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Home My WebLink About16-17661 CITY OF ZEPHYRHILLS 5335 -8TH STREET - � . (813)780-0020 17661 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17661 Address: 39533 CYPRESS POINT LN LT 179 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET-UP Township: Range: Book: iProposed Use: RV PARK Lot(s): Block: Section: , Square Feet: Subdivision: MAJESTIC OAKS '� Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 2,400.00 ' OWNER INFORMATION Date lssued: 10/20/2016 Name: NHC-FL115 LLC � Total Fees: 1,013.00 Address: 39533 CYPRESS POINT LN Amount Paid: 1,013.00 ZEPHYRHILLS, FL. 33542 Da4e Paid: 10/20/2016 Phone: Wor,k Desc: PARK MODEL INSTALL SELF CONTAINED 13.4 X 43 � CONTRACTOR S APPLICATION FEES EASLER, LIONEL L. PARK MODEL SETUP 60.00 CRANDALL, RICHARD PARK MODEL ELECTRIC 40.00 EASLER, LIONEL L. PARK MODEL PLUMBING 40.00 ' MOBILE HOME PARK TIF 99% 864.27 ' MOBILE ME PARKTIF 1% 8.73 � � ` �1 � , � ✓ � ' \ ;I ' Ins ections Re uired PARK MODEL MECHANICAL PARK MO�DEL PLUMBING PARK MODEL SET-UP PARK MODEL ELECTRIC N t REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or �� first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may b�e found in the public records of this county, and there may be additional permits required from other governmental � entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for impr�vements to your property. If you intend to obtain financing, consult with your lender or an attorney J before recording your notice of commencement." CompOete Plans, Specifications Must Accompany Application. All work shall be perFormed in accordance with � City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � NO OCCUPANCY BEFORE C.O. ;1 _ �� C�'� �CONTRA TOR SIGNATURE PERMIT OFFI R �i PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �o ISvU ' . ' �r\3/ ,.�I�LONIUfl ��''�,'.;�� ,..�1'�"` , , City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS , � Contractor/Homeowner: �� Date Received: �`` Site: 3 9.5.3�3 C� �� f'JY��'/� Permit Type: � /n�� 3" �� 1�J Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � � � � i� �i r �� il II II �I �� . i� � � �i i� II This comment sheet shall be kept with the permit and/or plans. . � l � �� 7 � Kalvin Sw' —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) � e�a-�8a�o2o City of Zephyrhells Peranit App9ication �$��-�-�� Buading Departrnent ' Dat�Rece9ved � phone Contad(or Permittinq 407 908-5806 _ -rrrrr-r-rr- -r-r-rT Owners Name NHGR115,LLC Owner phone Number 87��'18 Owners Address ��E Camelbadc Rd,Suife 6310,Scottsdale,AZ 8525� Owner phc�re Numher � FeeSirnpleTifJeholderName � OwnerPhoneNumber IFeeSimpleTitleholderAddress I JOSADDRESS ��C��S� LOT� �79 il SUBDMSION �� p��i� 242Cs21-0000-00106�009D ��awEo�ona rRoamnrax Nonc� ' WORiC PROP0.SED e PdEW CANSiR B ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR � PROPOSED USE � SFR Q COMM Q OTHER 'iYPE OF CONSiftUCiION Q BLOCK Q FRAME Q S7EEL � model DESCRIPTIOtd OF WORK �modet tiedawn BUILDING SIZE 13'4'x 43'{ndudmg porch) SQ��AG� 466 sq ft ��G� � QBUILDING g 2,4Q0.00 VALUATION OF TOTAL CONSTRUCTION �.�0.00 � XQELECTRICqL $ AMP SERVICE Q PROGRESS ENERGY Q WREC. �PLUMBING S � QMECHANICAL $ VALUATION OF MECHANICAL 1NSTAllAT10N S.�I.L GO � l � OGAS Q ROOFING Q SPECIALTY Q 07HER /� �j��/) '' FINISHED FLOOR ELEVA710NS FLOOD ZONE AREA QYES ND X ��l � �� BUILDER + COMPANY ��M°m�e Home Serv�ce,lnc � SIGNA"iURE �si�o Y TJ �au�xe� /N �� 4647 NW 63rd Ave.Jennings.R 32053 Vce�� IH�U25210 i ./� ELECTRICIAN � CpmppNy C da��ectric SlGNA7URE �n /Id �dmaET Y N Address 39935 Otis Allen Rd.ZePhyrhiRs,FL 3354� License# ER0012910 PLUMBER COMPANY ��MOb�Home Service,I� S1GN0.7URE rt�cts►gtID I N rt�amaF7. I N Address 4647 NW 63�d Ave,Jennings,FL 32Q53 ��$ IH10252'10 D7ECHANICAL COMPANY SIGNA7URE �ID Y/N �amRF3. Y/N Address License# 07HEft COMPANY Sl6NA'iURE � Y/N �cx1RRF1. Y/N Address License� IIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111111 I RESIDEN7IAL Atladi(2)Plot Plans;(2)sQ1s of Bwldmg Pfans;(1)sst oi Enetgy Forms-R-0-W Permit for new consW rbon, Mmim�nn ter�(70)worldng days aR�submillal date. Reqinred wsite,Conshvc5an Plars,StaTmvrater Ptans w/Sitt Fa�ce mstalled, Sanitary FaaTities&1 dumpster,Si[e Work Permit for subdrvmsior�llatge prajeUs COMMERCIAL Attach(3)complete sets of Bwldmg Plais plus a LiFe Safety Page;(1)set of Energy Fortna R-O-W Permit for new c�nslruction Mmimum ten(90)wnrking days aft�suhmiltal date. Required auite,Cw�sWction Pla�,Stormwater Plans w/Si7t Fence iruta➢ed, � Sanifary Fac�Tities 81 diunpster_Site Work PermR Tor a�rrew projeds.A➢�mmerdal requiremen5 mus[meet canpfiance ' � S1GN PERMIT Atlach(2)se[s of En�eered P!-ans. ""PROPERTY SURVEY reqimed for a0 NEW construtlina Directions:• Fll out appGcafion comple[e}y_ Owner 8 Contracror sign badc of app5ration,rrotar¢ed If over 52500,a Notice of Commenrement is required (AIC upgrades over 57500) " AgeM(fnr�e�nVactnr)or Power ot Attomey((or the awner)wauld be someaie with rmlai¢ed letter from owner auttwriang same OVER THE COUMER PERMITiING (Froni of A{�Iication Oniy) IReroofs if sttingles Sewe�s Service llpgrades AIC Fencrs(PioUSurvey/Foofage) D7nreways�Jo2 over Co�mter if on public roadNays_�reeds ROW I� I� � � � I� NOTICE OF DE�D ff2ESTRICTiONS: 'Tt�e undersigned understands thai k}ois permit Pnay be subject to'deed"reshic6ons' ' • vdhich rnay be more resiricfive than�ounty regufa6ons_ 7'�e undersigned assumes responsibility for compTiance wiih any applicable deed restricfions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITI85= If the owner has hired a contractor or contractors to undertake work,they may be required io be licensed in accordance with sYate and lorzl regulations. If the contractor is not licensed as required by law, both the owner and cor�iracfior may be cited for a misdemeanor violation vnder state law. If 9he�owner or ontended contractor are uncQrfain as to w}rat Gcensing requiremen2s may apply for the intended work,they are advised to contact ihe Pasco County 8uilding Inspection ffiv�ion—licerxsing Sec6on at 727-847- �' 8flD9. Furthermore, if ffie owner has hired a cont2ctor or mntractors, he is advised to have the contractor(s)sign �I porGons of the"contrador Biock'of this application for which they will be responsihle. lf you,as the owner sign as the I contractor,that may be an indiption ihat he is not properly licensed and is not anf�led io permitting privaeges in Pasco � C°unt�'- TRANSPORTAT.ION IMPAC7/UTILITIES]MPACTAND RESOURCE RECDVERY FEES: The undersigned undersYands , that Transporiation Impact Fees an�Racourse Recovery Fees may appfy io ihe construction of new build'utgs,change of vse in existing buildings,or expansion af e�6sti�g buildmgs,as sped6ed in Pasco County Ordmance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time ofi permitiing. it is further understoad that'fransportation Impact Fees and Resource Recovery Fees must be paid prior to rQceiving a"certificate of occupancy�or final power release. If the projeat does not involve a certificate of occupancy or � final power release,the fees must be paid prior to perravi assuancs. Fwfhermore,if Pasco County WaterlSewer Impact fees are due,ihey rraust be paid prior to per�aiit issuance in accordance with apptipble Pasco County orr3inances. CONSTRUCTION iIEN LAW(Chapter 793,Florida SYatutes,as amendedX 1f valuation of work is�2,500.00 ar more,l cefify that ], the appGcanl, have been provided with a copy af the "Florida Construc6on Lien Law—Homeawner's � Protection Guide"prepared by the Florida Departrnent of Agriculture and Consumer Affairs. lf the applicant is someone � oYherthan the'ownef,I certify that 1 have obtained a wpy of the above described documeni and promise in good faith to I defiver it fo the"awne�'prior to commencement I aCONT#2ACTOR'SIOWNER'S AF�IDAVIT. I certify that a0 ihe information in this appHcation is accurate and that all work will be done in compliance with ail appGcable laws regulating consirucTion,zoning and iand deve9opment ApgTication is � hereby made to obtain a perm9Y to do work and installation as indicated. 1 certify#hat no work or insfallation has icommenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating � consfruction, County and City cfldes,zoning regulations, and land development regulations in the judsdiction. 1 also ceriify Yhai I understand that the regulations of other govemmeni agencies may apply io ihe intended work,and ihat it is my responsbiGty to identify what acfions 3 must take to be Qn compGance. Such agencies inolude but are not 6rnited to: II = Deparimerai af En�rorunental Paoiec6on-Cypress Bayheads,WeUand Areas and Environmenialty Sensiiive Lands,Water/Wastewater7reatrneni � Southwest Florida Water Managemeni District-Weils, Cypress Bayheads, Wetland Areas, Altering i� Watercourses. ' - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. I - Departrr�ent of Heaith 8 Rehabilitative Services/Environm+ental Health lDnii-Wel3s, 1Nastewaier Trealmeni, i Septic Tanks. - US Env�ronmental ProtecGon Agency Asbestos abatement � - Federal Av7afion Authority-Runways. 1 understand that the folloHring restrictions apply to the use of fill: � - Use of fill is noi allowed'v�Flood Zone`V"unless e�ressly perrr,itted I - 1f the filf rnaterial is io bs used in Flood Zone `A", it is uraderstood that a drainage pYan addressing a "compensating vofiane`will be subrnitted at time of permi3ting which is prepared by a professional engineer I licensed by the Siate of Florida. � - ff the fill materiaf is to be used in Flood Zone`A in connection with a permitted building using stem wa1] �nstruction,I cer8fy that fill will be used oniy io fill the area withir�the stem waA. � - 3f�D material is to be used in any area, 1 ceriify that use of such fill will not ad�ersely affect adjaceni properties. �f use of 511 is found io adversely affect adjaceni properties,the owraer may be cited for violating I the coracLliorrs ofi fhe building perrnit issued urader the atiached permit appGq2ion,far lots le�ihan one(1) acre which are elevated by fitl,an engineered drainage plan is required � lf I am the AGENT FOR THE OWNEit,1 pramise in good faith fo irsform the owner of the pemviting condifions sat forth in Yhis affidavrt prior to commencing corrstruction. I u�derstand thai a separate permi!may be Pequired for electrica]work, plumbing, signs,we11s,pools, air con�tiorimg,gas, or other installations not specifically included'm the applica6on. A � permit issued shall be constrved to be a iicense to proceed with the work and noi as authority to violate,cancel,alter,or I set aside any pro�sions of the technical codes,nor sirall issuance of a perrnit prevent ihe Build'mg Offic3al from thereafter requiring a corred+on of errors in plans,�nsVuction or viola6ons of any codes_ Every permit issued shall become invaGd I unless the work auYhorized by such permii is commencQd within six monfhs of permit issuance,or if work authorized by I the permit is suspended or abartdoned for a period of s�c(&)months after the time the work is commenced. An exiension may be requested,in vxriFmg,frorn Yhe BuH�ng Oific7al for a period noi to exceed ninely j90)days and will demonstrate I justifiabfe cause#or#he extension. 9f work ceases for ninety(90)consecuiive days,the job as considered abandoned I, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEM'MAY RESIDLT IiJ YOUR II PAYING TWICE FOR IMPROVEMEAITS TO YOUR PROPERTY. IF YOU 1NTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LEMDEi2 OR AN ATTORNEY BEFORE RECORDING YOLDR NOTiCE OF COMMENCEMENT. � �oRroA�uRartF.s.��.os� � OW11ER OR AGENS CON7RACTOR Subsaibed and sworn[o(or aft"ume�bef�e me tFtis Subscnbed and swmn to(or affumed) fore me Uds IWho is/are pers�onally Imown tn me or h�/have produced Who is/are perc..onally IQrown to me ur haSJhave produted � asidenDfication. asidentifxaGon I � N�Y P�� Notay PubSc il Cmnmissiwi No. Comm�ssron No_ �I Name of Notary lyped,prrt�ted w stamped I+larne of Notary typed,pnnted or stamped i u II �I t ' Majestic Oaks 39533 Cypress Point Lane Loti79 Zephyrhills,FL 33542 2426-21-D000-D03 00-0 D90 i� � - 70' lot line � 40'x 70' Lot 7, I� � � I � � � I Park Model 13'$p x 43' I 12'x�0' Dviveway � I I, � il +�6=-� �6'� I , I � o I J � � .� �-1 —� s � m z a � m A�L �y� •L I PR�q� Rp(SHq� p F�p ��NG �C I CAT pNq�BU/�D NGS �I�JP�y�`T � 20'from roa�2EpH�RH/�� opE q 12' drivevy S RDIN NC's � ; � �� FV�� ; �`sr�� ITF � STREET � ��A/i,'�� l/ �, �� I i � d PERMIT WORKSHEET page 1 of 2 � i P�RMIT NUMBER New Home � Used Home � � ------InSt2118r -- =Lionel.Easler --- LiCense_#��N1025210___ ' Home installed�to�he Manufacturer's`Instaiiation Manual- — � Address of home ��l'1�� l�{�r�SS t'�1� � �,�� Home is installed in accordance with Rule 15-C ❑ _ being installed Zephyrhills,FL 33542 Sinqle wide � Wind Zone II ❑ Wind Zone III � , Manufacturer Champlon Lenpth x width 13'd"x 43'(Includtng porch) Double wide ❑ Installation Decal# N07'�': !f home Is a single wide flll out one half of the blocking plan 7riple/�uad ❑ Serial# !f home Is a trlple or quad wlde skeich!n remalnder of home Roof 5Vstem: x TVpical Hinped I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES where the sidewall ties exoeed 6 ft 4 in. ��/ p Q Installer's initials �_� Load Footer bearing size 16"x 16" 191/2"x 18 1!2" 20"x 20" 22"x 22" 24"X 24" 26"x 26" Typical pier spacin� capacity (sq in) (256) (342) (400) (484) (576) (676) IOtOf81 2� 6' � � � � I Show locations of Longitudinal and Lateral Systems � �� ' ' ' longitudinal (use dark Iines to show these locations) � ' ' ' i n � i i � � � � i � i � " interpolated irom Rule 15C-1 pler spacinq table, PIER PAD SIZES I-beam pier pad size 17.5 x 22,5 a ize n x Perimeter pier pad size min is"x16�� x . x� ,,, �.. • ---i ---------•------•------•--•----•---•------------------------------••----•-----••----1 .-.- Other pier pad sizes x . ! �,.,� , .,.� (required by the mfq.) x x � Draw the approximate locations of marriape x I,.�„� wall openings 4 foot or�reater. Use this x ma��ae wnllplorewithin o�o�do�no porRulol symbol to show the piers. x x - List all marriaqe wall openfnps preater than 4 foot x 2 6 and their pier pad sizes below, ANCHORS .... ..- ,�---�-��-- --. . . .......--�---•--��--�--�r----- �------------- Openinq Pier pad size X � ------.... . .. ��-�-� ; 1----I....i � �.. �.... 1 i • --�....�---T� ...�...... 4 ft 5 ft � I -- ---- --------- �. f......---�(---- � �...... ...... { • .�.... j y..........{.....�....t.....f.....�....,....{.."',- ••�-"'-:'...._..... �'.............r....�....................'"...�....i t...... ....j.........................r..... ' 4 �........� + i-....j..........�.....�.........�.. .. I I I I �.........:.....E....i.....�...�.....�..........j..........I.....4....T.....�.....I ...... ...... . .... .. . ! ...�..... �.. ...'... .. � � � f �.. ...i........�. � �r �� ---� � ...`.....---�-��-•-�1----.�...•.f-- - ' � � �.,...- - ........--a. . ...f. .r....�_ .._F.....-- •- -�-�----.�.....�.. FRAME TIES , � , , , , i f ...�.....�....T---�-- ; -- --�--•_-- i - ...j.. . ..... � ...f---- �� -{�- i � , .-'.....f.. : : , , . ..........�.... :...............i..._�_......._...........__....:: ---��--��- �. � 1 < < j ' � i � i.....�....�.....[.. ....� .+� � � �--i withfn 2'of end of home x ... � � i ' ' "'I'" ..�.. -•d ""'" .......�""' .............. . �...... ...�.........�..... .._�....:...1.... "'.�.. � .. ...1...+..._.1.....""""�'""" ' 1 11 .. .:....... ... ... ...�....... �...... 1....... � ...i.. � } I E I i I 4 OC � � i � ��f�� s aced at 5 ...1� � � I.....1._.._�... ..�: ...1.. � . . . .._...:.. .... ...................�.............. ....�.......................:.........-------�- -�-- ---------�-..................:......---�-... ..-��--� -��--�---+�-�---�---`--------- ---�-----� p � * 7 , � � � � � 1 � ! .. ( T r i ' �....� ;.....I.....;..._i.....�.....1. ....�.........:....�.....1.....�..---� :.........._....�.....:...........1.....1........._:...._,.....�.... ....,.....1.. �_........_1..............:.._. 1........� OTHER TIBS � �.........i...........�....� ....1 � � � � i � � � �. � � ' � � � � � � �.... � ; .�... _........� .f..........�.... ...�.....:.........F..........�..... �...._....�.....�..........�..........�.....�.....�..........� TIEDOWN COMPONENTS N ber �.........1�_...J....;..... �.....�....1....7....�.... ... .. �--•-•�---...---.�..._�.....E....l....¢.........:.....�..... �.....�..._�.. .....�........r..-•i-•-•-•--• � � ; � ; �I��-� �� .__�__..I_.._.� �� ' f � � � �� f �.____i_.__. � � �� Longlfudlnal Stablllzing Devlce(LSD) Sidewall �� :.---'....-•--•-•--••-�--•-�-----•.-.-'.---!..—'- � t-••-�- �-•�' � ' k E ' ' � a � ; r � . �. {- 7- �.....r•--"f`...h-'-' �'-. . t..........i-... ---t---- ---'T��--1-"-' t . -'•f-------•..,...., - ------ i. . ; � � ..._.......� � �-.--i--„'---.t....,.. ; � t � Manufacturer-------,--------- Lonpitudinal ;�� .........�.....�.....,..._.4....�.._.....}_...{.....i.....i--.......f....�....i....�.....�....7.... ....} � �.......-•;---r .. .._...i........--r-...f.....�.... ....+ -- - -- ---- ' 1 � � . � � � � � � 1 � i ! ; � � T � � � ( • � ; T � � � ; � ; � � � Lon,�iiudina!5tabilizin Device w%Laferal Arms Marriaqe wall , , , , . a.....�...............�.....t......... ....�..........�.....�..._�.....�.....�...........�....�....:.....�.....�.....{.............:.....p.... ....... . �..........�.....�.....�....•.....�.....i ( ! i t ' � � � i 1 E.......-.!-,.-� � � � �.---.-.--I ;. ! f ; i � I...1.....�....�....� I � j �_.._.i Manufacturer oltverTec nologies 5hearwall ,.....,..._......--�..... . .. ............. , ........ ..... �--..,...._.._... � ........ . � � 1 ; � � � 3" i 1 � � ; �...................... T..........{....••••-•---�, � :.....�. �..........:.....1::.::1:::::�.. �_....�...._{....�....1....;. ..,.....1:::::�::::_.---.�.........�._..�....�.. .�.....,.---��.--..,.....�.....�.....{.....�_...�----�..._.,_. .,..........,.---., PERMIT WORKSHEET a e 2 of 2 ��FtMIT NI IMR��t � r�u�u■ ■�v�orr�a Site Preparatlon � POCKET PENE7ROME7EFt 7ES7 x Debris and organic material removed The pockat penetrometer tests are rounded down to_�psf Water drainape: Natural Swale Pad Other _ - - II i MODEL�!261-1443 1 BEDROOfVI,1 BATH ACTUAL SIZE: 13'1{"x 43'-0" AREA: 466 SQ.FT. POR�CH: 106 SQ.FT. TOTAL AREA: 572 SQ.FT_ 43' i 35' 8' � � 9'-4" 8'-4" 17'-4" 1 61 3061 I ' S er � L k GFl A� Bath =; Dining Bedroom � _ _ k Living � Room Porch � �w o � Pan FanPRy Fmnan c'M � B — — � I � 'c e � 48 jWM1 ---_---- F2EPG_ � � `—�, o �-- � --- --- � I , � I--9'-4"-+-3'-9" 13'-6" 8'-5" 8'--I � °"""�` 261-1443 BtaCtc�NE � " L-101 ,, � MANUFIICTU�ED�EAUiIFULLM d mnraem�u �ffimumeirui P.O.BO%7ffi/XWY100FASfLV�tliY./i 3A'E ,�yyF_��.-0. � � I I ' I i� I I I I� i . � ,I �� 43' �, �� i M � -- ��5'�WAlERINL6T -- -- r__z __.� r--� �p�� i-_3 �__a �__1 '_ �'"BCrUYI �__, �_-� - �35-1'D%m D�tov �' � � `a m � � 29'-il"EcFcncat Ir+�'r -- -- -- r-� r--� �v � �'_� p�/�� `__' `_-' �--' �'OCl1IXt �__' `--� N N � 1-2'�7'-10" 7=9" 7'-10" 7'-9" 7'-10"�2'� 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED ; ; BLOCKING SIDEWALLS AND EXTERIOR WALL OPENINGS 48" � j OR GREATER. WILL REQtJiRE BLOCKING ON EACH SIDE. ' • �� 2bT-RH1431Z 'I`�FiEk FouNdAnaw �'' �_�� I PtAN AIANUMCriItlD6l�U71FULLY" �� ss �� OISE 06Q3�16 f31l�((�H111`Xr&1it{NEQ1T.}lt$w 4.i[£Vl..rV � I � ,I � � � �� i , o � � � � 'i" � STEP 2. DE�IGN F9�iNiE �UPPCaFt�S {Homes tA�i$hoaat P�ricr��er �lockir�g} � DETERiUiINE LOCATIONS � • �� '� All homes require regularly spaced supports along ail main frame I-beams.Select spac- gQacing frame supports. � ing between supparts and sketch them on the support plan.Keep in mind that frarne sup- 7'here must be a suppo�#to- li ports under homes with 8"deep I-beams may be no more than eight feet apart.Those cated near the end of each i� under homes with 10"or 12"deep!-beams may be no more than 10 feet apart.Generally, �_�,�am such#tiat there is na ;� grester distances between supports wi11 require{argec fao#ings. mare than 24 inches of i: Figure 10 shaws typical frame support locations. beam past the edge of the support. l �, II 3itle+Nal1(Perimeter Poln[�oa�Piers iRxqu¢Ec4 ai Operdngs 4 fl or 6ceater Anot PEers Ef 1-6eam Frame f �-.,.. Marriage Wall{Potnt-Load)Piers F�9ure 10.Typrcal supporf Requlred at Openlr�gs 4ft or Greater locations for homes not requirrng regularty spaced Frame Pieis perimefer supporfs l or a �m Frame� i �omh Past Piers �{ k 4 CIa0tPI815 CALCULATE LOf1L1S t3se 7a61e 6 to determine fhe toads on frame supports,Find the column wifh the appro- priete roof load and section width.Find the row corresponding to the selected support spacing.The rtumber in the intersecting cell is the laad. Loads on all frame supparts can be assumed ta be equal if support spacing is equal. However,if different support sgacings are used then each support with a different spac- ing shov[d be calculated separately. Note the location and load required of each support on the sketch. TABLE 6. LOAD ON PRAME SUPPOi2TS FOR HOi6tt1ES NdT REQUtR1MG PERiMETE12 BLOCKIRfG--Ibs. .. . - . � - - f - •+ - - - - •- - - .- - 2490 2820 3190 3BQ4 2890 3170 3520 4034 3120 3520 3900 • F_.��._TM_��.:,...v��_�._._..mmM . . .,�..>�..._;�__..x.._._.ix_._,,_.._._f_�..___,.�.�.�__�_..-_-e.�,� 3730 ' �� 4230. -,. ._,_,___..�._ ,.,_._N..___..__,�.___._.. , 5270- , -6040 ,.. 468Q � '5280'� ' S840 � 471Q ,,_�__5A00�' A210�-rn 4760,=..___._ .�:__.:�...._„___:...:_,.__._,�.__,.---.____._�.._______v 4980 5640 6270 7240 5610 6340 7030 $O60 6240 7040 7790 _._._,___�__.,..._._,_ _.__ ._..._,,,_�._..___�._,-._....�__.,_:---..�,.�._.__._�_._.�—._._._,—�.._�__,_._�..___._____�._ ___--.--- � 622d �. 7d4d 7840.,�:; _ �OSO 7920 8790 � - 78fl{S � 8804 ` 9730 ��,��OF AC.qB� 9 r s e •b " ' • � PHILLlP J_ 9 COP ND ' ' �-s-$ie�i,at� � r� � EN�iNEER � r,l N�. ;s 32035 .O ( �Xess�ona!E'n9�Ogo June 1,2015 � . �MANYPALTYR[OOEM1YiU40.T Manufacturer's Installat3an Manual-June 2015 �g I I • � • `i � � � t�PPROVED PR4DUCTS � FOR THE INSTALLA7L`�ON O� MANUFACTURED HOMES MOBILE HOME SAFETY PRODiJCTS continued... Dba Oiiver Technologies,Ins. P_O_Box 58/467 �Iohenwa]d,Tennessee 38462 D�7�M[TM PIER I.OADS IN POUNDS SASED ON SOIL VALUES Pad Area 1,000 lb. I,SOD lb. 2,Q00 Ib. 2,5�016. 3,000 lb. Remarks Conf� aration s .ft. so7 soil sail soil soil Max. 16"x 16" 1.77 1,770 2,650 3,�50 4,420 5,310 5,�10 � lfi"X ld" 1.78 I,780 2,660 3,560 4,430 5,340 5,320 �� lb"x 18" 2.0 2,000 3,000 4,000 5,000 6,000 6,000 �l 6"x l 8'/z"(rounded) 2.0 2,000 3,000 4,000 5,000 6,000 6,OU0 'IS%"x 18'/Z"x 15/16" 2360 2,360 3,550 4,730 5,910 7,090 7,09.0 18%?x 18'/Z"x�/4" 2_375 2,3Z5 3,563 4,750 5,598 5,598 S,b00 13 '/a"x 26%4" 2_4 2_375 3,,563 4,750 ' S,938 6,400 6,400 I 17"x 22" 2.5 Z,500 3;750 5,000 6,250 7,500 7,500 � 20"x 20" 2.75 2,750 4,125 5,500 b,875 8,250 8,250 17%z"x 22%Z"(rotinded) 3_0 3,000 4,500 6,Q00 7,500 9,000 9,OOQ � l 7 i/z"x 25�/z" 3.0 3,000 4,500 6,000 7,500 9,000 9,000 � �I 24"x 24" 4_0 4,4U0 6,000 � 8,000 8,000 8,000 8,000 2�1.13"x 29.13"(rounded) 4_0 4,000 6,000 8,000 8,000 8,000 8,000 � 23 %a"x 3i '/a" 4_698 4,698 7,047 8,000 8,000 5,000 8,000 � ;I IPAD CONFIGURAT�ONS I� Pad Description Pad Area 1,000 lb. 2,000 Ib. 3,U00 lb. � ,� ramid Footer Confi aration) s .,ft. s�il soil soil � (2) 13 14"x 26'/4"as a base and(1)20"x 20"on top 4_8 4,800 9,600 NIA Three(3) l T'a:2?" 5.0 5,U00 ]0,40U N/A � Three 3 17%z"x 25 '/z'' b_0 6,000 12,000 N/A I� II CAP BO�RDS ,i NiODEL# IDEN�TTICATION DESCRIPTION , �I .. OT1 CB1 Plastic Cap Board 1"x S"x 16" ��; OT1CB2 Plastic Ca Board 2"x 8 x l6" 'I7�e cap boards wers test on CMU pier(C90)with ezther a single or doufile stacked cap boards. � � � - IZevised 10710 ]1 �� . ,i � � !i i �i � I