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Home My WebLink About16-17658 i CITY OF ZEPHYRHILLS 5335-8TH STREET � ` (813)780-0020 17658 � BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Idumber: 17658 Address: 39525 CYPRESS POINT LN LT 181 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET-UP Township: Range: Book: Proposed Use: RV-PARK Lot(s): Block: Section: ' Squa�e Feet: Subdivision: MAJESTIC OAKS Es•t. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 2,400.00 OWNER INFORMATION Date Issued: 10/20/2016 Name: MAJESTIC OAKS LLC Total Fees: 1,013.00 Address: 39525 CYPRESS POINT LN Amount Paid: 1,013.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/20/2016 Phone: Wo�k Desc: PARK MODEL INSTALLATION 13.4 X 43- SELF CONTAINED !I 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 MOBILE HOME PARK TIF 99% 864.27 MOBILE HOME PARK TIF 1% 8.73 � � . �/ I _ �� I ' ( Ins ections Re u red ' I PAR MODEL MECHANICAL PARK MODEL PLUMBING PARK MODEL SET-UP 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 property that i� 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 I �� before recording your notice of commencement." ' Comp�ete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with i� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � ;I NO OCCUPANCY BEFORE C.O. � I �iCONT CTOR 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 °� m ; ; ��,�"°`-�A.-r_ , �_,��' I �.; _ =-`_., - .. City of Zephyrhills ' BUILDING PLAN REVIEW CONIMENTS i i Contrac or/Homeowner: �L.�eQd� � Date Received: � �� 1� Site: c5�cJ � Permit Type: �O� /�'1��-( �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ i � � ; , � - � ! � ; � , � � � ; Thi.s comment sheet shall be kept with the permit and/or plans. I /, r/ � /.V L� ( Kalvin' wi r lans Examiner Date Contractor and/or Homeowner � (Required when comments are present) � i � � s�a-�so-oo2o City of Zephyrhlls PermitApplication �c$��-7so-oo2� Buad'mg Departmen[ � � Date Receided 407 �8-58� Phone Contact for Permikting - -r-rrrrr-�T - ri I OwnersName NHGFLI�S,LLC OvmerphoneNumber 8��$78 i Owner's Address �1 E Camelbadc Rd.SuRe B3i0,Scottsdale,AZ 8525� Owner Phorre Number FeeS9mpleTiUeholderName � OwnerS'honeNumber Fee Simple Titlehofder AddmSC JOSADDRESS � � 1 LOT� i8� SUBDMSION Majestic Oalcs P��L�� 242Cr2�-0000-OD100-0090 ��rtaweo r�zoae PrtorEanTa�t Nonc� WORK PROPOSED e NEW CAAISTR B ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PRDPOSED USE � SFR Q COMM Q OTHER iTYPE OF CONS7RUCi10N Q BLOCK Q FRAME Q STEEL � model DESCRIPiION OF WORK ��OMm � BUILDING SIZE 13'4'x 43'(mdudng pordi) S�FOOTAGE 466 sq R HEIGHT � QBUILDING �Z,40D.00 VAlUAT10N Of TOTAL CONSTRUC710N �•��•� , QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.REC_ �PLUMBlNG $ � OMECHANICAL $ VALUATIONOFMECHANICALWSTAllA710N 5.l� I� C� + �� L�{� QGAS Q ROOFING Q SPECIALTY Q OTHER J// �`//��' �r-t� / �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO x ` (' � BUILDER � COMPAHY ��M°�Ze Home Sennce,lnc SIGNATURE r�casigtID Y N t�c�a. Y N �d�E� 4647 PJVII 63rd Av.Jennings.A 32Q53 V�� IH1025210 ELECTRICIAN COMPANY Cranda➢�ecLic � SIC�NAIURE �Gssit�m Y N rgamrx� Y N �� 39935 Otis Rd.Zephyrhills,FL 33541 V�� ER001?910 i PLUMBER I COMPANY ��ae Home Service,Lu SIGNA7URE FtEc1SiFRID Y N F�am�u3. Y N Addrrss 4647 NW 63 ,Jerrrings.R 32053 License� IH7025210 � 6AECHANICAI COMPANY � i SIGNA7URE r�ctsi�am Y/N rt�curua Y/N Address License� OTHER COMPANY S1GNA7SJRE aEqsi�n Y/A1 t�a� Y/N i Address license# i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111 RES1DENilAL Attach(2)Plot Plaas;(2)sets of Bwld�ng PFans;(1)sei aF Energy Fomr;R-0-W Permil for new c�strvctim, Nfe�im�nn ten(70)worldng�ys aR�sutrnittal date_ R�ared aruiie,Constructim Plaru.Stmm�xater Plans wd S�t F�ce"vistaded, Sanitary FaciSties 81 dumpster,Sife Warlc Permi[for subdv�sior�s/large projecls COMMERCIAL Attach(3)compiete sels of Bw"Idmg Plars plus a Life Safety Pag�('I)se!af Energy Forzns.R-0-W Pemul for ne�v oonsUuction. i Mmimum ten('10j vrorl6ng days aftu wbmiifal date. Reqirired onsi6e.Cmsfructim Plans,Slormvrater Plans w/Sitt Fence mstailed, I Sanitary FauTities&1 dumpster_SSfe WQIc Permit tar a0�w ptt�jects.M commercia]reqwrements mus[meet mrr�pfiance Sf6N PERMIT Attach(2)seLs of Engineered Plaru� � ""PROPERTY SURVEY reqimed ior a➢NEIN comfiuc5ua � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i Directions: FII out app5cation compfe[e!y_ Ormer 8 Contracior s+gn badc of app5cafion,rmlar�Ed If over$2500,a Notice of Commencement is req�ared (A/C upgrades ovu$75D0) " Agent(fortlre cantradnr)or Power oF Attomey{far the ovmer)wauld be some�e wilh notaiued lefter from owner authoriang same OVER7HECOUNTERPERMfTTWG (FroniofAppGcalionOnly) � Retoofs if shin�es Sevrers Sesvice Upgrades A!C Fences(PioUSurveylFootage) D7nreways-Not wer Coimter iF on pubfic roadwaysseeds ROW � I NOTICE OF DE�D 32ES�RICTIONS: 3�is undersigned undersiands ihat tiois pennit may be subjed to'deed"restrictions" � � which rnay be more resYrictive fhan Crnmty regulations_ The undersigned assumes respor�sibifrty for compliance wiih any appiicabfe deed restrictior�.s. UNLICENSED CORITRACTORS AND COMRACTOR RESPONSIBILiTIES: If the owr�er has hired a corrtrador or coritractors io undertake work,they may be required to be licensed in aa:ordance wiih state arad local regulations. !F the contractor is not licensed as required by law, both the owner and coniractor may be cited for a m�sdemeanor violation under state law. �4f the owner or intended�rontraeYor are uncertain as to what Gcensing requirements may apply fior the � ¢rotended wark,#hey are advised to co�ataci the Pascfl�Caunty Bvildmg Inspection Division—L'sceruing Sectior�at 727-847- I 8009. Furihermore, if the oumer has hired a contracior ar aontractors, he is advised ta have the canttadorls)sign poriions of the'contracior BIoc1�of this application ior which they will be responsible. 1f you,as the owner sign as the contractor,that may be an indication fihat he is not properly licensed and is not entitled fo permitting privleges in Pasco County. i TRANSPDRTAT.101V IMPACT/UTIL1TaES IMPACi'A911D�2ES01➢RCE�tECOVEAY��5: The andersigned uraderstancfs tha2 Transporta5on Impaci Fe�s and Reooiuse Recovery Fees may app9y to the wnstruc6on of new build'mgs,daange of a�se in existing buildings,or expansion of e�6sting buildings,as speafted in Pasco County Ordimance number 89-07 and 90-07,as amended. '7'he undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. it is further understood that Transporta6on Impact Fees and Resource Rewvery Fees mus!be paid prior io receiting a"certificate of occupanc}r'or final power release. If the project does not inva9ve a certificate of occupancy or final power release,the fiees must be g�aid prior to permit issuance. Furihermore,if Pasco County WaterlSewer lmpact fees are due,they r3tust t�e paid prior to�ermii issuance in accordance with appBwble�asco County ordinances. C�NSTRUCTJON 11EN iAW(Chapter 713,Florida Statutes,as amendedk 3f vafuation af work is$2,�00.00 or more,9 , csrti�y that 1, the appGpnt, have been provided with a oopy af the "Florida Construction Lien Law—HomeownePs Protection Guide"preFrared by the Florida Deparfinent of Agriculture and Consumer Affairs. ]f the appficani is someone other fhan the`ownef,l certify thai!have obtained a copy of the above described documerai and promise in good faith to defiver 9t?o ihe"owner'prior to commencament �ONTRACTOR'SIQUYNER'S AFFIDAI/1T: I certify that a➢the information in#his appLoa6on is accurate and that all work will be dane in campl'rance with a11 applicable laws regulatmg construction,zoning and land development AppTiration is hereby made to obtain a permit to do work and installation as indcated. 1 certify ihat no woric or installation has commenced prior to issuance of a permit and that all work will be perfiormed to meet standards af all laws regulaUng construction, County and City cades,zoning regulations, and land development regulations in the jurisdiction. 1 also cerdify that I understand that ihe regulations of other govemment agencies may apply fo the intended work,and that it is cr�y responsihiGty io identify what actions 1 must iake to be in comp6ance_ Such agencies include but aie not Gmited io: - Departr�-ient of Environr�nental Pro3ection-�ypress Sayheads,1NeHand Areas and Environrnentaliy SensiSve Lands,WatedWastewaterTreatrnenL - Southwest Florida Water Management D'utrict-Wells, Cypress Bayheads, WeUand Areas, Alierirlq Watercourses. - Army Go�s of Engineers-Seawalls,Docics,T)avigable Waterways. - Departra�ent of Health 8 RehabifitaYive Servic�s/EnviranmenNal Health Unit-Wells, Wastewater Treatrnen2, Septic Tanks. - US Environmental Protection Agency Asbes2as abaternent. - Federal Aviation AuihoriYy-Runways. � I understand that the fo]lowing restricfions appty to the use of fill: - Use of fifl is noi allowed in Flood Zone`1/"vnless expressly permitied - 8f the�II material as to �e used 6n Flood Zone 'A', it is uradersiood that a drainage pfan addressing a 'compensai"mg vafume"wi91 be submitted at Yime of permi3Ying whlch is prepared by a profess9orral Qngineer , licensed by the State of Florida. ; - tf the fill material is to be used in Flood 2one"A"in connection with a permitted buildng usir�q stem wall construction,l certify that fill will be used only to fill the area wiihin the stern wall. - Bf fifl maierial is to be used in any area, 1 certiiy that vse af such fill will not adversely affect adjacent properties. If use of fil]is found io adversely affect adjaceni�roperties,the owner may be dted fior vio]atirLq the con�lions of ihe buildirrg pemvt issued imder the attached perm�"t applipYion,far lois le�than one(1) i acrewhich are elevated byfill,an engineered drainage plan is required. ff 1 am the AGENT FOR THE OWAIER,I promise in good farth to irtFoma the owner of the pemuiting wndit3ons set forth in , this affidavii prior to oommencing construcSon. I understand thai a separate permit may be required for electrical work. plumbing, signs,vvells,poois, air cond�tiorimg,gas,or other instaUatior�s not specifically included"m ihe applica5on. A �ermit issued shall be consshuued to be a license to proceed with the work and not as autharity fo violate,pncel,alter,or set aside any prrnrisions of 4he technica1 codes,nor sfiall issuance of a gserrnit prevent the Bvilding Official from ihereaRer requiring a corredion of errors in plans,�nsVuction or violations of any codes. Every permit issued shaA beoorne invafid ; unless the work authorized by such permit is commenced within six months of permit issuance,or'rf wark authorized by Ithe pemut is suspended or abandoned for a period of six(&)morrths a8er the time the work is commenced. An extension i m�ay be requested,in v,raiting,from�he BuiJding Offiaal for a period not to exceed ninety(90)days and will demonstrate j�stifiable puse tor 3he extension_ Hf wo�c ceases ior ninety(90)consecutive days,the job is cansidered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMSNT MAY RESULT RJ YOUR PAYING TSMCE FOR IMPROVEMENTS TO YOUR PROPERPI(_ IF YOU 1P7TQJD TO OBTAIN FiNANGiNG,GONSULT WITH YOUR LENDER OR AN ATTOi2NEY BE ORE RECORDING YOUR NOTICE OF L:OM ENCEMENT. FLORIDA JURAT(f_S.'1'17_03) OWNER OR AGENS CON7RACTDR Subscribed and swnm to(or affume�before me this Su�pibed ar�d swom Po(or affumed) ef �ttus bY bY Who is/are personatly larown to me or has/have produced Who isJare personally krmwn to me or haslha�e{xoduced i as idrs5ficatiw�. as identificatian � Notary Pub6c t�� Notary PubSc Cammission No_ Co�pr rssion N . PaameofN�rtyPed.Pm�iedwstarnped NamaofN r .. •r,. �n,(�� ;r.�rA.n^FS ' �a, r�c'•/�:.� ' ' - ' • , ,;�^.79 �� p�: , .. .. •-1� � :N'..�L'.�� . g s�:�: ^ ;r. . i i r � ' I Majestic Oaks '3952b Cy�ress Point Lane Lot 983 I Zephyrhills,Fl.33542 2425-21-DD00-OOi OD-0090 � ' 70' IDd line � 40'x 70' Lot � , 7, � Park Model 13'$"x 43' 12'x�0' Dviveway I '�"6'� �G°� i i i � J � � I 0 i �-1 —j � I � ; ,�� z a � ��.�� 3 O��i��4�e��"�l� � ��.��<��d�s�� p` ��Ati RyNcc°o <�y��ti i ZO' from road �<<s�o � 12' drivev� �R� qNo � t�y� cFs .�, ?�-��qT 1 ' ��,��A y��✓ �'% �/ � STREE� � PERMIT WORKSHEET page 1 of 2 PERMIIT fdUM6�R "' - — --Installer �ionel_Easler -- _ _ __ _ New Home � Used Home ❑ --Licen&e=#-- IH102521_0 _ Home installed to the Manufacturer's lnstallation Manual — ---� --- —�- — Address of home �� I �J �l� �' l. Home is installed in accordance witY� Rule 15-C ❑ beinp instailed _ zephyrhllis,FL 33542 � j�, Single wide � Wind Zone II ❑ Wind Zone III � Manufacturer Champlon Lenpth x width �3�4^x 43'(Including porch) Double wide � Instailation Decal# 1VOT�: !f home Is a sin�le wlde fill out one half of ihe b/ocking plan Yriple/C1uad ❑ Serial# If home Is a trfple or quad wlde sk�tch!n remalnder of home Roof Svstem: X 7ypical Hinped I understand Lateral Arm Systems cannot be used on any home(new or us�� PIER SPACING 7ABLE FOFi USED HOMES '1 where the sidewall ties exoeed 5 ft 4 in. Installer's initials Load Footer 16"x 16" 181/2"x 18 1!2' 20"x 20" 22'x 22" 24"X 24" 26"x 26 TypiCal pier spaCinp -� bearing size �g56) (342) (400) (484)' (576)' (676) � s ,� lateral capacity (sq in) � � � � � I Show locations of Longitudinal and Lateral Systems � �� longltudinal (use dark Iines to show these locations) � � � � i u � i i i i i i i � i i " interpolated from Rule 15C-1 pler spacinq table. PIER PAD SI��S I-beam pier pad size 17,5 x 22,5 a ize n min i6"x16" X Perimeter pier pad size x . x . '"' ! Other pier pad sizes x --- ---•------------------------------•---------------------•-•----•----------•-----------•�,. ...;---- (requfred by the mf�.) x l... ... x i Draw the approximate locations of marriape x �..�„� wall openinps 4 foot or preater, Use this x a«iaoewau pio wunin z' f ond ol homa por Rule 16C symbol to show the piers, x x List all marriape wall openinps preater than 4 foot x and their pier pad siaes below, AN�WOFiS ......... . . . . Opening Pier pad size x � i.. (....; ..�....;....T....I....j.....�.....1.....�_....I.....�.�.�....-G-�.7---�.....�...1..........1.....(....�....(....I....r....i........�.....,.....�.....I.�...�_....�..�.�..... 4 ft --------5 ft .------- �.........� ,� �.... .;..... T.... 1..........�.....`.....�.....f.....�.... ....�.....�.....�.....f.........f..........�.....�.... ....�.....�.....�..........�....... ....... i....�.....�..........�.....�.........�....�.....� � .� ................ �.......... ... 1..._ . �..... . � ...�-�-� - ----� , f f--�---� f-�- 1 �----...._7.... f ..... ........ ---��-;�---��--------�---.......f--------�- f........T.... : f._...1. : � � 1...� j...--- t....:... i � � j-...., �.... ..._ � . . . �...._................................ .� : , ,�----..... ._� � ' �'�� ` '�� i�� withln 2'of end of home x ....:.............. . .._.. . . .. , ........... ...._ --.. ... . ......... .... .._........... _....... __ _ . ..J.......................... � � i��....... ......._�....�........... .....�........_t.... ....� � 1 �-...�....�....�.... � . �.....f.........�....�._..�.....I....1.............� spaced at 5'4"oc x .�............ .. : .�...- � "" r""-"_ r.•'"'...... .....�..... ......... ' ' 'I - i ----.i.._....._.�... ... ------._..i......... ..... �.._......�....1.....�....�...._�.....�.....�..:.1.�.:::.C:..:.C::.:::::��::::f::.�:i:::::�::::1.....I.....�...1._..�::::�I�:::::::::�:::.:1:::::;....:�.---?....?�:�.--�:::1_..............�.....1...... ..� �.. �.. � � � 1....�....J.....1..............i.....�......... l.....!..... �....{....�.....�.....}....!....�.....�.....{.....#.....�.....�....1....�.........1 TIEDOWN CONIPONENTS OTHER TIES .. ...... ..................�........, � � � � ' � � � 7....�.... 1..... � i............... �.....�....�....'..... ....,..........i.....) N�r�ber .{ . .. �._..�--- t�--- �.........:.....� � 1 . .. .E---��---- ..._....... ....... ._... 1.... �..... .......�........;.-------.. I I ( � f � f I { � � L n ! I !z d vl .. ..... � o tudlna Stabl! !n e ce LSD Sidewall ..... ..... ................................... .�..............----�---........ ......... ....J..........�.........._....--��'�---'.-..--- --� - - - ' r f • E r r , . { i t � i 1 � � 1 f f 7 .�....�...i....�.....�.....�....F.--'-F-........� ;��-•��--�-;....-4-....;.....F....:_........�_...�....�.....�...�....,.. .�....a_._�....�....� � ;....�.....'_....(._._:-�--'--�-!--..:....�....:_....�._...•.....i..._!_....F..-�!--...�.__; Ma�facturer �----------------------- Lonpitudinal ,�,.;--- � , � : � � � , i 1' � � � t � T'�'T��"�' f � , ; , � t � � 1 ? � � f � Lang�fud�ngl5tabilizingqDevicew%L teralArms Marria�ewall i.....................�.....F.....,.... E.....;....:.........:...�.....,.....�.....�...............;.....;....:....,..............,...............;.....�....:....;...... ..............�..... I � � � I I � � T � ' f ( i j 1 � i Oliver Technolo les :.......... .... . ........... .................. .._.......... � . Manufacture Shearwal I , ; � �.--..�.. {.... ----�I�-��---.�..... ................(....i.........�---..�...._--.�.............1.....�....1 r g :....1....I.........:.....j...........1....1.....�..........�. .1....,.....,.....�..........1.....�.....�....:.._..1....T....'1.....,...........i-�--�i---..�....�....1_..1.--- .._.�....,..........!.....I PERMIT WORKSHEET a e 2 of 2 p�Rnnir Ni in�aF� ■ e..�ao��• ��v��r��a " Site Preparation POCKE7 PENE7ROME7ER TES7 x . Debris and organic material removed The pocket penetrometer tests are rounded down to��psf Water drainage: Natural Swale Pad Other V - - -- --or check_here_to_deciar.e t00.0_lb._soii withaut.testing. X 1� X �lU� X 1 rJ� Fastening multl wl e un ts --- -_ - Floor: Type Fastener:_________. Lenqth:_____—. Spacinq: __._ ,_______ Walls: Type Fastener: Lenqth: Spacinq: POCKET P�NETROeV1ETER TESTIldG METHOD I�oof: Yype Fastener: Length: Spacing: For used homes a min.30 qauqe,8"wide,palvanized metai strip 1. Test the perimeter of the home at 6 locations, will be centered over the peak of the roof and fastened with qalv. roofinq nails at 2"on center on both sides of the centerline. 2. Take the readinq at the depth of the footer. C.ti83k01 hveatharoroofina raaulremantl 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 marriage walis are a result of a poorly installed or no gasket being installed. I understand a strip X��b� X�S�� X�� of tape will not serve as a gasket. Installer's initials TOR�UE PROB�7ES7 Type qasket Installed: The results of the torque probe test is,��inch pounds or check Pg. Between Floors Yes here if you are declaring 5'anchors without testfng . 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 Weatherprooting anchors are required at all centerline tie points where the torque test reading is 275 or less and where the mobile home manufacturer may The bottomboard will be repaired and/or taped, Yes X . Pg. requires anchors with 4000 I holding capacity. Siding on units is installed to manufacturer's specifications. Yes X Installer's initials �ireplace chimney installed so as not to�Ilow intrusian of rain water. Yes x ALL TES7S MUST BE PERFORMED BY A LICENSED IN5TALLER Mlscellaneous Installer Name Llonel Easler Skirting to be installed. Yes x No bryer vent installed outside of skirting, Yes x N/A Date 7ested e/3/2016 Range downflow vent installed outside of skirting. Yes X N/A Drain Ifnes supported at 4 foot fntervals. Yes X Electrfcal crossovers protected, Yes NA Other: �lectrlcal Connect electrical conductors between multi-wide units, but not to the main power source. Thfs inciudes the bonding wire between mult-wide units. Pg. NA Installer verifies all Informatlon given with thls permlt worksheet um na fs accurate and true based on the manufacturer's installation instructions and or Rule 15C�1 &2 Connect all sewer drafns to an existing sewer tap or septic tank. Pg. Connect all potable water supply piping to an existing water meter,water tap, or ather �nstaller Slgnature Date_ 8/4/2016 independent water supply systems. Pg. I � MODEL 261-1443 1 BEDROOM,1 BATH ACTUAL SIZE: 13'-4"x 43'-0" AREA: 466 SQ.FT. PORCH: 106 SQ.FT. TOTAL AREA: 572 SQ.FT. 43' 35' g� 9'-4" 8'-4" 17'-4" 1440 30 1 61 � � i s r �� '�"P o GFl , ^� Bath =; Dining Bedroom � k Living �'�° R�oom� Porch I M j 8 I W D � P3f1 Fari Prev O Fmi ReD I C �Ci G � 48 —� REFG � � `WlFi1 =_______ ----- �— —ti"� � i— I i I 9'-4" 3'-9" 13'-6" 8'-5" 8' � � �� . • � 261-1443 � BLACKLINE L-1�1 i YANUFARUIED�EAUiIFULLY' I m�� ox�a�m� P.0 B�1f E97 HwY I00 FASf IAXEqiY.R IlOSfi swe i/r�rm I � I � � i � 43' M< � 2S�{'WAnaIn�r � �--, �--, �--, �--, � `--' `--' `--J `--' � , �-BEAM `--, �35'-S'Dw�nr DaoP � �� M �I � � • 29'-il"E�rncn�IN�r e `--' `--' `--J `--J N, I-BEAM N � � � J N ! I-2'--I--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" � OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE. I � • � ��` "�"�"'� ��261-RH1431Z �PIER FPU�NN ATION �' F-101 I N�Nue�crueeo ee�uri�uur i �,��.:� Fn�� .�n.� PII�I70AHMf0911fUMlQIY,R� wue csm-�s swc� -ra � � � i � � � � I I I I I I � I I � 1 • • • • I ,� S�"EP 2. DESIGN F&�NIE SUPPORTS ' (Horoles VVithout Perimeter �locking) � ro / , // DETERMINE LOCATIOPIS • 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- ports under homes with 8"deep I-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, I-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. Sltle WaII(Perlme2er Polnt�oa�Plers RequUed at Openings 4 fl or Greatei t t o��Pia� r r I-6eam Frame t � ' � � Marrlage Wa0(Polnt-Load)Piers Figure 10.Typical support Requiiad at Openi�gs 4 R or Greater locations for homes not � � requiring regularly spaced i F,�,�P� perimeter supporfs � y or e 1-Beam Frame� Porch Post Piers � t Dnor 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. However, if different support spacings are used then each support with a different spac- ing should be calculated separately. Note the location and load required of each support on the sketch. I � TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs. I I � - - � � - �� - I - - - - - - 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900 �I .._ ._----- - -- - -- ---- - ---___._... _----------- - ---- - --_..._..-- ----------------- ------- ; • � . 3730 4230� 4710 5400 4210 4760 5270 6040 4680 5280 5840 _. .__.__�.�_,_z_._�__....__._._-a, - --- -._ ._.�--�-- ----._.__._. ..---_... ._.. ._..__._�._._ __,___ .._ __.a_„-- -------------- � 4980 5640 6270 7200 5610 6340 7030 8060 6240 7040 7790 -�- _ _- - ------- ------ --- -- ---- - -- --- - -- - - ----- ---------- _----- - ----- - - � � 6220 7040 7840 - 7010 7920 8790 - 7800 8800 9730 � ��pF ALqB i �P q� j .• • •e . `� PHILLIP J. 9 i � COP ND /' i � �S�SIO�IAL z} `EN�iNEER � I z} N0. � 32035 i q o� i � oass�onal E�� June 1,2015 • Manufacturer's Installation Manual-June 2015 �g I � . i .� I i APPROVED PR4DUCTS � ' ��R THE , INSTALLA�ION O� N�.ANUFACTURED HOMES MOBILE HOME SAFETY PRODUCTS continued... Dba Oliver Technologi�s,Ins. i P.O_Box 58/467 �-Iohenwald,Tennessee 3$462 � DZA,I�1M[TM PIER LDADS IN POUNDS SASED ON SOIL VALUES Pad Area 1,000 lb. 1,500 Ib. 2,d00 Ib. 2,SOO lb. 3,000 Ib. Remarks Confi nration s .ft. soil soil sail soil soil �. 16"x 16" 1.77 1,770 2,650 3,450 4,420 5,310 5,�0 1 b"x I6" 1.78 1,780 2,660 3,560 4,430 5,340 5,320 1 b"x 1 S" 2.0 2,000 3,000 4,000 5,000 6,000 6,000 i l6"x ]$%2"(rounded) 2.0 2,000 3,OOa 4,000 5,000 6,000 6,000 '1 S %z"x 18'/2"x 15/16" 2360 2,360 3,550 4,730 5,910 7,090 7,09Q 18 '/Z"x 18'/Z"x�/4" 2_375 2,375 3,563 4,750 5,598 5,598 5,600 13 '/d'x 26'/4" 2_4 2.375 3,563 4,750 5,938 6,4U0 6,400 17"x 22" 2.5 2,500 3,750 5,000 6,250 7,SOa 7,500 20"x 20" 2_75 2,750 4,125 5,500 b,875 8,250 8,250 'I7%z"x 22%a"(z'ourtde�. 3_0 3,000 4,500 6,000 7,500 9,000 9,U00 , 17'/z"x 25 %Z" 3.0 3,000 4,500 6,000 7,500 9,000 9,000 - I 24"x 24" 4_0 4,00� 6;000 8,OOU 8,000 8,OQ0 8,000 .� 2l.13"x 29_13"(rowndec� 4.0 4,000 6,000 8,000 8,00� 8,000 8,000 � 23 '/a"x 31 %4" 4_6�8 4,698 7,047 8,000 8;000 8,000 8,000 I PAD CONFIGURAT'IONS I Pad Description Pad Area 1,000 ib. 2,000 Ib. 3,OOd Ib. � I ramid Footer ConS aration s .it. soil soil soil {2) 13 i4"x 26'/d'as a base and(1)20"x 20"on top 4_8 4;800 9,600 N/A Three(3) l7"x 22" 5.0 5,000 l 0,00� N/A , Three(3 17%z"x 25 '/2" 6_0 6,000 12,000 N/A �� I CAP IiOARDS � MODEL# �ENTII+'ICATION DESCRIPTION � - � �Tl CBI � Plastie Cap Board 1"x 8"x 16'= OT1CB2 1'lastic Ca Board 2"x S x ]6" 'The ca�boards were test on ClVIU pier(C90)with ezther a single or iioui�le stacked cap boards. " Bevised 7l0/10 �� .� � � , � I