HomeMy WebLinkAboutLA185805 PERMIT
City of Lakeville Permit Type: Building
20195 Holyoke Ave .. Permit Number: LA185805
Lakeville,MN 55044 ��
(952)985-4440 �``��
�KLR 1858QJ5 *
www.ci.lakeville.mn.us Date Issued• 11/OS/2020
Site Address: 17755 Eveleth Ave
Lot: 001 Block: 075 Addition: Section 11 Twn 114 Range 20
PID: 22-01100-75-010
Use: * 22 — PJ 1 laPJ - 75 — f�J 1 (� *
Description:
Sub Type: Mobile Home Install Construction Type: V-B
Work Type: New
Description: New insta112021 Schult Double Wide 28x44
Census Code: - Occupancy: IRC-1
Zoning: RSMH
Square Feet: 0
Comments:
Fee Summary' Descri�tion Amount Revenue Code
Mobile Home Installation $90.00 1000-4151
Surcharge- $1.00 $1.00 1000.2127
Total: $91.00
�`� �- A �, � ' — t,
Contractor: - Appl,�a„t - Owner:
Crystal Bay Corporation Country View Lmtdptnshp
PO Box 600 1500 Mcandrews Rd W Ste 100
Wyoming MN 55092 Burnsville MN 55337--447
(651)462-4101
I HEREBY AGREE THAT THIS WORK WILL BE PERFORMED ACCORDING TO: (1)THE APPROVED PLANS&
SPECIFICATIONS;(2)THE APPLICABLE CITY ORDINANCES&CODES;AND(3)THE MN STATE BUILDING CODE.
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ApplicandPermitee: Signature Issued By: Signature
. Q ,
111fanufactured Home 5vstems Test Affidavit � �� � �
is form rnust be completed in its entirety and be submitted at the Building Fina1 inspectian far th�install�tiorr of a
�nufacttared home. All tests must be completed and signed off an this form. A certificate of fltcupancy will not be
ued untii this completed farm is receivecl. , ,� C- �� ,-; 4�� !
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SXSTEINS TES'T VERIFIGATf�?N _.�I
Descriptian � Date Passed ; Signature of Testet j
;
�iit lin@: Pursuant to C�R 3284).6i�{b) Date. �
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nt IVame af Teste�and Cc►mpany: ' _
2
t
8ter l.ine: °ursuant to c�R 32so.$)2(a) ; oa��: � i
:
nt NEtme Of Tester and Company; � i
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actult'@ Te�t: Pursuant#o C�R 3280.612{c} �ate: j
. �
�ni Name of Tester and CompanY: j
�S T43t PursuaM tti C�R 3280,745 and I�GC 4Q6.4 � Daie:r--� _f,�:r, _ ��11�t"`�--� ` ��-'�j "���;;�����`""`"i "._."".
iMlVam�eofTesteranciCanpany: `;��..r t'". �� `--, �,�.�C� �.,� ,(�,;_�t` �� #"', � -t-+ �/ �.. =�c i k1+ �._iL. ;
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ectricat Qperationai: �ursuasrc to c�R�a�.7oz ��e- �
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int Name 4f Tesfer and Gompany:
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eCl�'iCat Polarity: Pursuant to CFR 3z85.7o2 Oate: r
_ �
rrt Name of 7esier and GompanY=
e�tricai Continuity: PurBuattt to CFR 3285.702 �a�: ;
rrt Name of Tester and Compa�ty. _ - -� �
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110k@ A�at'�11 TE3St Pursuant t�o C�R 3280.2Q8 Date:
rrt N�ne of Tesi�r and Campany: I
3irMy the 8bove�ystems t�in9 ttas be8n ct�mpteted and aras fourtd bo be in cc�tpfiatx�e with the provisions identified far each ;
stems t�st: �
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Manufactured Home Svstems Test Affidavit
This form must be compfeted 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 Signature of Tester
DI'8111 LI11@: Pursuant to CFR 3280.612 (b) Date: � ea� °�`��
Print Name of Tester and Company: �d�, ������,�\ � __
Water Line: Pursuant to CFR 3280.612(a) Date: � �p��
Print Name of Tester and Company:� ���� �� ����� - �
FlXtul'@ TeSt: Pursuant to CFR 3280.612(c) Date: � � ���
Print Name of Tester and Company:�j�-�,����� ������
GaS TeSt: Pursuant to CFR 3280.705 and IFGC 406.4 Date:
Print Name of Tester and Company:
Electrical Operational: Pursuant to cFR s2s5.�o2 Date:
Print Name of Tester and Company:
EI@Ctl'ICaI P018PIty: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
EI@CtCiCal COtltilluity: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
S1TtOke AIaPt11 TeSt: Pursuant to CFR 3280.208 Date:
Print Name of Tester and Company:
I certify the above system testing has been completed and was found to be in compliance with the provisions identified for each
systems test:
__.._-�-�-�"___- ' �� �0 C�/'CQo'\. . p�� o�-���
Si nature: Date.
MANUFACTURED HOME PERMIT OfficeUseOnly
�f=�)Y �� �)
APPLICATION Permit Number
���''\ ��'
CITY OF LAKEVILLE
/ • � BUILDING INSPECTIONS DEPARTMENT Received By
20195HOLYOKEAVENUE �� " � ' �'�
LAKEVILLE, MN 55044 Date Received
' 952-985-4440 �.�� -}; �'l� V(,�'.
ww�v.lalicvillcmn.go� �
Fee Total
REQUtRED FOR APPLICATION:
QCompleted Park Manager Approval Form � Manufacturer's approved installation manual ❑ Separate Electrical Permit
GENERAL INFORMATION
MEOWNERS NAME � � UNTY
H M LOCATION/ADDRESS CITY
�. -" � f
�.�� '
MANUFACTURED HOME BRAND ODEL SERIAL NUMBER OF HOME DATE OF MANUF CTURE
- ` � - �J � � �tc� .' � r�� !
HUD or STATE LABEL(S)NUMBER(S)(If home was manufactured prior to July 9, 1972, no label number required.)
Is the home located in a rk? Na of Park
❑ No [� Yes �� �� �
SUPPORT SYSTEM
Support System Seal F undation Type: ❑ Ground �Frost Depth ❑ Basement ❑ Crawispace w/frost
Engineered ❑ Other Approval Alternate
Soil Bearing Capacity Method ofverification
I
SYSTEM ITEMS (Utility Work): (Enter completed by, if installer state installer, if homeowner state homeowner, if othergive
name of erson, com an n me, license number ifknown.
S r:
- .� a - lo
W r:
- �l� Ioo� ' �4
G s: � �l9`�-� ��+
- �
``�1ctrical: (By licen ed rical c tractor or homeowner)(Park installation requires elecfrical contractor.)
�__����'T�:�e� ��-��t�--���
ANCHORING SYSTEM
Anchor System Seal Number: N O. MANUFACTURER'S NAME MODEL-PART/PRODUCT NO.
Soil Anchors est Probe Torque Value (inc bs.) Concrete A hors: Other anchor system:
�No � Yes � No Yes
INSTALLER INFORMATION
I hereby certify that fhe Support System and Anchoring System on the Manufactured Home listed wil!be completed in accordance
with the manufacturer's instructions and the Minnesota Stafe Buildin Code.
MN REGISTRATION NUMBER INSTALLE COMPANY AME LICENSED/REGISTERED INSTALLERSSIGNATURE:
MI- ;��� / �
E ail A dress� � hone umber: _
A ^'
Y`nfQ-r`y--=� , ' � � �`' �
OFFICE USE ONLY
MANUFACTURED HOME PERMIT APPLICATION
USE AND OCCUPANCY:
2020 BUILDING CODE
�'� CONSTRUCTION TYPE
���� IRC DWELLING TYPE
OZ-� ZONING
REQUIRED INSPECTIONS:
�FOOTING
�TIE-DOWNS AND BLOCKING
�7 BUILDING FINAL(copy of Systems Test Affidavit)
PERMIT FEE:
n�
PERMIT FEE: $ �� �
o�
SURCHARGE: $ � �
TOTAL: $ 0.00
9/J
BUILDING INSPECTOR: �2Zz� �� DATE: f I���Z�Z-�
COMMENTS:
_ �e�,�. i�s�a 11 ZOZ1 SoGtNI� l70���,� (�V;� Z£�X �f-�f-
Office Use Qn]y
MANUFACTURED H4�1+IE PARK - ,-- ,- :;
_..._
MANAGER APPROVAL �`'''�
G1TY OF L�A�'V� Rae�ved B9
BL'IIAINO 1NSPECTIONS DEPARTMFNI'
20195 i•iOJ.YORE AV�NCTE �g�;n�
I,pK�yn 1�,MN 55044
,�,. 952-985�W0
www.lalcevii1e�n-Sa�
�Q�D FOR APP'I.ICATIUN:
Park Msnager approval form wit6 site plan on reverse.
Mannfacturer's approved in�-tallation manna!•
Appiication must be made 24 hours before installatlon of home and request for inspection.
�'his forrn must he completed and signed by the Park Managsr. This cornpteted forns is r�quired at the tim�
of application for all buildi�tg per�n�. �Q,,,/
a�r
JOB S1TE ADDRESS:
AtiANCrFACTURLD HOME PARK:
�1�T,P�I.LE�t INF RMATION;
NAME OF OWNER QR CONTRACTOR DOING WORK:
�0�: CONTR STATE LICENSE#:
STREET ADDRFSS: L�: �'-
I�4ANT7FAC:7'URER' ��+�
YEAR HOME WAS MANUF.:C!v¢�
YEAR 4F SRAi,. SERIAI.#-��yL�u _`�t1�1�t�
�J DIlViENSI4N5 flF LOT: �° 'Y �°° u r��� x��.o�
DIMENSIONS OF HOME:��_`-i�
ARE THF,RE ANY R ADDITION5,PORCHES,DECKS OR ACGESS�RY BtTII.DINGS?
yE� NO_{� 1F YES.STATE TYPE.AND SIZE:
I HEREBY AGREE THE INFORMATION ASOVE IS CU ACCURATE. I HAYE PERSO1+tALLY
INSPEGTED TF�STi'E AND THE HQUSE PAD FOR C I�IV TH ALL CITY(3RDINANCES AND TFIE
MINNESOTA STATE BUILDING CODE.
V*�e �-l� ��•�c 7—�Dq t3
pARK MANAGER'S SIGNATURE: DATE.
SITE PLAN MUST BE SHOWN ON REVERSE SIDE. INCL E ALL ADDITIONS,ACCES50RY BUII..DINGS,
DISTANCES FROM LOT LINFS,EASEMENTS AND ADJOIN�NG HOMES.
OFF�CF USE
APPROVED BY: DATE
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vooTrx s z s ����� - INDEPENDENCE-369804 121�
�e:Fa ��;. , �: :,o, �.,;�.��,, . .,� ��,_ � PIER SET a -��—,, �- -�:.
— �F:.�_��-__..... � JJ 1/2 1JEt]L"1 SrLYCIN 95� 28X44 33R 2BA R4 2E-518`r3
CLAYTON HOME BUILDING GROUP � = ; --F .>
r�aw io/zz/zczo io/zz/zozo � zi-Ps-99
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� ABLE 6y.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIME7ER BLOCKING EXCEPT AT OPENINGS(LBS)
��x7(� SiK��c wfol�
Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang)
South(20 psf) Middle(30 psf) North(40 psf)
Pier Spacing 1OJ20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/A2 ft 16/32/48 ft 10/20 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 6C.�.OAD QN FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
ZYy X��i �oN6 r Lv�t1L'
�;5-(p Y,Ja>�;`� .,t,;t( 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 20 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 10' 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.Sidewall Eave Overhang) ,
South(20 psf) South(20 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 14/28/42 ft 16/32/48 ft 18 R
Upto 3' 1025 1100 1175 1244 1306 >5'to 6' 1400 1520 1640 1750 1850 '
>3'to 4' 1150 1240 1330 1413 1488 >6'to 8' 1650 1800 1950 2088 2213 II
>4'to 5' 1275 1380 1485 1581 1669 >8'to 10' 1900 2080 2260 2425 2575
Middle(30 psf) Middle(30 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 14/28/42 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 1710 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 psf) North(40 psf)
Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing 10/20 ft 12/24 ft 14/28/42 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 '
>4'to 5' 1765 1940 2115 2275 2421 >8'to 30' 2740 3040 3340 3615 3865 ;
! �
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., . . . . � ���a 1�Sp���ion
' STEP 3. DESIGN FRAME AND PERIMET J �Y l 1��, �� �� '���
ER SU,��ORT�'"�lor����
With Perimeter Blocking) ,� ; - �=':'.w ' � +. '-t '',��
�
DETERMINE LOCATIONS ` : ' ,��*, !''
Depending on design and location, some homes require re�ularly spaced p�rm`r`eter sup� ` � , � ' ,�
ports along all of the sidewalls and marriage walls in addition to�frame supp'orts. If Tequired �
perimeter support locations will be identified by labels attached�long the bottom of th� ; ; �.:;` ; u Spacing frame supports.
sidewalls and marriagewalls and noted on the Data Plate.A�ierW�support will be req�i�ed at�" There must be a support ;
.r , �,f,� y ��� I
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_ 25 ;�i�,f „ ....� �Gj,��,'° . _ _
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TABLE 5.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS)
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
300 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(1B5)
24 ft Double Section/36 ft Triple Section Max.Home Width I
Roof Live Maximum Opening in Marriage Line(ft) I
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
300 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 Sb.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS)
28 ft Doubie 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 I
20 1240 2080 2920 3340 3760 4180 4600 5440 6280 7120 7960 8800 9640 10480 �
30 2640 3760 4880 5440 6000 6560 7120 8240 9360 10480 11600 12720 13840 14960
40 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 14400 15800 17200 18600 �
60 4320 6280 8240 9220 10200 11180 12160 14120 16080 18040 20000 21960 23920 25880 I
80 5440 7960 10480 11740 13000 14260 15520 18040 20560 23080 25600 28120 30640 33160 �
; 300 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 Note:
Qter Soil Bearing Capacity(PSF) Round To calculate a spuare or rectan-
Capacity Re uired Footin Area(s uare inches Footer Qular footer:
Ibs 1000 15D0 Z000 2500 3000 4000 Dlameter
i000 iaa 12s 12s szs 1�8 __ ___1zs Length(in)x Width(in)=Area
_ —_ __---- ._ ------ __ -----
1200 173 128 128 128 128 128
iaoo � zoz isa i2a izs iza iza Example:
1600 230 154 128 128 128 128
isoo zs9 i�3 iso 1za iza 12e 16 in x 20 in=320 sq. inches
z000 zsa — iez saa sza iz8 iza
---._.._._—.__._____. . ._-------- --------- -----
zzoo 317 zi1 isa, i2s izs iza To calculate a round footer:
2400 346 230 173 138 �1Z8 128
2600 374 250 287 150 128 128
zsoo ao3 z6e zoz iei 134 izs 3.14 x.25 x Diameter(in)x Di-
3000 _ 432 zsa 215 i�3 144 Zza ameter(in)=Area
3100 446 298 223 179 149 128
3200 461 307 230 184 154 128 Example: For a 22��diameter
3300 _475 317 238 190 _ 158 128 fOOtlflg
340D 490 326 245 196 163 128
3500 504 336 252 201 ies iza` 3.14 x.25 x 22 in x 22 in=380
3600 518 346 259 207 173 � 130 Sq. IC1ChES
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 2D6__ __155 _ h
_ 4400 634 422 317 �Z53 211 158
4500 648 432 324 259 216 262
4600 662 442 331 265 221 166
47D0 677 451 338 271 226 169
4800 691 461 346 276 230 173
I 4900 706 470 353 282 235 176
S�t�c tPC 5000 720 480 360 288 240 180
i
'F�r1� --' S2Q0 749 499 374 300 250 187
5400 778 �518 389 311 259 194
5600 806 538 403 323 269 202
5800 835 557 418 334 278 209
Marr) — 6U00 864 576 432 346 ^ 288 216
6200 893 595 446 357 298 223
�pw�r� C 6400 9�2 614 461 369 307 230
�✓N�n� 6600 950 634 475 380 317 238
6800 979 653 490 392 326 245
7��0 1008 672 504 403 336 252
M�►'� e — 7200 1037 691 518 415 346 259 \������v�'�N ��'��` � ,
7400 1066 710 533 426 355 266 C9�";......;;��Q,(� if
7600 1094 730 547 438 365 274 ; ��\ '.''�Ft�D EH�'•,� ��,+
7800 1123 749 562 449 374 281 Z ��� �•GJ � C��'„ �`
5000 1152 768 576 461 384 288 �
8500 1224 816 612 490 40$ 306 4 � .� � " , .�d�r .,.
,�<<�ttcu vxL �
M,a�r 9000 1296 864 648 518 432 324 _ ; . ( �>f
�y� ��� 9500 1368 912 684 547 456 342 � � ���(d� � �
/p� „�"'y� 10000 1440 960 720 _ 576 480__ 360 n : ••„ ����-�'9'`f;� t 4 :,",'�
v 10500 1512 1008 756 605 504 378 � � ���'1� �'��'�'-"�' <}.�' ,w`�`
11000 1584 1056 792 634 52S 396 h �r'��}.�°�(j u i ��,�l�,�'�. ,�ti,``
11500 1656 1104 828 662 552 � 414 ri'� .••'�Cj�"�`
12000 1728 1152 864 691 576 432 ��/��p��-E�r�`����,
12500 1800 1200 900 720 600 450
13000 1872 1248 936 749 624 468
� 13500 1944 1296 972 778 - --648--�--- 486 3
14000 2016 1344 1008 8D6 672 504 p
14500 2DB8 1392 1044 835 596 522 �
15000 2160 1440 1�80 864 720 540
15500 2232 1488 111fi 893 744 558 �
16000 2304 1536 1152 922 768 576
i ��
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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 raquired 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 spacinc�. _
TABLE 9. PIER CONFIGURATION
Pier Con- Hefght Confl Maximum load(Ibs)
figuration guration Without With
Mortar Mortar
Single Single stack blocks with long side
Stack Less than 36 in' perpendicular to frame I-beam or 6,500 7,680
parallel to perimeter rail(rim joist)
Double 67"Max.
Stack Double,interlocked blocks 13,000 15,36D
Triple g���Max.
5tack Triple,interlocked biocks 19,504 23,034
, Double 108"Max,** Double,interlocked blocks NA 39,500
Reinforced
*Single stack piers may be constructed up to 54"max. height only when installed as pe-
rimeter and marriage line support piers.
'"Cross reference maximum allowable pier height with maximum floor height listed in
frame tiedown charts. If maximum height listed in frame tiedown charts is exceeded then � �
designs must be provided by a registered professional engineer or registered architect.
������GP,1t I�N+M,����,��i�
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: �''�������+�'`��
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II�, 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
I 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).
i 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
' 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
' THAN 48 IN.IN WIDTH COMBINED SPAN A+B
RIDGEBEAM
COLUMN POST OR WALL I
LESS THAN 16 IN.IN WIDTH Figure 1. Typical point-load
SPAN C P N B SPAN A support locations along the
marriage line. �
I
MAIN
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
I' 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
j to arrive at the total load under that point).The number in the intersecting cell is the load. ',
j Note the required loads next to each point load support on the sketch. �
21
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, Foundaf�on System
lnstailation /n s for Wind Zone l, V E
_ -- By Tie Dow �•F W,�y9
.�""... updar�d:6/g r,�'�;•�; ��>�t-; , �a �, r
`U t,�� '�' '"� r 't
,� �, � ,;J. �rg ,e'
�u• t�;; � �- � � ZQ �' ¢
N
• Easy instaliation ,J ' �: �� o,�y" 3 1 �4 w
� Sta6itizer plaiQs and diapona! frame tie� `r�, ., ;,,° F rSTE�` ��
are not�equired in most set•ups ��� x= ,:�'�`=�- -"r� ss�O�yq�.��6
• Lon�itudinai atabilization is easily added �:F ' � � ,� ,�� _
with Tie Down's LSD atrut kit. "� -��"�� _ .�� r �°`�'
• Heavy gaivanized coating* on bracket �� �..,,�F,.,. �,.-- ,
and struts. .�----"�; �
��,w,
REQUIREMENTS �,_._„ ,
• Install in any type of soii, .� � --' .`�
4B(175-2751bs.) ar bettec ,..;� ; �:. �;.. °. , ���`,r"��
• Maximum vertical projection at side�vall _�,,�-,�'"
is 9'. Higher walls may be used when the �
design loads are adjusted accordingly. � ��,.��
• Main rail spacing must be 75.5° - 99.5" a .''�
• Additional verticai anchor ties Ehat are -
unique to a home's design may be required xl2 '
by the home manufacturer. These locations �round �ystem � . _-�.>=�:-. ;
may include shear 4valls, marriage line ridge (For Block or 5tee1 Pler) `- ",�''
beam supporl posts,and rim piates. The
longitudinal component of the Xi2 system
repla�es entl irame ties.Check manufacturers
set-up requirements. �''�
• Maximum pier height is 48". �� ' ' � �..-�'°"`,
• Systems must be placed as evenly as :`�''� ~�-
possibie,no more than 10'from end of home. �
• Additional systems may be needed for roof —'-��� �
slopes g�eater than 20 degrees, (4.37"in 12" ~ ;��''�
Pitch )See Page 4. � ;.�:;��-- ;;.._f':y
X�2 Ground 5ystem ;� � �- .,,�
• Two systems designed to wo�k in conjunction with Longitudinal Stabi�izatfon ��'�
with eBCh Other. (One 6trut for Wind Zone 1
• Wind Zones II &III requires sidewall anchors. Two 5tn,ts f�r wind Zone��i�u�)
Check manufacturers requirements.
" Xi2 components exceed NUD code 3280.307g "Anchoring equipment exposed to vreathering shall have a
resistance to tivealher deteriorativn alleast equivalenf to ihat proviried by a coating of zinc on steel of not
less than 0.3d ounces per square foot o1 surface coating...."
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Instaliation of Lateral System ,' ��,. �
t fdentify the number of systems to 6e used on the home using the chart above. ' `'
2. identify the location v��here the lateral systems w�ll be installed. ����'�����
3. Clear all 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 antl flush�vith prepared surface.
6. Build pier according to State, local or Home Manufacturers guidelines.(Flgure f)
7. Attach the entl of the smaller tube to the inside oi pan using Ubolt 8 nuls pr�vitled
8. Attach ihe flag end of ihe larger tube to the opposi#e I-beam using the "J" bolt over the top �f the 1-beam
with the nut 8 washe� provided. (Ftgur,e 2)
9. Install a minimum oi(our(�12 x 1"tek screv�s)self-tapping screurs into the holes provided in the lateral strut so
thaf the two tubes are connecied together.{F�g�re �)
� t-3/4"Tube Nut�Wa6har
� J-8olt ,
Figur�e 1 \'\^�,\, Latarsl5trute � �6�
��`�• 5�Lrut
�� , t-1/2"Tuba j � (�1�g enA)
�, /
A•rt2x1\ �
�, ` � i �
fek 5crtiws -��,� � ` �
.�.,
w� � ��l:
U•do(L 6 mounsing _� �'BQAm
8ncket —"._ �'-..:._.__ . _,\ Figu�e 2
Xi2 Lateral Stabilization Pier Placement
� � �«�.�
�ref���`'�� oa
30" � ; � i �r �}� . � i
Anchor' i � �
. � � 1 s 1
� � �. S�����dp� � � � �
Xi2.Pier • W'"�!�„Sln �°0 � g �
Placement �o�,k�ln. � � �
i � i
�� ' � i � i
s
3rtl System • � . i �
for Placement : ,
Sinqle Sectlnn Home-WZ 16 It D Saction-Hom II Triple Saction Home-WZ I d� 11
0-7B'Box 2 Xi2 Syste�ns 0-76'Box 2 Xi ems 0-76'Box 2 Xi2 Systems
Over 76'Box 3 Xi2 Systems ver ox i2 Systems Uver 16'Box 3 Xi2 Systems
.. .... .................................................
Single Section Home•W2 III �ouble 5ection Home-WZ 111 Trlple Seclion Home-WZ III
0-64'Box 2 Xi2 Sysisms 0-64'B�x 2 Xi2 Systems 0-fi4'Box 2 Xi2 Systems
Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Sysiems Over 64'Box 3 Xi2 Systems
'For Wind Zona 1-30"anchn�w�erilcal slrap or lrame tie w/stabilinr p/ste, wlthin 10'o/end of home on r/ngle sectrons.
NOTE: D�agram represents single section up ta 16'width.double section up to 32'width.
and triple section homes up to 48'ti:�dth
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installation of Longitudinai Struts ��� �i
712;I200��
Longitudinal stabilization can be combined economically with the Xi2 Latera4 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.
Installatian oi Longitudinal Struts
mg 1. Identify the number of systems to be usetl an the
Ed pf N� , "`' u home using the chart below.
n ,,-=-- ; � 2. Clear all organic matter antl debris from the pad site.
_,,,...----' 3. Place u-bolt#hough holes provided. Attach lock
---""r � washers on u-bolt. on the top side of pan
4, Press or drive pan into grountl untit level and flush
� � with prepa�ed surface.
,�:%��� 5. Build pier according to State. local or Home
__ �:��:� Manufacturers guidelines.
_. � o� 6. Install irame brackei clamps to I-beam on in
_ � side of block/pier. Do not tighten nuts at this time.
- - � 7. Insert u-bolt through mount bracket,attach with nut
o�, ,< �� and bnit. Do not tighten at this time.
- ��0 8. Insert strut in the frame bracket clamp, attach vrith
. nut and �olt. 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 and bolts on the struts and
beam clamps.
Xi2 Longitudinal Pier Placement
■ � ;
�
XI2 System � � * � ' � j � q
i � � 1 � �.
Placement � , : � � � � � s
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( 1 1 1 i
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USB 011e SttUt(per end) � � � � � � � i � ^
For WZ I � � � � , , � � � �
� ; s � � d
Sinple Section Double Section Triple Seciion
Up to 16' Nominal Up to 32' Nominal up to 48' Nominal
USB TWO SttutS(per end)
For Wt il & III When pie�with LSD struts is used only as langrtudinal stabilization, 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 � °��`T:;;,,�'����:� �
Higher than 20 degrees �� m
�I2�1200l�
Module Wind Zon Wind Zone II Wind Zone III
Length
(Feet) 5:12 8:12 7:12 9:12 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
38 2 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 3 3 3 3
44 2 2 3 3 2 2 3 3 3 3 8 3
46 2 3 3 3 2 3 3 3 3 3 3 4
48 2 8 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 8 3 3 3 3 3 4 4
54 3 3 3 3 3 3 3 3 3 3 a 4
6 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
60 3 3 3 3 3 3 3 3 3 3 4 5
62 3 3 3 3 3 3 S 3 4 4 4 5
64 3 3 4 A 3 3 4 4 4 4 4 5
66,. , 3 3 A 4 3 3 4 4 4 4 4 5
68 3 4 4 4 3 4 4 4 � 4 5 5
70 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
6 4 4 4 4 4 d 5 4 5 5 6
78 4 4 4 4 4 5 4 5 5 6
80 4 4 Q 5 4 4 4 5 4 5 5 6
r___� ._ . .:, 4 :y o
Xi2 Ground System �-_-
Pari#59306 � 0 �,�,p., ' � J
Includes: 5'Strut, pad & hardtiva�e. � O � � � �� � ; �
. .�
.�.:�
Longitudinat Stabititatfon Hardware Kit � r ' .
Part�59331 � . '
Includes:21-beam brackets& 2 U-bolts • . ,
�vith ail nuts and bolts. Xi2 Ground System •
Part�59306
Struts for Longitudinai Stabilization ��s o m
o m
Part No. Strut Length Pier Height Up To: ��" � � o 0
5933fl-30 30" 2 Blocks or 18" ` � � ��
59330-39 39" 3 Blocks or 24" �_ •—. , longHudinal
59330-44 44" 4 Biocks or 32" `�� �^ ��� Stabilizatfon
59330-53 53" 5 Biocks or 40' `���''� --,-��.�� Hardware Kit
59330-65 65" 6 Biocks or 48' ��'.g�� ��`gjY Part�59331
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