in bdorg posi- 9_ T device is now in
bon; to oghten nut bdcedr secue posirm
5-5F
EARTHQUAKE BRACING
EarthquakeNtypeNanchoring system, that resists motion , ,,
earthquakes. 1 n..1.systemsdesigned to
resist wind N help some in an earthquaki
unless it is a large one. The chief
motion caused by earthquakes is aquickback-and-
N. 1,fthe earth. Normal 'Y iww designed
N
1 :� 11 11 may fail underthese:
conditions.form fromearthquakescalledseisinicloads.
When a manufactured home slides off its support system, and falls more than two
inches, severe structural damage can occur. Homes can also be destroyed by fire date to
gas lines rupturing or other causes of fire related to an earthquake. New HUD rules (not
yet published) require long flexible gas connectors.
Seismic loads can make the home slide off its foundation. Before an earthquake,
the home is at rest, Suddenly, the ground moves sideways, but because of its mass, the
home tends to stay in one place. This occurs very quickly, so the home tends to slide
Off its footings. Concrete piers can tumble and metal piers tilt sideways, shifting the
weight to one side, easily bending the piers. Concrete block piers hold up much better in
earthquakes than standard metal piers.
lie lationrs.
There is currently no federal or state requirement for earthquake bracing of
manufactured homes in Washington State. WAC 296-150K Sections 600 and 620,
allow local jurisdictions to adopt installation requirements to protect homes from damage
due to earthquakes if in an area considered hazardous due to the probability of
earthquakes. Local jurisdictions not dictate earthquake resistant bracing system
design, but they may only require s stems to be designed to meet the earthquake zone
that covers the installation site.
Be sure to follow the directions of the equipment man carer. Also, have the
installation instructions available for review by the local jurisdiction.
California certifies Earthquake
. Resistant Bracing Systems (EBBS), leading the
nation in this area. As of November 1994, 23 manufacturers of EBBS had equipment
models certified in California. Washington State does not have an ERB S certification
Program- Check with the. city or county where the home is to placed for approval
procedures for earthquake bracing systems that you are -considering using.
As of June 1998, the Installer Certification Law, RCW 43.63B, was revised to
require dation ofearthquake-resistant bracing systems to be supervised by a certified
installer. This would apply if the system were installed at the time of home installation or
at any later time.
Page 5-6
Part gale Bracing Devices
In addition to normal tie -downs for wind, several devices are available to
strengthen the support system to resistearthquakes:
Saddles and Locking Top Devices. These replace the standard flat'piece on top of the
adjusting bolt on metal piers to more securely connect the pier to the I-beam of the home.
Marriage Locks. These are devices to connect the chassis of multi -section homes
together. They generally consist of a threaded steel rod ruining through or below the
chassis. They are mechanically connected to the chassis with clamps and locking nuts.
Three to fourmarriage locks are normally installed at each marriage line. _
Heavy Duty Piers, Super Piers and Safety .lacks. These steel piers are designed to carry
as much as 10 times the weight of a standard steel pier. The base of these Triers is 1.5 to 2
times wider than time standard Pier and tl y are equipped with a locking mechanism at the
topto fasten thein to the I-beam. Normally they are installed to lace`every third or
fourth Standard pier,
EarthqUake Resistant Bracing System (ERBS). These systenLs do two basic things: (1)
resist seismic forces while
nuLijinurn of 1 1 :w
Page 5-7
0
2
Table 42 — Minimum Pier Capacity
Muitisection Center -Beam Blocking
EXAMPLE: 14 -foot section width
30 -pounds -per -square -foot roof live load
18 -foot -wide mating -wall opening
Follow ,„,*Section wth' column to"14 Followr pounds esquare foor
wsQ in the "Roof Live Load"wmating wall opening is 18 feetwide, fooww w
t column headedw p w width that is notshown,w number on
the charl.) The required w . ►. • I N pounds.
Roof
Live
Section
Width
Load
(pounds
Pier Load and Minimum Pier Capacity (pounds)
(fes)
per
square
foot)
Mating all Opening (feet)
5
10
15
20
25
30
35
8
20
600
1200
1800
2400
3000
3600
4200
30
800
1600
2400
3200
4000
4800
5600
40
1000
2000
3000
4000
5000
5000
7000
10
20
800
1500
2300
3000
3800
4500
5300
30
1000
2000
3000
4000
5000
6000
7000
40
1300
2500
3800
5000
6300
7500
8800
12
20
900
1800
2600
3500
4400
5300
6100
30
1200
2300
3500
4700
5800
7000
8200
40
1500
2900
4400
5800
7300
8800
10200
14
20
1000
2000
3000
4100
5100
6100
7100
30
1400
2700
4100
5400
6800
8100
9500
40
1700
3400
5100
6800
8400
10100
11800
16
20
1200
2300
3500
4700
5800
7000
8100
30
1600
3100
4700
6200
7800
9300
10900
40
1900
3800
5800
7500
9700
11600
13600
EXAMPLE: 14 -foot section width
30 -pounds -per -square -foot roof live load
18 -foot -wide mating -wall opening
Follow ,„,*Section wth' column to"14 Followr pounds esquare foor
wsQ in the "Roof Live Load"wmating wall opening is 18 feetwide, fooww w
t column headedw p w width that is notshown,w number on
the charl.) The required w . ►. • I N pounds.
Table 4- — Minimum Pier Capacity
Frame Plus Perimeter Blocking
(Both Frame and Perimeter, Blocking Required)
Section
Roof
Minimum Pier Capacity (pounds)
Live
Pier
Width
Load
Location
(feet)
(pounds
per
square
foot)
Maximum Pier
Spacing (feed2200
8
20
Frame
4
900
6
1300
a
1800
Perimeter ter
600
800
1100
30
Frame
900
1300
1800
Perimeter
700
1100
1400
40
Frame
900
1300
1800
Perimeter
900
1300
1800.
2200
10
20
Frame
1100
1700
2200
2800
Perimeter
700
1100
1400
1800
30
Frame
1100
1700
2200
11 2800
Perimeter
900
1400
1800
2300
40
Frame
1100
1700
2200
2800
Perimeter
1100
1700
2200
2800
12
20
Frame
1300
1900
2600
3200
Perimeter
800
1200
1600
2000
30
Frame
1300
1900
2600
3200
Perimeter
1100
16002100
2600
40
Frame
1300
1900
2600
3200
Perimeter
1300
1900
2600
3200
14
20
Frame
1500
2200
3000
3700
Perimeter
900
1400
1900
2400
30
Frame
1500
2200
3000
3700
Perimeter
1200
1800
2400
3000
40
Frame
1500
2200
3000
3700
Perimeter
1500
2200
3000
3700
16
20
Frame
1700
2600
3400
4300
Perimeter
1100
1600
2200
2700
30
Frame
1700
2600
3400
4300
Perimeter
1400
2100
2800
3500
40
Frame
1700
2600
3400
4300
Perimeter
1700
2600
3400
4300
18
20
Frame
1900
2900
3900
4800
Perimeter
1200
1800
2500
3100
30
Frame
1900
2900
3900
I
4800
Perimeter
1600
2400
3200
3900
40
Frame
1900
2900
3900
4800
Perimeter
1900
2900
3900
4800
pq
a
16
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A business registered as a construction contractor with Ll:tl to perform construction work within the scope
sof its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
License BERWIMH93OMP
Licensee Name BERWICKS MNFCTRD HOME SCV INC
Licensee Type CONSTRUCTION CONTRACTOR
UBI ;602728206 Verify Workers Comp Premium
Status
._ _......_........_.1..00...�
....._._........................�............................. ........-.........................
Ind. Ins.
Account .1.3.579
Id
Business Type CORPORATION
Address 1 PO BOX 1563
.. ..._ .......
Address 2
City PUYALLUP
County PIERCE
_._.._._._.__State WA ......_.._ ........... .... ..... ..... .. .. _...............®
Zip 98371
Phone 2536069323
Status ACTIVE
Specialty 1 MOBILE HOME SET-UP
Specialty 2 UNUSED
Effective Date 7/17/2007
Expiration Date 7/17/2009
Suspend Date
Separation Date
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ATLANTIC
CAS INS
#1 CO L1250004060 05/29/2007 05/29/2008
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Date
$300,000.00u07/17/2007
About L81 I Find a job at L&I I Informaci6n en espanol I Site Feedback
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O Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the ..
state of Washington.
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https://fortress.wa.gov/lni/bbip/Detail.aspx?License=BERWIMH93OMP 1/24/2008
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Name
._........
Role
I Date
Date
BERWICK,
WILLIAM
PRESIDENT
07/17/2007
VICE
BERWICK, LAURA
PRESIDENT
07/17/2007
Bond Information
Bond
Bond
Company
Account Effective Expiration
Cancel Impaired Bond Received
Bond Name
........,
Number
Date Date
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WESTERN
SURETY
Until
#1 CO
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Cancelled
$6,000.00 07/17/2007
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Received
Date
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O Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the ..
state of Washington.
Access Agreement I Privacy and security statement I Intended use/external content policy I Visit access.wa.gov
Staff only link
https://fortress.wa.gov/lni/bbip/Detail.aspx?License=BERWIMH93OMP 1/24/2008
Receipt Number. 8 I."
Recettr1tDate.
01122J2008
Cashier: SWASSMER Payer/Payee Name : PACIFIC PLACE PROPERTIES LL(
Original
Amount
PermIt#
Parcel
Fee Description,
mount`
Paid,
BLD08-015
948322302
Technology Fee for Building Permit
$5.00
$5.00
BLD08-015
948322302
Buiiding Permit Fee
$125.00
$125.00
BLD08-015
948322302
Record Retention Fee for Building P
$6.25
$6.25
Total„
$136.25
Previous Payment History,
_
Receipt #
Receipt Cate
tee Description
Amount Paid Permit '
payment
Chock
Payment
Iiiettmotl"`
Num, tier
Amount
CHECK
1750
$ 136.25
Total $136.25
$0.00
$0.00
$0.00
genpmtrreceipts Page 1 of 1
d}Q .¢iY5d1P y^4,
4Y �,
WA
Receipt Number: V G'
Recelpt Date:
01/29/2008
Cashier: SFOSTER Payer/Payee flame: PACIFIC PLACE PROPERTIES LLC-
Original Fee Amount Fee
Permit #
Parcel
Fee 'Description
amount Paid Balance
BLD08-015
948322302
State Building Code Council Fee
$4.50 $4.50 $0.00
Total: $4.50
Previous Payment Histo
Recelpt #
Receipt Date
Fee Description
Amount PaidPermit
08-0058
01/22/2008
Building Permit Fee
$125.00 BLD08-015
08-0058
01/22/2008
Record Retention Fee for Building Permit
$6.25 BLD08-015
08-0058
01/22/2008
Technology Fee for Building Permit
$5.00 BLD08-015
oaeym a nt
Check
Payment
Method
Number
Amount
CHECK
1754
$ 4.50
Total $4.50
genpmlrreceipts Page 1 of 1
Inspection Report
Project yyl cb G� e 0M Permit
Date Inspector Inspection & Notes
D A"L
...m. ..www__...
. ....._..:_ .. _
- -...-----_
_.__w_ �.............. .��� ...—,-.....
Jefferson County DCD Building Division
Correction Notice
PERMIT NUMBER �?— 1
OWNER
JOB LOCATION
Inspection of this structure has found the following violations:
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made,ca 1r inspection.
Date w�
.'' �` ,.......�_�.... Inspector_
BUILDING DIVISON(360) 379-4450 INS EOTION HOTLINE(360) 379-4455
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
NCSBCS/ANSi A225.1 -1994
Manufactured Home
Installations
elm UK
,imam �
-
..w
a
w ■rwr an trr
006
INN v
rm IN AN IM s
w
rr+
06 a wwar
■r aaw. Ar ■
National Con ferenm
of States on
Building Codes
and Standards,1nc:
PIER & FOOTING SUPPORT CONFIGURATION
General Notes: EXAMPLE
1. All piers and footings shall be approved for their intended use
by the authority having jurisdiction.
2..A minimum ground clearance of 12" shall be maintained beneath the
lowest member of the chassis ("I" beam).
3. The maximum length to width ratio for footing pads shall be 2.5:1.
4. All y, w (pads or ry • . be placed directly on
thesoil.is firm andundisturbed or • Yd ,U „. ar,fill and free..
grass
CHASSIS "I" BEAR, OR FLOOR RIM JOIST
WOOD S. (WEDGES) 4" WIDE X 6" LONG
OR LARGER, 1" MIN NOMINAL THICKNESS.
PIER CAP, 2 X 8" X 16" WOOD,
(2 'LAS MAX), OR 4" X 8" X 16"
SOLID CONCRETE, OR COMBINATION OF BOTH
STANDARD • JI • CLOSED M • •d'
BLOCKS
PLACED VERTICALLY. CHASSIS SUPPORT
• I EITHER
PERPENDICULAR T• • , ALTERNATE
-PERPENDICULARTHE DIRECTION, I.E. PERPENDICULAR -
PARALLEL
• •TING: 411 THICK -SOLID CONCRETEI OR
FOOTINGAN APPROVED 2" NdkINAL TREATED LUMBER
•
METAL PIERS
CHASSIS "I" BEAM OR
FLOOR RIM JOIST
CONTACT PAD
►""" RISER
ADJUSTABLE NOT
APPROVED PIER
FOOTING: NOMINAL 2" X TREATED LUMBER OR
OTHER APPROVED MATERIAL
Wfl
1. a
Required perimeter
support (see note 4 below),-
existing
elow);existing patio door or addition of
patio door _
Frame support Main beam Front (hitch) 1
X I
-W - ---_W_----W----•-- -----------�----L-
Required perimeter
support (see note 4)
Exterior door of home
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)
N, Patio door
r—Piers/supports shall be sized
j according to table 4.2 or calcu-
lated by a design professional and
i located under the bearing points of
clear -span openings in center
mating walls
I
I I I i I I I I
--I— ----—_! —�-- 1 —--1----I----9----b�—
--,----------*--T - —-- T -----,--- .--fes—�
'I-
I
--L--f---1---_ _ _j L_---
Slide-out fireplace _.o� Exterior door of home
Required' perimeter Exterior wall -
line of home
support (see note 4)
Figure 4-3 -- Typical blocking diagram for multisection home when manufacturer's installation
instructions are not available
Table 4-3 — Footing Size1.2
ierSize
Nlinitmttatn
Footing
or Equal Area (inc
es)
Capacity
foil Oa
aci
(pounds)
1 tD00 sf
1500 SO
2000 ns
4000 sf
600
9 x 9
8 x 8
7 x 7
5x5
800
11 x 11
9x9
8 x 8
5x5
1000
12x 12
10x10
8x8
6x6
1500
15x15
12x12
10x10
7x7
2000
17x 17
14x14
12x12
8x8
2500
19x19
15x15
13x13
10x10
3000
21 x21
17x17
15x15
11 x11
3500
22x22
18x18
16x16
12x12
4000
24 x 24
20 x 20
17 x 17
13 x 13
4500
25x25
21 x21
18x18
13x13
5000
27 x 27
22 x 22
19 x 19
14 x 14
5500
28 x 28
23 x 23
20 x 20
15 x 15
6000
29 x 29
24 x 24
21 x 21
15 x 15
6500
31 x 31
25 x 25
22 x 22
16 x 16
7000
32 x 32
26 x 26
22 x 22
16 x 16
7500
33 x 33
27.x 27
23 x 23
17 x 17
8000
34 x 34
28 x 28
24 x 24
17 x 17
8500
35 x 35
29 x 29
25 x 25
18 x 18
9000
36 x 36
29 x 29
25 x 25
19 x 19
10000
38 x 38
31 x 31
27 x 27
20 x 20
11000
40 x 40
32 x 32
28 x 28
21 x 21
12000
42x42
34x34
29x29
22x22
13000
43 x 43
35 x 35
31 x 31
22 x 22
14000
45 x 45
37 x 37
32 x 32
23 x 23
15000
46 x 46
38 x 38
33 x 33
24 x 24
16000
48 x 48
39 x 39
34 x 34
25 x 25
17000
49 x 49
40 x 40
35 x 35
25 x 25
18000
51 x 51
42 x 42
36 x 36
26 x 26
19000
52 x 52
43 x 43
37 x 37
NOTE —
1. The footing sizes shown are for square pads and are based on the area (square Inches) required for the
load. Other footing configurations, such as a rectangular configuration, may be used, provided the area (square
Inches) Is equal to or greater than the area of the square footing shown In the table. For example, a 12 -inch 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 m,ay, be used In place of one 24 -Inch x 24-inoh pad.
2. Local regulations may require design verification by an engineer.
3. psf — pounds per square foot
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
DON'T: Grade the site so that water collects beneath the home.
Figure 3-2 -- Elimination of water beneath the home
Pier 1 Pier 2
Pier 3
Single blocks,
maximum height of 36 inches
Double -interlocked blocks,
maximum height of 80 inches
Steel or concrete
manufactured pier
;oncrete grouting
>teel 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
r]
Note --
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 harries located in Wind Zones Il and III shall have a vertical tie
installed at each diagonal tie location.
2 -foot see chart 2400t
maximum r ........ ------ maximum
Figure 5-2 — Number and location of straps and ground anchors
EXA-W-LE ONLY
TIE -DOWN INSTRUCTIONS FOR SINGLE -SECTION HOMES
arra wind nt a 11,10 "`areae tia dGwwrs,n
�I - • aa.c. arae w -w a11TV..�.
SE CMk steel and or I
31 sm=ural steel »im
m. e. rased G 1
I
I I
x8
/ I.» I i
*w
N Ada. Gar and
- air
Ground auger
cuc-ggers am not
s Ind -IM on au units.
2' syeoort wNm J8” t>7read y omen
` t„pocwias wfhcpad ewe-" f
a -a. Bis erwt be
- ` tutee sd 90
w
be vera p if asarGdar 10' Ltame• ' � 'r�^ �-
a"5.- 940M4triapovtealuoundancterlor of Iatabiltzing
CAUTION.GROUND AUGER MUST BE
INSTALLED IN SUcH A WAy
TO FISSISd" LAIi&RAL, LOAD.
.,
�� �7eccF3 �r
�� IwMa artrwwgra r
S1. �Gtlee^d „ y
DEal11 Gf 9>�
TIE -DOWN INSTRUCTIONS FOR
In ww'd Z:ne I rapta frau be do are
'-"0' o.c, and wuad Zone tl SI -0- a.c.
r ef+oon wiL119- Llrsad y
I I
r
j
rod of
/svtx=uewra"ed »muaire
` rope. ZAC ded
v�
Gecuad auger
CAUTION- "OUND AUGER MUST BE INSTALLED IN
SUCH A "MAY "ILiRESIST" LA°fEFL1L LOAD.
Nit,
tie e U used
f wn rotated by Xa)
e down
fetes
J'�
" F°erirreaar
bar
!� ftr 60 PSF
I tool prod
Lhe main I \\// -
L fami1 <` '111
*UarKc Vlir.q,:.r a.^::s:
c*mfed :0a' -25 'P c='zz_-y,
SLE—TION HOMES
r Cer-'er!ine blocking ,.
dear s;,ars Ift
cv. gyers ant Aa
srlanc�amlr on All ures ?.r•': var
tsocxrg
.
-Ice ewP
.� ?Sr
I xi a
,eel
'�.J 1-�.A�..�'•,i,M° .
Prams sax! r:'Amago wapl
Nocdcang ins--aflad WA."a
lc4oj + o,-" cad. o is
May also :)o la„ merd 90*'
111_1..
.Aa Grana a^s.^ us 'a
cer Sed
" .• ,, adl CAUTION. It Corp, Itaa designed their
.*`' •"•,«� rd� Iaorsaes to only raqulra the use of frarrte Hers. When optional
Bt b rad
ground strap arae sotd, their us* is over and above that
a 1 ass !r Mqulratd by 'Y and alae Federal Statadarsl for tIe-
ca . I w.a doarn ai aaar "aornes. ground Straps do not alter the raequir+t
:"IV atunta for frarno ties. Under no circumstances arm the
optional ground straps to Las aasard vrltltout frsrrae ties.
" •-. +a. Unleaa the anchor Is cartlfled to accept the, carrabinaacf
rrdt " '•„• 4 = Ioaade, optionaal ground straps must be, faatanod to sopa-
.........
of fiat +°f meta ground anchor*..
yffiabm-
ACCMABLE
f t ALL
ZOME I ONLY
RRMAR
E
r, VC
7 t/4* WJM. "
aa•11
5-5G
rrrr,'FR • w n , �,
» r ,
GRAM TILE AT 24. O -C. MAX
WKK HWH WATER TABLE EX=
SOIL TE5T ".hew
PIWC M& tip into 'f • n:w wb= f +nn a.l w pL-We yow CM,,
N b=WCIZt Wkh a 3W X an CIMtrk », .
ft
1Y�:r .,. %urotate ' V M w N w M w ».. �� ♦: y c w G
R: w Ik r awr pubetibdtlw dio rla N ,.r:.. W
✓ M dotorn6wq. tl.soU M w'ti* A
PLve
r MaW w,:N w *010Xqft W=n&
2 .r, N r» Pftboo Of
WvMCh UqM' w N#^FY dkcw.a k.N Y....4 w.
SO wf V. W» ,mX%e wilh Xw hand, wl wr pCr• w wM vuaw+'{..
a,r ,w0 Nwr aam Mud 4600 XA
Read MeWcqw w=Kb di
w Nr w X Mu 1i wN
Use ,w .*w1 w , s,f1Y o w w w M.w wMr M wMM « m+t »IIPV
3.
Iwo
TO mnKm pwbe, =C deft= *M M WV=iC, cot W= doCklY1S!'.
Part 459001
CRIMPINO TOOL
TM Down c� tools are desigood for use with .035
dliCIM=, I -IW wide saV and steel crimp scats.
^.rww . .:.
ELECMC DRIVE
ed by a ID 15 RPM cJ6
ewinMIM
mW ,
DM 15 has a two
'switch, SdD "o'�rA
xdw 90 day
:I,A'TI'N-G'UIDELINES
SOIL Ci. ASSIFICA 10N CHART
Test Recominemled Anchors
Value Model # Stir # Description
;o& N/A MRA 59110 Cross drive rock anchor
. . and/or eemeneed sands. 550 in. lbs
m.l�blcs# Pr' Ahs.�s and oorraL
3 IvWh= de= 000isc sands sandy gravels 350 ro 550
very stiff silts and clays. m. IS.
4 & Loose, to'�i= deme sands, firm to
4(a) atiffdaysand silts, alluvial fill
4(b) '� k*se m medium dense snack, faro
llu
and silts, alluvial fill.
t MTW18 SM
M1123/4 59095
464 dxma listed below)
mt�ms 5m
WA6/4. 5
-(and �M )
200 to 350 59080
in. lbs MIA1314 59065
(Z" w 350 )VW11 59M
in- lbs. FIA)
175 m 275 H607- - 59097
ir1_ Is s FIA
304 X 51W rod, 2-4"helix
Yr x 3144 rod, 2-4" helix
484 x 518"" md,1-6" helix
48" x 314' md,1.e helix
48"x 5/84 rod. 1-e helix
484 x 3144 rod, l -e -helix
GO" . 3144 ..,r1, 1-7 La ix
60' x 3/4" tod,1-r helix
•..
N.. W •w AW '.b +•A # movelnentof mants6casted
W wA A wwaAr# eY# # e;,Yw
4W -W W! #x, .Yw # M#'AY W r'w# ®'W
ww1 A
w« gf W •W°A Aw' 1� d+rYY .IA wA .. W:
4 .w �r w raW •ww..w A►W w«
smbilbcd ground r.w. ^ �r
i.•. IWi ^.a�iy5gg9 rw AA r..i# Ww, �a a`W .Yt#�rW M. W •... rA#AM` ",
p., •• ••
arthe
.1. W www
u .n • .w:,into w WY W
w,
.. ifiuShWkhCVVoSftr
is w W.W
Y ,
Y
rwVA■ w••v ,ww^.a • w+a+, W.. ar.
• 4 #+ w•wrei, +Yw «w t=�w. w« •A �.�♦ wr.4 �W..w ##•. WW ,Wrw
Wrw r.. • 1 w rw » A• w• na '� ,. •+w�:. K�. « W # W.„. #.. A«A K';
,,K ♦...+w• W.. .www w.r A w.r w:. w
yy
• sryw w.ww w� w Aw. wa.,x� r w wM �"- a;A«^M 1 Mew r.:.A �M : k. • +M,M 9A w #v# Y#W4 #��; ��
# «;'+W Yw � ^r• wr. ar.. • •: o. r �. � -.�r» • w«A�.. �w wn *Aw . ♦ •:. w. w '.i.Y rYK W.. «. •.' A-" • � #Wu.
W wM w r... w • � w•xrrM Ory • � � % Y neiA: ., w rww 'ti.. WWa
' wwN A' • i w Ar w. A �•• w. x'* w.',b •� • rr�r �� wK#. AW aJ xw'# 'M i'
w W K1
y �W
Main beam
Anchor and strap
in straight line —
Straps to be installed
within an angle of
40° to 50°
Note -
-
Diagonal ties
Home
r
400 to 500,
B
Yom« Diagonal frame
tie-straping
w
d Install anchor to full depth
(i.e., completely to head)
1. All anchoring harts must be certified to a 4,725 -pound capacity.
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 104nch 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
EXAMPLE ONE �
Proper Alignment of Straps and Anchors
Verd:al tie
Strapping
Anchor aligned
with resuhant of
combined force3
a) Diagonal ties only b) Diagonal and vertical ties
yS ` A 0 ( 1: f � L CIL"7� S7'`
TIE DOWN SYSTEM EXAMPLE AND DETAILS
'he following Minute Man anchoring method is for reference only. All andhors:n-g rruszz be ccm-
pleted ac-cording to the actual anchor manufacturer's instructions.
Adlp�-
, f
.0e..
Y'�a&an chops
INSTALLATION
There are two basic methods of installing anchors, each equally
effective in property securing mobile homes to the ground.
Machine Installation
In this method, the anchor is turned the full depth of four feet into the ground by an anchor drive
machine.
I Attach anchor to machine.
2 Auger is placed in proper
position b line with strap.
and machine started!,
3 Anchor should be
installed at a slight angle as
,shown to assure head beirg
posftjonedbehind !Uture
skirting.
Installation with Manual or Mechanical Post Hole Digger
In this method, anchors can be installed with equipment available to, the average home owner,
2 After the 'tole is dug to
24' depth. the anchor is
turned into the ground by
hand' using a rod or length
ot pipe for leverage-
3 After anchor is-instailed
to full depth. earth is
repacked. inches at
a time.
CAUTION: These instructions cover installation for frame ties only, and apply to
those mobile homes that are specifically engineered to require only frame ties as
specified in the mobile home manufacturer's printed installation instructions.
Particular attention should be directed to selecting the proper capacity anchoring
system, consistent with the home manufacturer's recommendations.
FOR FRAME TIES ONLY
POSITIONING FRAME TIE
FRAME TIE INSTALLATION INSTRUCTIONS
2. Insert strap in position through
buckle.
5. Strap should encircle frame and
Pass through buckle for the second
time and over the frame.
i. i nreao i' length of frame tie strap through
buckle as shown,
3_ Diagram showing strap in position around
frame and through buckle. It is important to
remove all slack from system_
3. Strap should be through buckle in
this configuration before installation
on frame_
o. Strap is pulled tight from outside.
or anchor side. of frame.
t. See step one in instal-
lation instruc:icns.
4. Strap should be passed over
fraise from inside. and buckle pulled
into position as shown_
7. Inside of frame tie. properly
installed.
PROPER TENSIONING OF STRAP TO ANCHOR HEAD
1. Insert boa info head; attach oul
4.8oa is fumed vAth 15n 6' socket
wrenck or a*jst" wrertdk on
hoc
7. HokkV hex head of bolt in
MA $0 drag sqme
i squatS �00—
S. Tb laid boa under tension vrhde
rt- wrench, an q*
wnmch is placed ora &V squam
why o('boX
5-5F
. i nd 9Ww �� t ' e t �.
l tp tlxm on boll gJ a,
strw 6 taut.
6- Align square shoulders of boa wah
square hole m anchor head.
t
EARTHQUAKE BRACING
Mliquake bracing is a 4W of anchoring system that resists motion
earthquakes. An6horing systems designed t o resist wind also help'some in an earthquake,
unless it is a large ,p,. motion caused by earthquakes is a quick a r
c N s. �w« me h wind loadsn• nil'
r these
conditions. The forcesfrom •
technically edseismic loads.
When a manufactured home slides off its support system, and falls more than two
inches, severe structural damage can occur. Homes can also be destroyed by fire due to
gas lines rupturing or other causes of fire related to an earthquake. New HUD rules (not
Yet published) require long flexible gas connectors_
Seismic loads can awake the home .slide off its foundation.. Before an earthquake,.
the home is at rte.. Suddenly, the ground moves sideways, but because of its mass, the
home tends to stay in one place. This occurs very quickly, so the home tends to slide
off its footings. Concrete piers can tumble and metal piers tilt sideways, shifting the
weight to one side, easily bending the piers. Conte block piers hold up much better in
earthquakes than standard metal piers.
There is currently no feder'`,or state requirement for earthquake bracing of
manufactured homes inWashington State. WAC 296-150K Sections 600 and 620,
allow local jurisdictions to adopt installation requirements to protect homes-fromdanuge
due to earthquakes if in an area considered hazardous due to the probability of
earthquakes. Local jurisdictions may not dictate earthquake resistant bracing system
design, but they may 6nly require systems to be designed to meet the earthquake zone
that covers the installation site.
Be sure to follow the directions of the equipment manufacturer. Also, have the
installation instructions available for review by the local jurisdiction.
California certifies Earthquake Resistant Bracing Systems (ERBS), leading the
nation in this area. As of November 1994,23 manufacturers of EBBS had equipment
models certified in Califon u& Washington State does not have an ERBS certification
program. Check with the. city or county where the homeis to placed for approval
procedures for bracing systems that you _ are 'd using.
As of June 1998, the Installer Certification Law, RCW 43.63B, was revised to
require installation of uake-r sistmt bracing systems to be supervised by a certified
installer. This would apply if the system were installed at the time of home installation or
at any later time.
Page 5-6
Earth wake Bracing Devices
In addition to normal tie -downs for wind, several devices are available to
strengthen the support system to resist quakes:
Saddles and Locking Top Devices. These replace the standard flat piece on top of the
adjusting bolt on metal piers to more securely connect the pier to the I-beam of the home.
Marriage Locks. These are devices to connect the chassis of multi -section homes
together. They generally consist of a threaded steel rod running through or below the
chassis. They are mechanically connwW to the chassis with clamps and locking nuts.
Three to four marriage locks are normally installed at each marriage line.
Heavy Duty Piers, Super Piers and Safety Jacks. These steel piers are designed to carry
as much as 10 times the weight of a standard steel pier. The base of these piers is 1.5 to 2
times wider than the standard pier and they are equipped with a locking mechanism at the
top to fasten them to the I-beam. Normally they are installed to replace'every third or
fourth sWulard pier.
Earthquake Resistant Bracing Systems (ERGS). These systems do two basic things: (1)
resist seismic forces while supporting the home, and (2) limit any drop of the home to a
maximum of 2 inches.
Page 5-7
0
0
Table 42 — Minimum Pier Capacity
Muiti'section Center -Beam Blocking
EXAMPLE: 14 -foot section width
30 -pounds -per -square -foot roof live load
18 -foot -wide mating -wall opening
Follow r "Section to "14 feet."' Follow acrossto M pounds perfoot"
r or.d' column. Since the mating wall opening Is 18 feet wide,follow • o
requiredthe column headed '20." (For any opening width that Is not shown, use the next highest number on
the chart.) The pier capacity
Roof
Live
Section
Load
Pier Load and Minimum Pier Capacity (pounds)
Width
(pounds
(fes)
per
square
foot)
Mating all Opening (feet)
5
10
15
20
25
30
35
8
20
600
1200
1800
2400
3000
3600
4200
30
800
1600
2400
3200
4000
4800
5600
40
1000
2000
3000
4000
5000
5000
7000
10
20
800
1500
2300
3000
3800
4500
5300
30
1000
2000
3000
4000
5000
6000
7000
40
1300
2500
3800
5000
6300
7500
8800
12
20
900
1800
2600
3500
4400
5300
6100
30
1200
2300
3500
4700
5800
7000
8200
40
1500
2900
4400
5800
7300
8800
102.00
14
20
1000
2000
3000
4100
5100
6100
7100
30
1400
2700
4100
5400
6800
8100
9500
40
1700
3400
5100
6800
8400
10100
11800
16
20
1200
2300
3500
4700
5800
7000
8100
30
1600
3100
4700
6200
7800
9300
10900
40
1900
3800 1
5800
7500
9700
11600
13600
EXAMPLE: 14 -foot section width
30 -pounds -per -square -foot roof live load
18 -foot -wide mating -wall opening
Follow r "Section to "14 feet."' Follow acrossto M pounds perfoot"
r or.d' column. Since the mating wall opening Is 18 feet wide,follow • o
requiredthe column headed '20." (For any opening width that Is not shown, use the next highest number on
the chart.) The pier capacity
Table 4-1 — Minimum: Pier Capacity
Frame Plus Perimeter Blocking
(Both Frame and Perimeter Blocking Requirei.
Section
Roof
Minimum Pier Capacity (pounds)
Live
Pier
Width
Load
Location
(feet)
(pounds
per
square
foot)
Maximum Pier
Spacing (feet)
8
20
Frame
4
900
6
1300
8
1800
10
2200
Perimeter
600
800.
1100
1400
30
Frame
900
1300
1800
2200
Perimeter
700
1100
1400
1800
40
Frame
900
1300
1800
2200
Perimeter
900
1300
1800.
2200
10
20
Frame
1100
1700
2200
2800
Perimeter
700
1100
1400
1800
30
Frame
1100
1700
2200
2800
Perimeter
900
1400
1800
2300
40
Frame
1100
1700
2200
2800
Perimeter
1100
1700
2200
2800
12
20
Frame
1300
1900
2600
3200
Perimeter
800
1200
1600
2000
30
1 Frame 1
1300
1900
2600
3200
Perimeter
1100
1600
2100
2600
40
Frame
1 300
1900
2600
3200
Perimeter
1300
1900
2600
3200
14
20
Frame
1500
22 00
3000
3700
Perimeter
900
L 1400
1900
2400
36
Frame
1500
2200
3000
3700
Perimeter
1200
1800
2400
3000
40
Frame
1500
2200
3000
3700
Perimeter
1500
2200
3000
3700
16
20
Frame
1700
2600
3400
4300
Perimeter
1100
1600
2200
2700
30
Frame
1700
2600
3400
4300
Perimeter
1400
2100
2800
3500
Frame
1700
2600
3400
4300
Perimeter
1700
2600
3400
4300
Frame
1900
2900
3900
4800
[140
Perimeter
1200
1800
2500
3100
Frame
1900
2900
3900
4800
Perimeter
1600
2400
3200
3900
Frame
1900
2900
3900
4800
Perimeter 1
1900
2900
3900
4800
L
a
C