HomeMy WebLinkAboutLA185803 PERMIT
City of Lakeville Permit Type: Building
20195 Holyoke Ave Permit Number: LA185803
Lakeville,MN 55044 u����^�N��`�
(952)985-4440 �K L R 1 8 5 8 PJ 3 �K
www.ci.lakeville.mn.us Date Issued• 11/OS/2020
Site Address: 5650 177th St W
Lot: 001 Block: 075 Addition: Section 11 Twn 114 Range 20
PID: 22-0]100-75-010
Use: * ZZ — (� 1 1f710J - 75 — PJ 1PJ *
Description:
Sub Type: Mobile Home Install Construction Type: V-B
Work Type: New
Description: New install 2021 Schult Double Wide 28x56
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: - app�;cant - 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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Applicant/Permitee: Signature Issued By: Signature
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Manufactured Home Svstems Test Affidavit
This form must be compieted in its entirety and be submitted at the Building Final inspection for the instal(ation of a
manufactured home. All tests must be completed and signed off an this form. A certificate of occupancy will not be
issued until this completed form is received.
SYSTEMS TEST VERIFICATION
Description Date Passed Signature af Tester
Drain Line: Pursuant to CFR 3280.612(b) Date:
Print Name of Tester and Company: -��
Watet'Lil�e: Pursuant to CFR 3280.612(a) Date: �
Print Name of Tester and Company: --�--Z. -��
Fixture Test: Pursuant to CFR 3280.612(c) Qate:
-_-------�
Print Name of Tester and Company:
GaS TBSt: Pursuant to CFR 3280.705 and IFGC 406.4 pate:
Print Nama of Tester and Company:
Electrical Operational; Pursuant to CFR 3285.�02 Date:
Print Name of Tester and Company:
Electrica) Polarity: Pursuant ta CFR 3285.702 Rate:
Print Name of Tester and Camparty:
Electrical Continuity: Pursuant to cFR 32�s.�o2 Date:
Print Name of Tester and Company:
Smoke Alarm Test: Pursuant to CFR 3280.208 Date:
Print Name ofi Tester and Company:
I certify the above systems tes'ng has besn completed and was found to be in cflmpliance with the provisions identified for each
systems test: f
�
Si nature: ��'""� ` -�`� ��""-"'�� Date:
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Manufactured Home �v___stems Test Affi__davit
nis form must be complet�d in its entirety and be submitted at the Building Fina! inspection for the instailation cf�
�anufactured home. A11 tests must be completed and signed off on this fiarm. A certificate of occupancy will not�e
sued until this campieted form is received. � � � ��-"1 ,-'� �,�/� ,��-�,;�j�j.�, '�
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SYSTEMS TEST VERiFtCAT10N
- --�— aescription Date Passed _ i 5ig�a#u;� of Test�� -=
_ ° �
(l'�ili �.ip�: Fursuant to CFR 328Q.612{b), ^__� � Date:
i
rint Name of 7ester and Company:
- .��-----�- - �_ -- - _...�.�._�_�.,- ...
V8t6�L!p@: Pursuant to CFR 328�.6�2�a) � [?ate; �
'rint Name af Tester and Company: ��
r: --. � - — �,��ti L,�
'iX�iJl'@ 7@S�: Pursua�t to CFR 3280.612�c} ___ ___ �� 1 1
�_ _. . �-----� i
'rint Name o#Tester and Company: i E
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338 TBSL: Pursuant to CFR 3280.'7Q5 and IFGC 406.4 � Date: l-,��. �'` j�����`��.--�._
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�rint Name ot'fiester and Company:�V�-� ���,�y�' � � 1 '�� .�
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:1eCtl7Gd) Opel3tiOq8t: Pursuen#to GFR 5.702 i C?ate: ;
_� ��______.�s_�.�.__.�_; .
�rint N�me of 7ester a�d Company: j
_ -�m.,� � �,
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:IE:C�i'tC11 P011rlty: Pursuartf to CFR 3285.702 ` Date. �
__._.,_� �
'rint Name of Tester aad Campany: '
:14Ch'iC�l Collttilui#y: Pursuant to CFR 3285_702 � -Date: ys�� ��� ,��.
_ __� _._,_.0 �y..__�... --�
'rint Name af 1'ester a�d Company; '
f ��.�-
it7'1Clc@ A1as'tt1 TBSt: Pus�suant ta CFR 3280208 [��te: � ;
w.�_ �. 3 �._ � `"_'_`!
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�nnt Name of Tester�nd Company: � _.�....w<,-
Cefify#te above systems testing has been completed and was faund#o be in compiiance with the provisions identified for each
ystarns test: '
;
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�iana r�: _.__ — _._ ___ _..
MANUFACTURED HOME PERMIT OfficeUseOnly
APPLICATION �Per?it rrvumber
CITY OF LAKEVILLE ��`,'
�! ' • BUILDING INSPECTIONS DEPARTMENT Received By
20195 HOLYOKE AVENUE i t ! _ ,.• ��
LAKEVILLE,MN 55044 Date Received
952-985-4440 0.00 1' ( . � ;
www.lakcvi llcmn.__ag��
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— Fee Total
REQUIRED FOR APPLICATION:
QCompleted Park Manager Approval Form � Manufacturer's approved installation manual � Separate Electrical Permit
GENERAL INFORMATION
MEOWNERS NA E COUNTY
/t.��
HO E LOCATION/ADDRE S CITY
���� r � � �
MANUFACTURED HOME BRAND MODEL � S IAL NUMBER OF HOME DATE OF MANU CTURE
O� /� �� �
HUD or ATE LABEL(S)NUMBER(S) (Ifhome as manufactured priorto July 1, 1972, no label numberrequired.)
Is the home located in rk? Na e of Park
❑ No '� Yes
l�, �
SUPPORT SYSTEM
Support System Seal Foundation Type: ❑ Ground Frost Depth ❑ Basement ❑ Crawispace w/frost
Engineered ❑ Other Approval Alternate
Soil Bearing Capacity Method ofverification
SYSTEM ITEMS (Utility Work): (Enter completed by, if installer state installer, if homeowner state homeowner, if other give
name of erson, com an na e, license number ifknown.
S er:
_ ���_ �_
— "l "o? - � 0
r .a 1 - , � �����—�
E ical: (By I�censed, lec contra or or homeowper) Park installation re uire electrical contractor.)
�j ��� � ���c � 2� ,� l����l�l�- ��'�o
ANCHORING SYSTEM
Anchor System Seal Number: NCHOR MANUFACTURER'S NAME MODEL-PART/PRODUCT NO.
��
Soil Anchors est Probe Torque Value (in Ibs.) Concrete An hors: 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 Minnesota State Buildin Code.
MN REGISTRATION NUMBER INSTALL COMPANY E LICENSED/REGISTERED INSTALLERSSIGNATURE:
MI-� �13y �
E ail Ad ress: Phone Number:
.`� �' �� �rt� � lr I
OFFICE USE ONLY
MANUFACTURED HOME PERMIT APPLICATION
USE AND OCCUPANCY:
2020 gUILDING CODE
�� CONSTRUCTION TYPE
..l �`� IRC DWELLING TYPE
Q�_� ZONING
REQUIRED INSPECTIONS:
�FOOTING
�E-DOWNS AND BLOCKING
BUILDING FINAL (copy of Systems Test Affidavit)
PERMIT FEE:
PERMIT FEE: $ /O �
SURCHARGE: $ 1 �
TOTAL: $ 0.00 9I �
BUILDING INSPECTOR: �J `✓1/i"'' �//Z DATE: II�S�Z O
COMMENTS:
�1�� ,�5�1 � 20Z� s�G,� 1-I- �oN�l� l�v;��(� ZI�xS'6
RtiF�NUFACTURED HOME PARI� + o:ra v��
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MANAGER APPROVAL �"'`'''�'
CTTY OF T.AKEVIL.I.E Rabival8y
BUII.DING INSPECTIONS DEPARTMENT
20195 HOLYOKE AV'ENtTL �����
LAKF:yILt,E,MN 35044
...� 952-985-dMW
www.lalcevillcmn.gov
gEQUIRED FOR APPLICATION:
Park M�nager appmval furm wifth aiLe plan on reverse.
Manufactarer's apprnved instailation manual.
Appl�cation must be made 24 hours before installation of home and request for inspecEion.
This form must be cornp�eted a»d signed by the Park Managar. This co�npleted for�n is required at tht time
of applicar�ion for ali builrling perrititsr. � . r�
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JOB SIT'E ADDRESS:
r+1AN[JFACTLTRED HOME PARK: �
�CTAi, ER iNFORMATI.QI+�:
NAME OF OWNER UR C01'�TRACTOR DOING WORK:
�0�: CONTR STATE LIC,�ENSE#:
STREET ADDRESS: �TY= �'
hiANUFAC'T[JrItER: HOME WAS MANUF.a��,�._
YEAR OF SEAL: � � SERIAL n•�.,a�1'�1 �� �/�19�
DIMENSIONS OF HOME: ��� DIMEI�TSIONS OF LOT: �a � /a � - -
pRE THERE ANY R ADDITIONS,P4RCHES,DECK�S OR ACC�SSORY BUII..DINGS?
YES NO_`�� IF YES,STATE TYPE AND S�: —
I HER�BY AGREE THE INFORMA'ITON ABOVE IS C LETE ACCURATE. I HAVE PERSONALLY
INSPECTED THE SITE AND THE HOUSE PAD FO OMPL C�WTL'Ii AI-I-CITY�RDYNANCES AN�T�
NIII�TNESOTA STATE BUII.DING CODE. �a--„2 7 07�.�a
FARK MANAGER'S SIGNATULtE: ��'�` �`�� DATE:
S1TE PLAN MUST BE SHOWN ON REVERSE SIDE. INC �� E ALL ADDITIDNS,ACCESSORY BUILDINGS,
DISTANCES FROM LOT LINES,EASEMENTS AND ADJOINING HOMES.
OFFICE USE
APPROVED BY: DATE
COh��iEN'I'S
(REVISED }.2l28/201�
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REFER TO INSTALLATION MANQAL FOR PIER LOADS � Cu��'� t�� ' I/�7.'-� ,
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CLAYTON HOME BUILDING GROUP 99 1/2 BEAM SPACIN � - :,,t , ,k:�-: ;�F: �;�.
� � NAW 10/22/2020 [0/22/2020 21-PS-99
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TABLE 64.LOAD ON FRAME PIER FOOTIN65 FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
1�X7�° �';•,,;� �•:'�•
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 i6/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32J48 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 30' S 150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128
TABL 6C.LOAD QN FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
��g;t�`''�' t�uutfr ,�:�-te
� k�'�;� rj,r�t�� „�,;�J Roof Load Zone and Max.Home Width(24"Max.Sidewal)Eave Overhang)
South(20 psf) Middle(30 psf) North(40 psf)
Pier Spacing 20 ft 24 ft 28/42 R 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 I
i blocking is not required. Find the row with the appropriate opening span.Then,find the column I
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) I,
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 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft I
Upto 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 I
Middle(30 psf) Middle(30 psf) ',
Pier Spacing 1OJ20 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 '
Up to 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
Up to 3' 1375 1500 1625 1740 1844 >5'to 6' 1960 2160 2360 2543 2710 I
� >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
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•• s � !� • / ����IoSp��tion
W:x ���1d � ��I���
STEP 3. DESIGN FRAME AND PERIMETER $1��P4RT�'`�-lo , �
, With Perimeter Blocking) �:� � ` ' "' ' '' '�� � "' ',
'_- �,, ,��
', DETERMINE LOCATIONS ' • � '' �,�� ' '_
' Depending on design and location, some homes require re�ularly spaced p�rrmeter sup�- "� � � � ,�
, ports along all of the sidewalls and marriage walls in addition to frame supp'orts.'Ifrequired, -
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.A�ier.�support will be requi{ed at�- There must be a support '
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r,�i��F:TE����,�
• • •
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 8500 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 j
I
TABLE Sa.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS) j
t
24 ft Double Section/36 ft Triple Section Max.Home Width I
I
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 �
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 I
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
30 2640 3760 4880 5440 6000 6560 7120 8240 9360 10480 11600 12720 13840 14960 I
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 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:
Pier Soil Beartng Capacity(PSF) Rouna To calculate a sauare or rectan-
Capacity Re uired Footin Area s uare inches Footer Qular footer:
Ibs iD00 1500 2000 2500 3000 400D Dlameter
i000 iaa 128 izs __izs__ __ize . _.__12s Length(in)x Width(in)=Area
_ —----- _ _------
1200 173 128 128 128 128 128
1400 202 134 128 128 128 128 Example:
1600 230 154 128 128 128 128
ssao zs9 i�a i3o 1za i2a i2a 16 in x 20 in=320 sq. inches
2000 288 192 144 128 128 128
zzoo 3i� �zi1� _isa_ � �.is i?s� �iza To calculate a round footer.
2400 346 Z30 � 173 138 128 128
----- _---------------- ----
2600 374 250 187 150 128 128
28D0 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
31D0 446 298 223 179 149 128
3200 461 307 230 184 154 128 Example: For a 22��diameter
3300 _475 31� _ 238 190 158 128 footing
3400 _ 490 326 245 196 163 128
3500 _ 504 _ 336 252 202 168 128 3.14 x.25 x 22 in x 22 in=380
3600 518 346 259 207� �173 130 Sq. It1ChG'S
3700 533 355 266 213 178 133 1
3800 547 365 274 219 182 137 8
3900 _ 562 374 281 Z25 187 140
4000 576 384 288 230 192 144 (
4100 590 394 295 236 197 148 n
4200 605 403 302 242 202 151 �
---- ------ —---- -----—
4300 619 413 310 248 2D6 ,_155__ h
_ 4400 634 422 317 253 211 158
45D0 648 432 324 259 216 162
4fi00 662 442 331 265 221 166
4700 677 451 338 271 226 169
480D 691 461 346 276 230 173
1 4900 706 470 353 282 235 176
S�cMj�c !ae 5000 720 480 360 288 240 180
��q� �—� 5200 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
Ma►'rj — 6000 864 576 432 346 288 216
/ 62D0 893 545 446 357 298 223
�pw�rle �° 6400 922 614 461 369 307 230
FrNw1 6600 950 634 475 380 317 238
6800 979 653 490 392 326 245
-------------- --- -----
7000 1008 672 SD4 403 336 252 �
/iAiY/ e — 7200 1037 691 518 415 346 259 \���`� v�`�N+�����` •
74�0 1066 710 533 426 355 266 �, �A......;;�q,�'if.
7600 1094 730 547 438 365 274 ;��\ �.•'���� F p'•.,� '�,r
7800 1123 749 562 449 374 281 Z �� •GJ � �C/''„ ��'
8000 1152 768 576 461 384 288 �` ' +'
8500 1224 816 612 490 � 408 306 4 � -': � " �a� � �
• �1::4iiCU URi �-
r1r 4000 1296 864 648 518 432 324 f ; . �.f
�y�t{ ��� 9500 1368 912 684 547 456 342 � � � t�f(�1 ��
,�y __.._ _ ----- , .- ----"
�p. M� �� 10000 1440 960 720 576 480_ 360 n r " �"
v 10500 1512 1008 756 605 504 378 � � +��f {���~�� r{��;,'�� �
11000 1584 1056 792 634 528 396 h '��� `,� � ��'�'.�i�^.�`�
31500 1656 1104 828 662 552 � 414 ��i���'°�V i � '�,'%''���1
1200D 1728 1152 864 691 576 432 ����,�t, �F 7E�`������
12500 1800 1200 900 720 600 450 ��1;;+�: ,,1
13000 1872 1248 936 749 624 468
_ 13500 1944 1296 972 778 648 � 486 3
14000 2D16 1344 1D08 806 672 504 Q
14500 2058 1392 1044 835 596 522 i
15000 2160 1440 1080 864 720 540
15500 2232 1488 1116 893 744 558 �
16000 2304 1536 1152 922 768 576
� _" ___ 3i
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 tabie 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 spacf�.
TABLE 9. PIER CONFIGURATION
Pier Com Maxtmum load(Iba)
tiguratlon Height Configuration 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 67"Max.
Stack Tripie,interlocked blocks 19,500 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.
`��UUtil!/� �
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7
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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).
• 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
i 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. Typica/point-load I
SPAN C P N B SPAN A support/ocations along the `
marriage line. ;
MAIN
'i I-BEAM
� FOOTING FOOTING FOOTING FOOTING FOOTING FOOTING
i SIZED AND SIZED FOR SIZED AND SIZED FOR SIZED FOR SIZED FOR
SPACED PER SPAN C PER SPACED PER SPAN B PER SPAN A+B SPAN A PER
, TABLE 7 TABLE 5 TABLE 7 TABLE 5 PER TABLE 5 TABLE 5
�
i CALCULATELOADS
� 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. ,
21
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. � t'��AIETY�?Al{D11.rx+S �
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, Foundaf�on System
Instaliation tn s for Wind Zone f,
� Ep
. -- By Tie Dow Q•F W�y
�� Updat�d:8%9 ti%' ��';.:'�'t ., �4 �r '�
'`� , '�' � �
' 4•n ,"/, �T./� ��
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��' C:,;� � �j � � � 0� �v � Q
N
• Easy installation J / ;: o,�� 3 1 ti4��
• Stabilizer plates and diagonal frame tie� ���,: �� ,���,� c�s ►STE�' p�
are not required in most set-ups ����, 2= ,'�:�'-`=�-� T ` `�- s/OMq1.��
� Lon�itudinal stabilization is easily added ' ,F ' , �
�,. ,,��
with Tie Down's LSD atrut kit. 1�% �. °"�
� Heavy gaivanized coating* on bracket � �F�... �� �„ � ,;,�,—',
and struts.
�
REQUIREMENTS �~"`�"��
�_-�_ _.:-� . �
• Install in any type of soii, . �,�
46(175-275 Ibs.) or better. '`�"-� � � ° ����-�'�-
• Maximum vertical projection at side►vail _�-� �
is 9'. Higher walls may be used when the ,
design loatls are adjusted accordingly. � �``��l'��
• Main rail spac+ng must be 75.5° - 99.5" �:.�""r
• Additional vertical anchor ties that are
unique to a home's design may be required Xi2 �'
by the home manufacturer, These locations Ground 5ystem � . .-��►-~ � -��
may include shear 4val�s, marriage line ridge (For Block or Stee!Pier) '- ���'� `'
beam suppo►1 posis,and rim plates. The
longitudinal component of the Xi2 system
replaces end frame ties. Check manufacturers
set-up requirements. -�'''
• Maximum pier height is 48". � ; � � -
• Systems must be placed as evenly as ' ''--� ~�� �
_.
possible,no more than 10'from end of home. �✓ .
• Additional systems may be needed far roof �-r . ;� ; � �
slopes greater than 20 degrees, (4.37'°in 12" ; �"�`� "�
Pitch)See Page 4. Xi2 Ground 5ystem �-l-�� -� =,!
• Two systems designed to work in conjunCtion with Longitudinal5tabilizatFon �-�r �
tivit h BaCh Othef. (Dne 6trut for Wind Zone!
• Wind Zones II&Itl requires sidewall anchors. Two 5�ruts fr,r Wrna Zonea!1�It!)
Check manufacturers requirements.
' Xi2 components exceed NUD code 3280.307g "Anchoring equipment exposed to v✓eathering shall have a
resista�ce to weather deterioration af least equivaJent 10 that provided by a coating of zinc on steel of not
less than 0.30 ounces pe�square foot of surface coating...."
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Instaliation of Lateral System ' �,� n
ni
t Identify the number of systems to be used on the home using the ehart above. ' � ����
2. (dentify the location �r�here the lateral systems will 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 of the home.
5. Press or drive pan into ground untii levei antl flush �vith prepared surface.
6. Build pier according to State, Local or Home Manufacturers guidelines.(Figure f)
7. Attach the end of the smaller tube to the inside ot pan using Ubolt& nuls provitled
8. Attach ihe flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the 1-beam
with the nut & washer provided. (�tgure 2)
9. Install a minimum oi four(�12 x 1"tek screvrs)self-tapping screvrs into the holes provided in the lateral strut so
that the two tubes are connecied together.{F�9ure �)
� � t-3/4"Tube �_go�� Nut 6�Wa6har
\\ , �
Figur�e 1 '�.;,,�,,, Lsteral Strute �� !6 5trut
'�,�,
, �°'. , f-t/2"rube a (flsg end)
� � ,
' a•rizx�~� ; `
.
; Tek 5craw6 ��.` � `
,,� i �
...
� � ~ � �! �-Beam
U-dofL d�mounting _1
8ncket —",_ ` ��.-. �'� Figure 2
Xi2 Lateral Stabilization Pier Placement
� �� Nt��l.�
nraY ! op
.�A! N fS�''r
3d�� I ���N, � 1
Anchor' � a � � � � �
� S��y.�p'� � � � �
�� �' S�� ►�� � i � i �
Xi2 Pier W'"���„51n �p0 � " �
Placement ����k�ln, r � �
� $ i � �
��. � i i
� �
3rtl System • � . i ° � �
far Placement , ,
Sinqle Sectien Hame•WZ I 6 II D '' tian-Ho+a II Triple Section Nome-WZ I b II
0-76'Box 2 Xi2 Syslenis 0-76'Box 2 Xi ems 0-76'Box 2 Xi2 Systcros
Over 7B'B�x 3 Xi2 Systems ver ox i2 Systems Uver 16'Box 3 Xi2 Systems
. . .......................................
Single Section Home-WZ III Double Section Home-WZ III Trlple Section Homa•WZ III
0-84'Box 2 Xi2 Sysiems 0-64'Bux 2 Xi2 Systems 0-64'Box 2 Xi2 Systems
�ver 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems
'Fa►Wind Zona!-30"ancha�w�Vertica/slrap or Jrame tie w/sWbilinr p/ate,wlfhin 10'o/ond of home on siny/e sections.
NOTE: D�agram represents single section up to 16'width.double section up to 32'w�dth.
and triple section homes up to 48'ti:�tlth
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Installation of Longitudinai Struts ���. r�
7:2;I200���
Langitudinal stabilization can be cambined economically with the Xi2 Lateral System.Combining LSD struts vrith
the pad for the lateral system saves time and matenal costs. When cambining the lateral and longitudinal systems,
use the piacement directions for the fateral system.
Installation of Longitudinal Struts
mg t. Identify the number of systems to he usetl on the
En� pf N� _, '" ` home using the chart below.
,= � _ � -� 2. Clear all organic matter and debris from ihe pad site.
I -''� 3. Place u-bolt#hough holes provitled. Attach lock
,----��'�� ' � washers on u-bnit. on the top side of pan
4. Press or drive pan into ground until level and flush
, with prepared surface.
.��� 5. Build pier according to State. local or Home
-:,'�� Manufacturers guidelines.
��`_= � �� 6. Install irame bracket clamps to I-beam on in
, � side of blocWpier. Do not tighten nuts at this time.
_-_ � �� 7. Inse�t u-bolt through mount bracket, attach with nut
Q , and balt. Dn not tighten at this time.
- ��0 8. Insert strut in the frame bracket clamp, attach vrith
. nut and holt. Do not tighten at this time.
9, Pull the frame bracket clamp with the fastened strut
�`,`1,,, ' �, � outward to remove any slack.
10.Tighten all nuts antl bolts on the struts and
beam clamps.
Xi2 Longi#udinal Pier Placement
■ � . � , � �
XI2 System � * � � � � r;
Placement � # ; � � ; � � ; y
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9
1 1 1 #
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1 � 1 ! 1 q
i � � � � f � �
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Use OeE Stfllt(per end) ; � � � � � i � �
For WZ t � ' � � '
f � . r � � 3
a 1 i t 1 a
Single Seciion Dou61e Seciion Triple Section
Up to 16' Nominal Up to 32' Nominal up to A8' Nominal
USB Tw0 S#�utS(par end)
For W2 II & 111 When pie�with LSD siruts is used only as longitudina!stabilization, systems must be
as evenly spaced as possible, no more than i0'from the end of the hame.
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Number of Xi2 Systems Required for Roof Pitches � "°`�r-r:.�arm�Fr�� �
�,. '�t c
Higher than 20 degrees {� m
�1.2�;�l����.;
Module Wind Zon Wind Zane II Wind Zone til
Lenqth
(Feat) 5:12 8:12 7:12 9:12 5:12 6:12 7:12 9:12 5:12 8:12 7:12 9:12
_ _. ._ _. �---—_,_... --...._ _�_._. _.�.._. .___ ._ �____
34 2 2 2 2 2 2 2 2 2 2 3 3
36 2 2 2 2 2 2 2 3 2 P 3 3
99 2 2 ?. 3 2 2 2 3 2 3 3 3
4� 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 3 3
46 2 3 3 3 2 3 3 3 3 3 3 4
48 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 3 3 3 3 3 3 3 3 3 3 a 4
3 3 3 3 3 3 3 3 3 8 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 9 3 4 4 4 5
64 3 3 4 4 3 3 4 4 4 4 4 5
66.. 3 3, 4 4 3 3 4 4 4 4 4 5
6B 3 4 4 4 3 4 a 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
4 4 4 4 4 d 5 4 5 5 6
78 4 4 4 4 4 5 � 5 5 6
80 4 4 4 5 4 4 A 5 4 5 5 6
r -_� ., , , � ;y o
Xi2 Ground System �_- _
Pari�59306 � a �,p p., '
includes: 5'Strut,pad & hardtivare. �j 0 � E � �' � r-�
-,:...
Longitudinal Stabflization Hardware Kft �- - � ' .
Part�59331 �� _ '
Includes:2 I-beam brackets& 2 U-bolts • ,
�vith a(I nuts and bolts. Xi2 Ground System ' • �
Part¥59306
Struts for Longitudinal Stabilization ,.--�'• o 0
Part No. Strut Length Pier Height Up To: /' o 0
5 9 3 3 0-3 0 3 0" 2 B l o c k s o r 1 8" � � ��
59330-39 39" 3 Biocks or 24" �����:�e� �. Longitudinal
59330-44 44" 4 Biocks or 32" • � Stabillzatlon
59330-53 53" 5 Biocks or 40' '��� ���;--�.-� Hardware Kit
59330-65 65" 6 Blocks or 48' �+�'��Bp ����;= Part#59331
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