HomeMy WebLinkAboutLA185808 PERMIT
City of Lakeville Permit Type: Building
20195 Holyoke Ave �, Permit Number: LA185808
Lakeville,MN 55044 a���
(952)985-4440 �''��""
* LR 1858f� 8 *
www.ci.lakeville.mn.us Date Issued• 11/OS/2020
Site Address: 5855 176th St W
Lot: 001 Block: 075 Addition: Section 11 Twn 114 Range 20
PID: 22-01100-75-010
Use: * Z2 — PJ 1 1PJPJ - 75 — QJ 1PJ *
Description:
Sub Type: Mobile Home Install Construction Type: V-B
Work Type: New
Description: New insta112021 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 1000-4]5]
Surcharge- $1.00 $1.00 1000.2127
Total: $91.00
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Contractor: - App�;ca,,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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llRanufactured Hvme Svstems Test Affidavit
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This form must b�cornpleted in its enfitrety and be submitted at the Building Finai inspectian for the instaliatian of a
manufactured hame. Aff tesis must be comp�eted and signed s�€f on this�form. A cer�ificate af occupancy wi(i not�e
issued unti{this complete�farm is rece�ved. _/��� �.-�it ��-� ..,�,'�� .
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SYSTEMS TEST VERt�iCATICIN !
Description Qate Passed � Signatu�e of Teste� ,
Dfaitl L.lri+�: Parsua►�t to��R 3280.812{b) 4 t7ate: (
Print Name ofi Tes#er and Company: `
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Water l.ine; Pursuant ta CFR 3280.892(a) ; C�ate:
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Print Name of Tester and Company: s '
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�iX'�i,tr+�TeSt: Pursusnt ta CFR 328Q.612(cj Date: f
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Prirrt Name of Tester artd CompanY� i i
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Css�S 7�St: Pursusrrt ta C�R 3280.705 and IFGG 406.4 Date. �t%������ ! � i
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Prirt#Name of Tester and Company.���.�'�"�- ��e��, � ���„ �.�' ��,,��?i��.f�. � ��'�,Q.,,.,,�,k`�1 I�� ;
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E16GtriCS1 Op�l"dt10ri81: Purs�ant to C�R 285.702 ��t�:
Print Name of 7es#er and Company: 4
E18c#1'icai Polarily: Pursuant to CFR 3285.7t32 ; Date: f
Print Name of Tester and Company: �
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EteciaricaE Cantinuity: Pursuar�t to C�F2 3285.702 c�ate: '
Print Nam�of 1`ester and Company:
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StYtC1k@ AIBCRt T�St: Pursuarrt ta CFR 3280.20$ Date:
Print Name of Tester and Company:
I cerM'y ihe above system&testing has been comple�ked and was found to be i�compiiance with the provisions identified for each
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systems tes#: f
i nature:
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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. AII tests must be eompleted and signed off on this form. A certificate of occupancy will nat be
issued until this complefied form is received.
SYSTEMS TEST VERIFICATION
Description Date Passed Signature a#Tester
Drain Line: Pursuant to CFR 3280.612(b) Date:
Print Name of Tester and Company: ,.��---......``�
W1teP Li11e: Fursuant to CFR 3284.612(a) Date: �
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Print Name of Tester and Company: , �==-'�"" �`�-�'"'�
FIXtUC@ TeSt: Pursuant to CFR 3280.812 (c) 4ate: �
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Print Name of Tester and Company: �` 7
GaS T@St: Pursuant ta CFR 3280.705 and IFGC 4t76.4 Date:
Print Name of Tester and Company;
Electricai Operational: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
Electrical Polari#y: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
EIeCtPICaI C011tIt1Ulty: Pursuant to CFR 3285.702 Date:
Print Name of Tester and Company:
Smoke Alarm Test: Pursuant to CFR 328�.208 Date:
Print Name of Tester and Company,
I certify the above systems testing has been completed and was found ta be in compliance with the provisions identif+ed for each
systems test:
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Si nature: ��-�-` ��v'" �� Date:
MANUFACTURED HOME PERMIT officeUseOnly
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APPLICATION ` �Permit Number
A t CITY OF LAKEVILLE ,Receiv d B
/ ' � BUILDING INSPECTIONS DEPARTMENT 1 v
20195 HOLYOKE AVENUE 1 I � � ` � 1-�
LAKEVILLE,MN 55044 Date Received
952-985-4440
0. `11 , c�:
www.lakcvi I I cmu.�
Fee Total
REQUIRED FOR APPLICATION:
Q Completed Park Manager Approval Form � Manufacturer's approved installation manual � Separate Electrical Permit
GENERAL INFORMATION
OMEOWNERS AME COUNT
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HOME LOCATION/ADDRES$ CITY
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MAN�CT RED H ME BRAND E � j� �"j SERIAL NUMBER OF HOME DATE OF MANUFACTURE
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HUD or STATE LABEL(S)NUMBER(S) (Ifhome was manufactured priorto July 1, 1972, no label numberrequired.)
Is the home locate in � k? Name ark
❑ No �� Yes� � � �
SUPPORT SYSTEM
Support System Seal Foundation Type: ❑ Ground �Frost Depth ❑ Basement ❑ Crawlspace 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 name, license number ifknown.
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trical: (By licens d e �t �ca!co tract,or or homeowner)(Park insfallation requires electrical contractor.)
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ANCHORING SYSTEM
Anchor System Seal Number: N �MA�FACTURER'S NAME MODEL-PARTlPRODUCT NO.
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Soil Anchors est Probe Torque Value (inc s.) Concrete An ors: 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 insfructions and the Minnesofa State Buildin Code.
MN REGISTRATION NUMBER INSTALL COMP N NAME LICENSED/REGISTERED INSTALLERSSIGNATURE:
MI-;tj� ~ (
mail dr s � , Phone Number: _ ,
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OFFICE USE ONLY
MANUFACTURED HOME PERMIT APPLICATION
USE AND OCCUPANCY:
2020 gUILDING CODE
�I�L CONSTRUCTION TYPE
� IRC DWELLING TYPE
�L� ZONING
REQUIRED INSPECTIONS:
�
� FOOTING
�TIE-DOWNS AND BLOCKING
� BUILDING FINAL(copy of Systems Test Affidavit)
PERMIT FEE:
PERMIT FEE: $ 90 n�
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SURCHARGE: $ � �
TOTAL: $ 0.00 9/�
BUILDING INSPECTOR: � � DATE: I I�5 ���
COMMENTS:
/�1�,,,� �°n��u� i �zr s�.,,�. I�- d�o�lp �,d� �x.��
O�ce.Uec QniY
MANUFACTURED HOME PARK �{`� ��; ,. ';-
1ViANAGER APPROVAL �'''�
CfI'Y OF LAKEVILLE Rx�BY
BUII.DING iNSPEGTIONS DII'AR3MF13T
20195 HOLYUKE AVENiJE pau g��
LAI{�,� SSU44
,��, 952-955-44M1
www.lakeviilcmn.gav
REQUIRED FOR APPLICATION:
Park Manager approval fotm with site plan on reverse.
Manufactarer's apprnved installation manusl,
Appl�cation must be made Z�4 hoars before ins�a�ation of home and reqaest for inspe�ioa
This form must be cornpleted and sigrted by t1u Park Manage�: This cor»pleted forrn �s requirad at the tlmt
o.f aPP�ation for oll building permits. �
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JOB STTE ADDRFSS: '
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MANUFAC'TURED HOME PARK:
j�STAL�.E�II�iFUR�ON: �
NAME 4F OWNER OR CONTRACTOR DOING WORK:
PHONE: CONT'R STATE LICENSE#:
STREET ADDRESS• C�� �
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r+IANLTFAC'I'UItF1t: .. YEAR HOME,WA51�sANi.JF•. j
YEAR OF SEAL:���I SERIAL�,- ` �����T����
DIMENSIONS OF HOME:,,�?t� 10 DIMFNSIONS 4F L.OT: _.�..�� f ��
pRE'I'HERE ANY ROO ADDITIONS,PORCHES,DECKS OR ACCESSORY BUILDINL3S?
YES �10 IF YES,STATE TYPE AND SLL7E:
I HER�.BY AGREE THE INFORMA'i ION ABOVE YS COMPLE ACCURATE. I HAVE PERSONALLY
II�1SpECTED'THE STTE AND THE�IOUSE PAD FOR COMP ALL CITY ORDINANCES AND THE
NiINNESOTA STATE BUILDING CODE. /
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pARK MANAGER'S SIGNATURE: � � �� DATE:
S1TE PLAN MUST BE SHOWN ON REVERSE SIDE. TNCL ALL ADDITI4NS,ACCESS4RY BUILDIl�IGS,
DISTANCES FROM LOT LINES,EASEMEN'I'S AND ADJOINiNG HOMES.
OFFICF.USE
APPROVED BY: DATE
C014�IlvfENTS
(REVISED 12/28lZO17)
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�o' REFER TO INSTALLATION MANUAL FOR PIER LOADS � b•`- ��, �c��� � /� � `
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CLAYTON HOME BUILDING GROUP , __ 99 .��2 BEAM SPACIN : : _- - --- ;.�-,
�AW 70/7_°/;'_02D 10/29/2020 21-PS-99
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, jABLE 64.LOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
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Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang)
South(20 psf) Middle(30 pst) 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 i6/32/48 ft 10/20 ft 12/24 ft 14/28/42 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' 5150 5960 6770 7378 5750 6660 7570 8253 6350 7360 8370 9128
TABL 6C.`LOAD N FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS)
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"�,.s, ;'f� y,�,��.��,� ,,x,-�.�, 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 30/20 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' 1025 1100 1175 1244 1306 >5'to 6' 1400 1520 1640 1750 1850 '
>3'to 4' 1150 1240 1330 1413 148$ >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 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spacing SO/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
>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 14J28/42 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 '
>4'to 5' 1765 1940 2115 2275 2421 >8'to 10' 2740 3040 3340 3615 3865
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� .. . � . . � C���� e�tion
3 ,��1�I�sP '��y,�-
STEP 3. DESIGN FRAME AND PERIMETER $1�. PaORT§''�l.or�es , � �i
, With Perimeter Blocking) :�` � .Y�'.' , '�,', �''�� �
DETERMINE LOCATIONS ' ` �� �^ `.
Depending on design and location, some homes require re�ularly spaced p�r rr�eter su}7; ` W � � � ,�
ports along all of the sidewalls and marriage walls in addition to frame supp'orts. If required, :r
', perimeter support locations will be identified by labels attached �long the bottom of th� ; r�".; I �� Spacing frame supports.
' sidewalls and marriagewalls and noted on the Data Plate.R,piere�support,'wiU be req4i�ed at�;' There must be a support !
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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 I
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
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(LBS) j
24 ft Double Section/36 ft Triple Section Max.Home Width '
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 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
� 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 I
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TABLE 56.POINT LOAO ON FOOTINGS AT MARRIAGE LINE OPENINGS(165)
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
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 i
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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i i •�j �.'Yr=rt {� y'�'��i
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+ �'�i�j�.q''•(;U i �y`�,'��'`'
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TABLE 10. FOOTING DIMENSIONS Note:
Pier Soil Bearing Capaclty(PSF) Round To calculate a square or rectan-
Capacity Re ufred Footln Area s uare inches Footer aular footer:
Ibs 3000 1500 2000 2500 3000 4000 Dlameter
l000 iaa __ sza _ _ i2a__ _ izs__ izs __ _ _szs Length(in)x Width(in)=Area
1200 173 128 128 128 128 128
1400 202 ssa--- iza �----i2s --- i2s-- ---iza � Exampie:
1600 230 154 128 128 128 128
isoo zse i�s i3o sza izs iza 16 in x 20 in=320 sq. inches
_ 2000 288 192 144 128 128 128
2Z00 317 211 `_158 128 128 128 To calculate a round footer:
2400 346 230 173 ` 138 � 128 128
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 ao� 230 184 154 128 Example:For a 22"diameter
3300 _475 317 _ 238 _ 190 _ 158 128 fOOtln9
3400 490 326 245 196 163 128
3500 _ 504 _ 336 252 Zo2 ies 1za� 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 B
3g� _ 562 374 281 225 187 140
4000 576 384 288 230 192 144 i
410Q 590 394 295 236 197 148 n
----- ------ ------ -------
4200 605 403 302 242 202 151 �
--- --- ------ -- --
4300 619 413 310 248 206 155 h
-------- ---- -----..--- -
_ 44�0 634 422 317 253 211 158
45D0 648 432 324 259 216 162
4600 662 442 331 265 221 i 166
4700 677 451 338 271 226 169
4800 691 461 346 276 230 173
4900 706 470 353 282 235 176
5�t�c I�C 5000 720 460 36D 288 240 180
i
'F�q� —' 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�
/Ilarrj — 600D 864 576 432 A 346 288 216
62D0 893 595 446 357 298 223
�pw�r� �° 6400 922 614 461 369 307 230
------------ ------
FrNrH 6500 950 634 475 380 317 238
6800 979 653 490 392 326 245
------ ---_ ----------
70�0 1008 672 504 4D3 336 252
/��r/ P — 7200 1037 691 518 415 346 259 ��i��,'��411f+���i ��
7400 1066 710 533 426 355 266 \\\ (�9Av�N.f�/�A n,��
7600 1094 730 547 438 365 274 ��� �•� �W� E .�� ���r�,
_ 7800 1123 749 �562 449 374 281 Z ` �•G� � NCj '„ �'
8000 1152 768 576 461 384 2$$ �` `+' ,
8500 1224 816 ---612 -- --490 408 306 4 � ': � " • ,a� �
• AS�f2iCU URi� �-
M,arv 9000 1296 864 648 518 432 324 = ; � >J
—— - ------- -- + .
�N�� ��� 9500 1368 912 684 547 456 342 r � � ��/�1 � L
--- ---- ----- ._
� N�"y� 10000 1440 960 720 576 480 360 n ;�. • �'�:��;` � � .,,
_...._____ . _--� ----- ,
1 0 5 0 0 1 5 1 2 10D8 756 605 504 378 � � ��+'�� {'��'�'=��' r�a�' �
1100U 1584 1056 792 634 528 396 h ���f,` ' (JV i ���h. ' ,`�.�
115D0 1656 1104 828 662 552 .< 414 �/��+�`'�.,,,,,,,.•'��j�1�
12000 1728 1152 864 691 576 432 fl��C,7�-�E�,��1~!�\�
12500 1800 1200 900 720 600 450 Ol�;�,�r .,!•
13000 1872 1248 936 749 624 468
13500 1944 1296 972 778 648 486 3
14000 2016 1344 1008 806 672 504 Q
14500 2058 1392 1044 835 696 522 i
ISOOD 2160 1440 1080 864 72D 54D
15500 2232 1488 1116 893 744 558 �
16000 2304 1536 1152 922 768 576
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, I � j.:•Ir 7 i l I,iX��=� / �� � - .� .
. � _ . _ .�r,v 3 I i �. �i i tii�.i;_ _ J .._. � .
i _ i e: I
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- Hefght Confl Max(mum load(Ibs)
flguratlon guratlon 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.
� 5tack Double,interlocked blacks 13,000 15,36D
Triple 67"Max.
Stack Tripie,inteHocked blocks 19,500 23,034 '
, Double 108"Max.`*
Reinforced Double,interlocked blocks NA 39,500
*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 professionai engineer or registered architect.
``>>1{IltlflJl/�I
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���� :•'��� �D�`'•� ���i
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'�/� � ��rs���N � `��
,'���111111����\``
,� _
II
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
I at exterior doors in end walis 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
i 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 ,
LESS THAN 16 IN.IN WIDTH Figure 1. Typica/point-load I
� SPAN C P N B SPAN A support locations along the �
marriage line.
�
! MAIN
' I-BEAM
�i 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+B 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. ,
21
::3�r1�i:rA.;ir.39i.i:iit.ii;i.:ui:a
V NiN)SIkG E:C*tt;iftU(:It��4��
. A &�R!�Td�;A►iD7Lr�+� �
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rr� �'j
Ir'�:i'�:.�'l�`:�
, Foundat�on System
tnstallation In . s for Wind Zone f,
__- By Tie Dow N; � :,,^ .,., 4•Fw�,sER
'"�' updaMd:8/g �,%.. ;.�, , �..,. �Q h►i
�> t.,ry, �i• �� a'
.� �'� � :! �=�� �r
.� �, � ZO � Q
��. �:�; �
N
• Easy installation ,-� � �; �f p� � 3 1 ,�o w
• Stabilizer piates and diagonal frame tie� ��`�;�, ;,' F s �STE�'�p��
are not required in most set-u ps �;��, z�' ,':`�•`=�- �"`^�� s /O�y q 1.�
• lonpitudinal atabilization is easily added F ' � y
,�. ,�-� _
wiih Tie Oown's LSD atrut kit. �� °"�`
• Heavy galvanized caating* on bracket �..,,,�,�,. �� �,--',
and struts. „�--�"'
,
REQUIREMENTS `~���"`�
;'--- _ _:-� ';
• Instail in any type of soii, � -.
�. -
4B(175-2751bs.) or bettec � "`�'�� ° - '�-�'�
x.- ,. �
• Maximum verticai pro}ection at side�vali �,,.� �
is 9'. Higher walls may be used when the
��
design laads are adjusted accordingly. � �°.,.�%�'�'" � �
• Main rail spacing must he 75.5" - 99.5" � '�
• Additional vertical anchor ties that are �.
unique to a home's design may be required x�2 _ ' ��
by the home manufacturec These locations Ground 5ystem � . ,�.�;�: -�
may include shear tivalls,marria ge lin e r i d g e (For 81ock or 5teel 1'ler) '- ��'' �
beam suppoh posts,and rim plates. The
longitudinal component of the Xi2 system
repla�es entl frame ties. Check manufacturers -
set-up requirements. �"y'
• 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 g�eater than 20 degrees, (4.37"in 12" ;���""�
Pitch)See Page 4. � �::{;`��, '., �:�..'�
Xi2 Ground 5y�tem ;� � -� �
� Two systems designed to work in conjunCtion with Longitudinal Stabilizatfon �-�r
tVlth BBCh Othef. (One Strut for Wind Zonc!
• Wind Zones II&II I requires sidewall anchors. Two 5truts fnr wind Zones�►��►i)
Check manufacturers requirements.
' Xi2 components exceed NUD code 3280.307g "Anchorinq equipment exposed to vreathering sh�ll have a
resistance to weather deterioration at least equivalent ta ihat provi�ied by a coating of zinc on steel of not
less than 0.3a ounces per square foot of surface coating...."
:,
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� � , �
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Instaliation of Lateral System i' R�; R
t Identify the number of systems to be used on the home using the chart above. ' `'
2. Identify the location v��here the lateral systems wdl be installetl. ����'r�����
3. Clear all organic matter and debris from the pad site.
4. Place pad centered untler beam with the lateral strut bracket towards the inside of ihe 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 guideiines.(F►gure t)
7. Attach the end of the smaller tube to the inside o1 pan using Ubolt 8 nuts provitled
8. Attach the flag end of the larger tube to the opposite I-beam using the "J" bolt over the top of the I-deam
with the nut 8 washer provided. (Figur�e 2)
9. Install a minimum of(our(�12 x 1"tek screvrs)seif-tapping screvrs into the hoies providetl in the laterai strut so
that the two tubes are connectetl together.{Figu�� t)
� � f-3/4"Tube J-Bolt Nut d�Wa6har
Figure 1 �'��` �—z'' j 6 K�
\.. , Latersl5truts
'`• 5trut
+ ' .,,,` 1-1/2"Tuba � • ,-. (fl�tg end)
' a.x2xt"�., ,�� �' �,.
� ; r�k s��s
'`�� i '�
� ��, �
i 1� 1-Beam
U-bolt 6 mountlny ~ —`
Dracket —" _ T---•- �t Figure 2
Xi2 Lateral Stabilization Pier Placement
� ( �.
W�AY •� !��n
fs�
30'' I �'"r}��1�. �
i �
Anchor` � ; + � l� i
)i � � � : i
� ' y�• Sl��(f�pIl� � � '
I �
Xi2 Pier W'��l�;Sln �00 � i
Placemenf -����k�ln. � i � �
Q� ' � i � � i
� �
3rd System • � � i ` �
for Placement ,
Single Sectian Nome-WZ I 6 11 � � aa-Neru� II Triple Section Nome•WZ 18 tl
0-76'Box 2 Xi2 S sterns 0-76'Box 2 X� ems 0-76'Box 2 Xi2 S stcros
Y y
Over 76'Box 3 Xi2 Systems ver ox ' i2 Systems Uver 16'Box 3 Xi2 Systems
. ......... ...................................................
Single Section Hnme•WZ III Double 5ection Home-WZ III Trlple Seetion Home•W2 III
0-64'Box 2 Xi2 Systems 0-64'Bux 2 Xi2 Systems 0-64'Box 2 Xi2 Systems
Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems
'Fo�Wind Zoat 1-30"anchor wNerflca/atrap or Irame tie whfabifizer plats,wlthin 1D'a/snd ol hame on rinQla sections.
NOTE: ��agram represents single section up to 16'v:idth,double section up to 32'width.
and triple sectfon homes up t�48'�:idth
. • • � � � -
- . � , � • i � � � i � � • � � �
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installation of longitudinal Struts �� �'
712�iZQ0�
Longitudinal stabilization can be combined economically with the 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 piacement directions for the lateral system.
Installation of longitudinat Struts
mg t. Identify the number of systems to he used on the
� d pf N� -'" � � home using the chart below.
n �-= � i 2. Ciear all o�ganic matter and debr�s from the pad site.
,,,.--�""� 3. Place u-bolt though holes provitled. Attach lock
--�"�� �,�--''�� washers on u-bnit. on the top side of pan
4. Press or tlrive pan into ground until level and flush
� with prepared surtace.
��:`— ? 5. Build pier according to State. local or Home
- '�:. Manufacturers guidelines.
� __- Yo� 6. Install irarne 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
o , � and bn4t. Dn not tighten at this time.
- �0 8. Insert strut in the frame bracket clamp, attach with
. nut and 4olt. 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 � � � � � � ; � r
Placement j , � � ; � � i ; y
,; � � � � � � � � e
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; i i � � �
�, � � � � � , � �
� � � � ! � �
' � i � f � ;
Use One Strut(per endi ? � � A � � � � � �
For Wt I � � : � � � , 3
� � i ; � i �
n
Single Section Dou61e Seciion Triple Seciion
Up to iG' Nominal Up to 32' Nominal up to 48' Nominal
USe TWO Sttu#S fper end)
For Wt q & III When piei with LSD siruts is used only as longitudinal stabilization, systems must be
as evenly spaced as possible, no more than 10'from the end ot the home.
� . � ► � � �
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Number of Xi2 Systems Required for Roof Pitches � -���"r:�_�'�'��:� �
:, -�,r �
Higher than 20 degrees {� m
�r2���ot��
Module Wind Zon Wind Zone II Wind Zone III
Lenyth
(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 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 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 A 4
54 s 3 3 3 3 3 3 3 3 3 a 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 9 3 3 3 3 3 3 3 3 3 4 5
62 3 3 3 3 3 3 8 3 4 4 4 5
64 3 3 4 4 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 a 4 a 4 5 5
70 3 4 A 4 3 4 4 4 4 4 5 5
72 3 4 4 4 4 4 4 5 4 4 5 5
74 4 a 5 a a a 5 4 5 5 5
6 4 4 4 4 4 4 5 4 5 5 6
78 4 4 4 4 4 5 A 5 5 8
80 4 4 4 5 4 4 4 5 4 5 5 6
r-_--�-- __ , , o ;� o
Xi2 Ground System �-_-
Part�59306 � Q �,Q p., '
Includes: 5'Strut, pad & hard�vare. � 0 � � ,��, �' � r �
,-,:,'.
Longitudinal Stabitfzation Hardware Kit � - � ' .
Part�59331 • _ '
Includes:2 I-beam brackets& 2 U-bolts • .
with all nuts and bolts. Xi2 Ground System ' • �
Part+�59306
Struts for Longitudinal Stabilization --�"J�' o 0 0 0
Part Na. Strut Length Pier Height Up To: /�
5 9 3 3 fl-3 0 3 0" 2 B loc ks or 1 8" i°" � ��
59330-39 39" 3 8iocks or 24" '��'::%=, �. longitudinai
59330-44 44" 4 8 l o c k s o r 3 2" • • Stabilization
59330-53 53" 5 Blocks or 40' '�4 � �� Hardware Kit
59330-65 65" 6 8locks or 48" �,�':�_� ',�;�'��j� Part#59331
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