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HomeMy WebLinkAbout18-19656 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020, 19656 J BUILDING PERMIT -- PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19656 Address: 3432 PYRITE DR LOT 195 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET-UP Township: Range: Book: Proposed Use: MOBILE HOME PARK Ldt(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 24-26-21-0050-00000-1950 Improv. Cost: 2,400.00 7 OWNER INFORMATION Date Issued: 5/17/2018 Name: KELLEY LINDA S TRUST KELLEY L S Total Fees: 200.00 Address: 115 OLD CONYERS DR Amount Paid: 200.00 STOCKBRIDGE GA 30281-2641 Date Paid: 5/17/2018 Phone: 770-401-5307 Work Desc: PARK MODEL SET UP 38 X 14 CONTRACTORS APPLICATION FEES HI TECH CONSTRUCTION SERVICES IN PARK MODEL SETUP 65.00 LILLEY AIR CONDITIONING INC PARK MODEL ELECTRIC 45.00 HI TECH CONSTRUCTION SERVICES IN PARK MODEL PLUMBING 45.00 LILLEY AIR CONDITIONING INC PARK MODEL MECHANICAL 45.00 PARK MODEL MECHANICAL Ins ections Refired 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 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. "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. ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � /��/ 1•LO/11UH City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: F6 U Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer—PO ytxaminer Date C ntr or and/or Homeowner (Required when comments are present) 1 . ' 1 Bt340t mm City ofZephyrdiUS Pat&T tApplication �sls-78�aazl t3u'dutg Hens.-tmc: !i�erReI Ir Phone GonInufarPeanitnng t' Ch—sName L' K-- ownerPhc=rhrmber p -tf OtmetsAad— r 1 Oenrcrph»zreNrrmbtr FoeS=pinTrdaLolderNnrae Owner phase rhueber Fee simple Tltlehohldrudmts 1 rA4 JOB ADDRESS 3 LOT /�/�y SUBDIVISION O\ PARCH - O �i- 00 -I O IQm`7tm='mmwm"TAYhorn:% 11IDRKPROPOSF..O r.xLvcausv.. D1P1T Q SIGN Q Q OF_t+iOLISFt INSTALL REPAIR A7REPAIR PROPOSEDUSE Q SFR Q COMM Q OTHER' YVPEOFGOA,aMUC IMM Q BLOCK [ FRPME STEM Q--��y - oEscwpmpN OF'��wGRK ip 'LS� A�l`i��lt�c{��ri� a n�n\10 - -R��f4�1 /SCE t-Er � �[��-lam F.C^-=. BURRING SIZE ',�{-�� x I"! SO FOOTAIE HF]Gs� �SLII�IIS6 •I XUATION OF TOTAL CO:,MTRU=DM 4 - '- Fs.6crwcat. s 0 J ;MISI RV`ICE t CO p. PROGREESS ENERGY Q LY.RE.0 QPLUAEffitSG W..CH=CAL ;)L' VALUAT,CRjCF MSCHAn1M I?=AI1A-nQf4 S QGAS Q RCOANG Q SPECIALTY Q OTHER FINISHED5VOO2eLEYATIONS E== FLOODZONEAREEA Q%LS i;0 T -"-'' ^-•�'� B rix s• s e' als: as r �s_1s...c BUILDER COMPANY �I QL� �(� �l tc-( I�✓1 C-f!I C SIGNATURE AE MTEM— I YIN I FEE cxunm. _ yyy IN .y Addressx t p a License;!11 4 FlECTRICIAr GOAIPANY FLi f I eu (fit r T`(h(y SIGNATUREp riESISISA D Y IN ML /Ijkellse-I r- PLU128OZ - J COMPAW ►y'.L (e cl�l l M.4 EL r 34 ,. C ,.1— SIGNATURE / R£GL:rErA Yl N I FEEe311 YIN Address - i.-A&L 3 Li. LQ-+ 1 MECHANICAL COAPANY lr L ✓ f�j,. I SIGNATURE .r� / YIN IIL3:G.'i-'.l'� l'I N fFE CtI,�}r. Addre... limrscw !� >3 7�OtF OTHER CWWA?.- I l'1 N FEEQE2E1 I Y:N Addrrsc licenser. RESTO131rTiAL. ARadl[2]PlitPlarr(�seCa'Bu'15gq Piarrl(1]set of C-reryyFern�R-0-N Pertn3lo:nevmrctugimt PE;dmum lPJl(10)�t:rkittq dsyssRC� C8la RCp'tcr'.A C�tw Cor>,trr¢Sn"o PtargStmrsattr PJrucwl S+CF�cE ua +�.4,T1. . Sanrtzn Fae�sS 9.a Y.r;StnlNcfc Peairtler-•a•��^^�,•;x•pro�ds COMM=RCIAI E�c�Fon:s R�YZPemtrer =Zuncem_ .%-*nam ten tlD)temedina )saSa9lbec52v!'rs R2C�>edens?'.tat> tl'ro»Planr~S.oir�9t�P.a+esaJS4Fcnaecs'n1kd. SanilasYFayTSG&1dutnnstxS¢elhorirPenralfora9cwarp+a[r*.ALennrn�doln earsmu„mertern;1:v= SIGNPaww AtmthMwMe[EngrtL�P�ns •-`PROPERTYSMVEYregCt cdfcralllLcWp¢sLv.t n Duecliatic• (:9t etula�p!ie;IGOrr a!InpludS_ O+ner 8 CLXI•IrdpiorsigA Oa�o[appl;ertien,tztiaed lfnver52�V,alloticenfCommarzexnentCs:cquirc� �A1Cnpgradrsav�5736Dj •• Agent ZfarCa acntn�+cd erPeeletol A:lnmey(tarlhen�}wmdd te�++mxvihco:�vMfei�[[om c.Tnef arUm+'uit9 sam.? OVERSItE CODtiTETi PtZRbIRING (mny a`mnx�r+Ry�� RnmcL-i[�rSlglcs Sewers Se MCQ Uprra&a7 AFC •Fend(PInt55mtaylFca1age) DriL+nvayzrNnT oeerCom:te.-Ton puhtieroadt�y-�..r:ee�ROYI 40TICE OF DEED RESTRICTIONS: The undersioned understands that this permit may be subject to"deed*restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any appticable deed restrictions. UNLICENSE11 CONTRACTORS AND CONTRACTOR RESPONSIBILITIES- If the owner has.hired a contractor or contractors to undertake work,they may be requited to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law,both the owner'and contractor may be cited'for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009- Furthermore, if the owner has hired a contractor or.contractors, he is advised to have the contractor(s)sign portions of the"contractor Block'of this"application for which they wilf be responsible. If you,as the owner sign as the contractor,that maybe an indication that he is;not properly licensed and is not entitled to perm.itting privileg6s in Pasco County. - TRANSPORTATION(MPACTIUTILMES IMPACT AND RESOURCE RECOVERY FEES: The.undersigned understands spat Transportation impact Fees and Recourse ecourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing.buildings,as specified in Pasco County Ordinance number 89-07 and 9"7,as amended. The undersigned also understands,that such fees,as may be due-,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a'certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be Paid prior to permit-issuance. Furthermore,if Pasco County WatedSewef Impart fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more I certify that 1, the applicant, have been provided with a copy of the 'Florida Ccinstruction Lien Lavv—­Homeowner's Protection Guide'prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone. other than the'owner',I certify that I have obtairted.acopy of the above described document and promise in good faith to deliver it to the"ovmer'prior to commencement -CONTRACTOWSIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance With all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all Work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations,and land development regulations in the jurisdiction. I also certify that l'understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not It ffifted to: - Department of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment - Southwest Florida water Management bistrict-wells, Cypress Bayheads. Welland -Areas. Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Seolic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply lo the use of fill. - Use of rill is not allowed in Flood Zone'V'unless expressly permitted. - If the fill material is to be used in Flood Zone'A", it is understood that a drainage plan addressing a .compensating volume"will be submitted at time of permitting which is prepared by a professional engmser licensed by the State of Florida. If the fill material is to-be used in Flood Zone"K in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stern wall. If fit material is to be used-in any area, I certify-that use of such fill will not adversely affect adjacent properties. If use of fill is found toadversely affect adjacent properties,the owner may be cited for violating the-condiflons of the building permit issued under the attached.permit application,for lots less than one(1) acre which are elevated by fill,an ongineeted drainage plan is required. If I am the AGENT FOR THE OWNER I.,promise in good faith to inform the Owner of the permitting conditions set forth in this:nrRdavit prior to commencing construction. I understand that aseparate permit may bu required rut eleclrlt:al work, nlutinhinti•sIons,wells, pool&,air condifinnina,gniz,or other inst=lt2fions not.spoeffically inrJudod in the applicotion. A permit issued shag be construed to be a license to proceed with the work and riot as authority to violate,cancel,after,or set aside any provisions Of the technical codes,nor shall issuance of 8 permit prevent the Building Official from thereafter requiring a correction of,errors in plans,,consftction-orviolations of any codes. Every permit issued shag become invalid unless the work authorized by such permit is commenced vVilbin:six-months of permit issuance,or­if work authorized ized-by the permit is suspended or abandoned for a period or six(6)months after the time the work is commenced. An extension at.ay be requested.In writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. Ifwork ceases for ninety(90)-consecutive days,the job is considered abandoned- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. IF YOU INTEND To OBTAIN FINANCING.CONSULT WfM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT- FLOPJDA JU I RAT(F.S C-01) AG CONTRACTOR____dR A CONTPACTOR his ahscribefend �t d M 0ff. belage-mal is r'efen,70� 0 �a prolluced low rsim2fly 10?ra oi VY60 Ware persona 17M me or produced IIMP ly. aw;M'dication. A C, --ritificatiom I NotaryP(ibllc Notary Putift Wish a. Comm on issi No. 1, bra of Notary typed,Ontodb?stamped Name of N poniedorsta Notarq' u �Gc Stara of Ftcxida Paula L Elliott My Commission FF NOTARY PUBLIC expires 101(5�12019 F Henry County State of Geo My Comm.Expires MAP OF SURVEY PCP NAIL & DISK ELECTRIC TRANSFORMER ' VEtRIZON BOX - f'589-31'23"W 70.25'(F) FIR1/2' S89'43'30"W 69.50'(P) NO ID SCALE: 1" = 20' j FIRi/2" ter NO'IDPAVE En2" PVC�PIPES` -eSPiGOT 5'3 N J N r V tl RAISED DIED 4�EABSLAB VE B OTHER CONCREr� AND PAVERS 3 0 U Lao _j Q 5.7 2C � En o 2a o O CONCRETE SLAB FLUSH WITH. PAVEERS _a a z tu Ar N z z rn a 12. o RGA �' 2"z w FIR1/2" 7' Rap 0a ID a o v NO [D O•�p`gCE. Q � f 4k aO�T 0, �ryo° w 644 A � yGy� rV�R L) 6' �s42 Q�S FS �—h O PCP NAIL & DISK �7 e ?C 9 Q� X h ALL VVoRK SHALL COMPLY BODE P��'�ELlNO 6, 1_�t�I� ELECTRIC CODES FLORIDA�3�1 DINS METER POST J NATIONAL ELECTRIC CODE, ��" I� � AND THE CITY OF ZEPHYRHILLS ORDINANCES RF-V1E-10 CURVE 32 (P) CHORD BEARING= N10'37'03'E CHORD UDISQGE 8.78' AGS 2. O CURVE 32 (F) PLA1N7 CHORD BEARING= iJ10'01'48"E CHORD DISTANCE= 38.76' DESCRIPTION: (PER DEED) RADIUS= 182.00' I LOT 195. EMERALD POINT RV RESORT, PHASE THREE, A SUBDIVIMN ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 38, PAGE 7-17, IN PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. CURVE 6 (P) CHORD BEARING- N12`46'22"E CERTIFIED TO: (SEE SURVEYOR'S NOTES NO. 4) CHORD DISTANCE= 73.58' JIM KELL.EY RADIUS= 170.00' PARK MODEL CITY & RV SALES CURVE 6 (F) CHORD BEARING= N12`47'29"E CHORD DISTANCE= 73.50' PCP NAIL & DISK RADIUS= 170.00' 1.)This Is a Boundary Survey made on the ground under my direct supervision and It substantionally meets or exceeds the minimum standards of LEGEND practice for all land surveys as act forth In 5J-17 Florida Administrative Code,pursuant to Chapter 472.027 of the Florida Statutes, FIR = FOUND IRON ROD SIZE NOTED 0 2-)No doamenta or record reflecting right of wogs,easements,or ownership were fumished this surveyor except those as shown or noted hereon PCP = PERMANANT CONTROL POINT 3.)No underground improvements(sewer/water lines,concrete foundations,ate.)have been located except those shown and those are supported by (P) = PLAT MEASUREMENT OR TEXT visual evidence and/or utility provider data,and no excavation was done to verify their location or existence. (F) = FIELD MEASUREMENT �i 4.)7his Survey was prepared for the named entltIe&No other person or entity is entitled to rely upon this survey for any purpose whatsoever without express written consent from the Certifying Land Surveyor.Nothing herein shall be construed to give any rights or banifits to anyone other than those NO ID= NO IDENTIFICATION to whom certified. �j 5.)Shown anywhere on this Sketch,the word'Certify Is understood to be an expression of a professional opinion based upon the surveyors best a knowledge.Information and belief,and that it thus constitutes neither a guarantee nor a warranty. THIS SUR I%EY.-%S -NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE -- _ 3432 PYRITE DRIVE "Not valid 7Hitiiont the signature and-the original raised ZEPHYR HILLS,FLORIDA seal of a Florida Licensed Surveyor and Mapper" SHEET 1 of 1 csor KENNETH MICHAEL HINF.S Date:02-27-2018 PROFESSIONAL SURVEYOR&MAPPER 9926 NORTH RD 33 KEAWETH-MICHAEL-HINES-P.S.M. #6196 Polk City,FL 33868 PHONE(863)812-2885 ace uw r� vino ss JOB No.1802—t 3A 1230 SW loth Sheet !OLIN Ocala,Florida 34478 Ph(352)-629-7571 Date 4/16/2018 To whom it may concern: In reference to serial # DX61-0657-K Model # 3172D Skyline Corporation, hereby certifies this home was built to comply with the Current Wind Zone III requirements of the H.U.D. Manufactured Home Construction and Safety Standards Act at the time it was manufactured. If we can be of further assistance-in this matter, please contact us at the number listed above. Barbara Scallatino Sales Coordinator 4. _ OLIVER TECHNOLOGIES, INC. "9 ALL ►F ON INSTRUCTIONS FOR FLORIDA >@IAODEL 1101 "W, SERIES ALL�STEEL FOUNDATION-SYSTEM PAN & CONCRETE (revision 6/071 PATENT#6634150.&-OTHER PATENT PENDING a 15596 STD E ' i�©• .�JCS �,. � i� �� ijCti"•tom E"'sv"� JUG. 2�200� h s'< V n page I OLIVER TECHNOLOGIES,.INC. --- revision 6/07 FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101 W"SERIES ALL STEEL FOUNDATION SYSTEM ^. MODEL 1101"r-.(STEPS-1-15) LONGITUDINAL ONLY-FOLLOW STEPS 1-9 FOR ADDING LA7FR4L ARM:Follow Steps 10-15 FOR CONCRETE APPLICA77ONS:Follow Steps 16-19 ENGINEERS STAMP ENGINEERS STAMP 1.SPECIAL CIRCUMSTANCES:If the following conditions occur-STOP! Contact Oliver Technologies at 1-800-284-7437: a)Pier height exceeds 48" b) Length of home exceeds 76'c)Roof eaves exceed 1W d)Sidewall height exceed 96" e)Location is within 1500 feet of coast INSTALLATION OF GROUND PAN 2.Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C). 3.Place ground pan(C)directly below chassis I-beam.Press or drive pan firmly into soil until flush with or below soil. SPECIAL NOTE:The longitudinal'W brace system serves as a pier under the home and should be loaded as any other pier.It is recommended that after leveling piers,and one-third inch(1/3")before home is lowered completely on to piers,complete steps 4 through 9 below then remove jacks. tNSTAlLA ]ON OF LONGITUDINAL"V"BRACE SYSTEM NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM qW. A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TEST PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TEST READINGS ARE BETWEEN 175&276 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276&350 A 4 FOOT ANCHOR MAY BE USED.USE GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY W41".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA RECI). 4.Select the correct square tube brace(E)length for set-up(pier)height at support location.(The 18"tube is always used as the bottom part of the longitudinal arm).Note:Either tube can be used by itself,cut and drilled to length as long as a 40 to 45 degree angle is maintained. PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE (Approx 45 degrees Max:) Tube Length Tube Length T3/4"to 25" 22" 18" 24 314"to 32 1/4" 32" 18" 33"to 41" 44 18" 40"to 48" 54" 18" 5. Install(2)of the 1.50"square tubes(E (18"tube))into the"U"bracket(J),insert carriage bolt and leave nut loose for final adjustment. 6. Place I-beam connector(F)loosely on the bottom flange of the I-beam. 7. Slide the selected 125"tube(E)into a 1.50"tube(E)and attach to I-beam connectors(F)and fasten loosely with bolt and_nut. 8. Repeat steps 6 through 7 to Create the-V"pattern of the square tubes loosely in place.The angle is not to exceed 45 degree and not below 40 degrees. 9.After all baits are tightened,secure 1.25"and 1.50"tubes using four(4)1/4-14 x 3/4"self-tapping screws in pre-drilled holes. INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEPJI THE MODEL 1101"V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES&FRAME TIES. NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT S'4". FOUR FOOT(4')GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. 10.Install remaining vertical tie-down straps and V ground anchors per home manufacturer's instructions.NOTE:Centerline anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall anchor loads in excess of 4,000 lbs.require a 5'anchor per Florida Code. 11.NOTE:Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location.This frame tie& stabilizer plate needs to be located within 18"from of center ground pan. 12.Select the correct square tube brace(H)length for set-up_lateral transverse at support location.The lengths come in either 60" or 77 lengths.(With the 1.50"tube as the bottom tube,and the 125"tube as the inserted tube.) 13.Install the 1.50 transverse brace(H)to the ground pan connector(D)with bolt and nut. 14.Slide 1.25"transverse brace into the 1.50"brace and attach to adjacent 1-beam connector(I)with bolt and nut. 15..Secure 1.50"transverse arm to 1.26"transverse arm using four(4)1/4"-14 x 314"self-taaoina screws in pre-drilled holes. OLIVER TECHNOLOGIES,INC. Telephone:931-796-4555 1-800-284-7437 Fax:931-798-8811 _ www.ariveriedmotogies.com Florida approved 4'ground page 3 anchors may be used in all '' ��" "revision 6/07 locations except when t , - home manufacturers sped- // fR? ficalions for sidewall straps are in excess of 4,000 tbs. i Transverse arm I-beam ;; Ii w V,0 These locations require a 5' connector anchor.Per Florida Code. H-Transverse arm Top(1.25-) / { bottom{1.5•} C=GROUND PAN GROUND PAN CONNECTOR r D= i ff'~ may. U BRACKETS TRANSVERSE f3-Ground F-_-V brace t-beam Pan connectors I E=TELESCOPING V BRACE transverse `y/ TUBE ASSEMBLY W/1.5 BOT- connectors J-ground Pan TOM TUBE AND 1.25 TUBE V Bracket INSERT F="V" BRACE 1-BEAM CONNEC- TORS ASSEMBLY E- v Brace Tub H=TELESCOPING TRANSVERSE Top(tz5-) ARM ASSEMBLY /-' Bottom (1.5') �{ I=TRANSVERSE ARM 1-BEAM c-Ground Pan CONNECTOR J=V PAN BRACKET Model# 1101 "V" r —I-beam Hat clamp Longitude nude d Alternate Hole for (1)Per Assembly 9 dry Narrower Beam Flange --- concrete bracket part#1101 D-CPCA d � Grade5-1/2'x1"o Carriage Boil&Nut ty„ Wet bracket part# 1 f 1101 W-CPCA not . aµ Grades-1/2"x21/2" Model 1101 CVI� shown M" fir". Carriage Bolt&Nut "z"'=`�='":'''• I-BEAM CONNECTOR BRACKET Model 1101 CVW not shown lFlarida approved 4'ground w C=CONCRETE FOOTER/RUNNER anchors may be used in all .tacattons except wrists home p=CONCRETE U BRACKET TRANSVERSE t �---•� ;manufacturers specifications // if CONNECTOR(connects with grade 5-1/2"x 2 ;for sidewall straps are in 1/2""carriage a bolt&nut :excess of 4,000 tbs. I- Transverse arm I-beam g .r Irtt{!iili"„�=I: Flotations require a 5'These anchor. connector i- ;J i. E=TELESCOPING V BRACE 'Per Florida Code. <H`Transverse arm TUBE ASSEMBLY W/1.5 BOT- Top(1.25') TOM TUBE AND 1.25 TUBE bottom(1.5') INSERT F="1/" BRACE I-BEAM CONNECTOR ASSEMBLY C-Concrete am . (connects with grade 5-1/2"x 4"carriage bolt U bracket connectors &nut) transverse �Yi H=TELESCOPING TRANSVERSE ARM connectors ' � J-Concrete ASSEMBLY N Bracket I=TRANSVERSE ARM I-BEAM CONNECTOR (connects with grade 5-10 x 21/2-carriage bolt &nut) E-•V'Brace Tu _ t J=CONCRETE"V" BRACKET(connects with Top(1.25") grade 5-1/2"x 4"carriage bolt&nut Bottom (= : 1.57 g 9 r. � . t fConcrete - ootenf Runner Model# 1101 C "V" . OLIVER TECHNOLOGIES,INC. - Telephone:931-796-4555./­,, 1-800-284-7437 Fax_931-796-8811 www.olivertechnologies.com - i w s INS,TALLATIO page 2 USING CONCRETE RUNNER/FOOTER revision page 2 16. A concrete runner,looter or slab may be used in place of the steel ground pan. �. a) The concrete shall be minimum 2500 psi-mix b) A concrete runner may be either longitudinal or transverse,and must be a minimum of 8"deep with a minimum width of 16 inches longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of the concrete(see below). c) Footers must have minimum surface area of 441 sq.in.(i.e.21"square),and must be a minimum of 8"deep. d) ,If a full slab is used,the depth must be a 4"minimum. Special inspection of the system bracket installation is not required.. Footers must allow for at least 4"from the concrete bolt to the edge of the concrete. NOTE:The bottom of all footings,pads,slabs and runners must be per local jurisdiction. LONGITUDINAL:(Model 1101 LC"V") 17. When using Partt#11Q1-W CPCA(wetsett,).simply install the bracket in•runner/footer OR When installing in cured concrete use Part# 101-D-CPCA(dryset).The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"x3"concrete wedge bolts(Simpson part# S162300H 518"X 3"or Powers equivalent).Place the CA bracket in desired location. Mark bolt hole locations,then using a 5t8"diameter masonry bit,drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes.Place wedge bolts into drilled holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt).The sleeve of concrete wedge bglt needs to be at orb low the too of concrete.Complete by tightening nuts. LATERAL:(Model 1101 TC"V") 18. For wet set(part#1101-W-TACA)installation simply install the anchor bolt into runner/footer.For dry set installation(part#1101-0-TACA) mark bolt hole locations,then using,a 5/8"diam.masonry bit,drill a hole to a minimum depth of 3". Make sure all dust and concrete is blowri.out of the hole.Place wedge bolts(Simpson part#S162300H 518"X 3"or Powers equivalent)into(D)concrete dry transverse connector and into drilled hole.If needed,take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit the top of threads on bolt),then remove the nut.The sleeve of concrete wedge bob needs to be at or below the too of concrete. 19.When using part#1101 CVW(wetset)or 1101 CVD(dryset),install per steps 17&18. Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2. • =STABILO RPLATEAND FRAMETIELOCATON (needslD bebce!edwiM18himsdwrili 'ofglotrldpraneraxrmle) 3 r---L- LOCATION OF LONG'ILIDINAL BRACING ONLY 4 pp,=u--1RANSVERSE&LONG11UDINXLOCATKW REQUIRED NUMBER AND LOCATION OF MODEL 11Q1 "V" OR 1101 C "V" -- - ACESiF+C�R-UP-Tf3-4!'92 Qt}F19119l1 ALL WIDTHS;AND LENGTHS UP TO 52' • • • i • K3 • • • i •. ALL.WIDTHS;AND LENGTHS OVER 52'TO 80' • i • i • i +! • i • JJ_ • • • • • i • �. HOMES WITH 5112 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS 6 systems for home lengths up to 52'and 8 systems for homes over 52'and up 80'. One stabilizer plate and frame tie required at each lateral bracing system, i ADDENDUM TO INSTALLATION INSTRUCTIONS FOR TIE-DOWNS S ON SINQLEWIDE UNITS Bringing.4rrzeKW 0177e LOCATED IN WIND ZONE 11 OR 111, SMOSURE D. JCP ##iS 435112 max-roof tk Canlaraos m �}---2 atm i1 R= 435i — M113 os Sidewall Straps and Anchors to be spaced CLO"o"c.ma:.Wind z Zone 11 or fit, Exposure D_ i=adory irtstatteedfre �` d��p f��f��r x See note?_ site installed fie- �4� ° h- E doarn s - Maio f-$earn PE39600312 °f (typical)_ 0 • STATE OF ?�j 4 Floor � = ��Jlurssrtrrti�tt�1 H .Jeffrey T Legault $ < 2008.-.1.;3 g 09241.02-QS00' Unit i abfe 1 Strap angle Width H(max.) Strap Angie coax.) Typical pier and fooling CiyAi ) 12' 48" 21.7-degrees 14' 4S" 20-0 degrees- - I Sidewall"fie-Clown Straps Ground anchor tty�nr�ll 16' 48" 18-6 degrees Bracket Main Beam 4 Endwall Straps and Anchors at Pier End wall Try each end of waif:at Vflind Zone 11 30"ag Down strap or Hi, Exposure D. dew \ Anchor wrM SiabT¢er Plee — _ l,,, Endwall'1-if-,Down Straps f Motes: 1 I)For strap to i-Beam attachment refer to the Skyline Corporation Manufactured Florae Instauation Manna]. Z)For all other requirements refer to the Skyline Corporation Manufactured Pwine Installation ManuaL 3)Straps and anchors to be rated for 3150 lbs.of working stress(rnhL)_ 4)Main I-Beam spacing is 99_5"for 14'and I6'wides,825"for 1 Z wides_ See._ ¢ t 5)Exposure D is intended for homes located within 1500 feet to the coast in Wind Zone II or III: 111._ 51 Paat;93B 7-aoas oa�oss-_oas t 4y� I I � . 1` MAX. -1' MAX.----------- ------- ~ ff }} in { 1244# 1244# 7701, 77Or 77— FLORIDA ONLY PIER POINT LAYOUT(PIERS I-BEAM & CENTERLINE WITHOUT PERIMETER FOUNDATION) PIER POINT LAYOUT 209 NOTE: ALL UTILITY DROP MEASUREMENTS ARE APPROXIMATE 42/06/2o1s 3172 D S I DIVISI11 15 ; BMW DESIGNED FOR 20 PSF ROOF ZONE 111 341 552�, 112 34 553 o I I-BEAM PIER SUPPORTS: SEE INSTALLATION MANUAL TABLE 6 , FIG. 10 FOR SPACING AND LOAD REQUIREMENTS. 115 345 571 5 1 Dxnwx BY EtS z � 125 " 355 591 w .I 1 OOF h SIDEWALL PIER SUPPORTS: SEE INSTALLATION MANUAL TABLE 5 FIG. 9 FOR SPACING AND LOAD REQUIREMENTS. 131 l528 812 i DAYS 02/06/2016 4HE 201 y SEE ABOVE DIAGRAM FOR LOC. OF STD. PATIO DOORS OR 48" OR LARGER OPFt , 143 1531 SHEET OF X COLUMN SUPPORTS: SEE ABOVE DIAGRAM FOR LOCATIONS &LOAD REQUIREMENTS @ 2O#ROOF ZONE, K811e 11711 X 153s1. BOX LENGTH ' DESCRIPTION DRAWING NUHBER DwN By.msB I DAB:08l-61i3i3 SEE TABLE 10 OF INSTALLATION MANUAL FOR FOOTING SIZES. y 1171' 1536 1 3$-3 3$14-1F1K TIM - EdUOi+30 14-0415$ �l■ 6061 Hamilton Dr. Fort Myers, Florida 33905 Phone:239-690-1645 FAX:239-690-0408 PA R KM O D E LC ITY @ EARTH LI N K.N ET To whom it may concern, I am submitting for a building permit to install a H.U.D.built 2018 Park Model into Emerald Point RV Resort. I have enclosed the following: Application signed by both the owner and contractor 3 copies of survey 1 copy each of: Ink, Block&&Wind Zone 3 letter. Letter from Hi-Tech permitting the me to apply for and pick up permits Info on Oliver Tech.system Skyline installation manual Please let us know if you need any further information from us. Please call me when the permit is ready and I will pick up. Thank you Michelle Roberts Park Model City 239-690-1645 HI TECH CONSTRUCTION SERVICE, INC. P. O. BOX 878 WINTER HAVEN, FL.33882 PHONE: 863-968-0731 FAX: 863-968-9462 Carl A. Bryan License#IH/1025137 To:City of Zephyrhills I,Carl A. Bryan, President of Hi Tech Construction Service, Inc.,authorize Michelle Roberts to submit,sign,and pick up permits. Carl A. Bryan Contractor/President Sworn to and subscribed before me by Cl-,k\ rt 1 A4/\ ,who is personally known to me this \S1`` day of Mfl P&\ 018- Notary Public 01"ope=EMOU Florlda r° `State of Florida (seal) FF 8068 1 Plan. Review Modular .Horne Set-ups and Aluminum.Packages 1,):All property.markers shall be exposed and: clearly.-marked at time of first inspection: .. 2) All setbacks shall be met.: . All garages shall com 1 with�section_ 2 Fire se aration P y ( . p. ). 4 .Access shall be mad e available at time of inspection. 5) Manufacture.specification:manual..approved plans.ah&pe'rmit:.shalI be available at. time.of inspection. 6) No electric lumbing; mechanical or_frd.m is to N covere p .. :. g:. . _ d w . _ Inspecti-on and . . . itliout approval:first. .7)_R.O.W Use permit.required-for.driveways- on public:streets; 8)At.least 10' separation between other units in uriplatted locations. .9)All work.shall-comply with the F.B.C; 6th edition and the,'2014 ME.C: 10.) Cleari-outs.shall be installed,per code. R.O.W. Right Of Way F.B.G. =. Florida Building Code N.E-!C. -. National-Electric Code ,t CITY OF ZEPHYRHILLS, FLORIDA 5335 8TH STREET CONTRACTORS COMPLETION NAME: Hi Tech Construction Services Inc DATE: August 14, 2018 ADDRESS : 3432 Pyrite Dr Lt 195 PARCEL I.D. 24-26-21-0050-0000-1950 SUBDIVISION : Emerald Pointe TYPE OF BUILDING : replacement park model 38 x 14 PERMIT'(s) by#19656 Final: 8/13/2018 REMARKS : BILL BURGESS BUILDING OFFICIAL/ JB