The URL can be used to link to this page

Home My WebLink About16-17660 1 . � CITY OF ZEPHYRHILLS ' , 5335-8TH STREET J ' (813)780-0020 17660 BUILDING PERMIT � � PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17660 Address: 39529 CYPRESS POINT LN LT 180 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class o�f Work: PARK MODEL SET-UP Township: Range: Book: Proposed Use: RV PARK Lot(s):179 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 Issued: 10/20/2016 Name: NHC-FL115 LLC Total Fees: 1,013.00 Address: 39529 CYPRESS POINT LN Amo��nt Paid: 1,013.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/20/2016 Phone: Wor,k Desc: PARK MODEL SELF CONTAINED UNIT 13.4 X 43 i 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 HOME PARK TIF 1% 8.73 � / Ins ections Re uired PARK MODEL MEC AN CAL PARK MODEL PLUMBING PARK MODEL SET-UP PARK MODEL ELECTRIC I 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 'I 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 be 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. "Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney j before recording your notice of commencement." Complete 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. � 'CONTRA TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS , 5335-8TH STREET ` (813)780-0020 17660 , BUILDING PERMIT ��, - � PERMIT INFORMATION� '. - � � LOCATION INFORMATION Permit fdumber: 17660 Address: 39529 CYPRESS POINT LN LT 180 Permit Type: PARK MODEL ZEPHYRHILLS, FL. � Class of Work: PARK MODEL SET-UP Township: Range: Book: Proposed Use: RV PARK Lot(s):179 Block: Section: � Squa�e Feet: Subdivision: MAJESTIC OAKS �, Es�. Value: Parcel Number: 24-26-21-0000-00100-0090 ' Impro�. Cost: 2,400.00 " OWNER�INFORMATION � Date�lssued: Name: NHC-FL115 LLC Total Fees: 1,013.00 Address: 39529 CYPRESS POINT LN Amount Paid: ZEPHYRHILLS, FL. 33542 D�te Paid: Phone: Wo�k Desc: PARK MODEL SELF CONTAINED UNIT 13.4 X 43 CONTRACTOR S . APPLICATION FEES � EASLER, LIONEL L. PARK MODEL SETUP 60.00 CRAND�ALL, RICHARD PARK MODEL ELECTRIC 40.00 EASLER, LIONEL L. PARK MODEL PLUMBING 40.00 I MOBILE HOME PARK TIF 99% 864.27 j MOBILE HOME PARK TIF 1% 8.73 I i � � � i � - d , Ins ections Re uired " PARK MO E MEC NICA PARK MODEL PLUMBING PARK MO�DEL SET-UP I PARK MODEL ELECTRIC 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 �I 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 properly 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. "Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney '� before recording your notice of commencement." Complete 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. � � � � �CONTRACTOR SIGNATURE - PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i . I �.ci5j#o', , �v�ISLnZ�� rcuniue ..��.:y-�, i ��3„�:, i _ � - i �� - City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �(�Y G Date Received: �c��b Site: ��CJ�� &S I�7�� Permit Type: ��20Q'fi� ��' �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ I I ;I I I ,I I , This comment sheet shall be ept with the permit and/or plans. � ��✓� I Kalvin S '�fzer—P Examiner Date Contractor and/or Homeowner ' (Required when comments are present) � � I � s�saso-�zo City of Zephyrl�ills Permit App➢�cat�on F�$�s-�aoa°z� ; a�ad�n��,► � � Date R�ceived � � " Phone Conhcf for Permtt6ng 407 90&5806 _ � -ITI-f-�- ITI j � Owne�'s Name NHGFL115,LLC Own�phone Number $��$18 Owners Addr�s 6991 E Camelbadc Rd.Suiie 6310,Scotisdale,AZ 85251 Owner Pho�re Number FeeS9mpleTitleholderName � OwnerPhoneNumber Fee SimpleTiUeho]derAddress dO8 ADDRESS ��C�� S � LOT� �� SUSDMSlON Maj�stic Oaks PARCEL IIDft 2426-2]-0�0-00100-D09D {OBTAQiED FROII Pf�PERiYTAX NOTICE� WORK PROPOSED e NEW CADLS7R B ADD/ALT Q SIGN Q Q DEMOLSH WSTALL REPAIR PROPOS£Dl9SE � SFR Q COMM Q O7HER TYPE OF CONSiRUC110N Q BLOCK Q FRAME Q S7EEL � model DESCRiP710N OF WORK ��e1 fiednwn BLi]LD1NG SIZE 13'4'x 43'(mdudmg porrh) SQ FOOTAGE �SQ ft HEIGNf � /,��.� , 1V� I �ur QBUILDING �Z,qpp,00 VALUATION OF TOTAL COfSSTRUCTION ��-� � XQELECTRICAL S AMP SEAVICE Q PROGRESS QVERGY Q WREC_ �PLUMBING $ , QMECHANICAL S VALUAl10N OF MECHANICAL INSTAllATIQN 'S.� ��,�� QGAS Q RODFWG Q SPECIAL7Y Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO X BUILDER COMPANY �ler Mobile Home Serv�ce.lnc S1GNA7URE � t�siQtID Y N rgas�. N �d� 4647 NW 63rd Ave.Jenni�s.FL 32053 Vce�$ IH1fl25210 ELE+CIRICUUi /A. 1,1/11 H COMPANY C alIIedric SIGNA7URE 11''�'K-'�`- � /N �am2a� Y N � AGdress 39935 OI"s Allen PhYrhills.FL 33541 License� ER0012910 PLUMBER COMPANY ��Home Serv�ce,l� S1GNAlURE �.siF� Y/N r�amr�a. I N Address 4647 NW 63rd Are. rsnin9s.FL 32053 Li�� IH10252'10 MECHANICAL CO�APAHY SIGNA7URE f�cisi�m Y/N r�ctmr�+ Y/N Address Licertse# O7HER COINPANY SIGNAlURE � Y/N �a� Y/N Address Licertse� IIIIIIIIIIIIIIIIItlllllllllttllllllllllllllltllllllllllllllllllllit RES1DEri77AL Atlach(2)Pinl PYans,(2)sets of Bwldmg Pians;(�)set oF Enert�y Fom�s;R-0 W Peimit tvr new consWctim, Mnimum te�('10j warldng days af1�submiUal�te_ Reqwred a�site,CarsWGim P}atu.Stmmvrater Plans xd S0t F�ce ir�slalled, Saniiary FacTfies 81 diunps[er,Site Work Permi[Tor subdrvisians/lazge pmjeUs COh7MERCIAL Attach(3)wmplefe seLs of Bwldmg Plans p7us a Lite Safety Page,(7)set of Enert�r Forms_R-O-W PemaZ for new construclim� NGnimum ten(90)wwking days aR�sutznitfal da[e_ Req�nred onsite,Cons[ruction Plarn.S[wmnater Plans w/S17t F�ce mstalled, Sanitary FaeTties 81�vnpster_Site Wark Permit for all rrew projects.A➢commercial r�uirements must meet mmpfia�e S1GN PERMR A21ach(2)sets of Engineered Plars. ""PROPER7Y SllftVEY reqiured Tor all NEW�r�structinn. Directions: Fl11 out appLcation mmpferrJy_ Owner 8 Contrac[or sign badc of app6ca6on,notaraed IP over$25D0,a Notice of Commencement is reqttired (NC upgradcs wer 575D0) " Agent{fnr tbe mnVactor)or Power oi Attnmey(for the oxner)would be someone with noiar¢ed leEter from owner auttroriang same i OVER7HE COUNTER PERMRTdNG (Fron[of Application Only) Reraofs if sfimgles Seweis Savice llpgrades A/C Fe�(PiotlSurvey/Footage) � Drrveways-Not over Cuunter if on puMic road�rays_Jmeds ROW I I ' ,� NDTICE OF DEED�tESTR1CTIONS: �he undersigned undershands ihat�his permit rnay be subject to"deec�reshictions' ' which rnay be more resirictiva than County regulations_ 'Tfi�e unde7signed assames resp�res�`b�ity for compl'rance with any , applicable deed restric�ions. UNLICENSED CONTRACTORS AIdD COflITRACTOR RESPONSIBILiTIES: If fhe owner has hired a conYraotor or ' coritractors to undertake work,they may be requ"ved to be licensed in accordance with staie and local regulations. If the coniractor is not licensed as required by law,both the owner and contractor may be cited for a m�sdemeanor violation vnder state law. 9f 4he rnaner or intended�ntractor are enncertain as to w8rat Iicensing requiremenls may apply for the intended virork,9hey are advised to contaci 4he Pasco County Builfing Irispection D'nnsion—Licensing Sectian aY�27-847- SDU9. Furthermore, of ttae awner has hired a contractor or mntractors, he is advised to have ihe co�actor{s)sign portions of the"contractor Biock"oF this application for which they wi11 be respons�le. !f you,as the owner sign as the coniractor,that may 6e an indication that he is not properiy Gcer�sed and is not entided to permitting privleges in Pasco County. TRANSPORTATiON dMPACTI18T1LITIES IMPACTAAID 12ESOURCE RECOVEFZY�EES: The andersigned imderstands fhat Transportation Impact Fees and Reco�use Recwery FPes may appfy to ihe zonstruction of new buildmgs,rhange of usa in existing buldings,w expansion of existiog buildiregs,as spec�fied in Paszo County Ord'mance nurnber 89-47 and 90�0'7,as amended. The undersigned also understands,that such fees,as may be due,wi11 be identified at the time of permitting. It is further understood that Transporta5on Impact Fees and Resource Re�very Fees must be paid prior to recennng a"certificate of o�a�pancy'or final power release. If the project does noi irnofve a cefificate of occupancy or fmat power release,the fees must be paid prior 3o permii essuance_ Furthermore,if Pasco County WaterlSewer lmpaci fQes ara due,tt�ey rraust ba paid prior io�exmit issuance in accordance with appicabfe Pasco Couniy ordinances. CAIVSTRUCTION�LIEN LAW(Chapier 7�3,flnrida Siatutes,as amendedk ]f valuafion of work 6s$2,540.00 or more,l certify that 1, the appficant, have been provided with a copy of the "Florida Construc5on Lien Law—Homeowne�s Proiec5on Guide"prepared by the Florida Depariment of Agriculture and Consumer Afiairs. lf the applicant is someone other ihan the'owne�',1 certify thai 1 have obtained a copy af the above described doaiment and promise in good faith to aiefiver ai So the"owne�°prior xo commencement CON�2ACTOR'S/OWt�7ER'S AFFiDA9/1T: i cerfify that all 3he informataan in 8his appIIcaSon is a�curate and t3iai aU work will be dons in compfiance with a11 applicable laws regutaCmg construcfion,zoning and land deveSopmerat App5p6on is hareby made to obtain a permit to do wrork and installation as indicated. I certify fhai no work or mstallation has commenced prior to issuance of a permit and thaY al!wark wifl be perforrned to mee!standards of all laws regulating mnstruction, County and City�des,zoning regulations, and land development regula5ons in the juri�iction. 1 also cea#ify that I understand that ihe regutations of other goyemmerrt agencies may applyr to 3he ir�tended work,and that it is rray responsibiGty to identify what actions 3 must iake#o be ira comp!}ance. Suc3i agencies inc7ude but are not fimited io: - Department of Environrnental Protection-Cypress Sayheads,Wetland Areas and Environmernally Sensitrve Lands,WatedWastewatarTreahnenL - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, AlterirLq Waterr,ourses. - Army Corps of Engineers-Seawalls,dorJcs,P�avigabte WatQrways. - Qepariment of Health 8 F�ehabi6tativ,e Ser�ncesfEnvirnnmenYal Health Unit-Wells, Wasiewaier Treatment, SepticTanks. - US Environmental Protection Agency Asbestos abatement - Federal AviaSon AuYhority-Runways. I understand that Yhe following restric6ons appfy to the use of�ill: - Use of fi11 is not allowed�Flood Zone`V"unless expressly permi8ed - Bf ihe falt rnaterial is 10 be vsed in F(ood Zone 'A", it as uraderstood thai a drairnage plan addressing a "comperrsating vo1�e"wiD be submitted at 3irne of perrniiting which is prepared by a professional engineer licensed by the Siate of Florida. - If Yhe fill materiaf is to be used in Flood Zone'A in conneation witt�a pertnitted building using sfem watl construction,l certify thai fill will be used only to fill the area within the stem wall. - 9f fi31 material is to be used 'on any area, 1 �cerliTy that use aF such fitl wiQ not arlversety affect adjacent properties_ 9f use of fil3 is found io adversely afteci a�acenY pmperiies,the owner may be dted for violating the wndi6ans of the building pennii issued.under ihe attached pemdt appTip3ion,for lots less ihan one(i) acrewhich are elevated byfill,an engineered drainage plan is required. tfi I am the AGENT FOR THE OWNER,!promise in good fa"�th to irtform ihe owner of the pemaiHing cond�ior►s set forth in this affidav�t prior to oommencing construction. I underst-and thaY a separate permit may be requ'ired for electrical work, � p9sunbi�g, signs,wefls,poo}s,aU cond'fionQag,gas,or olher instaUatioras not specifiqlly included in the applyca6on. A permit issuerJ shall be construed to be a license io proceed wit}a the work and not as authority to violate,�ncel,a12er,or set aside any provisions of the technical codes,nor shall issuance of a�ermit prevent the Buildng O�dal from ihereafter requiring a correcGon of errors in plans,consVuction or violations of any codes_ Every permi!issued shall beoome invaGd unless the work author¢ed by such permit is commencQd within sa months of permit issuance,or if�vork auihor¢ed by the permit is suspended or abandoned for a period of sbc(S)months after the fime the work is commenced. An extension ar�y be requested,in vrriting,frorn the Bu�ldng Officaal for a peried not to exceed ninety(JO)days and will dernonstrate gustifiable puse tor the e�ctension_ tF work ceases for ninety(9D)consecutive days,the job is considered abandoned. WARNlNG TO 01NNER: YOUR FAILURE TO RECORD A AIOTICE OF COMMENCEMEMf MAY RESULT IN YOUR PAYING TWlCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 1NTEND TO OBTAiN FINANCING,CONSULT WITH YOUR LENDEi2 OR AN ORNEY BEFORE RECORDING Y011R NOT CE OF COMMSNGEMENT. PLORiDAJURAT{F_S.997_03) CJSNddER ORAGEN7 CONTRACTOR Subscribed arM svom to(or affmned)befaae me tlas Subsaibed and swom (or ) r�this �' try VNm islare personally knovm to me�has/have raoduced Who islare personally known to me or hasThave produced asiden6fica5on. asidentification Not�y PubLc Notary PubSc Commission No. Comm�ssion Nn_ P1ame of Nofary LYPed,ptmted or stamped Name of NdarY typed.Arinted or stamped � � 'i Majes#ic Oaks 39529 Cypress Point Lane Lot 9 SO Zephyrhills,FL 33542 24-26-29-D000-00 i OIi-0090 � - 70'lot line I 40'x 70' Lot � 7' � � � Park Model 13'$p x 43' 12'x a0' Dviveway � i � '�� i'i''� I I � � � � � �L �-1 � � a� .� z a m m > q(� p , F RF�oRk �Tp��q6G O<<CO 2D'frorra roac�ijy Nq� �i[ ��Fs MpC� 12'd rivew �F�pyY R�copF ', W�TN ��s�0�� NO k�Fs � I C �V�F � STREET � �� T� N �q�/,oy��-/�`� NF,�Qy S �� PERMIT W4RK5HEET page 1 of 2 P�RMIT MllM�1�R � New Home � Used Hame ❑ - —lnSt8118r— .Lionel_Easler - - - - .- - LiG8nS8=#�-_Ih11025210 —Home instailed-to ihe Ma�iufia�turer's-Installation Manuai - -- - -�- - -—- •-- ---- Address of home ��-� �1�(�r�� Lan . " [�� Home is installed in a�cordance with Rule 1 S-C ❑ ��'��s{��=$d �ephyrhills,FL 3354�— Sing�e wide ('� Wind Zone il ❑ Wind Zone lil ❑ Manufacturer Ghampton Lenqth x widih 13'd"x 43�(inc�uding porch} Doubie wide ❑ �nsta��at�on Qeca�# NOT�': ff hotne►s a single wlde f111 out one half of the blocking plan Triple/Cluad ❑ Serial# !f home Es�trlple c�r quad wfd�sketch!n remalnder af home Roof Svstem: x Typiaat Hinped I understand Lateral Arm Systems cannot be used an any hnme(new o�d�� PIEFt SPACING 1'ABL��OR USED HbMES where the sidewall ties exceed 5 ft 4 in. 1n8t811er's initlals Load Footer 16"x 16" 181/2"x 181/2" 20"x 20" 22"x 22" 24"X 2A" 26"x 26" Typical pler spaclnq ca�aclty {sq in} {256} {342} {400} {48A?' (576)" {676) 6 � laiorel � ?,,' �fC�� 5how locations of Lonqitudfnai and Laterai Systems ' ° ' � � (use dark iines to show these lacations} ' ' ' � longitudinal � �� ' � , � � ' � � � ' � interpalated from Rule 15C-1 pfer spacinp table, Pt�Fi l��St�ES I-beam pier pad siza �7,5 x 2z.5 ac �ze n x Perimeter pier pad size min is°x16^ X-�"" . x ;,. ... �" � Other pier pad sizes x - � �............... .__............-----..._.__._...._---------------..._....� .--- X . -- � , ---------------- , �...� (requlred by the mf�.} i,.. ..,: x � Draw the approximate looations of marri�pe x we{!open�nps 4 foot or�reater. Use thEs X �••�� symbol to show the piers, x marrlagewall plere wl n of snd of hom por Ru e 16C x List a(E marriaqe wali apenln�s�reater than 4 foot x and their pier pad sizes belnw, pNCWOWs� Openinq Pler patf slze X ............... � � � j � � i...... . � .---- t...._�...�....�....i....�....�...._�.....1..... �----..._.�.--- 4�ft ---�---5 ft---____--- ....-�------.. . . ..._ ..... .....�.....�.....�....�.....�....K...y.....1....�....�.....�_....�.....i.....�.....�.....�-"'i....�....�....�....�.....�.....�....�.....�... "..r...:..........�.....1.....�.....�.....�_.........r.._.. � � � � � � � �..... � � � � .....�.....1.....�....{....... � � .., , E .._. �................... ..... �....�....�..._�.....,.....�. �....�....}....�.....�.....E...., I � E..._�...., �.....� ( r..............�....�...{. _ ...€.....�.....�,...... �RAMETIES ---....._ _...... 1_._ ._... , ...�..._�_--�-...�.. - . ----- ...._.. �_-•-----'.....__ �.... { � ---�-• , i � ,--� --{-�--j----... f � , ; . I r �---- :.. ---j.....�-�--�--�� ; --�---.._._�..-�- -�-j a�o . � ; � , �----w.... �......,...�....:.........: � �-..{ , .,...-�--- � �. •.....:.. �.....1. .. :--.. ...�.....,....... , ---._....T......... ..... ;...._.......................... �--� � ��--� I -� ;� � � ........� wfthin f end of home x ------ ... .....F....w ..... � , � � ., 1....1..._�.....�.....'............... . p._.. 1...�.....1..._ � �- i 1.........j.....'...............i i n x .................._ � � f '� � � .k _�..... � � E spaced at 5 4 oc ..........�..... � � . � � �...... : �:.�: . , �....�.....�....�.....; � � E .....�..._ .... :�-�----...... � - � ;--.--.--- .......... . �........t �....�....�....�. ..?....�....fi....�...�...:i...7....�:--.�.�...�.....�.....`.....(....�....�....,....!._..�....i....�....�.....(....j....:....i....�.�..�....`.--.i.�.......?....�........i ; ` � ' i � I 1 F i i TIEdbWN COMPONENTS OTHEp T�6S � ' ...l...i.. � ....1.. � ' ... .....1....�.....1... 1..... �.............. .. 1... ........ ...F.... �..........� �..... ... .j...,.�.. .....�..........�.....�....1 N��ber � �..... .�..... . . {•.... j.....1.. � , t i � ... , ..... 4........ , i � � � �.......�....p....t_..7.....�....?..._.;._..1...-�----{r-....l..._I._..fi.....�..---.._.:. . �-._.....� , � i �---�--...-.. ` . ` ` € tonglfudlna!Siabltlz/ng Devlce(tSD) 5fdewall � �....:....:..... �---, �..._...-, ; � .._+....�..... ----i i 1 + �--. ,..... F--........;._ �...............�.....,_....E_...,.........�.._;........_......... � i E-._�-�--�.... �--...{.....,.....,.....t.....�-----}-... .... �-._......, �........'._............ ; � � . , � � , � � j � � � � � � � � � � � � � 7... � � �---: ' an re --- ----__ ___ _._._ Lon�itudinal ,��--- : f ' • :.....�.....:_.. ... �..... ................. � 1 � .._i..... �•--..,.....k..._� E---.1.....;.....�.............."....�.... .I.....�.. (..._; ,...-j�•--r....j---•� � � t �....t........,.. � ; ; � �n,�ifudfnal3tabilizin Clevice wlLatera%Arms M�rria�e wal! .,,° T ` z E �.... ; �...,....._....__.. . _.1.....�.. ...:....:..... �.....� �.....i....��.........�.....�....'....�....�.._.�....,.-.,.�._..i.,.......>.....€.....i_._�....�.._ �....�....��....�.....;....�.....�...?...�.........,!--..T_..�..........'....�.. ManuEactur9r 011verTec�nologies 8hearu+al) � , i ;.....1....�.........�.....� ,..._�.....t....�...;....1.._T , i , ;....�::::i.... 1...........i:::::i_:::�.....�....._....1......... 1.....�........_�.........:................i....,.._........_..1....f....f.....�....,.---1..........,.....1.::.�..._.� PEFtMIT WORKSHEET page 2 of 2� �FC�tiUll°t' A111�1lrR�t�' � . ......... .......e.d.. ' ' Sfte Preparatlon POCKET PENETHOME7ER 7�ST • Debris and organic material removed � The pocket penetrometer tests are rounded down to��psf Water drainaqe: Natural 5wale Pad Other I- - —or_check here to declare_1000 Ib.soii without testing. - - Fasten ng-mu tl-w e-un ts— -- - - -___ _ _ _ • /�� - --- -- - --- i X� X,�� X�UU Floor: Type Fastener:__.____ Lenpth:____ cinq; __ _�__._____ Walls: Type Fastener: Length: . - Spacing: POCKET'PENETROMETER TESTiNG METHOD Ronf: `Pype�astener: Le�, : Spacing: �or used homes a min.��auqe,S"wide,�alvanized metal strip 1. Test the perimeter of the home at 6 locations. will be centered ove�tt�e peak of the roof and fastened with�alv. roofinp nails at 2"o►i center on both sides of the centerline. 2. Take the readinp at the depth of the footer. :' GOSkBf tweatherorooflno reauirementl 3. Using 500 Ib.increments,take the lowest reading and round down to that increment. I understand a properly installed gasket is a requirement of all new and used homes and that condensation,mold,meldew and buckled marriac lJs�e �� /�1`� a result of a poorly installed or no gasket being installe erstand a str,�p X�JUU X �� X! `G[J of tape will not serve as a gas et. aller's initials � TOIidU�PROB�7EST Type�asket Installed: The results of the torque probe test is a��inch pounds or check Pg. Between Floors Yes here if you are declaring 5'anchors without testing . A test Between Walls Yes showing 275 inch pounds or less will require 5 foot anchors, Bottom of ridgebeam Yes Note: A state approved lateral arm system is being used and 4 ft. anchors are allowed at the sidewall locations, I understand 5 ft Weatherproofing anchors are requlred at all centerline tie pofnts where the torque test reading Is 275 or less and where the mobile homs manufacturer may The bottomboard will be repaired and/or taped. Yes x . Pg. requires anchors with 4000 Ib oldi g capacity. Siding on units is installed to manufaoturer's specifications. Yes x Installer's initials �ireplace ohimney installed so as not to allow intrusion of rain water, Yes X ALI.TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Miscelleneous Installer Name l.lonel Eesler Skfrting to be installed. Yes x No bryer vent installed outside of skirting. Yes x N/A Date T'ested 8/3/2016 Range downflow vent installed outside of skirtfng. Yes X N/A Drain Iines supported at 4 foot intervals. Yes x Electrical crossovers protected. Yes NA Other : �lectrlcal Connect electricat conductors between multi-wide units, but not to the main power source. This includes the bonding wire between mult-wide units. Pg. NA Installer verifles all Informatlon glven wlth this permlt worksheet �m r,a is accurate and true based on the manufacturer's installation instructions and or Ffule 15C�1 &2 Connect all sewer drains to an existing sewer tap or septic tank. Pg, v Connect all potable water supply piping to an existing water meter,water tap,or other Installer Signature Date 8/4/2016 independent water supply systems. F'g. i � I MODEL 261-1443 i 1 BEDROOM,1 BATH ACTUAL SIZE: 13'-4"x 43'-0" AREA: 466 SQ.Ff. PORCH: 106 SQ.FT. TOTAL AREA: 572 SQ.FT. 43' i ; 35' S' i � 9'-4" 8'-4" 17'-4" i i 1 6 061 I I r � S er L k �R A� ga{� _; Dining Bedroom � � Living � Z o� Room� Porch � �win � Fan FanAen OFa�areo M � 8 — — � 'c e � � <B � �IA/!H1 -------= REF'G_ � � —�'� _ � � ------- ' I � I I � I 0 ' '--i i i , 9'-4" 3'-9" 13'-6" 8'-5" 8 � • � �"�` � 261-1443 � BLACKLINE L'1O1 �� YANUFACTIIQED�EAUi1FULLY � wau��w vv�wrumm�umertva PA.BmI26/NWV100E/STW�Oh'.0.]7fdL swe1R'�•o �� i � i � ��, � � � , 43' < r�i ' ��75�'WAtvt Ixter � r--� r--� r--� � `__� `--� �--� � � I'�� `__� �--� - �3S'1'DtuW DuaP � � � � rn i � 79'-11"E�rnca�In�r a `--� `--� �--� N I __' I-BEAM N � , � , i I-2'�7'-10" 7'-9" 7'-10" 7'-9" 7'-'10"--+2'--I i i � 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED i i ;__; BLOCKING SIDEWALLS AND EXTERIOR WALL OPENINGS 48" i OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE. I I i i i ' • �� 261-RH1431Z �PIER FPU�NNDATION �'� F-101 M�HUF�crweo�ee�uriwur I ouwna.:mc �wwvz �r.nr.imm�menui lACmImONMlqq7ilAl�aR;R� oae mo3-�s o-•,a ur-ra � I i L ' . J' . • • • I � STEP 2. DESIGN FRAfVIE SUPPORTS � (Homes 9Nithout Perimeter �locking) � � DETERMINE LOCATIONS / � // � All homes require regularly spaced supports along all main frame I-beams.Select spac- Spacing frame supports. ' ing between supports and sketch them on the support plan.Keep in mind that frame sup- There must be a support lo- i ports under homes with 8"deep 1-beams may be no more than eight feet apart.Those cated near the end of each under homes with 10°or 12°deep I-beams may be no more than 10 feet apart.Generally, �-beam such that there is no greater distances between supports will require larger footings. more than 24 inches of Figure 10 shows typical frame support locations_ beam past the edge of the support. Slde Wall(Perfineier Point�oad)Piers Required at Openinps 4 ft or Grealer Door Plers fI$eam Frame 1 / Marrtage Wa0(Polnt-l.oa[�Plers Figure 10.Typical support RequGed at OpenGags 48 or Greatar lOC8t10I7S fOf�10R1ES llOt � �, � requiring regularly spaced Frame Plers perimeter supports � � or 1-Beam Fiame ' Porch Post Piers� � Door Plers I CALCULATE LOADS Use Table 6 to determine the loads on frame supports.Find the column with the appro- priate roof load and section width.Find the row corresponding to the selected support ' spacing.The number in the intersecting cell is the load. � Loads on all frame supports can be assumed to be equal if support spacing is equal.. i However,if different support spacings are used then each support with a different spao- i ing should be calculated separately. Note the location and load required of each support on the sketch. j TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs. � -.. - - i � • ... � - �� - � I .- � .- . .- . .- .- • . . . : .- .- . .- . .- 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900 ' . ---�.__. .__._._. _ ----�_-_----�-- --m----------___,�.._.__ __—__,-----__--- ----------------- —•-------- � : s . 3730' '! ,-423U., ;� 4710 , 5400- 4210 � 4760 � 5270 � 6040 4680 5280 5840 . __...�:.__._�„��.._v_._..:._._._.._.,___._.._..._..._,_�.�..�... _.____._____. ._._:__--- -..__�__._.__..�____...___..__�._...._.--->- :--......W._,.._ 4980 5640 6270 7200 5610 6340 7030 8060 6240 7040 7790 .________�._._.�.---—. :-.�....------_ ______ .----------------------------- --— --�—---�,-�-- -------.____ �i � ^6220`�,_.7040_-.-- rt7840...��^ ---,. .Y__,7010 � 7920 ` 8790 � - 7800 8800 9730 ,��Of ALqB ,�Q' �4�5 s• e • • � - � • � PHILLIP J. 9 COP ND % � �SSI0�1kL tf NGINEER z} s} N0. {s 32035 'C OC �O ng 'S�onal E� ' June 1,2015 I • MAHYfi1CiUlLD�EAYl1I11ItY Manufacturer's Installation Alanual-June 2015 �g I I � ; . . � ., ., i � , - , j APPR(JVED PROD�TTCTS J I �€�R Z'HE � IL�STALLATIQN ClF lV.[�A�FA�TURED HOME� � I MOBILE HON�E SAFETY PRClDUCTS continued... Dba Oliver Technatogies,Ins. �'.O_Box 58/467 �Io�ienwa�d,Tennessee 38452 � MA�±�MUM PIER LOADS IN POZ�'+€�S BA►SED 41Y SOIL VALI:TI±,S Pad Are�t 1,000 Ib. 1,5001b. 2,000 Ib. 2,SOO lb. 3,000 Ib. Remark� Gon ratian .f#. so�1 soil so� soil svil Mag. 1 G"x 16" 1.77 3,77{D 2,650 3,45Q _ 4,420 5,310 5,�10 - 1b"x 1b" I.78 I,780 2,f60 3,56+D 4,43Q 5,340 5,32i� 1 b"x 18" 2.0 2,00� 3,1100 4,000 5,000 6,000 6,000 ' 16"x 18 la'(zounded) 2.0 2,0�0 3,{300 �,OOfl 5,0t}0 6,{l00 6,00t} ;1$ %z"X 18'/z x 15/16" 2.360 2,360 3,550 4,�3Q 5,9�0 7,090 7',090 ' 18'!z X 1 O tI2?X 3�4� 2375 2,315 3,563 4,750 5,�98 5,598 5,600 1�J'I4��X ZG 1�4�# 2_4 2.375 3,563 4,750 5,938 6,4(?0 6,400 ' 17"x 22" �.5 2,500 3;?SQ 5,400 6,250 7,54(? ?;500 20"x 2b" 2_75 2,750 4,125 5,500 b,875 8;250 8,250 17%�22%Z'(roundec�� _0 3,000 4,500 6,QQ0 7,500 9,�Q0 9,000 � l7'l�"x 25'li 3.4 3,000 4,500 6,000 7,500 9,000 9,00{3 --.,y � 24"x 24" 4.0 4,000 6,Q00 8,000 8,000 $,00� 8,000 2i.13"x 29.23"{rouzzdec� 4_0 4,OQi} G,Q00 8,t}QO 8,OQD 8,{}00 8,OD0 I 23 %a"x 31 %a" 4.698 4,698 7,047 8,000 8,OOU 8,000 8,OOd �� PAD CQNITGITkATIONS � Pad Aesca•iptian Pad.Area 1,000[b. 2,000�b. 3,Q00 Ib. � ' amid Faoter Confi urafian .�t. so� soil soil (2) 73 34"x 26'/4"as a base and.(1)20"x 20"on top 4.8 4,$00 9,600 N/A Three{3} ]?"x�Z" 5.0 5,�}04 10,00�3 NlA Tl�ree 3 17%2'x 25'/z' G.0 6,000 12,000 N/A ,� I CAP 80AI2DS � MODEL# 7.UENTII+ICATi01'rT DESC�tIPTIQI�I i - � OTl C$1 � Plastic Cap Baard i"x 8"�16" � OTl CB2 Plastic Ca I3oard 2"x 8� l G'x The cap boards were test on CM[�pier(C90)with exther a single or datt�le stacked aap bpards. " Revise�10110 I 1 �� ( - - i i