HomeMy WebLinkAboutLA185809 PERMIT
City of Lakeville Permit Type: Building
20195 Holyoke Ave ��, Permit Number: LA185809
Lakeville, MN 55044 � ,�
(952)985-4440 ';�"��
* LFl 185809 �K
www.ci.lakeville.mn.us Date Issued: 11/OS/2020
Site Address: 17645 Europa Ave
Lot: 001 Block: 075 Addition: Section 11 Twn 114 Range 20
PID: 22-01100-75-010
Use: * 22 — PJ 1 1 (7JPJ - 75 — (�1 1 (7J *
Description:
Sub Type: Mobile Home Install Construction Type: V-B
Work Type: New
Description: New insta112021 Schult Double Wide 32x60
Census Code: - Occupancy: IRC-1
Zoning: RSMH
Square Feet: 0
Comments:
Fee Summary' Description Amount Revenue Code
Mobile Home Installation $90.00 1000-4151
Surcharge- $1.00 $1.00 1000.2127
Total: $91.00
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Contractor: - Appl;�a„t - Owner:
Crystal Bay Corporation Country View Lmtdptnshp
PO Box 600 1500 Mcandrews Rd W Ste 100
Wyoming MN 55092 Burnsville MN 55337--447
(651)462-4101
I HEREBY AGREE THAT THIS WORK WILL BE PERFORMED ACCORDING TO: (1)THE APPROVED PLANS&
SPECIFICATIONS;(2)THE APPLICABLE CITY ORDINANCES&CODES;AND(3)THE MN STATE BUILDING CODE.
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ApplicantlPermitee: Signature Issued By: Signature
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Manufactured Home Svstems Test Affidavit
This form must be completed in its entirety and be submitted at the Building Final inspection for the installation of a
manufactured home. All tests must be completed and signed off on this form. A certificate of occupancy will not be
issued until this completed form is received.
SYSTEMS TEST VERIFICATION
Description Date Passed Sign re of Tester
D1'1111 Lin@: Pursuant to CFR 3280.612(b) Date: j �"r� ,d'��
/ �.,�
Print Name of Tester and Company: �
� �"-----�_.
WateC LIt1@: Pursuant to CFR 3280.612(a) Date: / �)�� �� ���
_�, j�-.�
Print Name of Tester and Company: , �
FIXtUfe TeSt: Pursuant to CFR 3280.612 (c) Date: � /� �/ �
Print Name of Tester and Company: '�� �
GaS TeSt: Pursuant to CFR 3280.705 and IFGC 406.4 Date:
Print Name of Tester and Company:
Electrical Operational: Pursuant to cFR s28s.�o2 Date:
Print Name of Tester and Company:
EI@Ctt'ICaI POlal'Ity: Pursuant to CFR 3285.702 Date:
Print IVame of Tester and Company:
EIeCtCICaI C011tillUlty: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
Smoke Alarm Test: Pursuant to CFR 3280.208 Date:
Print Name of Tester and Company:
I certify the above systems testing has been completed and was found to be in compliance with the provisions identified for each
systems test: � � ]
/
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Si nature: -� �Y �U�" �1 Date: f � 3 �l
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Manufactured Home Systems Test Affidavit
This form must be completed in its entirety and be submitted at tne Building Final irspectic�n for th�in�.ta!'atic�n r.f a
manufactured home. All tests must be completed and signed off on this�orm. A ce=�tific-�t+� of occ�r:�arcy ��vil' �:::� `-,�~
issued until this completPd form �s received. j✓I/„[1� ����,G�C� � • �� /
! - l l.1/-1 �\J
____.._._ -- .._---._.__� _ --_..__�_._.-----. _ __ ._
SYSTEMS TEST VERIF4CATfON
_ ____----____ ___ _._____._ _ ----- ---____... _.__._-- --- _
Description Date Passed Sig+:utu a oi 1�,5t�s a
__ �--- _ __..__ _:�__.,__. _---.- _:. _-_-:_ , �-�_�-.�_ � ,_._ �,....�.�.�.
r>:� ... :�,
_ ____::---- =_:.__ _.��,- , .. _ -:-____� _. � ,
Drain Line: �urs�ant to C�rz s2sasi2 �b> '' a�t�: '
Print Name of T�ster and Company:
Water Line: ?ursuant to C�R 3280.612(a) ��t�
' _ _ .
____--- . _ ___� __._... __--1_. _ _
Print Name of Tester and Cornpany:
_ --- ---=a--� -_ - -•--____,�. �-_,._ _-_._ _,. _-�.�. ��,��._�.__��_�,.�....._..,.
_ _ __ : __
_
FIXtU�6 T@St: Pursuant to CFR 3280.612 (c) Date. �
_._ �
_.____._..__ �—__.. ._... "-1 i
Print Name of Tesler and Company:
,,=r ____-�_ .�.:._.. __�_ _ _ . _ _. __-
-_��--- -_:-. . --=__
- _
GaS T@St: nursuan2 to CFR 3280.705 and IFGC 406.4 � Gate � �`- � � "r��-� �/�� J
_ _ _ ..- — — -- _
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Print Name af Tester and Company ����,� �sc� !T �/ ��/v (,}bl �;�'�k • L���,
/� � ' � _ _ ._ _ _
�:.� :�_.�.:�s:. ___._. �zs _ _ .__ = _ __r _ _ _��_Fz _ i _
Eiectricaf O erational: Pursuanc to cF�t�aS �e2 natf:
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Print NamE:ot'ester and Company:
---_.,�._- _= __� _, __:_..._ __ ;,��._.�,....o..s.,.....«..��a.- -�
_--��. -_=_ : .------.__�,�,..,.. __._._ '
ElectriCal Polarity: Pursuant to CFR 3285.702 ��Date �
_�---- __.__ __� _ --_.-_---1- --- -... ---- ---- . _ . �
Print Name of 7ester and Company: ?
--- _- - - _._.: _�...:_ -,- ��_.__ _ _ _ • , - --- ---= -- . _ _
<�..,�,�.-�e�...:�..�« -�
_._----- �- -__ ._.__... .. _r_. . - ..- -=-. .� ._.. . _. . .
-- i
Electrical Continuity: Pursuant co cFR 32s5.io2 � r�ate
Print NamF of Tester and Company:
---___---- _-,-__ �_- -_—, �,.�. — --.. _:..... - ---�- a... „�-,�-..�.....�„��.,..�,..,��
-__ __:_._�_ ---�_-
Smoke Alarm Test: Pursuant to CFR 3280208 � Date
__�__i_� ----___.____�.
Print Name of Tester and Company: � �
_:,.:_ _=>,-----_���__.,_�:F�.�...
_.---_..�_;_. __-.T_, �u ,_=z_,.,,..�� n... -_-_---�---�_,-,r. .....:�.� _,,�m �. �� -�:. �...�.;
I cert�fy the above systems testing has been completed and was found to be in compliance w�th the provision.,�sen�ifie�i fc,r t,a�;h
systems test
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Si9nature:------- __ _ _.
MANUFACTURED HOME PERMIT OfficeUseOnly
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APPLICATION `�Permit rv�mb\
CITY OF LAKEVILLE �\�"1� `
j ' ' BUILDING INSPECTIONS DEPARTMENT Received By
���� � ��� 20195 HOLYOKE AVENUE _� �,�� �� ��-
LAKEVILLE, MN 55044 Date Received
952-985-4440
o.oo� ;� l„��t,
�v�cn�-.lakevillcnw.�o�
Fee Total
REQUIRED FOR APPLICATION:
Q Completed Park Manager Approval Form � Manufacturer's approved installation manual � Separate Electrical Permit
GENERAL INFORMATION
H MEOWNERS NAME COU TY
H ME LOCATION/ADDRESS CIT
� �'� �,,.J " ,O�.J�-'J!.��
MANUFACTURED HOME B AND MODEL SERIAL NUMBER OF HOME DATE OF MANUFA� TURE
n c� •���J`IIL�� �A1 ��� 1
HUD or ATE LABEL(S)NUMBER(S) (If home was manufactured prior to July 1, 1972, no label number required.)
Is e home ated in a park? Na of Park
�
No es CR �,
SUPPORT SYSTEM
Support System Seal Foundation Type: ❑ Ground Frost Depth ❑ Basement ❑ Crawlspace w/frost
Engineered ❑ Other Approvai Alternate
Soil Bearing Capacity Method of verification
I
SYSTEM ITEMS (Utility Work): (Enter completed by, if installer state installer, if homeowner state homeowner, if other give
name of erson, com an n me, license number ifknown.
S er:
� CQ � �V
w r: �� �
� 1.a� �,� - �
S: ;
' ,- �1��� " ���
I trical: (By icensg ele al contr ctor or homeowner) (Park installation requires electrical contractor.)
������ �I��'�r��,� ��� -�a�-� � �c�
ANCHORING SYSTEM
Anchor System Seal Number: NC OR ANU CTURER'S NAME MODEL-PART/PRODUCT NO.
�� .
Soil Anchors est Probe Torque Value (inch s.) Concrete A chors: Other anchor system:
�No � Yes � No � Yes
INSTALLER INFORMATION
I hereby certify that the Support System and Anchoring System on the Manufactured Home listed will be completed in accordance
with the manufacturer's instructions and the Minnesofa State Buildin Code.
MN REGISTRATION NUMBER INSTALL COMPA AME LICENSED/REGISTERED INSTALLERSSIGNATURE:
MI-� �'
mail Addr ss: Phone N mber:
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OFFICE USE ONLY
MANUFACTURED HOME PERMIT APPLICATION
USE AND OCCUPANCY:
2020 gUILDING CODE
^.� iv CONSTRUCTION TYPE
�Q � IRC DWELLING TYPE
�� ZONING
REQUIRED INSPECTIONS:
� FOOTING
�]TIE-DOWNS AND BLOCKING
�]BUILDING FINAL(copy of Systems Test Affidavit)
PERMIT FEE:
a
PERMIT FEE: $ �Q
SURCHARGE: $
J �"
/ �o
TOTAL: $ 0.00 9 —�
--_ _-
BUILDING INSPECTOR: �. DATE: 1�����ZO
COMMENTS:
_New i"nti�/� zPZ� S�i,vt �f {'�on��� (n.!'(/f 3�C (o O
1�Zp1NLT�'ACT`URED HOME PARK � ,�° '�°�
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MANAGER APPROVAL �°'`N'�"`
CT1Y OF LAKEYILI� � Receivod By
gUIi,DIN(3INSPECTIONS DEPARTMFNT
20195 HOLYOKE AV.EN'i7B �g��
LAKEyIL.L,B,MN 55044
.�,,. 952-985-44�►0
www.lakcvilletnn.gov
ItEQUIRED FOR AP'PLICATION:
Park Manager apprnaal form with s�te plan on reverse.
Manufaeturer's appmved installation manaal.
Appllcatiom m�st be made 24 honr�befare i�stallation of home�tnd request for inspection.
This form must be completed ared signed by the Park Manager. T'his complsted fornt is required at tht tvne
of aPPkcation for all buiid�ng permids.
�S�
JOB STI"E ADDRESS: '
MANUFACTURID HOME PARK: ,
�i1�TAi.i.F.R�11IFOR TIUN�
NAME QF OWNER OR CONTRACTOR DOING WORK:
P�O�: CONTR STATE LICENSE#:
STREET ADDRESS: ��' ��
MANUFACTCTItER: YEAR HOME WAS MANUF•:�(�1�
YEAR OF SEAL: �.1 pe
� n�u"`�,s�r.��r.� SERIAi.#•K� ��.t�����_
�r27 xlo�f`$ �3 K��a
DIMENSIONS OF HOME:3Z�9��eC� DIIvSENSIONS OF LOT:_ �
ARE'I�RE ANY ROO ADDTTIONS,PORCHES,DECKS OR ACCESSORY BUII�INGS7
y� TTp�_ IF YES.STATE TYPE AND STLE:
I HEREBY AGREE THE INFORMATiON AB4VE IS COMP ACCURA'fE. I HAVE PERSONALI�Y
INSPECTED TF�SITE AND THE HOUSE PAD FOR C LIANCE TH ALI-CITl'ORDINANCES AND THE
M[INNESOTA STATE BUILL?TNG CODE.
PARI�MANAGER'S SIGNATURE: �` �A� DATE��'�7�'�'�"�
SI'TE pLAN MUST BE SHOWN ON REVIItSE SIDE. INC E ALL ADDITIONS,ACCESSORY BUII.DINGS,
DISTANCES FROM LQT LINFS,EASEMENTS AND ADJOINING HOMPS.
OFFICE USE
APPROVED BY: . DATE
COMMENTS
(REVISED 12/28/2017)
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❑ �u o REFER TO INSTALLATION MANUAL FOR PIER LOADS S��y"�"�� �� ���� � Z1//�t/ ��,� �� � = a*PORrH/RF.� � .
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9.,� � 32X60 33R 2BA R6032-377RERS
CLAYTON HOME BUILDING GROUP __.___ 99 I�Z BEAM SPACIN �_ :�_,.:A,F ._,_ „FF.r h-.
�'t17J C8/21/2020 C9/10/2020 21-PS-99
� • • •
/ TABLE 6 .LOAD ON FRAME PIER fOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
��X7b Stn3�t WI���
Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang)
South(20 psf) Middle(30 psf) North(40 psf)
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft SO/20 ft 12/24 ft 14J28/42 ft 16/32/48 ft
Upto 4' 2300 2624 2948 3191 2540 2904 3268 3541 2780 3184 3588 3891
>4'to 6' 3250 3736 4222 4587 3610 4156 4702 5112 3970 4576 5182 5637
>6'to 8' 4200 4848 5496 5757 4680 5408 6136 6682 5160 5968 6776 7382
>8'to 10' S150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128
TABL 6 . OAD�N FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(L85)
2gX'�`�` �ou�t� w:t �
K x ,r(p yJqv�;� w �_r Roof Load Zone and Max.Home Width(24"Max.Sidewall Eave Overhang)
South(20 psf) Middle(30 psf) North(40 psf)
Pier Spacing 20 ft 24 ft 28/42 ft 32/48 ft ZO ft 24 ft 28/42 ft 32/48 ft 20 ft 24 ft 28/42 ft 32/48 ft
Upto 4' 2420 2744 3068 3311 2700 3064 3428 3701 2980 3384 3788 4091
>4'to 6' 3430 3916 4402 4767 3850 4396 4942 5352 4270 4876 5482 5937
>6'to 8' 4440 5088 5736 6222 5000 5728 6456 7002 5560 6368 7176 7782
>8'to 30' S450 6260 7070 7678 6150 7060 7970 8653 6850 7860 8870 9628
Calculate Loads
� Use Table 6d to determine the loads on supports below openings in the sidewall when perimeter
blocking is not required. Find the row with the appropriate opening span. Then,find the column
with the a ro riate floor width.The number in the intersectin cell is the load. '
TABLE 6d.LOAD ON PIER FOOTINGS AT OPENINGS ALONG THE SIDEWALL(LBS)
Roof Load Zone and Max.Home Width(24"Max.Sidewal)Eave Overhang)
South(20 psf) South(20 psf)
Pier Spacing 10/20 ft 12/24 ft 14/28/42 R 16/32/48 ft 18 ft Pier Spacing 30/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft
Up to 3' 1025 1100 1175 1244 1306 >5'to 6' 1400 1520 1640 1750 1850 i
>3'to 4' 1150 1240 1330 1413 1488 >6'to 8' 1650 1800 1950 2088 2213
>4'to 5' 1275 1380 1485 1581 1669 >8'to 10' 1900 2080 2260 2425 2575 '
Middle(30 psf) Middle(30 psf)
Pier Spacing 30/20 ft 12/24 ft 14/28/42 ft 16/32/4S ft 18 ft Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft '
Upto 3' 1200 1300 1400 1492 1575 >5'to 6' 1680 1840 2000 2147 2280
>3'to 4' 1360 1480 1600 ll10 1810 >6'to 8' 2000 2200 2400 2583 2750 I
>4'to 5' 1520 1660 1800 1928 2045 >8'to 10' 2320 2560 2800 3020 3220 '
North(40 ps� North(40 psf)
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing 30/20 ft 12/24 ft 14/2S/42 ft 16/32/48 ft 18 ft
Upto 3' 1375 1500 1625 1740 1844 >5'to 6' 1960 2160 2360 2543 2710 '
>3'to 4' 1570 1720 1870 2008 2133 >6'to 8' 2350 2600 2850 3079 32 i
>4'to 5' 1765 1940 2115 2275 2421 >8'to 10' 2740 3040 3340 3615 3865
i
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�. . . . . � �3���`1� pe�tion
�� � ���1d ����?,p..�--
STEP 3. DESIGN FRAME AND PERIMETER S�PP�RTS" �lor��r�� ��
�.
��, With Perimeter Blocking) ;�� `r : ."� , ,�, �,f''_.' '� � �
DETERMINE LOCATIONS � � ': , � „
Depending on design and location, some homes require regularly spaced'p�rim'eter sup�; ' � '
, ports along all of the sidewalls and marriage walls in addition to frame s�pp"orts. ff reqwred, - •
, perimeter support locations will be identified by labels attached�long the bottom of the ;' �, :' ::. Spacing frame supports. ,
sidewalls and marriagewalls and noted on the Data Plate.R�ier:�suXppor#`villbe req4�ed at„� ' There must be a support ;
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_ �TABLE 5.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS)
�
i
20 ft Max.Home Width
Roof Live Maximum Opening in Marriage Line(ft)
Load(PSF) 4 8 12 14 16 18 20 24 28 32 36 40 44 48
20 1000 1600 2200 2500 2800 3100 3400 4000 4600 5200 5800 6400 7000 7600
30 2000 2800 3600 4000 4400 4800 5200 6000 6800 7600 8400 9200 10000 10800
40 2400 3400 4400 4900 5400 5900 6400 7400 8400 9400 10400 11400 12400 13400
60 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 14400 15800 17200 18600
80 4000 5800 7600 5500 9400 10300 11200 13000 14800 16600 18400 20200 22000 23800
100 4800 7000 9200 10300 11400 12500 13600 15800 18000 20200 22400 24600 26800 29000
120 5600 8200 10800 12100 13400 14700 16000 18600 21200 23800 26400 29000 31600 34200
TABLE Sa.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS)
24 ft Double Section/36 ft Triple Section Max.Home Width
Roof Live Maximum Opening in Marriage line(ft)
Load(PSF) 4 8 12 14 16 18 20 24 28 32 36 40 44 48
20 1120 1840 2560 2920 3280 3640 4000 4720 5440 6160 6880 7600 8320 9040 i
30 2320 3280 4240 4720 5200 5680 6160 7120 8080 9040 10000 10960 11920 12880
40 2800 4000 5200 5800 6400 7000 7600 8800 10000 11200 12400 13600 14800 16000 (
60 3760 5440 7120 7960 8800 9640 10480 12160 13840 15520 17200 18880 20560 22240 �
80 4720 6880 9040 10120 11200 12280 13360 15520 17680 19840 22000 24160 26320 28480
100 5680 8320 10960 12280 13600 14920 16240 18880 21520 24160 26800 29440 32080 34720
120 6640 9760 12880 14440 16000 17560 19120 22240 25360 28480 31600 34720 37840 40960
TABLE 5b.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS)
28 ft Double Section/42 ft Triple Section Max.Home Width �
Roof Live Maximum Opening in Marriage Line(ft)
Load(PSF) 4 8 12 14 16 18 20 24 28 32 36 40 44 48 �
20 1240 2080 2920 3340 3760 4180 4600 5440 6280 7120 7960 8800 9640 10480 �I
30 2640 3760 4880 5440 6000 6560 7120 8240 9360 10480 11600 12720 13840 14960 �I
40 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 14400 15800 17200 18600 i
60 4320 6280 8240 9220 10200 11180 12160 14120 16080 18040 20000 21960 23920 25880 �
80 5440 7960 10480 11740 13000 14260 15520 18040 20560 23080 25600 28120 30640 33160 '
100 6560 9640 12720 14260 15800 17340 18880 21960 25040 28120 31200 34280 37360 40440 `
120 7680 11320 14960 16780 18600 20420 22240 25880 29520 33160 36800 40440 44080 47720 �
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TABLE 10. FOOTING DIMENSIONS Nate:
Pier Soil Bearing Capacity(PSF) Round To calculate a square or rectan-
CapaCtty Re uired Footln Area s uare i�ches Footer pular footer:
Ibs 1000 1500 2000 2500 3000 4000 Dlameter
1000 144 _ 128 _ _ 1�8___ _ 128___ 128 _ ___ 128 Length(in)x Width(in)=Area
1200 173 12$ 128 128 128 128
iaoo .' zoZ i3a � i2a ��--lza -- ---—iia-- --12s � Example:
1600 230 154 128 128 128 128
isoo zse 1�3 13o sza izs iza 16 in x 20 in=320 sq. inches
_ 2000 288 192 144 128 128 128
----- --�--- -___ ---- ----------
2zoo 317 2i1 iss_ szs izs iza To calculate a round footer:
2400 346 230 173 138 12$ 128
----- -- ...-----------_....,- --
2600 374 250 187 150 128 128
2800 403 269 202 161 134 128 3.14 x.25 x Diameter(in)x Di-
3000 432 288 216 173 144 128 ameter(in)=Area
3100 446 298 223 179 149 128
3200 _ 461 307 230 184 154 1Z8 Example:For a 22��diameter
3300 475 317 238 190 158 126 footing
------ --------- - ----------- — --
3400 490 326 245 196 163 128
3500 504 336 252 zo2 iss iza_ 3.14 x.25 x 22 in x 22 in=380
3600 518 346 259 207 173 130 sq. inches
3700 533 355 266 213 178 133 1
3800 547 365 274 219 182 137 8
3900 _^ 562 374 281 225 187 140
+4000 576 384 288 230 192 144 i
4100 590 394 295 236 197 148 n
4200 605 _ 403 302 242 202 151 �
- -- ------- -----—
4300 619 413 310 248 206 _155 h
_ 4400 634 422 317 253 211 158
4500 648 432 324 259 216 162
4600 662 442 331 265 221 166
470D 677 451 338 271 226 169
480D 691 461 346 276 230 173
4900 706 470 353 282 235 176
S�c�j�c t�C 5000 720 �480 360 288 240 180
'F�q� —� 52Q0 749 499 374 300 250 187
5400 778 �518 389 311 259 194
5600 SO6 538 403 323 269 202
5800 835 557 418 334 278 209�
Ma►'ri — 6000 864 576 432 346 288 216
6200 893 595 446 357 298 223
po�l.� e 6400 922 614 461 369 307 230
�rNN1 6600 950 634 475 380 317 238
6800 979 653 490 392 326 245
7��0 1008 672 504 403 336 252
/���/ e — 7200 1037 691 518 415 346 259 \`�`��f�v���N+�����' •
74�� 1066 710 533 426 355 266 �51r;.�•}...,;;�q�1�',i,.
7600 1094 730 547 438 365 274 ;'`�`` ;•' �W� F/v'•,C ��rr�,
7800 1123 749 �562 - 449 374 281 Z � �•GJ Cj '.. �'
8000 1152 768 576 461 384 288 q 3 � � I +' ,
8500 1224 816 612 49Q 408 306 � ': � " �a� �
_ " ' Ac:}ZtCU URi:' _••
M,arv 9000 1296 864 648 518 432 324 -- ; ' � T
--- ----------- i - , �J
�N�� �« 9500 1368 912 684 547 456 342 � �` ��((�J r �
-------- ------- -
.. --- -
M� � 30000 1440 960 720 576 480 360 n w • - �"1
10500 1512 1008 756 605 504 378 � � �•�� ������ r��,a',��,��
11000 1584 1056 792 634 528 396 h �����y.,`•� (�� ��!k�+'_�LT,�'��
11500 1656 1104 828 662 552 ;• 414 �/f��'�'�•„�,�.•a'�Cj�11
izsoo isoo izoo eoo 720 -�600-� 450 ''�����7��,���t\
13000 iS72 124B 936 749 624 468
13500 1944 1296 972 778 648 486 3
14000 2D16 1344 1D08 S06 672 504 �
1450D 20B8 1392 1044 835 596 522 i
15000 216D 1440 1080 864 720 540
15500 2232 1488 1116 893 744 558 �
16000 2304 1536 1152 922 768 576
�.;--� -- ___
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. _._.._... ._._. . .__......____ .... ___ .
...._..__.._._.__.. .........'_'_
_.._..... ___._.�
STEP 5. SIZE FOOTINGS
Once the load on the footing and the soil bearing capacity are known, calculate the size
of each footing as follows:
1. From Table 9 determine if the pier is to be of single stack blocks(8 inch x16
inch)or double stack blocks(16 inch x 16 inch).
2. Locate the group of columns in Table 10 with the soil bearing capacity deter-
mined in Prepare the Site,STEP 5.DETERMINE SOIL BEARING CAPACITY
AND FROST LINE(p. 17). Use the next lowest value if the exact value does
, not appear.
3. Find the row corresponding to the pier capacity required by Tables 5, 6 or 7.
Then, read across the table to determine the minimum required footing area for
the corresponding pier capacity and soil bearing capacity.
4. The required footing size and pier capacity may be changed by selecting differ-
;' ent support spacin .
TABLE 9. PIER CONFIGURATION -
Pier Con- Maxtmum load(Iba)
flguratlon Hefpht Configuration Without With
Mortar Mortar �
Single Single stack biocks with long side
Stack Less than 36 in* perpendicular to frame I-beam or 6,500 7,680
parallel to perimeter rail(rim joist)
Doubie 67"Max.
: Stack Double,interlocked biocks 13,000 15,360
TMple 67��Max.
Stack Tripie,interlocked blocks 19,500 23,034
Double q08"Max.*`
Retnforced Double,interlocked blocks NA 39,500
*Single stack piers may be constructed up to 54"max. height only when instalied as pe-
rimeter and marriage line support piers.
**Cross reference maximum ailowable pier height with maximum floor height listed in �
frame tiedown charts. If maximum height listed in frame tiedown charts is exceeded then �a
designs must be provided by a registered professional engineer or registered architect.
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• • •
I _ _ .._ . _ _ _
, As the location and load for each support is determined, note it on the sketch.When se-
, lecting locations for supports, keep in mind that increasing the spacing between supports
', will increase the load on that support and the size of the required footing.
DETERMINE LOCATIONS
: Point loads exist where a bearing/structural weight is concentrated and transferred to the
foundation at a specific point. Locate a support under each point load, including the fol-
lowing examples:
, • Exterior doors in side walls at both sides of each door(blocking is not required
', at exterior doors in end walls supported by the steel header or exterior doors
located in side walls when chassis I-beam spacing is 112"on-center).
• Other exterior wall openings four feet and greater at both sides of each opening
(including multiple windows that total four feet wide or more without intermedi-
' ate supports, even if individual windows are less than four feet).
• Marriage line openings four feet or greater at both sides of each opening.
• Locations where through-the-rim crossover ducts penetrate the rim joist at the
'� marriage line(unless otherwise noted in supplemental documents provided with
; the home or unless the home is constructed with a perimeter frame system).
I • Marriage line columns.
• Load-bearing porch posts.
• On each side of factory installed fireplaces when located on the exterior side-
, walls or marriage walls(except when supported by the steel header).
Adjustable outriggers may be used to replace piers below exterior door or window open-
ings less than 48"and below factory installed fireplaces located on the exterior sidewalls
' or marriage walls.Adjustable outriggers may only be substituted if local codes permit the
use of these devices and they are installed according to the manufacturer's installation
instructions. Factory installed outriggers and crossmembers may also replace piers be- '
�� low exterior door or window openings less than 48".Additional factory installed floor
joists may replace piers below openings larger than 48"if noted on other supplemental
documents.
Mark the required point load support locations on the sketch. Supports are not required
I where the manufacturer has reinforced the floor(such as with additional outriggers or
' floor joists)and so noted in the documentation provided with the home.
DOOR OR OPENING LESS
I THAN 48 IN.IN WIDTH COMBINED SPAN A+B
I� RIDGEBEAM
COLUMN POST OR WALL I
LESS THAN 16 IN.IN WIDTH Figure 1. Typica/point-load �
SPAN C P N B SPAN A support locations along the �
marriage line. ;
MAIN
I I-BEAM
' FOOTING FOOTING FOOTING FOOTING FOOTING FOOTING
SIZED AND SIZED FOR SIZED AND SIZED FOR SIZED FOR SIZED FOR
SPACED PER SPAN C PER SPACED PER SPAN B PER SPAN A+g SPAN A PER
TABLE 7 TABLE 5 TABLE 7 TABLE 5 PER TABLE 5 TABLE 5
' CALCULATE LOADS
' Use Tables 5-5c to determine the loads on point load supports(columns). For each support, ,
find the table with the appropriate section width.Then,find the row with the appropriate roof
' load zone and the column corresponding to the span (see Figure 7 for guidance on determin-
' ing spans—if a support is shared by spans on both sides, add the respective loads together
to arrive at the total load under that point).The number in the intersecting cell is the load. ,
� Note the required loads next to each point load support on the sketch. '
� . I
21
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, Foundatlon System
/nstallation tn s for Wind Zone f,
_ -- By Tie Dow �• ' w E'�
I"'. updar.e:e� ��%��;-�; ,�t'; �(3F� �h�i
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� Easy installation � ,� r�. �:;
. �f O r 3 1 4 �
• Stabilizer piates and diagonai frame tie� \;��; , � ;`�,� �F� �STE�'�d��
are not required in most set-ups ����. ?`���:�•`=� " ��" S��MR1.'��`
• tonpitudinal atabilization is easily added � �� �, ,��
..�-
with Tie Oown's LSD strut kit. ` ; �
� Heavy gaivanized coating* on bracket �� s " '`
and struts. �"`�r�� `...--�""~ '
REQUIREMENTS `~`�"�'�
'`��'_... . -=; '—�,
• Instail in any type of soii, y� �. � . �,,-,;
4B(175-275Ibs.) or better. ���� ' : � �`� '�r
• Maximum vertical projection at side�vali _ �,..-� �
is 9'. Higher walis may be used when the �.-�,,;,,;�
�.�-
esign loads are adjusted accardingly. �i � �'"""" � �
• Main rail spacing must be 75.5" - 99.5" �"�
• Additional veriical anchor ties Ehat are �
unique to a home's design may be required Xi2
by the home manufacturer, These locations Ground 5ystem � . .-�,�=;�_ -;
may inelude shear tivalls,marriage line ridge (For 61ock or 5teel Pler) `- ��'"
beam suppo�l posts,and rim plates. The
longitudinal component of the Xi2 system
replaces entl irame ties.Check manufacturers n_.� T
set-up requirements. -�'"'�
• Maximum pier height is 48". � . ' ''�
�. .�--,..�� :�
• Systems must be placed as evenly as :`� �-� ,�. � �
possible,no more than 10'from end of home. �
• Additionai systems may be needed for roof ��' ` �
slopes greater ihan 20 der�rees,�4.37"in i2'' ;���"'�
Pitch)See Page 4. X12 Gt'OU17GI SybtBf'1'! � ��� �'
�_...< - � .:; -- . `
• Two systems designed to wo�k in conjunction with Longitudinal5tabilizatfon ���
with BBCh Other. (One 8trut for Wind Zone 1
• Wind Zones II &ilf requires sidewall anchors. Two 5trute fior Wtnd Zenes r16!11)
Check manufacturers requirements.
" Xi2 components exceed HUD code 3280.307g "Anchoring equipment exposed to vreathering sha/l have a
resistance to �veather deterioration af least equivalent to that provided by a coating of zinc on stee!af not
less than 0.30 ounces per squa�e foot of surface coating...."
:,
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Installation of lateral System . ��r rt,
1 identify the number of systems to be used on the home using the cha�t above. � `'
2. identify the locatian u�rhere the lateral systems w�ll be installed. ��Z`'J�n��
3. Clear ail organic matter and debris from the pad site.
4. Place pad centered under beam with the lateral strut bracket towards the inside oi the home.
5. Press or drive pan into ground until level and flush�vith prepared surface.
6. Build pier according ta State, Local or Home Manufacturers guidelines.(Figure f)
7. Attach the end of the smaller tube to the inside of pan using Ubolt& nuts provitled
8. Attach ihe flag end of the larger tube to the opposite I-beam usi�g the "J" bolt over the top of the 1-beam
with the nut & washer provided. (P;gur�e 2)
9. Install a minimum oi(our(�12 x 1"tek scre�r�s)setf•tapping screvrs into the holes providetl in the la#eral strut so
that the two tubes are connected together.(Ftgu�� tj
� f-3/4"Tube J-Solt Nut 6�Wa6har
\ �
Figure] �.��, Lataral5Lrutd � �6�
`�:� � , 5trut
���� 1-1/2"Tuba a (f1Ag end)
��. / � .
a•rt2xt��,� i
� Tek 5crrw� �� ` �
i �� i �
; 1�.,
� ~ � �� 1-BeAm
U•dort 6 mounting _�
Bnckat '_'._ �__---_ . �\ Figure 2
Xi2 La#eral Stabilization Pier Placement.1
� N«�,�'j�
� w��y � � npr
.�ar N��•
30�� � ; � � ,�., . �
Anchor` ; � � i
> i ' i
� 5U�� �p�. � q; �
� ' �' S�� Y`�` C 1 A I �
Xi2 PIP.f V'����;SIn �°�T i � i
Placement ���fk�ln. � � � �
� �
�� ' t i i
�
3rd SyStem • � • � ` � �
for Placement � ,
Sinple Sectian Hame-WZ I b II D g�€SestlaEHo�u fl Triple Sectfon Home-WZ I� II
0-76'Box 2 Xi2 Systerns 0-76'Box 2 Xi. ems 0-76'Box 2 Xi2 Systcros
Over 7B'Box 3 Xi2 Systems ver ox i2 Systems Uver 76'Box 3 Xi2 Systems
. . ........... .....................................................
Single Section Home•WZ III Oauble 5ection Home•WZ III Triple Seciion Home-WZ III
0-64'Box 2 Xi2 Sysisms 0-64'Box 2 Xi2 Systems 0-fi4'Box 2 Xi2 Systems
Over 6A'Bflx 3 Xi2 Systerns Over 64'Box 3 Xi2 Sysiems Over 64'Box 3 Xi2 Systems
•For Wind Zoaa/-30"ancha wNertfcat r/rop or Irame tie w/slabilizsr plate,within 10'e/end o/home on rinyle sectrons.
NOTE: D�agram represenis single section up to 16'width,double section up to 32'width,
and triple section homes up to 48'v:�tlth
. • • � . �
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instailation of Longitudinal Struts ���� �'
712;J'�00�
Longitudinal stabilization can be combined economicaily with ihe Xi2 Lateral System.Combining LSD struts vrith
the pad for the lateral system saves time and material costs. When cambining the lateral and longitudinal systems,
use the placement directions for the lateral system.
Installation oi Longitudinal Struts
mg t. Identify the number of systems to he usetl on the
� d pf H� _ --=�' home using the cha�t below.
n ,=- � � � 2. Clear all organic matter and debris irom the pad site.
I ��F�,,,....----� � 3. Place u-bolt though holes provided. Attach iock
� washers on u-bnit. on the top side of pan
4. Press or tlrive pan into ground until level and flush
� with prepared surface.
��`�Ax .�`-",;:- 5. Build pier according to State. local or Home
��'�.., Manufacturers guidelines.
�� o! 6. Install frarne brackel clamps to I-beam on in
' � side of blocWpier. Do not tighten nuts at this time.
--_ � � 7. Insert u-bolt through mount bracket,attach with nut
o�, ., "" and bolt. Do not tighten at this time.
- �o� 8. Insert strut in the frame bracket clamp, attach with
. nut and bolt. Do not tighten at this time.
9. Pull the frame bracket clamp with the fastened strut
��, ' � � outward to remove any slack,
10.Tighten all nuts antl bolts on the struts and
beam clamps.
Xi2 Longitudinal Pier Placement
■
XI2 System � � � � � +I �� �
Placement � � % � � � 1 ; '
� � � � 9 � �
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a � E � � � � n
USe OOe Stfut(per end) ! � ; � � � � � � s
For WZ I � � � ' i
� � i � � ' � � �
t � � E S � � �
Single Section Double Seciion Triple Section
Up to 16' Nominal Up to 32' Nominal up to 48' Nominal
US8 TwD SttutS tPer end)
For WI Il & 111 When pis�with LSD struts is used only as longitudina!stabiJization, systems must be
as evenly spaced as possible, no more than 10'from the end of the home.
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Number of Xi2 Systems Required for Roof Pitches � "���`r:;7�'�;�'�`°:a �
,:� ,,; �.
Higher than 20 degrees {�, m
�t����l�t���
Mnauie Wind Zon Wind Zone I! Wind Zane III
Lenylh
(Feat) 5:12 8:12 7:12 l:12 5:12 6:12 7:12 9:12 5:12 8:12 7:12 9:1Z
- - -- ---- �-----__ - _—._ �_._. . ___.. . .__..� --- -----
34 2 2 2 2 2 2 2 2 2 2 3 3
36 2 2 2 2 2 2 2 3 2 2 3 3
Se 2 2 ?. 3 2 2 2 3 2 3 3 3
40 2 2 2 3 2 2 2 3 3 3 3 3
42 2 2 3 3 2 2 3 3 9 3 3 3
44 2 2 3 3 2 2 3 3 8 3 3 3
46 2 3 3 3 2 3 3 3 3 3 3 4
d8 2 3 3 3 3 3 3 3 3 3 3 4
50 3 3 3 3 3 3 3 3 3 3 3 4
52 3 3 3 3 3 3 3 3 3 3 4 4
54 S 3 3 3 8 3 3 3 3 3 4 4
3 3 3 3 3 3 3 3 3 3 4 4
58 3 3 3 3 3 3 3 3 3 3 4 4
80 3 3 3 3 3 3 3 3 3 3 4 5
62 3 3 3 3 3 3 3 3 4 4 4 5
64 3 3 4 4 3 3 4 4 4 q 4 5
66._ . 3 3, 4 4 3 3 4 4 4 4 4 5
68 3 4 4 4 3 4 4 4 � 4 5 5
7D 3 4 4 4 3 4 4 4 4 4 5 5
72 3 4 4 4 4 4 4 5 4 4 5 5
74 4 4 5 4 4 4 5 4 5 5 5
s a a a a a a 5 a s s s
�s a a a a s a 5 5 s
80 4 4 4 5 4 4 4 5 4 5 5 6
xi2 Grouna System � J-�-- - . , 4 `L °
�.
Part�59306 �� �,�,p., ' J
includes: 5'Strut, pad & hard�vare. �j O � � � �' � , ��
Longitudinat Stabilitation Hardware Kit � ��' � r � .
Part x59331 . '
Includes:2 l-beam brackets& 2 U-bolts • ,
►aith all nuts and bolts. Xi2 Ground System •
Part�59306
Struts for Longitudinal Stabilization l'• o 0 0 0
Part No. Strut Length Pier Height Up To: �„�� �� ��
5 9 3 3 fl-3 0 3 0" 2 B loc ks or 1 8" -
59330-39 39" 3 Biocks or 24" � f-;:� �� �ongitudinal
59330-44 44" 4 Biocks or 32' • a� Stabilization
59330-53 53" 5 Biocks or 40' '��;� - � N� Hardware Kit
59330-65 65" 6 Blacks or 48° ��'�`�� 9���jY Part#59331
� � Y
� � ! � �
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