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Home My WebLink About16-17662 ; CITY OF ZEPHYRHILLS � 5335-8TH STREET , • (8i3)78o-0020 17662 � BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit N,umber: 17662 Address: 39537 CYPRESS POINT LN LT178 Permct Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET-UP Township: Range: Book: Proposed 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 Issued: 10/20/2016 Name: NHC-FL115 LLC Total Fees: 1,013.00 Address: 39537 CYPRESS POINT LN LT 178 Amou'�nt Paid: 1,013.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/20/2016 Phone: Work Desc: PARK MODEL INSTALL 13.4 X 43 SELF CONTAINED 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 i MOBILE HOME PARK TIF 1% 8.73 � � � � � , _ , n �` V � � �� i Ins ections Re uired PARK MODEL MECHANICAL PARK MODEL PLUMBING PARK MODEL SET-UP PARK MOdEL ELECTRIC i i pl REINSPECTiON FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local g�vernment 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 §ubsequent 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. "Warning 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. f� � �CON CTOR SIGNATURE PERMIT OFFI R � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION ; I CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � PROTECT CARD FROM WEATHER i �I N ,i i _�"J}-o d � ��' �1�LP�1fz�� I�I:O 111 U fl � I ��''?i�..f• I � � I I ,'� i _ __�- � City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: _ �1�GG� , �� Date Received: P Site: ��3 7 /�� /�'f�� Permit Tiype: ��/� /hdGLQ,, j�' �fC�� I Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ I � � � � � I � � �'�I �I , � � . This co� ent sheet shall be kept with the permit and/or plans. II �� Kalv' " � itz ans Examiner Date Contractor and/or Homeowner � � (Required when comments are present) � i '� aaaaso-oo2o C9ty of Zep�yr8�lls Peranit Appl9cation �ax��s-�aoanz� � am�dmg Departrnent , � DhteReeeived l PhoneConhcttorPermiibn9 �� - -1-rri-I-(Tr i I OwneYs Name NHGR115,LLC Oty��Phone Number 813-783-7518 � � Owners Address �91 E Camelback Rd,Suifs 6310,ScotLsdale,AZ 8525'1 Ovmei Phone Number iFeeSimpleTttleholderName � QwnerPhormNumber I I FeeSimpleTiUeholderAddress I JOSADDRESS 39537GypressLn r� LOT� �78 � SUBDNdS10N Majestic Oaks PARCEL ID� 242&-29-D000-00100-009U (�TARlEDFRON AROPERiYTAXN�TICE7 � WQRK PROPOSED NEW CANAR ADD/ALT Q S1GN Q Q DEMOLSH I B INSTALL 8 REPAIR I PROPOS£D llSE � SF12 Q COMM Q 07HER TYPE OF CONSiftUCTiON Q BLOCK Q FRAWIE Q S7EEL � park model , � DESCR1P710N OF WORK ��O� I I BUILD]NG S1ZE ��4'x 43'¢ndudmg pordi) SQ FOOTAGE ��ft HEIGHT � QBUILDING g z4D0_OD VALUATION OF TOTAL CANSiF2UCT10N ��•OD XQELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.REC_ �PLUMBING $ ' QMECHANICAL $ VALUAI'ION OF MECHANICAL ItJSTAllAT10N �I-� �Y��C�Q� � NOGAS Q ROOFING Q SPECIALIY Q OTHER I ` `��/�� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO X '�'� � C •EaslerMob9le F1orr�Service.lac • BUILDER •COMPANY• SlGNA7URE t R�siF7ttm Y N F�alni�. Y N Addiess 4647 NW 63rd Ave.Jemuigs.R 320.53 Vce�� IH9�25210 ELECTRICfAN COMPANY CrandaE Qedtic SIGNA7URE ' R�si� Y N r��autftEi� /N Address 39935 Otis Aflen Rd.ZePhYfiills.FL 3354� License� ER0012910 PLUAA6ER COMPANY ��M°b�e H°me serv�e']nc I� SlGNA7URE rt�lsm� Y N FEEa7Rr�7. Y N i �� 4647 NW 63rd Ave.Jennings,FL 32053 V�� IH7025270 MECHANICAL COE7PANY SIGNATURE r�tcasrErsm Y/N rgctaaze� Y/N Address l.ioerue� u 07HER COmPANY SIGNATURE rs[tasr�D Y/N rgaau�. Y/N Address Licer�se� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIit11111t1111tt1111t11111111111 RES]DENML Attach(2)Plot Plaru;(2)seLs of Bwlduig Pians;(1)set of Eneigy Forms;R-0-W Pmnit tor new c�stru�, NFmunwn ten('10)wod6ng days afta submiUal date_ Reqidred ans�e,CrnsWGi�P}ans,S�ater Plans x9 S0[Ferxe inslalled, Sanitary Facifities&1 d�unps[er,S�Wark Pemu[for s�bdnnsio�/lazge projerSs COMMERCIAL Attach(3)wmplefe sels of BinWu�g PFar�s phs a Lite Safety Page;(1)set af Energy Forms_R-0-W Pemu2 fQ riew canstnietiw�. Mmimwn t�('10)work�n9�lls after submittal dffie. Reqiured wtsite.ConsVuction Plans,Stmnnvater Plans w/Sl7t Fence insta➢ed, Sanitary FaaTfies&7 dumpstes S�Work Permit for a0�w projects AO commenial reqimements mist meet canpTiance �� S16N PERfVfff Attach(2)sets of Engeieered Plar� I •"'PROPERTY SURVEY requoed Tor aH NEW construnina i �irections:• `I FiU out appScation completety. fowner s contraaor sign badc or apPsc�on,�or�rzed If wer 52500,a Notice of Commencement is required (NC upgrades over 57500) •• Agen2(for Uie contrac[ar)ar Power of Attomey(for the owner)wnuld be someosie v.a"th rrofaiv�d Iefter finm awner authoriang same OVER THE COUNiER PERA7ITTlNG (Front of��n Onfy) ,I Reroofs if s}tin�es SeHe�s S�vice Upgrades A!C Fences{P1oUSurveylFootage) � Dtiveways-Not wrl Courder iF on puMic roadvraysseeds ROW �I � � I NDTICE OF DE�D 8tES33tICT10NS: "�hi e undersignerl uraderstands that t}eis permit anay be subject to"deed"restrictions" . which rnay be more esslrici"rve than County regula6o7u_ �'he undersigned assumes responsability for mmpliance with any � i appficahle deed restrictions. , UNIICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILTfIES: ff the owner has hired a wntractor or contractors to undertake woric,fhey may be required to be licensed in aocordance with staie and local regulations. If the contractor is not licensed as required by law, both the owner and ooniractor may be cited for a rri�sdemeanor violation under state law_ 9f the owner or intended contractor are unceriain as to w}rai licensing requirements may apply for the I �ratended work,they are advlsed to��atacf She Pasco Cauraty�ui)dng inspection Division—L2censing Section at 727-847- " 8009_ Furthertnore, �f the owner has hired a contracior or contractors, he is advised io have the cantractoKs) sign j poriions of the'contractor Block'°of this applicatlon for which they wiil be respons�ble. 1f you,as the owner sign as the � contractor,that may be an indiption thai he is not properly licensed and�s not entitled to permiiting priw"leges in Pasco i County. TRANSPORTATION 1MPACT/LtTLL1TJES IMPACTATID�SOI�RCE 32ECOVERY�ES: The undersigned understands that 7ransportation lmpact Fees ar�d Recourse Recovery F$es may appfy io the censhuction of new bwidvsgs,change aP use in existing b�dings,or expansion af e�dsfing buildings,as spedfied ir+Pasco County Ordrsance nurnber 89-07 and i 90-07,as amended. 7'he undersigned also undershands,ttiat such fees,as may be due,will be identified at the time ofi � parmitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiyng a"certifiqte of occupanc�or final power refease. If the projeci does not invalve a certificate of o�pancy or frnal power release,tha fees must be paid prior to permii issuance. Furthermore,iP�asco County WaterlSewer lmpact 6ees are due,Yhey rnus!be paid prior to permit issuanr.e in ac�or�lance with appfi�ble Pasco Couniy ordinances. � CONSTRUCTION LIEN LAW(Chapier 793,Florida Statutes,as amendedj: If valua�on oPwork is$2,�00.00 or more,l � ceRify that I, the appGcant, have been provided with a copy of the "Florida Cor►struction Lien Law—Homeowner's Protec#ion Guide"prepared by the Florida Deparhnent of Agriculture and Consumer Affairs. If the appficant is someone � oiher than the'owtee�°,1 certify that i have obiained a copy of the above described documen2 and promise in good faith to ; de3iver it ta the"owne�prior io commencement �ONT�2ACTOR'S/OWNER'S AFFIDAVIT: I certify ihai a�the information in this appHcation is accuraie and ihat a11 work will be done in compliance with afl applicable laws regulatmg constracfion,mning and land development AppScation is � hereby made to obtain a permit fo do work and insiallation as indipted. 1 cerfify that no work or insiallation has commenced prior Yo issuance of a pemut and that a11 work will be perfortned io meet shandards of all laws regulaSng construction, County and City�des,zoning regulations, and land devel�pment regula6oras in fhe jurisdiction. 1 also cerdify ti�at 1 unders#and tlrat the regula5ons of other govemmeni agencies may appfy Yo 3he intended work,artd that it is eray resportsi�iGty to iden5ty what actions 1 re�ust iake to be u��mpTiarace_ Such agencies include but are noi Gmi3ed to: � - Departr�ent of Env�ronmental�rotection�Cypress Sayheads,WeBand Areas arad Environrner�taldy�ens�3ve Lands,Water/WastewaferTreatrnent �� - Southwest Florida Water Management District-Wells, Cyprnss Bayheads, WeUand Areas, AfterirLg Watercaurses. I - Army Corps of�ngineersSeawalls,DorJcs,�favigable Watenvays. I - Deparfmant of Health 8� 3�ehabilitative Servues/Ernimnmental Health Unit-Wells, Was3awater Treatrnent, Septic Tanks. N _ US Environmer�tal Protection Agency Asbestos abatement. I Federal Avia6on Avthority-Runways. I understand that�e fo]lowing restriciions apply to the use of fill: - l3se of fi11 is noi ailowed ir�Flood Zone`V"unless e�cpressiy permitted - 3f the fill rnaterial "ss 10 be used in Flood Zone 'A", it 6s uroderstood thai a drainage plan addressing a i "compensating valurne"will be submitted aY iirne of pem►ifiYing which is pre�ared by a professioraal e7rgineer licensed by the Siate of Florida. i - If the fill materiaf is to be used in Flood Zone A in connecBon with a permitted building using siem wafl �nstruction,I cerfify that fill will be used on9y to fi0 the area within the siern wa�. - li fill rnateria9 is !o be used in any area, 3 cerlify thai use of such fill wifl not adversely affect adjacent propert+es. df use of fitl is found to adversely af€ect adjacent pro,per�es,the owner may be died for violating the condi6ons of ihe buildmg permit issued atnder the attac�ed permit appGqtion,for lots less Yhan one(1) acre which are elevated by fill,an engineered drainage plan is required. � If 9 am the AGEi�IT FOR TNE OWNER,1 promise in good faith to infom�the owner oF the peraraitting conditions sei forth in this affidavit prior to oommencing construction. I understand ttrat a separate permit may be required for elecirical work, i p9umbing, signs,wells,poo}s,a'v cond�ionu�g,gas,or other instailations not specificalty included in ihe appliption. A permit issued shall be,conslr�erl to be a license 3o proceer3 with the work and noi as authority to violate,cancel,atter,ar sef aside any provisions of'8ae iechreical�des,nor shall issuance of a perrr�it preveni ihe Bvilding Oifirral from 3taereafter i requiring a corredion of errors in plans,construction or violations of any codes. Every permit issued shall becorne invafid unless the work authorized by such permit is commenced within six months of pertnit issuance,or rf work authorized by the permit is suspended or abandoned ior a period of six(6)months after the time the work is commenced. An extension maay be requested,in vrriYmg,from the Bu�l�irag 4fficial for a period not to exceed ninety(9D)days and wili demonstrate gastifiable cause for ti�e extens9on. ff work ceases for ninety(90)oonsecu3ive days,the job is cons9dered abandoned WARiJ1AlG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FUR IMPROVEMENTS TO YOUR PROQERTY. IF YOII fNTEND TO OBTAiN�1NANClT1G,CONSULT WITH Y011R LEND�R OR ATJ A�TORAIEY BEFORE R�CORDiNG YOUR NOTICE OF COMMENCEMENT. � F10RIDAJURAT(F_5.'1'17_03) / C� �� ry �/ �� C(S UYYPtER ORAGEMf CON7RACTORL�V��"'�/ y^� Subscribed and�mrn[o(or atTmned)befee me tlus Subscnbed and swom 1n(or atTvme )before me this by 6y Wlm is/are petsonalty Imown to me or haJhave produad Who is/are personatry bwwn m me ar ha4have paoduced as ide»Choasaa as iaen5fi�son t NoYary Pubfic Not�y PubSc Commission fJo. Cvmm�ssion No. � I ' ilame nf Not�Y►YP�.Prmted or stamped Nama of t�ot � ary typed,prtn2ed or stamped i, i I „ I ,I ��f/lajes5c Oaks 39537 CyprQss Point Lane Lat178 'Zephyrhills,FL 33542 2426-29-0000-001 fl(�D090 , , � - 70 10$�In@ � 40'.x 70' Lot � T � � p � I �� Park Model 13'$”x 43' ' 12'x�0' Dviveway ' 4-6=� �G'� � � I o ; J , � C F'_1 � � rn m Z a � � � 3 m A�L �� '°REV Rk�H o AL` � N��R�A g G��ES `�p�Y WI �� ar�oN ��`o�N rH 20'from r��9'z�p��rRl� E� � 12' drivew �YRMI�LS ��A�►D RD�NqN� � P � ��V/ r� clT�y Ow�ATE J -- STREE� ��M//�FR H�� C,S i �T i PERMIT WORKSHEET page 1 of 2 � PERMIT NUMBER New Home � Used Homa ❑ - Installer Lianel Easler License# IH1025210 _ ----- --- ---- - - - ---- --- Hame=instafled-to=the=Manufacturer's=Installallon-Manual ----- --� -------- � 2�- (�` ',,� � Address of home ,"J'1`.1�� P ,I�ri�� r UUc� � �� Home is installed in accordance with Rule 15-C � beinq installed • zephyrhllis,�L 33542 Sinqle wide � Wind Zone II ❑ Wind Zone lll ❑ Manufacturer Chemplon Lenpth x wldth �3'4"x 43'(Including porch) Double wide ❑ Installation Decal# NOr�: !f home is a single wlde flll out one half of the block/ng plan 7riple/C�uad ❑ Serial# ff homa!s a trlple or quad wlde sk�ich!n remalnder o�home Rodf System: X Typical Hinped i understand Lateral Arm Systems cannot be used on any home(new or u e p1ER SPACING TABLE FOFt USED HOMES where the sidewall ties exceed 5 ft 4 in. Instalier'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 spacin� bearing size �p56) (342) (400) (484)' (576)' (676) intarei capacity (sq In) 2� g� � � � � I Show locations of Longitudinal and Lateral Systems � �� ' ' (use dark Iines to show these locations) ' ' ' ' longitudlnal , „ , , , � � i � i � i � " fnterpolated from Fiule 15C-1 pler spacinq table. PIER PAD SIZES I-beam pier pad size 17.5 x 22.5 a ize c n x Perlmeter pier pad size min is"x16° X � x --i...�.,!� .............................•-••-•-•------••-•------•-•---------..............------�,.L1..7 � Other pfer pad sizes X � � (required by the mf�.) x x ��•• •-� Draw the approximate Iocatlons of marriape x � � J wall openinps 4 foot or preater, Use this x mnrrl awoiipie�s �ni�z�o�o oiho operRu �sc • symbol to show the piers. x X Llst all marriaqe wall openin�s preater than 4 foot x and their pler pad sizes below, ANCWORS Opening Pler pad size X a...:..........(.. .,... �...T....T....�....�.........�.....�....i.__�.....�...--�-...7....�....1....�.....�.....�.....�.....:.....�. .�....T....�........�.....j.._.�.....�.....I--......_�..... 4 ft ----- -- 5 ft ------ .... .......... ..�..... , � i i �:::.:�:::�:�::�f::�:�':::::f::�:;:::�.�::�:��:::{�:::......::::�:{_::�f:::�:�:.:::f::�:_�::.:...�.:�::�:�::1::�:��::�::I�:::�:::�:;�::::f:::::E::::i-�:�-{:":�:�_::�.:�-.:��::::::::�f:::�:!:-::-::::::::�: FRaMeTiEs ... ....i......'•. ...'. � T .._.. �....�....!....f......._.r....�.._t �....................�.........�...t...t...�.....:........_'.....�....i.........}....f--......1,.....;..............� , r-�-�� , + � ��"�� I ._,_ � within 2 of end of homa x G � � � � , � �.._..{....................1......._.�.....;...............{ .........�....�....._....�.....�..............f.............._...f.........................f.........._,.�....�............... �............... : $.... � , � ; � � � I I , spaced at 5'4"oc x � . .... 1:::::�::::_::::t::::.1�::::. .............:�--�-�::._�::::.i::::��:::.�::�:.�:::: .........1....�....._.._.�....�I.....�.........��.....�....�-...:....�.....�..... 1�....�. .i. . ..� 1:":::::�:1:::::�::::.1:::�::::�:i � � � , i"'- r i�� ;�� OTHER TIES �... ....�.....�....:..........�.... ....1....1. .......,..........�..........�.....1....�....1....i { � l 1....�....�.....1..........�..........l....�.....1.........i TIEDOWN COMPONENTS � • • { ' � r..............�..........:.......... � N ber 4......... I a � �.... ..............i...._..._�....�.....;....�.... i.......... �. ......�--....... ....�............... , ¢.......-�;-��-{---..�.........�---��f--......._..' ... ... ...; �.._�.......:..... j '.....�....� i---- -...�.._�--..� � � Longltudlnal StablNzing Devlce(L5D) Sidewall �6� , '""". '..... .._..." T'"""f....,""'". t T""""' """1" '"""'I � �.... �.... , � � '- �---� - �- �- ;--��- k.....E....�....�._.. . - f� �--•-�--- �_._�....�...... � � ...1... �...1....� (..--�--...�--..�....�....� ;------....�_....� .._�....�_..T_..1....�. � � � � Manufacturer--------------- -------__ Lon�itudinal �,.: ........_4.......... a.....,. � � � T --�.; a ��:�::.......... ...4._... � � ? ; , ; t��}- ,� , , �- (�-��r--��,-�� t . � �""';" � � 'i � r , i , "'i-� ; f"'��""'1 on, itudinal Sfabilizinq Device w/L�teral Arms Marriape wall i....... .../....... �.....�.....'..........�....'....:.....l.....i.....{..... ` ..�.....F....:....q....'..........�.......... �....: � "' "' , �"""' i , � {"""""' Oliver Tec"hnolo les � ....�....... , f....�....�...............�.....i i � �_...�....1.... ..�. ......i._.1 .� �.....J..._, i Man�facturer 9 Shearwall ,..... ....,.....�......................�....�.....�..-- a 1.....�....,....�.....�.....�.....E....� T ,.-� ,�--f , -. .... ,..........�..... :.....�....I:.::................i.....i.....�................---I::::;:::::�......._..�.....�.........�......................i.....:..........,..._.�.....f:�.......f.:::I::::l:�::1�:..,.....,...........1 PERMIT WORKSHEET a e 2 of 2 PFRflAI'1° Id1111AR�R � . �....... .......r..... .. 51te Preparatlon POCKET PEN�TROME7�R TES7 Debris and organic material removed x The pocket penetrometer tests are rounded down to J�u�psf Water drainaqe: Natural Swele Pad Other - or cheok here to declare 1000 Ib.soil without testin�. ., - -------_ --- -— -�" - - -- - Fasten ng-muH=w -un ts-- �(�� r`� - ---- -----=--- - =--= - �_ ------ ---- - - X,�-JU" X�W X Floor: Type Fastener:-____-_ _ Lenqth:__.__ acinq:-_-- -_--__-___ Walls: Type Fastener: Length: Spacing: . POCKET PENETROMETER 7ESTING METHOD Roof: Type Fastener: Ls , . Spacing: �or used homes a min. ,auqe,8"wide,palvanized metal strip 1. Test the perimeter of the home at 6 locations. will be centered ov e peak of the roof and fastened with qalv. roofin�nails on center on both sides of the centerline. 2. Take the readinp at the depth of the footer. Cy83k8t(weatherprooflnn reouirementl 3. Using 500 Ib. increments,take the lowest reading and round down to that increment. I understand a properiy installed gasket is a requirement of all new and used homes and that condensation,mold, meldew and buckted marriage walls X ��\� �c� ��1l a result of a poorly installed or no gasket being installed. I under a strip J� X�w X l�v of tape will not serve as a gasket. Installer's initi I 70�t0U�PRO��7EST � n Type�asket In ed: The results of the torque prabe test is�U!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 requfre 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 weath�rproofing , 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 Ib h I 'ng capacity. Siding on units is installed to manufacturer's specifications. Yes x �-�� Instalier's initials �ireplace chimney installed so as not to allow intrusion of rain water. Yes x ALL TEST5 MUS7 BE P@RFORMED BY A I.ICENSED INSTALLER Miscellaneous Installer Name l.lonel Easler Skirting to be installed. Yes x No bryer vent installed outside of skirting. Yes x N/A Date 7ested el3/2o�6 Fisnge downflow vent installed outside of skirting. Yes x N/A Drain Iines supported at 4 foot fntervals. Yes X Electrical crossovers protected. Yes NA Other : Electrica Connect electrical conductors between multi-wide units, but not to the main power source. This includes the bonding wire between mult-wide units. Pg. NA Installer verlfles all Informatinn given with this permit worksheet um na Is accurate and true based on the manufacturer's installation instructions and or Rule 15C�1 &2 Connect all sewer drains to an existing sewer tap or septic tank. Pg, 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. Pg. - � �i � �� ,. � i ; � _ �' MODEL 261-1443 1 BEDROO �,1 BATH ACTUAL SIZE: 13'-4"x 43'-0" AREA: 466 SQ.FT. PORCH: 106 SQ.FT. TOTAL AREA: 572 SQ.FT. 43' 35' 8' 9'-4" 8'-4" 17'-4" 1440 1 3 61 r S er � Gfl A� Bath =; Dining � � k Livin Bedroom _ _ , ,9, "� Room Porch � � �W D � FariA� F�Prep � 8 _ _ O � ` ic e � � REFG � � �• �'=� jWRi1 ------- ----- -� � �- -------- � 1 I 1 ��i - - 303 - ,� F-9'-4"�3'9" 13'6" 8'5" 8 �: . � °"""�` � 261-1443 BLACKLINE L-1�1 YANUFACiUYED DEA�Ui1FULLM me+eus:�w coesmmra P.Q BNl�/HW'I1ro EAS�IA/F�a1Y.fi 3X� srve uY'=rvv P I � � I a — — -- ; = j - � � �� i ,i � h u 43' i � � � �� __ _ '*..'�25�WA�elqtFr __ __ __ M � �--, I-BEAM �--, �--, �--, �--, �--, � �as-r o�,oRov Y � �t M � 29'-11"E�cn[u IN�7 � � � `__' `__' `__' `__� `__' `__� � I-BEAM N N I-2'�7'-10" 7'-9" 7'-10' 7'-9" 7'-10"—+2'--I 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED ; ; BLOCKING SIDEWALLS AND EXTERIOR WALL OPENINGS 48" � J OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE. � � � �� 261-RH1431Z �PIER FOUNDATION �� _101 II PWN NANUPACiUIlDElAUi1NLLY I ��,� y�� . rntva�emn�n �ixavu% /II�(ffiMIf�B10fUlEGIRR� ouE reasic zaei -ra P �� I M �� , i 'I , . • • • , . � ' S7'EP 2. DESIGN FRA►nAE SUPPOi2`TS 'I (Hornes Wifhout Perirraeter Blocking) DETERMINE LOCATIONS / � // i All homes require regularly spaced supports along ali 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 �ted near the end of each under homes with 10"or 12"deep I-beams may be no more than 10 feet apart.Generalty, �-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 Wall(Perlmefer Poln[�oad)Plers Required at Openi�gs 4 fl or Greater Doar Plers I�eam Frame � � i Marrfage WaA{PoInFLoad)Piers Figure 10.Typical support i2equlred at Openir�gs 48 or Greater locations for homes not � � requiring regularly spaced Frame Pieis perimeter supports I or FBeam Frame� ?orch Post Piers� V Door Plers 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_ TABLE 6. LOAD ON FRAME SUPPORTS FOR HOMES NOT REQUIRING PERIMETER BLOCKING—Ibs. � - - � - - �� - - 2490 2820 3140 3600 2810 3170 3520 4030 3120 3520 3900 ' ___�_._.._.�y._.�___.__.___._--�-----�— __-----..______e._,�._�-----�___;:-_r__�,:-------------------•------�— : � 3T30 � 4230,' s 4710 5400 - , 4210 4760 ,,,� , 5270 ," 6040' ' . 4680 • 5280 5840 -�.�..a_�.---�_.._,..,._.___�.�_____.,.__..�.�.�______�,�,_._.._...,__— �_�,_..__.._._..__...,._._._________..._.^_---___..._.v._ 4980 5640 6270 7200 5610 6340 7030 8060 6240 7040 7790 ._.- —____....�_._�,__._;�_�___..___--._.__.T...__----------.�_....-r--- - -------r-- -------�--..�,_._.._—- •-----=-- � ' 6220 .' 7040 � 7840' " - . 7010 7920 ' 8790 - 7800 8800 � 9730 - I �P��pF A L,qB�i q •• • • � • • - � . `' PHILLIP J. 9 CO�P�ND /� U � `ENf3FCS�SIO�VAL � NO. � - 32035 p O� O @sS�Of1U�Ei1gn6 June 1,2015 • ,,,�,;,,.,�,�„p.�,,,,,,.,,«r Manufadurer's Installation Manual-June 2015 �g i i� i . , : ; � - �'� - ; ; APPROVED PR4DUCTS �� k'OR THE ; INSTALLA7[`�ON OF MAI�TUFACTrJRED HOMES ' MOBII,E HON1E SAFETY PRODUCTS continued... � Dba Oliver Technologi�,Ins. � P_O_Box 58/467 �, Hohenwald,Tennessee 384b2 e b DZAXIMUM PIER LOADS IN POUNDS BASED ON SDIL VALUES Pad Area 1,000 ib. 1,SOO lb. 2,000 Ib. 2,500 lb. 3,000 lb. Remar�s � Con rataon s .ft. so�1 soil soil soil soil 1VIax. I 1 b"x 16" 1.77 1,770 2,650 3,450 4;420 5,314 5,�10 � 1 b"x 16" 1_78 I,780 2,b60 3,560 4,430 5,340 5,320 i 16"x 18" 2.0 2,000 3,000 4,000 �,000 6,000 6,000 16"x l8%z"(zounded) 2.0 2,OD0 3,40Q 4,000 5,000 6,000 6,000 18%Z"x 181/�"x 15/16" 2.360 2,36p 3,550 4,730 5,910 7,fl90 7,090 �' 18'/Z"x 18'/Z"x 3/4" 2375 2,375 3,563 4,750 5,598 5,598 5,600 ' 13 '/a"x 26%4" 2_4 2_375 3,563 4,750 5,938 6,400 6,400 1 T'x 22" 2.5 2,500 3,750 5,000 6,250 7,500 7,500 � 20"x 2Q" 2_75 2,750 4,125 5,500 6,875 S,Z50 8,250 1�' %z x 22�"(rou�zded) 3_0 3,000 4,500 6,000 7,500 9,000 9,000 17 r/Z"x 25'%z" 3.0 3,000 4,500 6,000 7,500 9,000 9,000 -.,� °, 24"x 24" 4_0 4,000 6,000 8,000 8,000 8,000 8,000 21,_13"x 29_13"(roundecn 4_0 4,000 6,000 8;000 S,Q�O 5,000 8,000 � 23 '/a"x 31 %4" 4_698 4,698 7,047 8,000 8,000 8,OQ0 8,OQ0 � NI PAD CONFIGURATZONS a Pad Description Pad Area 1,000 lb. 2,000 lb. 3,OOd lb. � � ramid Footer ConS arafion s .ft. soil soil soil I (2) 13 34"x 26'/4"as a base and(1)20"x 24"on top 4.8 4,800 9,500 NIA Thr�e(3) l T'x 22" 5.0 5,000 ]0,40b N/A Three 3 17'/Z'x 25 '/z" b_0 6,000 12,fl00 NJA i� � CAP BOARDS � MODEL# IDENT�ICATI�IIT DESCRIP'ITON � OT1CB1 ' Plastic Cap Board 1"x 8"x 16" � i OT1CB2 Plastic Ca Board 2"x S x]b" The cap boards were test on CMI�pier(C90)with either a single or double stacked cap boards. � " Re'' ed 10/10 l] .� � - I , � I ' � � i