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Home My WebLink AboutLA185807 PERMIT City of Lakeville Permit Type: Building 20195 Holyoke Ave ,� Permit Number: LA185807 Lakeville, MN 55044 , (952)985-4440 `� � * L R 1 8 5 8 �J 7 * www.ci.lakeville.mn.us Date Issued: 11/OS/2020 Site Address: 5590 175th St W Lot: 001 Block: 075 Addition: Section 11 Twn 114 Range 20 PID: 22-01100-75-010 Use: * 2Z — (� 1 1f�Jfd - 75 - 0 lOJ * 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 1000-4151 Surcharge- $1.00 $1.00 1000.2127 Total: $91.00 � , � -,�� _ � , 'J--- Contractor: - Applicant - �Wner: Crystal Bay Corporation Country View Lmtdptnshp PO Box 600 1500 Mcandrews Rd W Ste ]00 Wyoming MN 55092 Burnsville MN 55337--447 (651)462-4101 I HEREBY AGREE THAT THIS WORK WILL BE PERFORMED ACCORDING TO: (1)THE APPROVED PLANS& SPECIFICATIONS;(2)THE APPLICABLE CITY ORDINANCES&CODES;AND(3)THE MN STATE BUILDING CODE. .. i _\\�:\kJl Applicant/Permitee: Signature Issued By: Signature � � � �� r�,,p ;, 4 �$�,t i.�. djhpr+�w�'y ��r �� ..'�3'�E:'.°�� 'B$M k. nM�`�,.f, Manufactured Wor�ne System� Tesfi Afi�id�vit This form must be completed in its entirety and be submitted at the Buiiding Finai inspectic�n for th�in�ta;;at:��r, ::f<: manufactured home. Ail tests must be completed and signed off on this form. A�e,�tif:ca:�>r�f ecr� :;,_;��c�; ;vil� ,- t,,- issued until this completed form is received. �''�� _. / � �� `�� . --__----_ _ __ _ _ .7 _- - - C-- � _ SYSTEMS TEST VERIFICATiON _______ ...� �—------- -- __ _- --_ _---- _ _.�----- _ ____ - __--- ____ _ _ Description � Date Passeci ; Sig��tu:}e of 7�ste� ._�,�_,s.�..,_�-:_--._�.�..,�:��...�� r�...= , :_.., s�.._�...x _� � .___ _�-�.__-_�_._ _____ _s�.�.-- - - -- _ -=-_ __ _- _: . .. - ::w � � Drain Line: �ursuant to CFR 3280.612(b) i Cate� �` � � Print Name of Taster and Company: � _:__, �:_ ...,�:.__.��.:_....__.._- _�., =m...n___. ,r.a..�.,..,..��-_�,.�.z:=y��-.�...� . .—.� __�,.�. - -�'�'`� =_= WBtBf LIl7@. ?ursuant to CFR 3280.612 (aj I DatE:. ', ' 1_____. _ Print Name of Tester and Company: _--_..�---- .�:_.- --, _ _ _,_-- _ -__ ,-_.. . -- - _ _ - - --_ -_ . _ -. ._ _._ � FIXtU�@ T@St: Pursuant to CFR 3280.612 (c) I Date ; � --__1_�- -.._�.—._ __.__ _.� Print Name of Tester and Company: ,.�__� .__�_�� .��.._ ._:.��-�-�-� _�..-� -_-� �=_ -,- � �� , . , r-- :��.� ,� � �� Manufactured Home Svstems Test Affidavit This form must be completed in its entirety and be submitted at the Building Final inspection for the installation of a manufactured home. All tests must be completed and signed off on this form. A certificate of occupancy will not be issued until this completed form is received. SYSTEMS TEST VERIFICATION Description Date Passed Signature of Tester , Drain Line: Pursuant to CFR 3280.612 (b) Date: � � � � Print Name of Tester and Company: � / C____---- W8t@P Lllle: Pursuant to CFR 3280.612 (a) Date: � � / / / Print Name of Tester and Company: .�� l�, Fixtul'e TeSt: Pursuant to CFR 3280.612 {c) Date: � C� � � �—y..� Print Name of Tester and Company: / . GaS TeSt: Pursuant to CFR 3280.705 and IFGC 406.4 Date: Print Name of Tester and Company: Electrical Operational: Pursuant to CFR s2s5.�o2 Date: Print Name of Tester and Company: EI�CtCICaI POIaPIty: Pursuant to CFR 3285.702 Date: Print iVame of Tester and Company: Electrical Continuity: Pursuant to CFR 3285.702 Date: Print Name of Tester and Company: St110k@ Alal'tl1 TeSt: Pursuant to CFR 3280.208 Date: Print Name of Tester and Company: I certify the above systems testing has been completed and was found to be in compliance with the provisions identified for each systems test: f�p ,� � Y � � �L � . \ Si nature: � � Date. � ;�,,,�Lt� • MANUFACTURED HOME PERMIT OfficeUseOnly r; '��' � � � . APPLICATION Permit Number CITY OF LAKEVILLE �\��``� Received By / ' � BUILDING INSPECTIONS DEPARTMENT � ; n -� 20195 HOLYOKE AVENUE � � !-� LAKEVILLE, MN 55044 Date Received 952-985-4440 0.0� ��,;l , l � www.lakevillenui.gov U Fee Total REQUIRED FOR APPLICATION: QCompleted Park Manager Approval Form � Manufacturer's approved installation manual ❑ Separate Electrical Permit GENERAL INFORMATION MEOWNERS NAME COUNTY � HOME LOCATION/ADDR�SS CIT ��, 1 � , , �'da MANUF CTURED HOME BRAND MODEL SERIAL NUMBER OF HOME DATE OF MANU ACTURE � �� a� HUD or STATE LAB L(S)NUMBER(S) If home was manufactured prior to July 1, 1972, no label number required.) Is the home locate'd ir��park? Nam Park i ❑ No ,�rYe�� SUPPORT SYSTEM Support System Seal Foundation Type: ❑ Ground �Frost Depth ❑ Basement ❑ Crawlspace w/frost Engineered ❑ Other Approval Alternate Soil Bearing Capacity I 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 ame, license number ifknown. er: " J� er: ��, j��-L�)l� � ' I �-�� trical: ( licensed tr'cal co ractor or homeowner) (Park installation requires electrical contractor.) � �� - - �- � ANCHORING SYSTEM Anchor System Seal Number: � M NUFACTU ER'S NAME MODEL-PART/PRODUCT NO. Soil Anchors est Probe Torque Value (inch .) Concrete A chors: Other anchor system: �No � Yes � No� Yes INSTALLER INFORMATION 1 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 fhe Minnesota State Buildin Code. MN REGISTRATION NUMBER INSTALLE COMPANY ME LICENSED/REGISTERED INSTALLERSSIGNATURE: MI- � -�,L�C Email Addre s. Phone Number: 1 � � . .,�` �... . '�' OFFICE USE ONLY MANUFACTURED HOME PERMIT APPLICATION USE AND OCCUPANCY: 2020 BUILDING CODE �'� CONSTRUCTION TYPE �� IRC DWELLING TYPE S/vIN ZONING REQUIRED INSPECTIONS: � FOOTING [��TIE-DOWNS AND BLOCKING rt7 BUILDING FINAL(copy of Systems Test Affidavit) PERMIT FEE: PERMIT FEE: $ �O / SURCHARGE: $ � c� TOTAL: $ 0.00 9/ � 0 BUILDINGINSPECTOR: �� DATE:__/� O��ZOZ-� � �—� COMMENTS: _l��W ��5� 1� 2oz� s�� 1� Ya�� w��fe z��s-� �u�o�y �:�rFac�ux�D xo�P� _�`;-�, .,��, � ��r MANAGER APFROVAL �"'x°'°`'� CTTY OF LAKEVB.I.� Raaived B�' BLJIIDING L'�iSPECTIONS DEPARTMEN'i' 20145 HOLYOKE AVII+IG'E �� LAK�VIL,L.E,MN 55044 ..�.._ 952-985�440 www.lak�evlllemn.gov ItEQUIRED FO�t AP'�'LICATION: Park Manager approval form with site ptxn on reverse. Manufacturer's approved instei�ation manual. Application must be made 24 hours be�ore installatiun of home and request for inspect�on. Thrs form must be co�pieted and sig�sed by the Park Manager. T'his contipleted form is reqciind at the time o.f aPP�c�On,for adl building perntits. JOB SITE ADDRESS: � ' �� MANUFAC'TURh:D HOME PARK: INSTAL �R INFORMATION: NAME OF OWNER OR CONTRACTOR DOING WORK: PHONE: CONTR STATE I.ICENSE#: ST'REET ADDRESS: C�� '� N• 1��IANUFACTURER: YEAR HOME WAS MANUF.: � ��o�s�.: ac�� $�.,�� DIlvSENSIONS OF HOME: � X�LD DINiENSIONS OF LOT: -f'C X t o� pRE TF�RE,�1NY R ADDITFONS,PORCHES,DECKS OR ACCFSSORY BUILDINGS? YES NO.�{�� 3F YES,5T'ATE TYPE AND 5IZE: I HEREBY AGREE'THE INFORMATION ABOVE IS CO ACCURATE. I HAVE PERSONALLY INgpECTEI7 THE S1TE AND THE HOtJSE PAD FOR C WTTH ALI�CITY ORDINANCES AND THE MINNESOTA STATE BUII..D�1G CODE. /�� PARK MANAGER'S SIGNATUItE: ` �'l� DATE: 7 aaa D SITE FI�AN MUST BE SHOWN ON RENFRSE SID�E. 1N �UDE ALt-ADDITIONS,ACCESS4RY BUILDINGS, DISTAI�CES FROM LOT LIl�ES,EASEMENTS AND ADJOINING HOMES. pFFICE USE APPROVED BY: DATE COMMENTS (REVISED 12/28/20�7) � � . � � �1- �-� � � '� �, � . �_ _ , _ I � � ' .__ _-- - _____- � J_� , .�f7 � -� ""'`T� � �.�"�1 _,,,�„ �� 1 �� ---- R� � -� .�� . � 2Q� �o r� } � ��^`'�' �,o� k _,.., �� ` � � � � � �� - � � �� ► . f � � � � � . � .� � � _ � � � �� ,� . - � . � �� .� _ � _�__.______ . . _ ,��,� __. -_ _ .__ ---�____ . _ .. �._.._� �` �' , -�- - 101 � / � , �, �,v/ A �NIn7 '��„�J 5��.� �,..�r� f � f-al'p��o� 5�t�� . '' ) : � L �. , a_,__y_.__�.._ __.�._. ____ l�,.`__.. ..�___.. __� _...__. ________ .__,____.... ._..�..._._...._._ , . �� , � �.�:�:� �� .�.�� _�� -' � �� ,•. ,� '; � ��' � J��`�� . � . �-3Q''�lI e.5 -�'o r g t . � ,J'!�e r c;v1� (i / t(ssu l SOGI�So��. / Sq�_R" 48'-e" 40'-0" 32'-0" 24'- ]o'- 8'- 1'-9�� -- f- _ __-- -- �- ------- ---------- __- ------- - ---------- ' ----- -- — -----------------..-- -� i i �� i i i � - � i i i —� i i I p I � � 1��'3�� i I � � � 7LVV DROP i �y li �' ! II ❑ ❑ ❑ ❑ ❑ ❑ ❑ � j �I � I • m _ � . _ .� ... —__—.. .. � _._... .._..—__—..— ._ ..—._..� _..—...—..—.. � � � �, ❑ ❑ ❑ i ❑ ❑ ❑ ❑ ❑ � 'i I 49'-11" P 3�'-1C" 21'-ll" 13'-5" i i _-- I - i i lo i i , � la, 3„ i _ � .... DWV DROP � : i � 32'-0" 24'-C" � i �� - i i i � y I I � � F - I �._ `_ _—__._---__' Q -----. —_-- —_'___.._._----- '� — —__-___— —m __ '" ___._._ — —_.._.._ ----_._ .._--- ------- —' — _._,I,�. i 31'-11" 25' 2" ' I54'-8" 9 ' C" 40'-G" 16'-0�� 9�_�� 1,_q" . WAPER ELECT - --� - '. ...__:.....------- ,_ _ - -- -. Sb'-� " q��Y��sF�� - -- --+__ i c' 4 �3I��..Y ``��t( ' � ■ I L N IPl:.I�: :�.V�.:� i F .. m� ❑= 3 eeld I�spection � E ��P�� .o� to �'` ,r. � Su�1e � �� —k �� , � ❑ -"�.UN�EP MATi\ .. � ,i-.\. �^.� j� F I � ."_ � f..,...A PO_N/REC �'.f.� �w< / � . -�:,i..� urv�ta MAiN:eew. no_ : ...,:N, .. LOADS �/�ltl_�._-_--""_. �at� �0 PTiDN AIL AP RO%1FL4'_-� ' � T INSTALLATION MANUAL FOR PIER --- �,a�,oS; P4W_i A JONTIiAPipN .. i�i]TP,"` . _ . � � � �N�P.0.PP�NIMEI'F,R we IFN i'.4 ICM1 �PP.�ED VN 14J�� iN.'IP'IF�NT Ff�P F�VPP:3�]5�.GT. _.Vn ,.� - _ V.V �I F:P:1 0 qTEF WiPH HPPAO.� �APOP RFPAP�t;A MATE 'V�,' ❑ _ �� • � -F- .v�__ AM �...��.�.�.' ti'vLa _ . . F .l,.H i�FVia P,1..'=.'_ �.,`Ai.!':FV.'•• . . �',>Vf ::.F-=:. �F"i _ _ . .._ _— � -.� .. . . ..;_.._'i _-_-_ I. . . .,_"� .. .-i. SCHULI NHZ& _- �..�L .--r � , .. -..� ' R F,k' e. � ;;3n 36gg0• i�<5 .:=�: ��.,,� e�,,�Mwn��r,a�„��. ,�, ;,., PIER SET , �r �. : .,. 9�4 � 28X56 3RR 2BA RS628-210RE12S CLAYTON HOME BUILDING GROUP 9.9 1�2 BEAM SPACIN , :;.�A-F _ ;�.e�:�� A+,� io/zz/zozo ia/z3/zoza zi—es-9� r i� ii . • � • �� . . A �,.. , �ABLE 6q.IOAD ON FRAME PIER FOOTINGS FOR HOMES NOT REQUIRING PERIMETER BLOCKING EXCEPT AT OPENINGS(LBS� S;�3�t WfOf� ��X�� Roof Load Zone and Max.Home Width(12"Max.Sidewall Eave Overhang) South(20 psf) Middle(30 psf) North(40 ps� Pier Spacing SO/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 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' S150 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) Z`6X'�tt,�- �4utlr w:t�� k�� r;�.'r+� w;'�l ' 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 ft ' Up to 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 � >4'to 5' 1275 1380 1485 1581 1669 >8'to 10' 1900 2080 2260 2425 2575 ' Middle(30 psf) Middle(30 psfl , Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft Pier Spaci�g 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 ft ' Upto 3' 1200 1300 1400 1492 1575 >5'to 6' 1680 1840 2000 2147 2280 >3'to 4' 1360 1480 1600 1710 1810 >6'to 8' 2000 2200 2400 2583 2750 >4'to 5' 1520 1660 1800 1928 2045 >8'to 30' 2320 2560 2800 3020 3220 North(40 psfl North(40 psf) Pier Spacing 10/20 ft 12/24 ft 14/28/42 ft 16/32/48 ft 18 R 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 ; >3'to 4' 1570 1720 1870 2008 2133 >6'to 8' 2350 2600 2850 3079 32$.8 � >4'to 5' 1765 1940 2115 2275 2421 >8'to 10' 2740 3040 3340 3615 3865 � i .. . . . . � � ��a I�Spection _ �_ .� � �� 5 l��-- STEP 3. DESIGN FRAME AND PERIMETER SI�aPP�ORT�°�(�lAr�� _I,I ; With Perimeter Blocking) ` � �`'.r ` ,. �f:` '�, �-� `1 ' DETERMINE LOCATIONS � : ' ; : Depending on design and location,some homes require regularly spaced p�r4�eter su� ' � � � ,� ports along all of the sidewalls and marriage walls in addition to frame supports. lf required, > • ' perimeter support locations will be identified by labels attached along the bottom of the r : �., � � Spacing frame supports. ' ; sidewalls and marriagewalls and noted on the Data Plate.R�ier support'will be req�i�,eil at� There must be a support ', � ;. ; ,�` �, , ; .r � , ,__ ._.... _ . . ... .. . . '�:4e., ��., ,\ , . .. .. ....... ... ...... .. . .....__.... . . , ., . _4� __. . .. . __.._ . _ _ . 25 ;f`E.�r-...` , � , ��\,;-. _ �''>>'�,��TE.P�� • � • TABLE 5.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS) I 20 ft Max.Home Width � Roof Live Maximum Opening in Marriage Line(ft) Load(PSF) 4 8 12 14 16 18 20 24 28 32 36 40 44 48 20 1000 1600 2200 2500 2800 3100 3400 4000 4600 5200 5800 6400 7000 7600 30 2000 2800 3600 4000 4400 4800 5200 6000 6800 7600 8400 9200 10000 10800 40 2400 3400 4400 4900 5400 5900 6400 7400 8400 9400 10400 11400 12400 13400 60 3200 4600 6000 6700 7400 8100 8800 10200 11600 13000 14400 15800 17200 18600 I 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 i 120 5600 8200 10800 12100 13400 14700 16000 18600 21200 23800 26400 29000 31600 34200 � I TABLE Sa.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS) � 24 ft Double Section/36 ft Triple Section Max.Home Width I l Roof Live Maximum Opening in Marriage Line(ft) Load(PSF) 4 8 12 14 16 18 20 24 28 32 36 40 44 48 � 20 1120 1840 2560 2920 3280 3640 4000 4720 5440 6160 6880 7600 8320 9040 i I 30 2320 3280 4240 4720 5200 5680 6160 7120 8080 9040 10000 10960 11920 12880 40 2800 4000 5200 5800 6400 7000 7600 8800 10000 11200 12400 13600 14800 16000 60 3760 5440 7120 7960 8800 9640 10480 12160 13840 15520 17200 18880 20560 22240 80 4720 6880 9040 10120 11200 12280 13360 15520 17680 19840 22000 24160 26320 28480 100 5680 8320 10960 12280 13600 14920 16240 18880 21520 24160 26800 29440 32080 34720 � 120 6640 9760 12880 14440 16000 17560 19120 22240 25360 28480 31600 34720 37840 40960 I i � TABLE Sb.POINT LOAD ON FOOTINGS AT MARRIAGE LINE OPENINGS(LBS) 28 ft Double Section/42 ft Triple Section Max.Home Width 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 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 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 ; 100 6560 9640 12720 14260 15800 17340 18880 21960 25040 28120 31200 34280 37360 40440 � 120 7680 11320 14960 16780 18600 20420 22240 25880 29520 33160 36800 40440 44080 47720 j ��'�t�,'I�N ir�r'�` I i .�` � GR F�e�.,`� .. • �� NG;�� , .,� :5 '• f ` � � � � � � t�i�R�CU� UR . ; � � ( � �' � r�� t� ; � �. i � �:�� ►i�-rtit� <<4: > i .,�`� �,., \�, � ��'i�� '•G�% i �`�'.�'�a``��`� � ��'��F TE��' 22 !'L��• J; y ,£:'^"�"x�'��,��,, . _ ""a �,;., ,�` � � , �r..;;, �.�.�, TABLE 10. FOOTING DIMENSIONS Note: Pier Soii Searing Capacity(PSF) Round To calculate a sauare or rectan- Capacity Re uired Pootin Area s uare inches Footer qU12P fOoteY: ibs 1000 1500 2U00 2500 3000 4000 Diameter i000 iaa lzs sza _ izs__ iza __ ___szs Length(in)x Width(in)=Area 1200 173 128 128 128 128 128 iaoo zoz isa-_. iia~-----iis --- ---iza- ---sza Example: 1600 230 154 128 128 128 128 isoo zse i�3 i3o 1za iza i2a 16 in x 20 in=320 sq. inches 2000 288 192 144 128 128 128 zzoo 3i� 211 _158 128 i2a lze To calculate a round footer: 2400 346 230 � 173 ^138 128 128 2600 374 250 187 150 128 128 zsoo aoa z6e zoz isi isa iza 3.14 x.25 x Diameter(in)x Di- soaa 432 zss zie v3 iaa lza ameter(in)=Area 3100 446 298 223 179 149 128 3200 461 307 T 230 184 154 128 Example: For a 22'�diameter 3300 475 317 238 _ 190 158 128 f001111g 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. inches ----� . ------------ ---— 1 3700 533 355 266 213 178 133 3800 547 365 274 219� 182 137 B 3900 562 374 281 225 187 140 4000 576 384 288 230 192 144 i 4100 590 394 295 236 197 148 n 4200 605 403 302 242� 202 151 � 4300 619 413 310 248 206 155 h _ 4400 634 422 317 253 211 � 158 4500 648 432 �324 259 216 162 460D 662 442 331 265 221 166 47D0 677 451 338 271 226 169 4800 691 461 346 276 230 173 4900 706 470 353 282 235 176 S�t^y�c f�C 5000 720 48� 360 288 240 J 180 � �t+u� —� 52Q0 749 �99 374 300 250 187 5400 778 518 389 311 259 194 5600 806 538 403 323 269 202 5800 835 557 418 334 278 209 Ma►'ri — 6000 864 576 432 �346 288 216 6200 893 595 446 357 298 223 �pw�r� �° 6400 922 614 461 369 307 230 FrNN1 6600 950 634 475 380 317 238 6800 979 653 490 392 326 �245 ----- --- __...----- 7000 1008 672 504 4D3 336 25Z /YI/Yr e — 72U0 1�37 691 518 415 346 259 \\\l•,�'•v�`�N��'�I, �: 7400 1066 710 533 426 355 266 C9 .....;;o�,�'i,, 7600 1094 730 547 438 365 274 ;��°\ .••' R�� E/V••'� ��,r�, _ 7800 1123 749 v562 449 374 281 2 '.�` �•GJ C� '„ *r 8000 1152 768 576 461 384 288 �' `+' i 8500 1224 816 612 490 408 306 4 � .: � , �j� .,. M.arr 9000 1296 864 648 518 432 324 i _ � ��<<��iCU� URr, � �N�{ �� 9500 1368 912 684� _547 . __456__ 342 � " , — -• ,. _�— ��l�f cc �p N�"�� 10000 1440 960 720 576 480 360 n ,;• • ��-f?^g-�'';� {t � � V __--- -_ ___..---- " 10500 1512 1008 756 605 504 378 � tl '+�� {'�r'�'-�f• � V• ,y i 11000 1584 1056 792 634 52S 396 h �i� `� 1��''G�ti� 11500 1656 1104 828 662 552 � 414 ��'/��T��.�„�,�.:�'iC�,�1�� 12000 1728 1152 864 691 576 432 �l/��/Q�C"'�`��.��Y!\\� 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 806 672 504 � 1450D 20B8 1392 1044 835 596 522 � 15000 2160 1440 1080 864 720 540 15500 2232 1488 1116 893 744 558 � 16000 2304 1536 1152 922 768 576 ir-----------_._'—'.--------'----�'----...._.. ; I � I ^ �� ,- �� ' � i ,,',�� i . I i �__.. � . . � .. .._. ... . _ . . . I -�. � ' i I I .. �. _ _ �. � . .. . .._.. �. . ... . . .. � �r, ,::. . ___._:�- �,..._. _... -_ ' i _._ - - —._ ._..._ -�--'. _ - - ..._. .. .__ '.__.___ "_� . r._ ` ._ , .. .... _..... . . _. _ . . .. . . . . ... .. .. . . ; � I � I�� 1 1 �� ' �" .. . . , , � � ,,fl "1 i I�. _ I. � � :� . . � i . . .. . .._ . .. . .. .. . . ,. � . ' i . I '_�� i r � 1:; � _, ..,r,r; .li� ..�i� i:r� .�� _ � , ' '.!; 1 4��i 1C: ''.il . . _ _ _ _ " "_.. '"__ _ i . ....._.__ ___ ..__.___. __' .. . . .__. ......___'-_ ' , __... .. .__._._....._ .. .__'_' i , _....___..""__ . _�...._..,..__ � .:c.._........ ..._...._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 singie 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 soii 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 Corn Maxtmum load(Ibs) flguration He(ght Conflguration Without With Mortar Mortar Single Single stack blocks with fong side Stack Less than 36 in* perpendicular to frame I-beam or 6,500 7,680 parallel to perimeter rail(rim joist) Doubie 67"Max. Stack Double,interlocked biocks 13,000 15,360 Triple 67"Max. Stack Triple,interlocked blocks 19,500 23,034 ' � Double 108"Max,** Retnforced Oouble,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 professional engineer or registered architect. ��1t1�N�� .\`�� G,P.. .,M.q�/��''� oF • F � •..• NF�•; �. c� • � • • ' _ • i�ciuc E _ . _ ; � . _ - . � , � , `�, - . - !� � s'l, �, ry�•' � •.O ''�..�. `� ��'•oa 1 Q`��`'� � ��/�I�.'��'��s��N��` \�� r��`��, . . . . Jry . . _ .. f ss • 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 I 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 ' 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. II Mark the required point load support locations on the sketch. Supports are not required I where the manufacturer has reinforced the floor(such as with additional outriggers or ', floorjoists)and so noted in the documentation provided with the home. ' DOOR OR�PENING LESS I 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 , SPAN C P N B SPAN A support/ocations along the �i marriage line. MAIN 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 CALCULATE LOADS ' Use Tables 5-5c to determine the loads on point load supports(columns). For each support, � find the table with the appropriate section width.Then,find the row with the appropriate roof ' load zone and the column corresponding to the span (see Figure 7 for guidance on determin- ing spans—if a support is shared by spans on both sides, add the respective loads together to arrive at the total load under that point).The number in the intersecting cell is the load. � Note the required loads next to each point load support on the sketch. I _ _ _ ' 21 ��{a Ir5:1 Jti�.i:�F�,:Y±.li Ylt.7 ifi u U 3%' v Mi�ss�c c�:a�,itztu•rf�� . O �''�'``r�s�r.troa�:� � � �� r� m /i.%;�:s;;t�J)�; � � , Foundation System lnstallation /n s for Wind Zone /, � E9 - By Tie Dow �•F W,�yj �� updarfd:8/'9 ^�i;`;•'`''�E'� �d ( � t ,�,�� r �� '�� `C ti L�i ��'� L�i i I 1 r+' � � �oo� M �',� riI � Easy instatlation ;J � :;: o,� F 3 1 ,�4 �i • Stabilizer plates and diaponal frame tie� \,��; ., ,`�•;° � Fss, tSTE�'�a�`� are not required in most set-ups �;��, x=' ;�:��`� �'�'^�� O�q�.ti • Longitudinai stabilization is easily added �� ' � y � ,� °'�-� with Tie Down's LSD strut kit. ; � �"'� � Heavy galvanized coating* on bracket �` �..,,�,,.,. �" � �,,.--, ,. , _�� and siruts. � � �� ,� REQUIREMENTS �``�"�'� r_._. _, � �� • Install in any type of soii, � � � . . ��-,� 46(175-275 Ibs.) ar better. �;�.�' � ��-� � -��-�'" • Maximum vertical projection at side�va�l _f,r,,,.-,�"" is 9'. Higher wa{Is may be used when the , design loatls are adjusted accordingly. � �x'� �� • Main raii spacing must be 75.5" - 99.5" a;;. • 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 tivalls, marriage line ridge (For Block or 5tee1 f'ier) `- ��' � beam suppon posis,and rim plates. The longitudinal component of the Xi2 system replaces end trame ties. Check manufacturers . set-up requirements. -''' • Maximum pier height is 48". � ; " —;.;. ,, • Systems must be placed as evenly as ;� `'� ~-� ...��°``''� „i� possible,no more than 10'from end of home. • Additional systems may be needed far roof -� � ' � � slopes g�eater than 20 degrees, (4.37"in 12'' . �j~�''"� Xi2 Ground 5ystem r �� .- � Pitch)See Page 4. �_...: - �;..- .`_ � Two systems designed to work in conjunction with Longitudinal5tabrlization �-� tivith eBCh Other. (One Stirut for Wind Zone 1 • Wind Zones II &III requires sidewall anchors. Two 5sruts f�r wrne Zones ri�ii�) Check manufacturers requirements. ' Xi2 components exceed HUD code 3280.3�7g "Anchoring equipment exposed to vreathering shall have a resistance to �veather deterioration at least equivalenf to that provided by a coating of zinc on sfee!of not less than 0.30 ounces per square foot of surface coatrng...." :, • • . � . � � • r - � • � r • � � r � r 1 / � � rr PDF created with pdfFactory trial version www.pdffactary.com t :"1.fl�.ti:R1 MMkJFN�'�i��f'13'=� ' .,C�i•��`,t!'(i f'iNl'.i 1 h'1N:f��'4.�U " :,,t 1 i Y°".I f tt1�Rf i ,{� I�stallation of lateral System .' x�►; � t Identify the number of systems to be used on the home using the chart above. ' `' 2. identify the locatian v�rhere the lateral systems will be installed. ��'�� 3. Clear all organic matter and debris from the pad site. 4. Place patl centered under beam with the lateral strut bracket towards the inside oi the home. 5. Press or drive pan into ground untii level antl flush �vith prepared surtace. 6. Buitd pier according to State, Local or Home Manufacturers guidelines.(Figure �) 7. Attach the end of the smaller tube to the inside ot pan using Uboit& nuls provitled 8. Attach ihe fiag end of the larger tube to the opposi#e i-beam using the "J"bolt over the top of the 1-beam with the nut & washer provided. (Ftgune 2) 9. Install a minimum oi(our(�12 x 1"tek screv�s)self-tapping screvrs into the hoies providetl in the lateral strut so that the two tubes are connecietl together.(Frgure �) � f-3/4"Tube J-Boit Nut d�Wa6her � ' \�. � Figune 1 �,,,�, Latenl Strute �� G 5Lrut �,��. , �:�, �-fi2~r�ba i ... (fl�g end) .``, / , . �•r�zx�� i � Tek 5crewe �� ` � , .� ; � .,. �, , . ; ,� ��: u•aorc e�mo��si�y __,,,, �-Beam 8rscket _'�._ /� ---__ :,` Figure 2 Xi2 Lateral Stabilization Pier Placement d. � w�AY �� " .F„r �S 3d" � � � � �{.��. � I Anchor' : i � i , i . i 5u`~y �o� � � � �-- � ►t s�� ,.�` � i � i � Xi2 Pier W'"1�„51n �°0 � " � Placemeni �� ,k�ln. � � � # � a i � , r,-�.._' � � � � � � 3rd System • � . i � ; far Placement � { , Sinple Section Home•WZ 1 b It D estion-Hea� II Triple Section Home-Wt I 3 II 0-76'Box 2 XiZ Systerr�s �•76'6ox 2 Xi ems 0-76'Box 2 Xi2 Systcros Over 76'Box 3 Xi2 Systems ver ox i2 Systems Uver 16'Box 3 Xi2 Systems .......... .................................................. Singie Section Home•WZ III �ouble 5ection Home-WZ 111 Trlple Section Homa•WZ III 0-84'Bax 2 Xi2 Sysisms 0-64'Box 2 Xi2 Systents 0-64'Box 2 Xi2 Systems Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems Over 64'Box 3 Xi2 Systems 'Far Wind Zona 1-30"anchai w�Verflcal rlrap or Irame tie w/sfsbiJizer p/ate,wlthin 10'o/end of home on siey/e sactrons. NOTE: D�agram represents single section up to 16'v:idth.double section up to 32'width. and tripie sectlon hames up to 48'e:�dth � � • i . � � ' � � r � 1 � fllf � l � I • ! ll y= (�. '�., :• PDF created with pdfFactory trial version �vwv�.pdffactorv.corn ;:��._ ._,. . ��.. _;liu;t��:,t;+.��,,:a��;i;'tu��t��>F;.� � !�3,Rf�k(YSI:.DS4�A�lT': 7{7 . i J ['1 ^i: ti:. instailation of Longitudinal Struts �� 712�+I2o0� Lo�gitudinal stabilization can be combinetl economically with the Xi2 Lateral System.Combining LSQ struts vrith the pad for the lateral system saves time and material costs. When combining the lateral and longitudinal systems, use the placement directions for the lateral system. Installation o1 Longitudinat Struts mg 1. Identify the number of systems to be usetl on the �nd pf N� _ �'" ; home using the cha�t below. „---- - ° i 2. Gear all o�ganic matter and debris from the pad site. ��,,.--��' 3. Place u-bolt#hough holes provitled. Attach lock --� - � washers on u-bolt. 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. � o'� 6. Install irame bracket clamps to I-beam on in _ ' � side of blocWpier. Da not tighten nuts at this time. - _ 7. Insert u-bolt through mount bracket, attach with nut � ,. '� and balt. Do not tighten at this time. - ��0 8. Insert strut in the frame bracket clamp, attach vrith . nut and bolt. Do not tighten at this time. � , 9. Pull the frame bracket clamp with the fastened strut ' �, outward to remove any slack. �� 10.Tighten all nuts antl bolts on the struts and beam clamps. Xi2 Longitudinal Pier Placement . � E . t XI2 System � * � � � j � � Placement � � � i � i s ( ; � ; i � � � � � � � � � � � ; r i � � ' � i e 9 � 1 1 { 1 '>' 1 � 1 + � 1 � i � ` ( � J � s USB Ot1B Stfllt(per end) � � I � � � j � w For WZ I � � � , $ � � � i � ; � � ti Single Section Dou61e Section Triple Seciion Up to 16' Nominal Up to 32' Nominal up to 48' Nominal USB 7w0 St�utS�par end) �or W2 q & III When prer with LSD siruts is used only as longitudinal stabilization, systems must be as evenly spaced as possible, no more than 10'from the end of the home. � . • � , � � , , � � � � � i � � t t � � PDF created with pdfFactory trial version www•AdfFac�com �;:��ERAI"e�6.;tJ:"•EtCi?.;i',[D�' �,;S;.,Js!!!G C-.!?Sifili;:7[O;J� Number of Xi2 Systems Required for Roof Pitches � ��'�"r`�;:��'��€`::� � Higher than 20 degrees t�, "' ��oo� Madule Wind Zon Wind Zane II Wind Zane iil Lenpth (Feat) 5:12 8:12 7:12 9:12 5:12 8;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 98 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 8 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 4 4 3 3 3 3 3 3 3 3 3 3 4 4 58 3 3 3 3 3 3 3 3 3 3 4 4 80 3 3 3 3 3 3 3 3 3 3 4 5 BZ 3 3 3 3 3 3 3 3 4 4 4 5 64 3 3 4 4 3 3 4 4 A 4 A 5 66._ , 3 3, � 4 3 3 4 4 A 4 4 5 68 3 4 4 4 3 4 4 4 4 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 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 8 80 4 4 4 5 4 4 a 5 4 5 5 6 xi2 Grouna System r -y�--- - _ , 4 `U o �_: Part�59306 � Q �,p p„ ' �l Includes: 5'Strut, pad & hard�vare. � O � � � � � r �� . .� ,�.:. Longitudinal Stabiifzation Hardware Kit � r ' . Part z59331 � . ' Includes:2 I-beam brackets& 2 U-balts • , ti�ith afl nuts and bolts. Xi2 Ground System ' • � Part�59306 Siruts for Longitudinal Stabilization ,,..-'• o 0 0 0 Part No. Strut Length Pier Height Up To: -� 5 9 3 3 fl-3 0 3 0" 2 B loc ks or 1 8" � � �� 59330-39 39" 3 Biocks or 24° �� --;;. �� longitudinal 59330-44 44" 4 8locks or 32' a � Stabilization 59330-53 53'' 5 Blocks or 40' '-.�-''� -',��:-=a Hardware Kit 59330-65 65" 6 BloCks or 48' Part#59331 :►.��_� ��ijj . � � Y � / / � � ' � / � � � ' � � � � • � � � ' � � � �(� 'J. Q'• 1 ,�•• PDF created with pdfFactory trial version www, dffactorv.cc�m