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HomeMy WebLinkAbout09-9253 CITY OF ZEPHYRHILLS • 5335 - 8TH STREET (813)780 -0020 9253 BUILDING PERMIT ; . Permit Number: 9253 Address: 3826 QUAKER RIDGE ST Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET -UP Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1210 Improv. Cost: 2,400.00 m ,7' a Date Issued: 6/17/2009 Name: NHCFL115 LLC Total Fees: 175.00 Address: 6991 E CAMELBACK RD STE B -310 Amount Paid: 175.00 SCOTTSDALE AZ 85251 -2493 Date Paid: 6/17/2009 Phone: (813)780 -9308 Work Desc: PARK MODEL SET UP 494 SQ FT _,:.. € `. 3 ..`,y g' I EASLER, LIONEL L. PARK MODEL SETUP 60.00 PARK MODEL ELECTRIC 40.00 CRANDALL, RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 35.00 • EASLER, LIONEL L. BAHR'S PROPANE GAS & NC, INC. � eti., , �t � • €' �'$'g4 PARK MODEL MECHANICAL p PARK MODEL PLUMBING /� PARK MODEL SET -UP ri n (J �� PARK MODEL ELECTRIC a/4 f 'J l REINSPECTION FEES: Reinspection fees will comply with Florida ` Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." I■C• NTRACTOR SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER --",--N a z ,,; ;"' City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: rj-it ski- 111 1 Date Received: CO -it-6? Site: 3 e 2 audk v. tol sr Permit Type: AK k , 04 / C T C Approved w /no comments: ❑ Approved w /the below comments: [ Denied w /the below comments: ❑ 0 fill & oe.er (flVkfrS Sti (9e offend fill sue' (icy Az Stviii be vile. 3 1 / / , id 19 0 / ; This comm t s et sh be ept with the permit and/or plans. (6 -16 Kalvin Switzer — Plans xaminer Date ontr and/or Homeowner (Required when comments are present) Date �p� q 1- s Received Received Re.d 1 1 Prone Contact for Permitting V b l n L lS !ill - 1 t , 1 Owner's Name I N 1 Ft-- 11 ; � 7 LC 1 Owr Phone Number I N, 1 - (� 3.1 ` c I$ i -^^ owners Address IVrr ..; s ._►i1 -_ �l N. ��`.si_•_ Owner Phase Number 1 Fee Simple Titleholder Martel N A Owner Phone Number 1 Fee Simple Titleholder Address IN h JOB ADDRESS d ? J T� (p— �` X 17.1 C F(' i R.1 e 3 , /�' ee tr LOT* gyp 1 <DID SUBDIVISION s d 3k ( «f() - •2 t-( /v� 1.711c'�[ I LIQ J (OBTAINED FROM PROPERTY TAX NOME) WORK PROPOSED NEW CONSTR ' ( ADDIALT I SIGN (fl MOVE E( DEMOLISH INSTALL (� REPAIR PROPOSED USE 1l SFR n COMM Q OTHER 1 TYPE OF CONSTRUCTION E1 BLOCK r i FRAME [J STEEL OTHER I i' I DESCRIPTION OF WORK & rnt xi C-T ) LJ-p ( rep )1 cemo nt) BUILDING SIZE I t x I SQ FOOTAGE 1 y r HEIGHT I 1 ■ I 1 BUILDING I$ cly ,� A ' 00 I VALUATION OF TOTAL CONSTRUCTION Q ELECTRICAL $ ( � O I AMP SERVICE n PROGRESS ENERGY fI W.R.E.C. El PLUMBING $ Fi MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATION ID GAS 1' ROOFING n SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IVES 1 a . _ .. ...... ... ........ ... .... ......... BUILDER GNATURE ' / • 4F REG ISTERED �� ���`� �� 1 ._ ( � N ( FEE CURRENT Y / N Address * i I ti4 , d. it .' . _11 & AMP 22053 License t # 1 aAL0 I ELECTRICIAN 9 ' COMPANY 11&l1 ` A e RRE .n I SIGNATURE L ^'Q ,� REGISTERED 2 `j)a� F l FEE woman' Y / N Address ;Ng 41376.../ 35 b7 i s Mier1 El 7.A.. rh; IIS11 33540 Lice 1 J SLUMBER C fJGai�/ D A /7 l COMPANY N 1 1 CURL N 't I ¥ / N S� SIGNATURE I�.�/� REGISTERED ( / N l FEE cuaREn 1� � ( T Y / N ^ ( ` Address u' k , •_ A I I' 2 I I ,/1 f _ 3 53 License # 1 tT1- b1h3 -1 p 1 • MECHANICA I ! COMPANY 1� 5 Pr R YS, it k, SIGNATURE / REGISTERED N ( FEE CURREPIT I Y / N I Address I- I t ( , � !t _ • L. r hi ! Ft ( „ A ► Ci I License # 1 ` P L it 1 OTHER COMPANY 1 - SIGNATURE REGISTERED I li/ N I FEE CURRENT I Y / N I Address 1 1 License* RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction. Minimum ten (10) waking days after submittal date. Required onsite, Consbudlon Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dunpster, Site Work Permit for subdivisions4arge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum tan (10) workng days after submittal date. Required caste, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary FBcltfes & 1 dunpeler. Site Work Permit for all new projects. AM commercial requirements must meet compliance SIGN PERMIT Mach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. ' Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500. a Notice of Commencement is required. (A/C upgrades over $5000) •• Agent (tor the contractor) or Power of Attorney (fa the owner) would be someone with notarized latter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways-needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned 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 applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required 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 minor 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 will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting priviteges in Pasco County. TRANSPORTATION IMPACT/UTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse 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 90-07, 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 Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION UEN 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 Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner", 1 certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the `owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: 1 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 I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions 1 must take to be in compliance. Such agencies indude but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District- Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill 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 engineer licensed by the State of Florida. If the fill 'material is to be used in Flood Zone "A" 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 fill 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 to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. 1 understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may 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. If work 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 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO MENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT C • .. • a s Subscribed and sworn to (or affirmed) before me this sworn to (or : ► � u Who israre by J%U1P � by ! fl p Q personalty known to me or has/have produced as identification. ►�!� !'!'� (�i r`►L Notary Public ��► ��J V t l' - _ ,r. , • ary Public // c Commission No. Convnission No. x : Name of Notary typed, printed or stamped Notary ��, �� A _ • ROSEMARY 9. mane , � Notary Public, State of Florida t om; Commission# DD633487 My comm. expires Apr. 04, 2011 1V14 41c bcois 353at QX_ et s . 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Contact Oliver Toch noko! , 1-800 -284 -7437 : a) Pier h'•'.' f ...14 48" b) Length of born exceeds 78' e) Roof eaves exceed 18" d) $ide■Ae1 height exceed 90" e) Local1cn is within 1 600 feet of coast 3. Remove ik' eiis end debris in an approximate halo foot square to expose firm soil for each ground pan (C) . 3. Place gtabrrd pan (C) directly below thesis I-beam . Press or drive pen firmly into soli urga flush with or below soil. SPECIAL IPIOTE: The tongitudinal "V" brace system serves as a pier under the home and should be loaded as any other pier it is recommended that alter levedng piers, and one -half inch (1) before Ire home Is lowered cry on to plane, c implete steps 4 through 9 below. NOTE: mew UNSTALUNG THE MODEL R f1O1.LW" t.DMtfft nitt4L SYST81u AltaX. A MINIMUM or 2 warren PeR FLOOR SECTION 15 REQUIRED- SOiL TEST PROBE s*tOULU SS US60 TO W IERMINE CORRECT TYPE DF AMQ Q PER-SOIL CLAasIFlCATION. iF PROBE TEST READINGS ARE R514VSEN 175 8 27S A 5 FOOT ANCAGR MUST BE U$6D. IF PRODS TEST RRADINOS ARE BETWEEN 475 ES B A 4 FOOT ANCMOE MAT BE USED. USE GROUND ANCi4ORS WITH DIAGONAL TiES AND STABILIZER PLATER EVERY 0'4" . VERTICAL TiES ARE ALSO REQUIRI? D ON HOMES SUPPLIED wm4 VERTICAL TIE CONNECTION POEMS (PER FLORMJA Ram) • 4. Select the correct square tube brace (E) length For set - up (pier) height at support I ooetbn. (The 'S" tube is always used es the bottom part at the longitudinal arm). Note: hither tube can be used by itself, cut and drilled to length as long as a 40 to 48 degree angle Is ma1Malr . PIER HEIGHT 1,25" ADJUSTABLE 1.50" ADJUSTABLE (Apprcx. 45 degrees Mex) Tube Length Tube Length 7 314" to 25" '. 18" 24 3/4" to 32 1/4" 32." 18" 33" to 41" 44" .. 113" i • to 18" a. install (2) of the 1.50" square tubes (E (fir tube) ) Into the "t1" bracket (J). Insert carriage bolt and leave nut loose for tine; adjustmart. 8. Place I connector (F) loosely on the bottom flange of the I bears. 7. Slide the selected 1.25" tube (E) Into a 1.50" tube (E) and tined', to I-beam connectors (F) eerid 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 degrees end not below 40 degrees. 9. Ater eh bolts ere tightened, secure 1.25" and .1.50" tubes using four(4) 114 " - x 3t4" sett-Nipping screws in pre- drflted holes. ogrALLAncsioelaimmugmraemkmattsymagmafiyamm THE NOOEL lief "V" (LoRGITUDINAt. 5 LATERAL PROTRCTIDNI lEumetATES THE NSW FUR MOST STABILIZER PLATES ill. FRAME TIES. MOTE THE USE of THIS SYSTEM RsWRES YERRTIOAL TIES SPACBG AT r4". POUR FOOT (d'I GROUND ANCHOR MAY eE Mao 8XCEPT WHEFIE THE HONE NANUFAGT NIR 5P50JPIES KENT. 10. install remaining vertical tie -down straps and 4' gmunq anchors par home manufacturers ice. NOTE: Centerline am here to be sized awarding to soli torque condition, Any n enufactureir s specifications tor *lima anchor loads In excess of 4,000 lbs. MOMS e a 5' anchor. 11. NOTE? Each system is required to have a *erne tie and stabRter attached at each lateral terns g stabilizer plate needs to be Ioceted within 18" from of center ground pan. tebrlizin9 location. This frame fie 8 12. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The length corns in either 60" or 72' lengths, (With the 1.50" tube as the bottom tube, Arid the 1.25" tube as the Inserted tube.) 13. Install the 1.50 transverse brace (H) to the ground pen connector (D) with bolt end nut, 14. Slide 1.26" transverse brace into the 1.60' bra and attach to adjacent I connector ( I) with buit and nut. arm using • ur • • - • f • . Pr! T, ,., RµNUFACTURr b MOONS NS FOUNDATION STNTFMB TelanhpRe: 931- 79Q4SSrj ` ! ! A Idfill SeOr4 OF OLIVER 1- 0- 284.7437 TECHNOLOGIES, i[dC. Fax: 931-79138811 rxchn O refire tRwartRC)MrOpiae.cm 08/30/2006 10 :0'i 6785745700 3RIAN VALENTE PAGE 01 Installation Instructions for ABS Pads I For use on all Mobile and Manufactured Harries, including I HGD approved Homes and Modular Housing 1,,lu" r. and o-her paeennapcudtn,e GENERAL INSTRUCTIONSi 1. Al i pads ere to be installed flat siren. ribbed 417,1ll 2. The ground under the pads should be leveled of frc am possible oath all vegetation. renamed. Pads to he placed on fully compacted or undisturbed soil. at or below the frost -line, to per local juricdieet, t, 3. Pier & pad spacing will lee determines' by the manufactured homes' w .itten set-up inmtruction<e or any local or state codes. The open cells between the ribbing on the tipper side of the pads rna■. be filled with sepal or sand after installation to prevent any accunndatinr. of stagnant water in the pads. 3. A pocket penetrometer may be used to determine the actual s:eii. 1 ;trust; selue. If soil•teatina; equipment is not aeaiiable use an monied snit value of 1000 lbs. / ayuare foot. 6. M! pad sizes shown are nominal dimensions and tray vary up to l '8 ". 7. The ma gioum defte tion in a sinple pad is V8" measured from tie highest point to the lowest point of the top face. (NOTE: Actual testa results were less than 5/5 ") . In frost areas, a 6" deep eonfi.ncd gravel be installed in wen dra.t.sed neon -frost susceptible soil is recommended. r.' Pad loads are the same when using singe stack or double :rack 14 .cks. 10, The maximum load at any intermedi.-4e roil value may be Harter. :red es; the average of the acxt lower and neat higher soil value given in the cable below. 11. Any configuration (see ret'ee a side) may be used to replace a horie manufacturers recommended concrete or wood base pad. 12. If the home manufacturer showy soil densities greater than 3000 lb. when usittg ABS path, do not exceed 30001b, soil pier s;pacinsn- per set up manual Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil OVAL 16" x 18.5" T 1055 -23 ' 288 sal in. 2000 lbs. — 4000 lbs. 6000 lbs. 1 ,: "- Valba. / 50001bc, 7500 lbs. t A ;' L 17.5" x 22.5" 1055 - 384 sq. in. 2667 lbs. 5334 lbs. 8000 lbs. s . ( WAL 17.5 "x 253" 1055 -17 432 see in. I_ 30001bs. 6000 lbs, 9000 lbs. ( arAL 21 "x29" ,—.., 1055.22 576 ay. in 400016x, 8000 lbs 12000 lbs. " OVAL 23.25" x 3125" 1055 -20 675 sq. in. ]� 4694 lbs. 9388 !be. * 9388 lbs. * Pqd Size ID No Pad Arca - PSF Soil 2000 PSF Soil 3000 PSF Soil • 16" x 10" 1059 -14 256 sq. in. 1780lbe. 356016x. 5333ll , r 18.5" x 18.5" 1055 -9 342 sq. in. 2375 lbs. 4750 lbs. 7100 lbs. * 20 20" 1055-7 400 sq. in. 2750 lbs. 5500 lbs. 8250 lbs. 24" x 24" 1055 -13 576 sq. in. 4000 Ills. 0 8000 lbs * - 800011as. Y ' Concrete bine.ks are required to be double blocked. 13. ALABAMA ONLY: The '14�_' x e ID# 10554.4, yC" x 18.8" ID# 1053 -23, - " ID# 1655 - 16, "x22.5" ID# 105521 I2„5" x 25.5" W# 1055 -17 arc the only pads approval in the state of Alabama, iusd must not have e snore than 3/8" deflection. Sec chart below for detailei on correct installation in Alabama. 14. TEXAS ONLY 17.5"x22.5" ID* 1055 -21 and 23,25"x31.25" 1D# 103540 may not be installed in the Stare of Texas, 15. Steel Piers: All pads are tested with steel piers on 11196 PSP soil density unless otherwise noted. (016) Attack with four (04) 2" #12 X 1/2" hex tech screws, use four (04) 4 inch screws if pads acs double stacked. 16. Available pads tested on 2000 PSF snit density are: ID#'a 1055 - 13,1055_9,1056 -7 and 1055_13. ErLmplc: 16' x 80' section `' PAD SIZE/ 1000 Lb PO' 2000 1b Psf 16" x 16" peed 2'9" , 9'G' 16" r 18.5" Oval Pad 3' 0" 6' 0,. 9 "" t 22" Oval Pad 3'9" 7' 6" 173" x22.5" Oval Pad 4 0" 8'0" MO 173" x 25.5' Oval Pall 4'5" 8' 0" .... • 21" t 29" Oval Pad 6' 0" 8' 0" Re.ision :10/04 . . Bahr'sPropaneGas&NC Propane 4441 Allen Rd. Zephyrhills, Fl. 33541 Phone 813- 782 -5013 Fax 813 - 783 -1374 June 11, 2009 City of Zephyrhills Building Dept. RE: Permits, Pasco County State License #CAC043948, Mechanical, City #17 State License #001735, LP Gas-Cat. 1 Dear Sirs: Effective immediately, the following individuals will be permitted to sign and pick up permits for Bahr's Propane Gas & A/C, Inc: • Bobbie J. Knight • Harold Ogilbee • Donna Moon • Debbie Steve • Sandra Bahr • Leonard Bahr • Jaime Misener • Darlene Rice • Kevin Bahr • Suzanne Bahr, Pasco Permit Service • Stacie Zullo • Deborah Dokendorf • Dennis Krouse • Misty Easler This letter supercedes all previous letters. Licens Hold , Kevin Bahr Bahr's Propane Gas & AC, Inc. STATE OF FLORIDA County of Pasco The foregoing instrument was acknowledged before me this if day of Au' . 200 ' PERSONALLY KNOWN TO ME k 4- / Al j . B 4i4 R NOTARY PUJBLIC..S'r TE OF FLORIDA IIk , Sylvia A. Carnpbeil 4 . Coii rn c�_; t,DI x52619 Exp r e : NU 19, 2009 Bonded Thru Atlantic Bonding Co., ire.